WQ0004797_Renewal (Application)_20150609

NCD[NR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
June 9, 2015
BLAKE KEHOE — PLANT ENGINEER
CLEMENT PAPPAS NC, INC.
125 INDuSTRtAL PARK ROAD
HENDERSONVILLE, NORTH CAROLINA 28758
Dear Mr. Kehoe:
Donald R. van der Vaart
Secretary
Subject: Acknowledgement of
Application No. W00004797
Clement Pappas WWTF
Wastewater Irrigation System
Henderson County
The Water Quality Permitting Section acknowledges receipt of your permit application and
supporting documentation received on June 8, 2015. Your application package has been assigned the
number listed above, and the primary reviewer is Troy Doby.
Central and Regional Office staff will perform a detailed review of the provided application, and
may contact you with a request for additional information. To ensure maximum efficiency in processing
permit applications, the Division of Water Resources requests your assistance in providing a timely and
complete response to any additional information requests.
Please note that processing standard review permit applications may take as long as 60 to 90 days
after receipt of a complete application. If you have any questions, please contact
Troy Doby at [phone] or [e-mail].
Sincerely,
Nathaniel D. Thornburg, Supervisor
Division of Water Resources
cc: Asheville Regional Office, Water Quality Regional Operations Section
Permit File W00004797
Non -Discharge Permitting Unit
1617 Mall Service Center, Raleigh, North Carolina 27699-1617
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May 29, 2015
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Permitting Section
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: Non -Discharge Permit Application
Non -Discharge Spray Irrigation System
Clement Pappas
Mountain Home, North Carolina
Permit Number W00004797
Dear Sir or Madam:
oimson c; Y��ei ne..ources
JUN 11 `L015
Water Oua1Mv Regional Operations
Ash ev ih Reninral O1'.cr _
RECENED/DENR/DWR
JUN 0 2 2015
WatarQuality
Permitting Section
Altamont Environmental, Inc. (Altamont), on behalf of Clement Pappas NC, Inc. (Clement Pappas), is
presenting this application for modification and renewal of the wastewater system irrigation permit,
WQ0004797, issued through the North Carolina Department of Environment and Natural Resources (DENR).
This letter provides background, a brief description of the requested permitting action and lists all items and
attachments included in the application package.
BACKGROUND
The current spray irrigation system has been expanded over time to meet increased demand from the
manufacturing facility. Since the system initially commenced operation, plans, specifications, operation and
maintenance manuals, permit applications, and permits have been prepared and/or issued. The following is
a chronological history of the primary permitting and operational events for the Clement Pappas system:
• Autumn 1978—Soil Systems, Inc. prepares the Land Application System Analysis and Design report
for Seneca Lincoln Foods, Inc.
• November 14, 1978—The State of North Carolina Environmental Management Commission issues
permit number 5063.
• April 16, 1979—Brummett and Waddell, Inc., a construction contractor, begins construction of the
spray irrigation system.
• September 29, 1979—Brummett and Waddell, Inc. completes construction of the spray irrigation
system and commences system operation.
• Autumn 1979—Soil Systems, Inc. prepares an Operation and Maintenance Manual for Seneca
Lincoln Foods, Inc.
• February 27, 1987—Earth Systems Associates, Ltd. prepares an Operation and Maintenance Manual
for Seneca Foods Corporation Southern Division.
• March 2001—Agri-Waste Technology, Inc. submits a Non -Discharge Permit Application to DENR on
behalf of Northland Cranberries, Inc. for the expansion of the spray irrigation system.
P:\Clement Pappas\Permit Modifications\PerrntWng\NC DENR\052215Lr-Clement Pappas Permit App.Docx

Non -Discharge Permitting Unit
May 29, 2015'
Page 2 of 6
• October 23, 2001—The DENR issues permit W00004797 to Northland Cranberries, Inc. in response
to the permit application.
• 2001—Hobson Construction installs the expanded spray irrigation system in accordance with
Irrigation Specifications prepared by Agri -Waste Technology, Inc.
• July 23, 2002—The DENR issues permit WQ0004797 due to a name change from Northland
Cranberries, Inc. to Clement Pappas NC, Inc.
• August 25, 2006—A permit renewal application with modifications was submitted to the DENR. The
2006 permit included the addition of a second irrigation pump, flow meter, and 1.75-million-gallon
aboveground wastewater storage tank.
• December 29, 2006—The DENR reissues permit W00004797 to Clement Pappas NC, Inc.
• September 23, 2009 The City of Hendersonville received an application for an industrial
wastewater discharge permit.
• February 24, 2010 The City of Hendersonville issues a nonrenewable industrial wastewater
discharge permit (Permit # NSU-10) to Clement Pappas NC, Inc.
• August 13, 2012—The DENR received a permit renewal application with minor modifications.
• October 12, 2012—The DENR reissues permit WQ0004797 to Clement Pappas NC, Inc. with
modifications. The permit included the existing spray irrigation and disposal facility and the addition
of a second irrigation pump, flow meter, and 1.75-million-gallon aboveground wastewater storage
tank.
The current system permit (W00004797) grants permission to Clement Pappas NC, Inc. for the continued,_:
operation of a wastewater treatment and irrigation facility consisting of:
• Aseparation 'basin
• A 100-gallon-per-minute (gpm) pump station
• Approximately 2,200 linear feet of 6-inch force main
• A 2.5-million-gallon (MG) aerated lagoon
• Two 475-gpm spray irrigation pumps
• Spray irrigation fields and all associated piping, valves, controls, spray heads, and appurtenances
The current system permit also allows the construction of a 1.75-MG aboveground wastewater storage
tank. Clement Pappas wishes to remove this tank from the permit. Instead of providing additional storage,
Clement Pappas is pursuing a permit to discharge pretreated wastewater to the sanitary sewer system
during times that spray irrigation cannot take place. Although the sanitary sewer system cannot
accommodate 100% of the wastewater from Clement Pappas, the sanitary sewer can accommodate a
sufficient volume to help extend the time until the storage lagoon reaches its storage capacity
P:\Clement Pappas\Permit Modifications\Permitting\NC DENR\052215Lr-Clement Pappas PermitApp.Docx

Non -Discharge Permitting Unit
May 29, 2015
Page 3 of 6
! Discharge requirements are as follows:
• Irrigation shall not be performed during inclement weather or when the ground will produce runoff.
• Application rate shall not exceed a cumulative loading of 52 inches over 12 months.
• The instantaneous application rate shall not exceed 0.20 inches per hour.
• The freeboard in the lagoon shall not be less than 2 feet at any time.
• The groundwater in the application fields must be greater than 3 feet below the ground surface.
DESCRIPTION OF THE REQUESTED PERMITTING ACTION
This permit renewal with modifications package requests the following items:
• The renewal of the Non -Discharge Permit Number W00004797.
• The replacement of 4 aerators in the wastewater lagoon.
Replace four existing 15-horsepower (hp) aerators with four 50-hp Aqua -Jet aerators and keep three
25-hp Airmaster Turbo X-tremes aerators.
• Change of the permitted flow rate to 185,000 gallons per day.
This request is made to provide maintenance -to the existing system as well as include additional permitted
flow.
Clement Pappas is also installing a dissolved air floatation (DAF) pretreatment system and related
appurtenances. According to conversations with the DENR, this DAF unit will not be included under this
permit due to the fact that water from the DAF will not be spray irrigated. The World Water Works DAF-RSP-
30MS DAF unit is proposed to be added to the Clement Pappas wastewater treatment system to provide an
alternative discharge path that will provide Clement Pappas with options for dealing with the wastewater
flow during times that weather is not suitable for land application. Clement Pappas is also seeking approval
from the City of Hendersonville (the City) to discharge pretreated wastewater to the City's wastewater
treatment plant. The DAF unit has been designed to sustain an average flowrate of 65,000 gallons per day
(gpd),and a peak instantaneous flow rate of 70 gpm. Valves, piping, and controls will be installed to allow the
operator to direct flow from the wastewater lagoon to either the irrigation fields or to the proposed DAF unit.
From the DAF unit, the wastewater can be directed.to a force main that will convey the effluent to the Cane
Creek Water and Sewer District's collection system and, ultimately, the City of Hendersonville's wastewater
treatment plant (National Pollutant Discharge Elimination System [NPDES] Number NC0025534).
Documentation in support of a request to modify non -discharge permit WQ0004797 is attached.
P:\Clement Pappas\Permit Modifications\Permitting\NC DENR\052215Lr-Clement Pappas PermitApp.Docx

Non -Discharge Permitting Unit
May 29, 2015
Page 4 of 6
LIST OF ITEMS AND ATTACHMENTS
This application package includes the following elements:
AttachmentA
Application Form
Attachment B
Professional Engineer's and Applicant's Certification
Attachment C
Property Ownership Documentation
Attachment D
Water Balance Calculation
Attachment E
Engineering Plans
Attachment F
Engineering Specifications
Attachment G
Site Map
Attachment H
Operation and Maintenance Plans
Attachment 1
Most Recently issued Permit
AttachmentJ
Floodway Regulation Compliance
Attachment K
Threatened or Endangered Aquatic Species Documentation
Attachment L
Analysis of Wastewater
Attachment M
Groundwater Analysis
Attachment N
Power Outage Statement
$39&00 Application Fee
Certain elements specified in the application form are not included with this application. A description of
these items and justification for their absence follows:
Hydrogeologic Report
A hydrogeologic report was included with the March 2001 permit application prepared by Agri -Waste
Technology, Inc. In response to the March 2001 permit application, DENR permitted new spray irrigation
fields. The new spray irrigation fields were permitted with an allowable application rate equivalent to the old
spray application fields (i.e., 52 inches per 1-2-month period).
Following March 2001, 48.4 acres of spray application field were permitted. 48.4 acres with an allowable
irrigation capacity of 52 inches per year accommodates a discharge capacity of approximately 184,000 gpd.
On July 28, 2008 Chris Gilbert of Altamont submitted an Engineer's Certification to Mr. Matthew Fleahman
of DENR verifying the wetted acreage of the spray irrigation zones. The total wetted acreage of the spray
irrigation zones 1s 50.49.
This application is for the renewal of the Non -Discharge Permit Number W00004797 as well as the
installation of a DAF pretreatment system, the replacement of the four aerators in the wastewater lagoon,
and the installation of valves, piping, and controls to allow the operator to direct flow from the wastewater
lagoon to either the irrigation fields or to the proposed DAF unit. From the DAF unit, flow can be directed to a
force main that will convey the effluent to the Cane Creek Water and Sewer District's collection system and,
ultimately, the City of Hendersonville's wastewater treatment plant. This will result in either a decrease in
flow or no change in flow to the spray fields. Therefore, the conditions for which the hydrogeologic report was
prepared and submitted with the March 2001 permit application remain unchanged.
Detailed Pollutant -Loading Calculations
P:\Clement Pappas\Permit Modifications\Permitting\NC DENR\052215Lr-Clement Pappas Permit App.Docx

Non -Discharge Permitting Unit
May 29, 2015
Page 5 of 6
Recent wastewater sample laboratory analytical reports and chain -of -custody forms are included as
Attachment L. Wastewater samples were analyzed for the parameters described in the non -discharge permit
application instructions (i.e., Instructions for Form SIA 11-05). In general, the wastewater concentrations are
consistent with the concentrations submitted in conjunction with the 2006 permit application. The results
are also similar to the estimates included the 1979 Land Application System Analysis and Design, which
includes the detailed pollutant -loading calculations.
Wastewater concentrations along with soil depth and texture determine the permitted acreage and allowable
application rate. This application does not include new irrigation sites. Therefore, the soil depth and texture
has not changed. According to the 1979 Land Application System Analysis and Design, "the land limiting
constituent... at the Mountain Home site is the water volume." The original estimated 1979 parameters and
the 2000, 2006, and current wastewater analyses are nearly equivalent.
Furthermore, Attachment M includes historic groundwater analyses. With the exception of total organic
carbon in groundwater, which may occur naturally, the only other constituents that exceeded standards are
nitrate and fecal coliform. The nitrate exceedance occurred during the May 17, 2011 sampling event at MW-
8. This is believed to be an isolated event based on the fact that other sampling events at this well have
always been well below the standard. In general, soil and groundwater analyses indicate that the current
system is capable of assimilating the pollutant load.
One compound, fecal coliform, has been detected in recent wastewater samples. Altamont prepared a
Coliform Investigation Report which was submitted to Ms. Bev Price of the DNER on October 4, 2011. The
report summarized a coliform contamination investigatiomAltamont conducted at the Clement Pappas
facility. The conclusions of the investigation were that "the fecal coliform within the process wastewater
system appears to be originating from the tires on the facility forklifts. The fecal coliform travels from the
forklift tires to the drains inside the facility to the industrial wastewater discharge lines. The residual fecal
coliform in MW-8 is likely due to the shallow groundwater in the alluvial deposits mixing with surface water
from Mud Creek. Altamont reviewed the Environmental Protection Agency (EPA) NC 2010Integrated Report
303(d) Listfor impaired waters in North Carolina updated October 20, 2010. Mud Creek was identified on
the list for a fecal coliform potential standards violation in 2008 for the stretch from Little Mud Creek to
Byers Creek, which encompasses the area of Mud Creek on Clement Pappas's property. Recent rain events
have flooded Mud Creek and the surface water has likely intermingled with the groundwater in monitoring
wells along Mud Creek."
Environmental Assessment
An environmental impact statement or assessment was not prepared because there are no public funds
involved in the project.
Soil Evaluation
This application does not include new irrigation sites and the site has not changed since the original
evaluation. Therefore, a soil evaluation conducted by a soil scientist is notjustified.
Agronomists Evaluation
This application does not include new irrigation sites or new cropping patterns for existing irrigation sites.
Therefore, an agronomist evaluation is not justified.
Power Reliability Plan
P:\Clement Pappas\Permit Modifications\Permitting\NC DEN13\0522151-r-Clement Pappas Permit App.Docx

Non -Discharge Permitting Unit
May 29, 2015
Page 6 of 6
Altamont met with Mr. Blake Kehoe, Clement Pappas Director of Engineering, on January 13th, 2015. Mr.
Kehoe explained that if the power goes out at the Clement Pappas facility, all operations that produce
wastewater will cease and wastewater flow will stop. Therefore, a power reliability plan is not justified.
Residuals Management Plan
Clement Pappas' system does not currently generate residuals that require storage, treatment, or disposal in
accordance with 15A North Carolina Administrative Code (NCAC) 2H .0205(d)(1)(H) and 15A NCAC 2H
.02190)(9). Therefore, a detailed residual management plan is not justified.
Altamont, on behalf of Clement Pappas, appreciates your assistance with this project. We look forward to
approval of the additional wastewater treatment and subsequent increase in daily flow rate. If you have any
questions or would like additional information, please contact the undersigned at 828.281.3350.
Sincerely,
gChristoph F. Gilbert, P.E.
cc: Mr. Blake Kehoe, Clement Pappas
Attachments: A through N (Noted above)
Application Fee
Tony Hauser, R.L.A., P.E.
rttzfJ: C-21'65
P:\Clement Pappas\Permit Modifications\Permitting\NC DENR\0522151r-Clement Pappas Permit App.Docx

Attachment A
Application Form

State of North Carolina
DWR Department of Environment and Natural Resources
Division of Water Resources
15A NCAC 02T .0500 - WASTEWATER IRRIGATION SYSTEMS
Division of Wafer Resources FORM: WWIS 11-13
1. APPLICANT INFORMATION:
1. Applicant's name: Clement Pappas NC, Inc.
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State ❑ Municipal ❑ County
3. Signature authority's name: Blake Kehoe per 15A NCAC 02T .0106(b) Title: Plant Engineer
4. Applicant's mailing address: 125 Industrial Park Road
City: Hendersonville State: NC Zip: 28758-_
5. Applicant's contact information:
Phone number: 8(� 233-1707 Email Address: bkehoe(a clementpappas.com
11. FACILITY INFORMATION:
1. Facility name: Clement Pappas NC, Inc.
2. Facility status: Existing
3. Facility type: Maior (> 10,000 GPD or> 300 disposal acres)
4. Facility's physical address: 125 Industrial Park Road
City: Hendersonville State: NC Zip: 28792 County: Henderson
5. Wastewater Treatment Facility Coordinates (Decimal Degrees): Latitude: 35.3754' Longitude:-82.4802'
Datum: Unknown Level of accuracy: Unknown Method of measurement: Aerial photography with ground control
6. USGS Map Name: Fruitland, Hendersonville, Horseshoe, Skyland
III. CONSULTANT INFORMATION:
1. Professional Engineer: Anthony L. Hauser
Inc.
Mailing address: 231 Haywood Street
License Number: 27261 Firm: Altamont Environmental
City: Asheville State: NC Zip: 28801-_
Phone number: (SM 281-3350 Email Address: thauserna,altamontenvironrnental.com
2. Soil Scientist: License Number: _ Firm:
Mailing address:
City: State: _
Zip:
Phone number: (_) _ _
Email Address:
3. Geologist: _
License Number:
Mailing address:
City: _ State: _
Zip:
Phone number: (� _-
Email Address:
4. Agronomist: _
Firm:
Mailing address:
City: _ State: _
Zip:
Phone number: (— _ _
Email Address:
Firm:
FORM: WWIS 11-13 Page 1 of 12

IV. GENERAL REQUIREMENTS —15A NCAC 02T .0100:
1. Application type: ❑ New ® Major Modification ❑ Minor Modification
If a modification, provide the existing permit number: W00004797 and most recent issuance date: October 12, 2012
2. Application fee: $395 -Standard - Major Facility - Maior Mod
3. Does this project utilize public monies or lands? ❑ Yes or ® No
If yes, was an Environmental Assessment required under 15A NCAC 010 ❑ Yes or ❑ No
If yes, which final environmental document is submitted? ❑ Finding of No Significant Impact or ❑ Record of Decision
Briefly describe any mitigating factors from the Environmental Assessment that may impact this facility:
4. What is the status of the following permits/certifications applicable to the subject facility?
Permit/Certiflcation
Date
Submitted
Date
Approved
Permit/Certification
Number
Agency Reviewer
Collection System (O > 200,000 GPD)
Dam Safety
Erosion & Sedimentation Control Plan
Nationwide 12 / Section 404
Pretreatment
Sewer System
Stormwater Management Plan
Wetlands 401
Other:
5. What is the wastewater type? ❑ Domestic or industrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect? ❑ Yes or ❑ No
Has a wastewater chemical analysis been submitted? ❑ Yes or ❑ No
6. Wastewater flow: 83,000 GPD
Limited by: ❑ Treatment, ® Storage, ❑ Field Hydraulics, ❑ Field Agronomics or ❑ Groundwater Mounding
7. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T .0114 or ® Representative Data
Has a flow reduction been approved under 15A NCAC 02T .0114(ft? ❑ Yes or ® No
Establishment Type
Daily Design Flow'
No. of Units
Flow
gal/
GPD
gal/
GPD
gaV
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
GPD
' See 15A NCAC 02T .0l 14(b). (d). (e1(1) and (eQ for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A111.
FORM: WW1S 11-13 Page 2 of 12

IV. GENERAL REQUIREMENTS— 15A NCAC 02T .0100 (continued):
8. What is the nearest 100-year flood elevation to the facility? 2066 feet mean sea level. Source: Henderson Co. GIS
Are any treatment, storage or irrigation facilities located within the I00-year flood plain? N Yes or ❑ No
If yes, which facilities are affected and what measures are being taken to protect them against flooding? Monitoring
to protect them against flooding.
If yes, has the Applicant submitted written documentation of compliance with § 143 Article 21 Part 6? ❑ Yes or N No
9. Has the Applicant provided documentation of the presence or absence of threatened or endangered aquatic species utilizing
information provided by the Department's Natural Heritage Program? ❑ Yes or N No
10. Does the facility have a proposed or existing groundwater monitoring well network? N Yes or ❑ No
If no, provide an explanation as to why a groundwater monitoring well network is not proposed:
If yes, complete the following table (NOTE — This table may be expanded for additional wells):
Well Name
Status
Latitude'
Longitude'
Gradient
Location
MW-I
Inactive
Select
Select
MW-2
Permanently Abandoned
Select
Select
MW-2R
Permanently Abandoned
35.3755'
-82.48330
Select
Inside Com liance Boun
MW-9
Active
35.37W
-82.48330
Select
Inside Compliance Boun
MW-3
Inactive
0-
. 0Select
Select
MW4
Active
35.37380
-82.48080
Select
Inside Com liance Boun
MW-5
Active
35.38020
-82.48440
Select
Inside Com fiance Bonn(
MW-6
Active
35.37750
-82.48510
Select
Inside Com liance Boun
MW-7
Permanently Abandoned
Select
Select
MW-7R
Active
35.37800
-82.49050
Select
Inside Compliance Boun
MW-8
Active
35.3788°
-82.49380
Select
Inside Com liance Boun
a Provide the following latitude and longitude coordinate determination information:
Datum: UnknownLevel of accuracy: UnknownMethod of measurement: Aerial photography with ground control
11. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been submitted?
❑ Yes, ❑No or NN/A
12. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been submitted?
❑ Yes, ❑No or NN/A
13. If the Applicant is a Home/Property Owners' Association, has an Association Operational Agreement (FORM: HOA) been
submitted? ❑ Yes, ONO or NN/A
14. Demonstration of historical consideration for permit approval — 15A NCAC 02T .0120:
Has the Applicant or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or G.S. 143-215.6B? ❑ Yes or N No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or N No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or N No
d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? ❑ Yes or N No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(e)(2)? ❑ Yes or N No
FORM: WWIS 11-13 Page 3 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA — 15A NCAC 02T .0505:
1. For the following parameters, provide the estimated influent concentrations and designed effluent concentrations as
determined in the Engineering Calculations, and utilized in the Agronomic Evaluation and Groundwater Modeling (if
applicable):
Parameter
Estimated Influent Concentration
Designed Effluent Concentration
(monthly average)
Ammonia Nitrogen (NH3-N)
mg/L
mg/L
Biochemical Oxygen Demand (BODs)
mg/L
mg/L
Fecal Coliforms
per 100 mL
Nitrate Nitrogen (NO3-N)
mg/L
mg/L
Nitrite Nitrogen (NO2-N)
mg/L
mg/L
Total Kjeldahl Nitrogen
mg/L
Total Nitrogen
mg/L
mg/L
Total Phosphorus
mg/L
mg/L
Total Suspended Solids (TSS)
mg/L
mg/L
2. Is flow equalization of at least 25% of the average daily flow provided? ❑ Yes or ❑ No
3. Does the treatment facility include any bypass or overflow lines? ❑ Yes or ❑ No
If yes, describe what treatment units are bypassed, why this is necessary, and where the bypass discharges:
4. Are multiple pumps provided wherever pumps are used? ❑ Yes or ❑ No
If no, how does the Applicant intend on complying with 15A NCAC 02T .0505(k)?
5. Check the appropriate box describing how power reliability will be provided in accordance with 15A NCAC 02T .0505(1):
❑ Automatically activated standby power supply onsite capable of powering all essential treatment units; or
❑ Approval from the Director that the facility:
D Has a private water supply that automatically shuts off during power failures and does not contain elevated water
storage tanks;
D Has sufficient storage capacity that no potential for overflow exists; and
D Can tolerate septic wastewater due to prolonged detention.
6. If the wastewater treatment system is located within the 100-year flood plain, are there water -tight seals on all treatment units
or a minimum of two feet protection from the 100-year flood plain elevation? ❑ Yes, ❑ No or ❑ N/A
7. In accordance with 15A NCAC 02T .0505(o). how many days of residuals storage are provided?
8. How does the Applicant propose to prohibit public access to the wastewater treatment and storage facilities?
9. If an influent pump station is part of the proposed facility (i.e., within the wastewater treatment plant boundary), does the
influent pump station meet the design criteria in 15A NCAC 02T .0305(h)? ❑ Yes, ❑ No, ❑ N/A — To be permitted
separately, or ❑ N/A — Gravity fed
10. If septic tanks are part of the wastewater treatment facility, do the septic tanks adhere to the standards in I5A NCAC 18A
.1900? ❑ Yes, ❑ No or ❑ N/A
FORM: W WIS 11-13 Page 4 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA —15A NCAC 02T .0505 (continued):
11. Provide the requested treatment unit and mechanical equipment information:
a. PRELIMINARY / PRIMARY TREATMENT (i.e., physical removal operations and flow equalization):
Treatment Unit
No. of
Units
Manufacturer or
Material
Dimensions (ft) /
Spacings in(gallons)
Volume
Plan Sheet
Reference
Specification
Reference
Select
b. SECONDARY / TERTIARY TREATMENT (i.e., biological and chemical processes to remove organics and nutrients)
Treatment Unit
No. of
Units
Manufacturer or
Material(gallons)
Dimensions (ft)
Volume
Plan Sheet
Reference
Specification
Reference
Select
Select
Select
Select
Select
Select
Select
Select
c. DISINFECTION
No. of
Manufacturer or
Volume
Plan Sheet
Specification
Treatment Unit
Units
Material
Dimensions (ft)
(gallons)
Reference
Reference
Select
Select
➢ If chlorination is the proposed method of disinfection, specify detention time provided: minutes (NOTE— 30
minutes minimum required), and indicate what treatment unit chlorine contact occurs:
➢ If ultraviolet (UV) fight is the proposed method of disinfection, specify the number of banks: . number of lamps
per bank: and maximum disinfection capacity: _ GPM.
d. RESIDUAL TREATMENT
No. of
Manufacturer or
Volume
Plan Sheet
Specification
Treatment Unit
Units
Material
Dimensions (ft)
(gallons)
Reference
Reference
Select
Select
FORM: WWIS 11-13 Page 5 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA —15A NCAC 02T .0505 (continued):
e. PUMPS
Location
No. of
Pumps
purpose
Manufacturer /
Tye
Ca aci
Plan Sheet
Reference
Specification
Reference
GPM
TDH
f. BLOWERS
Location
No. of
Blowers
Units Served
Manufacturer /
Type
Capacity
(CFM)
Plan Sheet
Reference
Specification
Reference
g. MIXERS
Location
No. of
Mixers
Units Served
Manufacturer /
T e
Power
h
Plan Sheet
Reference
Specification
Reference
h. RECORDING DEVICES & RELIABILITY
Device -
No. of
Units
Location
Manufacturer
Maximum
Capaci!y
Plan Sheet
Reference
Specification
Reference
i. EFFLUENT PUMP / FIELD DOSING TANK (IF APPLICABLE):
FORM: WWIS 11-13 Page 6 of 12

Plan Sheet
Reference
Specification
Reference
Internal dimensions (L x W x H or (p x H)
ft
ft
ft
Total volume
ft3
gallons
Dosing volume
ft3
gallons
Audible & visual alarms
Equipment to prevent irrigation during rain
events
FORM: W WIS 11-13 Page 7 of 12

VI. EARTHEN IMPOUNDMENT DESIGN CRITERIA —15A NCAC 02T .0505:
. IF MORE THAN ONE IMPOUNDMENT. PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
1. What is the earthen impoundment type? Select
2. Storage Impoundment Coordinates (Decimal Degrees): Latitude: 0Longitude: -
Datum: Select Level of accuracy: Select Method of measurement: Select
3. Do any impoundments include a discharge point (pipe, spillway, etc)? ❑ Yes or ❑ No
4. Are subsurface drains present beneath or around the impoundment to control groundwater elevation? ❑ Yes or ❑ No
5. Is the impoundment designed to receive surface runoff? ❑ Yes or ❑ No
If yes, what is the drainage area? ft2, and was this runoff incorporated into the water balance? ❑ Yes or,❑ No
6. If a liner is present, how will it be protected from wind driven wave action?:
7. Will the earthen impoundment water be placed directly into or in contact with GA classified groundwater? ❑ Yes or ❑ No
.If yes, has the Applicant provided predictive calculations or modeling demonstrating that such placement will not result in a
contravention of GA groundwater standards? ❑ Yes or ❑ No
S. What is the depth to bedrock from the earthen impoundment bottom elevation? _ ft
If the depth to bedrock is less than four feet, has the Applicant provided a liner with a hydraulic conductivity no greater than
1 x 10-7 cm/s? ❑ Yes, ❑ No or ❑ N/A
Has the Applicant provided predictive calculations or modeling demonstrating that surface
water or groundwater standards will not be contravened? ❑ Yes or ❑ No
If the earthen impoundment is excavated into bedrock, has the Applicant provided predictive calculations or modeling
demonstrating that surface water or groundwater standards will not be contravened? ❑ Yes, ❑ No or ❑ N/A
9. If the earthen impoundment is lined and the mean seasonal high water table is higher than the impoundment bottom
elevation, how will the liner be protected (e.g., bubbling, groundwater infiltration, etc.)?
10. If applicable, provide the specification page references for the liner installation and testing requirements:
11. If the earthen impoundment is located within the 100-year flood plain, has a minimum of two feet of protection (i.e., top of
embankment elevation to 100-year flood plain elevation) been provided? ❑ Yes or ❑ No
n
12. 'Provide the requested earthen impoundment design elements and dimensions:
Earthen Impoundment Design Elements
Earthen Impoundment Dimensions
Liner type:
El Clay
❑ S thetic
Top of embankment elevation:
ft
❑Other
❑Unlined
Liner hydraulic conductivity:
x cm/s
Freeboard elevation:
It
Hazard class:
Select
Toe of slope elevation:
ft
Designed freeboard:
ft
Impoundment bottom elevation:
ft
Total volume:
fi3
gallons
Mean seasonal high water table depth:
ft
Effective volume:
fi3
gallons
Embankment slope:
Effective storage time:
days
Top of dam water surface area:
ft2
Plan Sheet Reference:
Freeboard elevation water surface area:
ft2
Specification Section:
Bottom of impoundment surface area:
fl2
NOTE — The effective volume shall be the volume between the two foot freeboard elevation and the: (1) pump intake pipe
elevation; (2) impoundment bottom elevation or (3) mean seasonal high water table, whichever is closest to the two foot.
freeboard elevation.
FORM: WWIS 11-13 Page 8 of 12

VIL IRRIGATION SYSTEM DESIGN CRITERIA —15A NCAC 02T .0505:
1. Provide the minimum depth to the seasonal high water table within the irrigation area:
NOTE — The vertical separation between the seasonal high water table and the ground surface shall be at least one foot.
2. Are there any artificial drainage or water movement structures (e.g., surface water or groundwater) within 200 feet of the
irigation area? ❑ Yes or ❑ No
If yes, were these structures addressed in the Soil Evaluation and/or Hydrogeologic Report, and are these structures to be
maintained or modified?
3. Soil Evaluation recommended loading rates (NOTE — This table may be expanded for additional soil series):
Soil Series
Fields within
Soil Series
Recommended
Loading Rate
in/hr
Recommended
Loading Rate
in/ r
Annual / Seasonal
Loading
If Seasonal, list
appropriate
months
Select
Select
Select
Select
Select
Select
4. Are the designed loading rates less than or equal to Soil Evaluation recommended loading rates? ❑ Yes or ❑ No
If no, how does the Applicant intend on complying with 15A NCAC 02T .0505(nl?
5. How does the Applicant propose to prohibit public access to the irrigation system?
6. Has the irrigation system been equipped with a flow meter to accurately determine the volume of effluent applied to each
field as listed in VII.8.? ❑ Yes or ❑ No
If no, how does the Applicant intend on complying with 15A NCAC 02T .0505(t)?
7. Provide the required cover crop information and demonstrate the effluent will be applied at or below agronomic rates:
Cover Crop
Soil Series
%Slope
Nitrogen Uptake Rate
bs/ac• r)
Phosphorus Uptake
Rate Ibs/ac•vr
a. Specify where the nitrogen and phosphorus uptake rates for each cover crop were obtained:
b. Proposed nitrogen mineralization rate:
c. Proposed nitrogen volatilization rate:
d. Minimum irrigation area from the Agronomist Evaluation's nitrogen balance:
e. Minimum irrigation area from the Agronomist Evaluation's phosphorus balance: _ ft'-
f Minimum irrigation area from the water balance: _ ftz
FORM: W WIS 11-13 Page 9 of 12

VII. IRRIGATION SYSTEM DESIGN CRITERIA —15A NCAC 02T .0505 (continued):
S. Field Information (NOTE — This table may be expanded for additional fields):
Dominant
Soll Series
' Provide the following latitude and longitude coordinate determination information:
Datum: Select Level of accuracy: Select Method of measurement: Select
b For assistance determining the waterbody stream index number and its associated classification, instructions may be
downloaded at: http://oortal.ncdenr.org/web/wq/apsllau/agplications#A&reements
Spray Irrigation Design Elements
Drip Irrigation Design Elements
Nozzle wetted diameter:
ft
Emitter wetted area:
ft'-
Nozzle wetted area:
ft'-
Distance between laterals:
ft
Nozzle capacity:
GPM
Distance between emitters:
ft
Nozzle manufacturer/model:
/
Emitter capacity:
GPH
Elevation of highest nozzle:
ft
Emitter manufacturer/model:
Specification Section:
Elevation of highest emitter:
ft
}-
Specification Section:
FORM: WW1S I1-13 Page 10of 12

VIII. SETBACKS —15A NCAC 02T .0506:
1. Does the project comply with all setbacks found in the river basin rules (15A NCAC 02B .0200)? ❑ Yes or ❑ No
If no, list noncompliant setbacks:
2. Have any setback waivers been obtained in order to comply with 15A NCAC 02T .506(a) and .050 ? ❑Yes or ❑ No
If yes, have these waivers been written, notarized and signed by all parties involved and recorded with the County Register of
Deeds? ❑ Yes or ❑ No
3. Provide the minimum field observed distances (ft) for each setback parameter to the irrigation system and treatment/storage
units (NOTE — Distances greater than 500 feet may be marked N/A):
Setback Parameter
Irrigation
S stem
Treatment /
Storaee Unit
Any habitable residence or place of assembly under separate ownership or not to be
maintained as part of the project site
Any habitable residence or place of assembly owned by the Permittee to be maintained as
art of the project site
Any private or public water supply source
Surface waters (streams — intermittent and perennial, perennial waterbodies, and wetlands)
Groundwater lowering ditches (where the bottom of the ditch intersects the SHWT)
Subsurface groundwater lowering drainage systems
Surface water diversions (ephemeral streams, waterways, ditches)
Any well with exception of monitoring wells
Any property line
Top of slope of embankments or cuts of two feet or more in vertical height
Any water line from a disposal system
Any swimming pool
Public right of way
Nitrification field
Any building foundation or basement
Impounded public water supplies
Public shallow groundwater supply (less than 50 feet deep)
4. Does the Applicant intend on complying with 15A NCAC 02T .0506(c) in order to have reduced irrigation setbacks to
property lines? ❑ Yes or ❑ No
If yes, complete the following table by providing the required concentrations as determined in the Engineering Calculations:
Estimated Influent
Designed Effluent
Designed Effluent
Parameter
Concentration
Concentration
Concentration
(monthly average)
(daily maximum
Ammonia Nitrogen (NIa-N)
mg/L
mg/L
mg/L
Biochemical Oxygen Demand
mail-
mg/L
mg/L
BODS
Fecal Coliforms
per 100 mL
per 100 mL
Total Suspended Solids (TSS)
mg/L
mg/L
mg/L
Turbidity
NTU
FORM: WWIS 11-13 Page 11 of 12

IX. COASTAL WASTE TREATMENT DISPOSAL REQUIREMENTS— 15A NCAC 02H .0400:
1. Is this facility located in a Coastal Area as defined per 15A NCAC 02H .0403? ❑ Yes or ® No
For assistance determining if the facility is located within the Coastal Area, a reference map may be downloaded at:
ht_pt •//portal ncdenr ore/web/wa/ans/lau/auolications#Agreements.
2. Is this an Interim Treatment and Disposal Facility per 15A NCAC 02H .0404(g)? ❑ Yes or ®No
NOTE — Interim facilities do not include County and Municipal area -wide collection and treatment systems.
W ANSWERED YES TO ITEMS IX.I. AND IX.2., THEN COMPLETE ITEMS IX.3. THROUGH IX.17.
3. Is equalization of at least 25% of the average daily flow provided? ❑ Yes or ❑ No
4. How will noise and odor be controlled?
5. Is an automatically activated standby power source provided? ❑ Yes or ❑ No
6. Are all essential treatment units provided in duplicate? ❑ Yes or ❑ No
NOTE — Per 15A NCAC 02T .0103(16). essential treatment units are defined as any unit associated with the wastewater
treatment process whose loss would likely render the facility incapable of meeting the required performance criteria, including
aeration units or other main treatment units, clarification equipment, filters, disinfection equipment, pumps and blowers.
7. Are the disposal units (i.e., irrigation fields) provided in duplicate (e.g., more than one field)? ❑ Yes or ❑ No
8. Is there an impounded public surface water supply within 500 feet of the wetted area? ❑ Yes or ❑ No
9. Is there a public shallow groundwater supply (less than 50 feet deep) within 500 feet of the wetted area? ❑ Yes or ❑ No
10. Is there a private groundwater supply within 100 feet of the wetted area? ❑ Yes or ❑ No
11. Are there any SA classified waters within 100 feet of the welted area? ❑ Yes or ❑ No
12. Are there any non -SA classified waters within 50 feet of the wetted area? ❑ Yes or ❑ No
13. Are there any surface water diversions (i.e., drainage ditches) within 25 feet of the wetted area? ❑ Yes or ❑ No
14. Per the requirements in I5A NCAC 02H .0404(g)(7). how much green area is provided? _ ft'-
15. Is the green area clearly delineated on the plans? ❑ Yes or ❑ No
16. Is the spray irrigation wetted area within 200 feet of any adjoining properties? ❑ Yes, ❑ No or ❑ N/A (i.e., drip irrigation)
17. Does the designed annual loading rate exceed 91 inches? ❑ Yes or ❑ No
FORM: WWIS 11-13 Page 12 of 12

Attachment B
Professional Engineer's and Applicant's Certification

Professional Engincer'sCerlif(cation:
that this application for
Engineer's name from Application Item III.l.)
—��—MAN-* IA1224�1S Lk -talc
(Facility name from Application Item 11.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications, engineering
calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with this application package and its instructions, as well as all applicable regulations
and statutes. Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
F12t1# G—ZIdS
Applicant's Certification per ISA NCAC 02T.0106(b):
I, Blake M. Kehoe Dir. of Eng. attest that this application far
(Signature Authority's name & title from Application Item 1.3.)
Clement Pappas NC Inc
(Facility name from Application Item 11.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. 1 also understand that ifall required parts of this application package are not completed and that ifalI required
supporting information and attachments are not included, this application package will be returned to me as incomplete. I further certify
that the Applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without
proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any
active compliance schedule, mrl (lo not have any overdue annual fees per 15A NCAC 01 1'A I05_Ce)•
NOTE,. — In accordance with General Statutes 1,13-215.6A and Id3-215b13, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well
/aass civil penalties up to $25,000 per violation.
Signature: T1�`ki ��— /�• /� Date:
FORM. WWIS II - II Page 13 of 12

Attachment C
Property Ownership Documentation

12/42014
North Carohm Secretary of State
err niinf I nnin RPnIC}Pr
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date:
12/4/2014
Click here to
View Document Filings I File an Annual Report I
j Print a Pre -populated Annual Report Fillable
PDF Form I Amend A Previous Annual Report
Corporation Names
Name
Name Type
NC CLEMENT PAPPAS NC, LLC
LEGAL
NC CLEMENT PAPPAS NC, INC.
PREV LEGAL
Limited Liability Company Information
S OS I D:
0591854
Status:
Current -Active
Effective Date:
5/21/2001
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
NOTICE SENT
Registered Agent
Agent Name:
KEHOE, BLAKE
Office Address:
125 INDUSTRIAL PARK ROAD
MOUNTAIN HOME NC 28758
Mailing Address:
125 INDUSTRIAL PARK ROAD
MOUNTAIN HOME NC 28758
Principal Office
Office Address:
125 INDUSTRIAL PARK ROAD
MOUNTAIN HOME NC 28758
Mailing Address:
ONE COLLINS DRIVE, SUITE 200
CARNEYS POINT NJ 08069
Officers/Company Officials
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
4721
http://www.secretary.state.m.us/cuporati /Corp.aspx?Pitemld=10181314 1l1

M
Printed:Dec 04, 2014
WARNING: THIS IS NOT A SURVEY. All Information or data provided (whether subscribed. purchased or otherwise distributed) Is provided as Is.
without any warranties, including the warranties of merchantability or of fitness for a particular purpose. Henderson County and its employees
make no warranties or guarantees, either express or Implied. Use of the Information or data subscribed, purchased or otherwise distributed,
whether In hard copy or digital media, shall be at the user's own risk.

NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED, Made this 8th day of June, 2001 by and between
GRANTOR
NORTHLAND CRANBERRIES,
INC., a Wisconsin corporation,
800 First Avenue South
Wisconsin Rapids, Wisconsin 54495
GRANTEE
CLEMENT PAPPAS NC, INC.,
a North Carolina corporation
c/o Clement Pappas & Company, Inc.
10 North Parsonage Road, Seabrook,
New Jersey 08302
The designation Grantor and Grantee as used herein shall include said parties, their
heirs, successors, and assigns and shall include singular, plural, masculine, feminine or
neuter as required by context.
WITNESSETH :
The Grantor, has bargained and sold and does by these presents does hereby grant,
bargain, sell and convey to the grantee in fee simple, its successors and assigns, all those
certain lots lying and being in Hoopers Creek Township and Hendersonville Township,
Henderson County, North Carolina, with the buildings and improvements thereon erected
and more particularly described as follows:
SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF
•- TO HAVE AND TO HOLD the aforesaid lots or parcels of land and all privileges
and appurtenances thereto belonging to the Grantee in fee simple, its successors and
assigns forever.

matters set forth in Exhibit "B" attached hereto and made a part hereof, and that it shall
and will forever warrant and defend the title to said land and premises, with the
appurtenances, unto the Grantee, its successors and assigns, again the lawful claims of all
persons whomsoever.
IN WITNESS. WBEREOV, the Grantor has caused this Deed to be executed by its
duly authorized officers and its common seal to be hereunto affixed by authority of its
Board of Directors, the day and year first above written.
ATTEST:
Nate e ey . Jones
Tit e: sistant Secretary
,pf,TllL%,
s
z
53��
NORTHLAND CRANBERRIES, INC.,
a Wisconsin corporation
By: av `2 - .
Name: Kenneth A. Iwinski .
Title: Vice President

J IMIC ur IVCYY JCIZoCi .�+
:SS
COUNTY OF CAMDEN
I, 04410,,Zy IV- SnViTiY a Notary Public of the County and State
aforesaid, certify that Jeffrey J. Jones, personally came before me this day and
acknowledged that he is the Assistant Secretary of Northland Cranberries, Inc., a
Wisconsin corporation, and that by authority duly given and as the act of the
corporation, the foregoing instrument was signed in its name by Kenneth A.
Iwinski, its Vice President, sealed with its common seal, and attested by himself
as its Assistant Secretary. �y
Witness my hand and official stamp or seal, this d day of June, 2001,
o Public r
me: SANDRA MULLICA SMITH
NDTARY PUBLIC 0V NEwd`-I-ISEY
Title; Mv�nmmL� inn Fxpir2�Fei�r4iy23,
My Commission Expires:
L�.
The foregoing Certificate of S .Ae hs certified to be
correct. Filed for egistration on the c24 day of c� . , 2001 at
3 -'� o`clock tM and Registered in the Office oft the Register of Deeds for
Henderson County, North Carolina in Book No. ,� , page / P
L't, . [.J . /V\.'&
REGISTER OF DEEDS FOR HENDERSON COUNTY

NORTHLAND CRANBERRIES, INC.,
a Wisconsin corporation
TO
CLEMENT PAPPAS NC, INC.
a North Carolina corporation
WARRANTY DEED
Prepared by and return to:
ARCHER & GREINER
A Professional Corporation
One Centennial Square
Haddonfield, New Jersey 08033
Attn: Juhan Runne, Esquire
G
9294734

Parcel 1:
Being all that piece, parcel or tract of land lying and being situated in Hoopers Creek Township,
.Henderson County, State of North Carolina and being more particularly described as follows:
Being all of Tracts Two and Three described in Deed Book 871 page 764 and that parcel
described in D.B. 947 page 459 and the Maxwell Tract described in D.B. 947 Pg. 459:
Beginning at a point, said point being the Point of Beginning of the Maxwell Tract described in
D.B. 947 Pg. 459 and running with the centerline of a creek seventeen (17) calls to -wit:
S41 ° 18'03"W for a distance of 30.85 feet to a point; thence S03 °09'39"E for a distance of 84.79
feet to a point, said point also being the Point of Beginning of Tract Two as described in D.B.
871 Pg. 674; thence continuing with the centerline of a creek S06* 15'07"E for a distance of 10.04
feet to a point; thence S10'08'41 "W for a distance of 35.17 feet to a point; thence S50°51'04"E
for a distance of 22.85 feet to a point; thence S 10 °36'29"E for a distance of 53.25 feet to a point;
thence 301 °36'42"E for a distance of 50.45 feet to a point; thence 886°26'56"E for a distance of
27.50 feet to a point; thence SO I ° 163I "W for a distance of 44.93 feet to a point; thence
S18 °41'24"W for a distance of 15.77 feet to a point; thence S33 °08'28"W for a distance of 20.44
feet to a point; thence S09°45'14"W for a distance of 46.94 feet to a point; thence S30'23'21"W
for a distance of 170.45 feet to a point; thence S27 °23'11 "W for a distance of 320.30 feet to a
point; thence S22 ° 19'04"W for a distance of 75.40 feet to a point; thence S57°27'1 TV for a
distance of 16.58 feet to a point; thence S14*20'53"W for a distance of 562.70 feet to a point
where the said creek enters Mud Creek; thence turning and running with Mud Creek for three
calls to -wit: N77°43'58"W for a distance of 93.18 feet to a point; thence N54°01'20"W for a
distance of 213.35 feet to a point; thence N40 °06'22"W for a distance of 26.97 feet to a point;
thence turning and running with the boundary line of Tract Three as described in D.B. 871 Pg.
764, S50°57'18"W for a distance of 1538.47 feet to a 1" iron pin on the northeastern margin of
Egerton Road; thence with said margin of Egerton Road N40°01'16"W fora distance of 389.74
feet to a 1" iron pin; thence turning and running with the northwestern property line of said Tract
Three N50 ° 56'42"E for a distance of 1484.56 feet to a point, said point being the Point of
Beginning of said Tract Three and being located in Mud Creek; thence following Mud Creek and
the southern property line of Tract Two, N63 °04'38"W for a distance of 9.42 feet to a point;
thence N62°00'00"W for a distance of 70.00 feet to a point; thence N62°30'00"W for a distance
of 125.00 feet to a point; thence N65 '30'00"W for a distance of 125.00 feet to a point; thence
N57 °30'00"W for a distance of 112.13 feet to a point, said point being the southwesternmost
corner of said Tract Two; thence a line with Tract Two N26°51'10"E for a distance of 30.05 feet
to a point on said property line; thence with the southern boundary line of the Maxwell Tract
mentioned above and Mud Creek twenty-three (23) calls to -wit: N69'02'59"W for a distance of
115.24 feet to a point; thence N52°44'40"W for a distance of 167.58 feet to a point; thence
N56° 10'35"W for a distance of 258.92 feet to a point; thence N19°06'39"E for a distance of

112.55 feet to a point; thence S83 °46'36"W for a distance of 300.49 feet to a point; thence
S64°26'03"W for a distance of 202.24 feet to a point; thence N87°59'25"W for a distance of
187.32 feet to a point; thence.N89°39'15"W for a distance of 323.76 feet to a point; thence
S81 °10'31 "W for a distance of 176.94 feet to a point; thence S68 °20'03"W for a distance of
.133.39 feet to a point; thence S74°24'05"W for a distance of 148.52 feet to a point; thence
N30016'27"W for a distance of 176.85 feet to a point; thence N73 °48'43"W for a distance of
194.74 feet to a point; thence N67° 04'47"W for a distance of 148,83 feet to a point; thence
N65 021'40"W for a distance of 207.42 feet to a point; thence N65 °58'52"W for a distance of
173.35 feet to a point; thence S89°47'18"W for a distance of 61.14 feet to a point at or near the
intersection of Mud Creek and the eastern margin of Norfolk -Southern Railroad; thence with said
margin of Norfolk -Southern Railroad N22°34'35"W for a distance of 1577.23 feet to a point;
thence turning and running with the property line between the Maxwell Tract and Lane
S57°01'03"E for a distance of 900.87 feet to an iron pin; thence S57°06'45"E for a distance of
97.84 feet to an iron pin in a ditch line; thence with said ditch line and the western side of Byers
Farm Road S57' 13'55"E for a distance of 862.71 feet to an iron pin; thence 933 °45'03"W for a
distance of 486.62 feet to an iron pin; thence S64°31'35"E for a distance of 319.39 feet to an iron
pin; thence N20°58'42"E for a distance of 497.15 feet to an iron pin;4hence 959°1 VOTE for a
distance of 40.00 feet to an iron pin; thence N06 °20'57"E for a distance of 434.59 feet to an iron
pin; thence turning and running with the property line between the Maxwell Tract and Ryder and
with a fence line, N88 °47'22"E for a distance of 1279.79 feet to an iron pin; thence S00° 13'45"E
for a distance of 376.73 feet to. an existing fence post; thence N88 ° 12'51 "E for a distance of
224.61 feet to an iron pin; thence N01 °30'32"E for a distance of 415.83 feet to an iron pin, said
pin being located on the southern right-of-way line of Interstate 26; thence with said right-of-way
of Interstate 26 ten (10) calls to -wit: on a curve to the left a chord bearing and distance of _
S48 °58'32"E for a distance of 675.40 feet (R=3954.72', L=676.22') to a R/W monument; thence
S53 °32'32"E for a distance of 154.72 feet to a R/W monument; thence on a curve to the left a
chord bearing and distance of S52°45'45"E for a distance of 142.25 feet (R=3720.53', L=142.26D
to a R/W monument; thence S51 °34'46"E for a distance of 187.30 feet to a R/W monument;
thence S45°38'08"E for a distance of 317.08 feet to a R/W monument; thence S58 °47'55"E for a
distance of 301.04 feet to an iron pin; thence on a curve to the left a chord bearing and distance
of S61 °51'41"E for a distance of 116.38 feet (R=1098.87', L=116.43') to an iron pin; thence
S76°55'02"E for a distance of 303.69 feet to a R/W monument; thence S60°51'28"E for a
distance of 65.49 feet to an iron pin; thence on a curve to the left a chord bearing and distance of
S60°47'22"E for a distance of 66.70 feet (R=2751.78', L=66.70') to a point, said point being the
Point of Beginning. Contains 144.40 Acres more or less.

zitate or rvortn carotma ana oemg more parucutarty aescnoea as rottows:
Beginning on a P.K. Nail at the intersection of the centerline of Southern Railroad and the
northwestern right-of-way of Cloverdale Road and running with said right-of-way of Cloverdale
.Road N 33 degrees 25' 25" E for a distance of.215.40 feet to a new iron pin; thence N 49 degrees
43' 14" E for a distance of 593.00 feet to a P.K. Nail 'at the intersection of rights -of -way of
northwestern right-of-way of Cloverdale Road and the southwestern -right-of-way of Edgerton
Road; thence on a curve to the right a chord bearing and distance of S 85 degrees 08' 26" E for a
distance of 98.26 feet (it=70.00, L=108.92') to a new iron pin; thence with the southwestern
right-of-way of Edgerton Road S 40 degrees 00' 00" E for a distance of 909.09 feet (passing an
iron pin @ 843.29') to a point at the intersection of the southwestern right-of-way of Edgerton
Road and the southwestern right-of-way of Industrial Park Road; thence with a curve to the right
a chord bearing and distance of S 01 degree 17' 05" W for a distance of43.19 feet (R=32.73,
L=47.17) to apoint on said right-of-way, thence S 42 degrees 34' 08" W for a distance of 848.22
feet (passing and iron pin @ 55.52') to a RR Spike in the centerline of Southern Railroad; thence
with the centerline of Southern Railroad N 40 degrees 00' 00" W for a distance 1057.84 feet to
the Point of Beginning. Contains 21.03 Acres more or less.
BEING the same land and premises which became vested in Nordiland Cranberries, Inc.,
a Wisconsin corporation by Deed from Seneca Foods Corporation, a New York corporation
dated December 30, 1998, recorded in the Register of Deed for Henderson County on May 17,
2000, in Book No. 1024, Page 236&c.

I. Right of Way and Easement contained in Deed to Seneca Foods Corporation from William 1vI.
Maxwell and Margaret E. Maxwell dated -April 17, 1979 in Book 575 of Deeds at page 609.
2. Right of upper and lower riparian owners in and to the use of the waters of Mud Creek, Byers
Creek and any navigable waters located on the Real Property and the natural flows thereof.
3. Rights of the railroad company servicing any. railroad siding located on the Real Property in and to
the ties, rails and other properties constituting said railroad siding or in and to the use thereof and
also rights of others thereto entitled in and to the use thereof.
4. Unrecorded easement and lease granted by Seneca Foods Corporation to Enerydyne III, LLC
pursuant to Steam Purchase Agreement dated 9/25196.
5. Deed of Trust to Trustee(s) for W. M. Maxwell and wife, Margaret E. Maxwell, recorded in Book
741, page 188, Henderson County Registry.
6. Building restriction line(s), easement(s) and other matters as shown on a plat recorded in Plat Book
7, at Page 117, Henderson County Registry.
7. Easement(s) to Duke Power Company recorded in Book 309, Page 47; Book 332, Page 79; Book
347, Page 254; Book 371, Page 180; Book 481, Page 29; Book 509, Page 484; Book 588, Pagd
770; and Book 580, Pages 206 and 207, Henderson County Registry.
8. Judgment for the right of way by Duke Power Company recorded in Book 589, Page 414,
Henderson County Registry.
9. Right of Way Deed recorded in Book 499, Page 221, Henderson County Registry.
10. Right of Way recorded in Book 744, Page 235 (Byers Farm Road), and Book 420, Page 475,
Henderson County Registry.
it. Summey Outdoor. Advertising, Inc., lessee, for advertising space, a memorandum of which is
recorded in Book 915, Page 685, Henderson County Registry. This lease was replaced with one
of The Lamar Companies leases referred to in (17) below.
12. Summey Outdoor Advertising, Inc., lessee, for advertising space, a memorandum of which is
recorded in Book 838, Page 765, Henderson County Registry. This lease was replaced with one of
The Lamar Companies leases referred to in (17) below.
13. Boundary Line Agreement as set forth in that certain agreement recorded in Book 574, Page 825,
Henderson County Registry.
14. Lease Agreement with Capital Outdoor, Inc. dated March 10, 1998, for advertising space, recorded
in Book 951, Page 43, Henderson County Registry.
15. Right of way maintenance provisions recorded in Book 871, Page 764, Henderson County Registry.
16. Right of way agreement with Duke Power Company recorded in Book 545, Page 719, Henderson
County Registry.
17. Unrecorded leases by Northland as lessor to The Lamar Companies as lessee for advertising space
(Renewal Leases dated 4/22/99).
18. Rights of Way of Cloverdale Avenue.
19. Rights of Way of Edgerton Road.
20. Rights of Way of Industrial Road.
21. Interstate 26 is a limited access highway and direct access thereto is not provided.

Attachment D
Water Balance Calculation

• '•
Eik G S F1
231 HAYWOOD SI REE I. AsHEVILLE, NC 28801
TEL. [phone] FAc. 82 8.28 1.3351
W W W-ALTAMONTENV IRONMENTAL.COM
WATER BALANCE
Currently, Clement Pappas has 1.25 MG of wastewater storage available. A water balance was prepared
using the North Carolina Department of Environment and Natural Resources (DENR) Water Balance
computation. The water balance includes the following estimates and assumptions:
• Flow-185,000 gallons per day (gpd)
The requested flow to be permitted, of which 120,000 gpd are assumed to be spray irrigated and
65,000 gpd are directed to the dissolved air flotation (DAF) unit.
• Area of open storage (e.g., lagoon)-1.60 acres
The area within the banks of the existing lagoon.
• Loss due to evapotranspiration-27.83 inches per year
From the NOAA Technical Report NWS 34, Mean Monthly, Seasonal, and Annual Pan Evaporation for
the United States.
• Precipitation-73.60 inches per year
From the U.S. Department of Commerce, National Oceanic and Atmospheric Administration (NOAA),
National Environmental Satellite, Data, and Information Service. Data is from the Hendersonville 1
NE, NC US station.
• Irrigation-33 inches per year
The irrigation required to discharge approximately 120,000 gpd seven days per week across 50.49
acres.
The attached water balance is based on the utilization of all 50.49 acres of spray field. Per the permit
Performance Standard 4 in the North Carolina Department of Environment and Natural Resources (DENR)
Permit Number W000004797, application rates for the water balance have been set to 0.20 inches per
hour and not to exceed 52 inches over 12 months. A drainage coefficient of 0.036 has been used based on
site -specific soil conditions. Temperature and precipitation data used in this water balance was acquired
from the U.S. Department of Commerce, NOAA, National Environmental Satellite, Data, and Information
Service. Data is from the Hendersonville 1 NE, NC US Station. PAN Evaporation data is from NOAA Technical
Report NWS 34, Mean Monthly, Seasonal, and Annual Pan Evaporation for the United States, Murphy, North
Carolina station.
P:\Clement Pappas\Permit Modifications\Permitting% DENR\Water Balance\150515Lr-Water Balance.Dom

A Spray Irrigation Water Balance for
Permit No: WQ0004797
Permittee Name: Clement Pappas
Contact Name: Blake Kehoe
Address:
Facility Clement Pappas Spray Irrigation
Address: 125 Industrial Park Road, Hendersonville, NC 28758
Water Budget Prepared By:
Wyatt Edsel, Altamont Environmental, Inc.
150515-Max Flow DENR water balance.xism Project Id ve, s,<,,, a Dnrem6� : d )1a4

Quick Water Balance for:
Quick Water Balance Assuming No Storage
Spray Irrigation Area= 50.49' acres Inpul==>
Output =>
Limiting Soil Ksat =
Drainage Coefficient =
Kv= Kest (Drainage CoeHJ
#of Days
in
Month
(days)
0.200
0.036
=
ET
(inlmo)
inch/hour
0.1728
Vertical
Drainage
(in/mo)
Inchltlay
Monthly
Precipitation
(in/mo)
Maximum
Allowable
Irrigation
(inlmo)
Maximum
Allowable
Irrigation
(gallons/day)
Maximum
Allowable
Irrigation
(gallonslmonth)
January
31
0.19
5.36
4.77
0.78
34,491
1,069,219
February
28
0.38
4.84
4.54
0.68
33.208
929.832
March
31
1.06
5.36
5.12
1.30
57,331
1.777,270
April
30
2,09
5.18
4.00
3.27
149,418
4.482,532
May
31
3.62
5.36
3.91
5.07
1 224,096
6.946.991
June
30
4.99
5.18
4.98
5.10
232,892
6.986,764
July
31
5.64
5,36
4.95
6.05
267,372
8,288,525
August
31
5.08
5.36
5.08
5.36
237,110
7,350,406
September
30
349
5.18
4.70
3.97
181,460
5.443,787
October
31
2,01
5.38
1 3.47
3.90
172.555
5.349,207
November
30
5,18
4.58
1.54
70.233
2.106,978
December
31
5.36
4.66
1.02
45,124
1.398,853
TOTAL= 365 29.71 63.07 54.76 38.02
Formulas: (Max. Allowable Irrigation) = (ET) + (Drainage) - (Precipitation)
52,130,363
150515-Max Flow DENR water balance.xlsm "No Storage" Version 5 December 2004

Enter Data =_-� Precipitation Worksheet
Calculate the precipitation for an 80th percentile "wet' year, based on long term data (approx. 30 years or greater;.
Click on each step box
Precipitation Data
Step 1
Step 2
Mean Monthly
Percent of Mean
80th Percentile
Month
Precipitation
Annual Precipitation
Monthly Precipitation
inches
Percent
inches
January
4.77
8.71
1 6.41
February
4.54
8.29
6.10
March
5.12
9.35
6.88
Apol
4.00
7.30
5.38 1
May
3.91
7.14
6.26
June
4.98
9.09
~ 6,691 Values shown in yellow
Jul
4.95
9.04
( 6.65 -i cells are linked to other
:locations within the Water
August
5.08
9.28
1 6.83 1 Balance Program
September 1
4.70
8.58
( 6.32 1
October 1
3.47
6.34
L�4.666
November
4.58
8.36
( 6.16
December
4.66
8.51
I 6.26 I
TOTALS =
54.76
100.00
73.60
Fri I
---j;
Step 3 - Precipitation Data Soucre I
Location of Precipitation Data:
Staring Year of Data Record:
Hendersonville 1 NE. NC US
1981
Ending Year of Data Record: 2010 Step 4
Period of Record (Years( =
Source of Data.
Other (List Below)
U.S. NOAA Hendersonville, NC Station
Important Note: Period of record for precipitation data should
match period of record for temperature data
150515-Max Flow DENR Water balance.xlsm Precip Version 5 December 2004

Enter Data =>a=� Potential Evapo-Transpiration (PET)
Worksheet
[]ManueNy Entered PET
Choose PET Method: 0+ Thornthwalle Method Click on CheckBox
Click on each step box
PET Data
usedIn
Water
Balance
- .
Thornthwaite PET Calculation
8 .1 _''.
_-s.
`a_
Mea; Dayl ht CaiPET ed
Month mopnlhly h ure8112 Meal index Site Lelilutle
Itlegrees F7 OO IneM1es tle9rees
I
January 31.3 067 0.45
______
0.18
Y
0.30.19
February 40.6 085 a9J 8
March 4].] 1.03 223 16" "35�-,ry
I 1.00
April 55.5 109 4.28 2.09
I IN I
Mry 64.0 1.21 6.82 162
June 71.4 121 9.35 419
t~M
Vale.. shown in
Jul 75.0 1.23 loan] 56"
i 564 j
yellow calls am
August 73.7 1.16 Will SAII
I 5." I
linked to other
669 1.03 ].]8 3,49
t-34.9
Iocewater within
f.rSeptember
W..Na
October 560.9] 4.6] 2.01
t 2.01
Program
Program
November
November 47.9 086 2.3T 0.93
j 0.93 I
Deeember 0.85 0]9 0.32
I 0.32
TDT� 6� 2�
J
Malt--
Source of Temperature Data
Source of PET Dale
.. 8tep 3�
_. Btep g
Loretta. of PrtcipitaImn Data: Hendemonv0le, NL
Staring Yearof Oats Reeard 1981
Ending Year of Oat. Record: 2010
Period of ReceN(Years)= 29
Source of Data.
Otbor
LL5. NOAA Hendersonville, NC station
150515-Max Flow DENR water balance.xlsm PET Version 5 December 2004

Influent, Lagoon Storage,
and Zone Setup Worksheet
niculata iba adjusted Innuanl loading by Includmg tM Limn
.,no Insses In. the Stange Lagoon, and set up the Spray
Click on each step box
Enter Data NE::] Pan Evap. Data
Day- Pan
par Evaporation Atllustetl
MoniM1 onm Gala Pan Oete
111CMe
January 31 1.09 (M
FBbNery 28 1.46 1.02
Match 31 2.90 2.03
April M 4.19 2.93
May 31 5.16 3.61
June 30 &W 3.90
July 31 S.UT 3.55
August 31 i95 3.54
September 30 3.87 ZTt
cereals, 31 2.77 Ise
November 1 30 1.60 1.12
December ]i 1.02 1, 0.71
Tolab: 365 39.15 2T.83
J
Source of PAN Evap. Data
l Slap 6
Other (List Below)
httollwww.nws.noaa.Dov/oh/hd
sGPMP related sfudleerr1334.
!Z
Area 01
Lagoon
acres
Precip II Lagoon Gains B Losses
Design Deily
Flow (Influent)
Influent
Lagoon I I Lagoon Design Innuanl
Game from Losses Volume per
"JIM)
12TA19
3,197.420 11 1,208.807
gallons
3,7211,000
],360,000
3,720,000
],800,000
3,720,000
3,800,000
3.720,000
3.720,000
3.600,000
3.no.000
3,600,000
] 720,000
43.800000
alai Flgw (O be
Disposed Total Flow to
(Annual al Zones
Avenged)
galslday paWtley
125,446 ......... 125,448
Should be
sent
Total: Influent �
Lagoon Galm 8
LOb665
9dllonc
3.965,372
3,580,090
3.900.7615
3,706,140
3,791.387
3,721,396
3,854,849
],863,048
3.756.744
3.838,376
3,018,188
3,951,018
45,]88,812
Zone 1
Daily Flow to
Zene1
Weuetl
Acraega
galsaay sres
t25,448 SOA9
In. Rate
(Inlwk)• 0.64
Zone 1
Volume to be
Disposatl
Zone 1
'mdrd
Inigatl par
month
9811en6
IIOnea
3,888,880
r 2:"
3,512,544
1 2.58
3.888.888
1IE
3,761,440
1 ZTS
),888.888
IF 2.8/
],T6],MO
2.15
2.84
1,888,088
3,886,888
Zile
3.766,440
1 Z75
ZBe
3,888,988
3,7031140
Z75
3.808,888
L_ ZN
e5,T8B.520
SSAO
DENR water balance.xlsm Influent -Zones Setup Version 5 December 2004

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O
y
9
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g
d
m
P
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7
O
3
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moo

Attachment E
Engineering Plans

sso—Imat—ssa
i
°"
i
i
i
tt
�6EETPIGL
6NOREMWNNG GEfM
NGR
�. YIWIANY REfANMFNOFLYWIGIe/EL FOR
6RPM11/rJEfIFMTGR ISfY
I I
LJ
SHORE MOORING DETAIL
FLUAI MUUKINU UC I AIL

Attachment F
Engineering Specifications

r
AQUA AEROBIC SYSTEMS, INC.
AquamJet'
SURFACE MECHANICAL AERATOR

Aqua -Jet°
SURFACE MECHANICAL AERATOR
The Aqua -Jet! aerator is the most durable, highly efficient wastewater aerator on the market today. Since 1969, more than 80,000 Aqua -Jet
aerators have been installed throughout the world, representing 1.5 million horsepower and over 9 billion hours of runtime.
The robust design and use of the highest quality materials have also made the Aqua -Jet the most trusted aerator in the industry, outlasting
other aerators 2 to 1.
Features and Advantages
Vibration limiting design; velocity of 0.3 incheslsecond or less
• Proven oxygen and mixing performance
• Easy and flexible installation
Short lead times
Aqua -Jet' Components
Motor
Labyrinth
Diffusion it Seal Guard
Head \ /
Anti -Deflection
Insert —�
One -Piece
Shaft —�
Propeller
Intake Cone
r Volute
F Fluid Deflector
Float
Draft Tube/Anti-Erosion
Assembly (optional)
• Easily incorporated into existing plants
• Units are retrievable for easy access
• Various mooring arrangements available
Endure Series low maintenance motors save energy, reduce 0&M
costs and increase performance
Motor - standard 3-year warranty, severe duty, totally enclosed fan -cooled (TEFC),
Class F insulation, 1.15 service factor
Diffusion Head - monolithic casting, 304 stainless steel (ss), limits vibration
Motor Shaft - one-piece, 17-4 precipitation hardened (PH) ss, eliminates couplings
Float - Fiberglass or 304 ss exterior. Interior closed -cell polyurethane foam adds
structural stability and prevents sinking. Heavy wall ss volute.
3ropeller - two -blade design precision cast, 316 as, non -dog operation
Intake Cone/Anti-Vortex Cross - 304 ss, provides minimum headloss
Aqua -Jet° Operation
The Aqua -Jet aerator is a mechanical direct -drive unit
designed to provide optimum oxygen transfer in a variety
of municipal and industrial wastewater applications. The
performance of the Aqua -Jet aerator also provides the
mixing necessary to uniformly disperse oxygen and organic
matter within the microbial population.
How it Works
Basin water is pumped up into the intake cone and through
the volute, and is dispersed through the diffusion head in a
spray pattern. Oxygenation occurs at two critical points:
1) when the water exits the diffusion head and 2) when the
spray enters the water surface.
Typical Aqua -Jet' aerator operation.

:NSIONS (inches)
she
Dia.
Mooring
Cable
Dia.
VI6-
114°
C
D
E
4
7.5
46.75
.875
4
7.5
46.75
.875
5
11
59.5
1.250
5.25
11
59.5
1.250
6.75
1 11
59.5
1.250
6
1 12
70
1.750
6.25
12
70
1350
6.5
1 13.5
1 82.88
2.125
6.75
13.5
Wit
2125
9.5
14.88
94.5
2.125
10
14.88
94.5
1 2.500
105
14.88
94.5
1 2.500
8.88
14.88
1%63
2.500
10
14.88
114.63
2.703
10
14.88
114.63
2,703
17
131
3.930
E115
19
131
3.930
311
1
11.65
19
131
3.930
eed units are available upon request
al Aqua -Jet Aerator Operating Depths"
r)
I
2
3
4
s
6
7
8
9
Io
n
I2
13
14
I5
6
17
IE
19
20
21
22
23
24
25
Unit Size (Horsepower)
FSS Series (fiberglass)
FSS
Model
HP
RPM
Approz
ShipWt
Ibs
DIMENSIONS (inches)
Shaft
Dia.
A
8
C
D
E
4200111
1
1800
325
34,69
8.5
1 4
7
4675
.875
4200211
2
1800
325
34.69
8.5
1 4
7
46.75
.875
4200311
3
1800
550
44.13
8.5
4
11
64
1.250
4200511
5
1&00
550
44.13
8.5
5
11
64
1.250
4200711
7.5
1800
625
46.63
8.5
6
11
64
1.250
4201011
10
1800
900
51.69
10.38
55
12
71
1.750
4201511
15
1800
925
55.63
10.38
6
12
71
1.750
4202011
20
1200
1,100
79.94'
27.5'
7
14
84
2.125
4202511
25
1200
1,150
80.81'
27.5'
1 8
14
84
2.125
4203011
30
1200
1,845
86.94
'30
8
15.5
94.5
2125
4204011
40
1200
1,845
90.31
'30
9
15.5
94.5
2.500
4205011
50
1200
1,900
90.31
'30
9
15.5
94.5
2.500
4205021
50
1200
2,350
101.06
40.69
5.5
15.25
114.75
2500
4206011
60
1200
2700
102.81
40.69
6.25
15.25
114.75
2703
4207517
75
1200
2700
102.81
40.69
1 6.25
1 15.25
114.75
2.703
Includes allowance for anti -vortex cross. Dual speed units are available upon request.
Mooring
Cable
Dia.
3116°
Aqua-Jer Aerator Model SS-PW
• Ideal for Total Trihalomethane (TTHM) stripping in potable water
applications with a minimum volume of 100,000 gallons
Aerated lagoons ` ANSI/NSF 61 approved by Underwriters Laboratory (UL)
• Endura° Series high efficiency, low maintenance motors
1 1 3 15 17.5110115120125 30
40 50 60 75 100 125 150
Too Shallow
Anti -Erosion
Assembly
Recommended
Normal
Operation
I
2
3
4
s
6
7
a
9
Io �
II s
I2 g
13 m
14 0
5 `m
6 0
17 3
IB
19
20
21
22
23
24
25
which require continue
cold weather months,I
of an inadequate heat
process selection or el
conditions. This aerate
proven to operate effic
variety of applications,
sub -zero temperatures
shield mounted to the
Anti -Erosion i
Anti -Erosion Assemblil
to the bottom of the A(
cross. The assembly c
the intake cone, rather
from directly below it; 1
prevents damage to th
liner or erosion of the I
Anti -Erosion Assembli
available for all horsep
Aqua -Jet aerators. Col
your Aqua -Aerobic rep
Draft Tubes
The Draft Tube access
and permits a deeper:
6 feet.
Low Trajector
The Low Trajectory Dit
polyethylene ring that i
increasing the diamete
spray of the Aqua -Jet 1
misting. Low trajectory
where a smaller, lower
Arctic Pak
The Arctic Pak ring co
minimize the chance o
Jet aerator, such as th
complete with its own.
the motor fan cover), s
panel. Operation of th(
ambient temperature tl
iit is available in
�„ a used on either

Aqua -Jet' Mooring Arrangements
There are four standard mooring arrangements for the Aqua -Jet aerator. The type selected is dependent on the specific application.
Post/Maintenance Span Mooring
Mooring Span Mooring is used in larger
A mooring post is installed on lagoon applications, allowing
shore and the mooring line more than one (1) aerator to be
is attached to n eyebolt tattached to a single mooring
m
the post. A maintenance
loop loop cable across the lagoon. Each
enables the operator to pull the aerator is attached to the cable
unit to shore or opposite side of using a 3 point mooring concept
the basin without disconnecting and can be removed individually
the line. Available for 3 or 4 for service (plan view shown to
point mooring. the right).
Restrained Mooring Pivotal Mooring
Restrained Mooring is used in A Pivotal Mooring arm is used in
applications with varying water applications with varying water
levels. The Aqua -Jet mooring levels with arm lengths up to 40
frame fits around the mooring feet. The arm fits at the base of
posts and allows the aerator to the motor allowing the aerator to
slide up and down the posts as adjust to varying water levels.
the water level changes.
Aqua -Jet' Typical Applications
Extended aeration • Equalization • Oxidation ditches • Municipal -industrial • Batch reactor
Aerobic digestion • Aerated lagoons • Sludge holding combinations processes
Pulp and Paper Mills
• Simple and flexible installation
• Equipment is easily retrievable without dewatering basin
• Short lead times
• High efficiency motors reduce energy consumption
Low installation cost
Easily retrofitted into existing aeration systems
Digesters/Sludge Holding Basins
• Provides efficient oxygen transfer and complete mixing
• Pivotal Mooring or Restrained Mooring accomodates large
changes in water level
• Units can be pulled to the side of the basin for service
without dewatering
• Aerator can be cycled ontoff to control dissolved oxygen
(D.O.) and save energy

Providing TOTAI
Water Management
Solutions
Visit our website at www.aqua-aerobic.com to learn more about the
Aqua -Jet® Surface Mechanical Aerator and our complete line of
products and services:
Aeration & Mixing
Biological Processes
Filtration
Membrane Systems
Controls & Monitoring Systems
Aftermarket Products and Services
AQUA -AEROBIC SYSTEMS, INC.
• 6306 N. Alpine Rd Loves Park, IL 61111-7655
p 815.654.2501 f 815.654.2508
www.aqua-aerobic.com
[e-mail]
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© 2013 Aqua -Aerobic Systems, Inc. Bulletin # 950K 4/13

Attachment G
Site Map

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NORTH CAROLINA U.S.G.S QUADRANGLES; MAP DATES: 1985; = SEAL
PHOTOREVISED: 1990 AND 1991. 27261
2. PROPERTY BOUNDARY FROM HENDERSON COUNTY GIS. a--
�j. CINE. `
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NC FIRM LIC# C-2185
ALTAMONT ENVIRONMENTAL,SITE LOCATION MAP FIGURE
E N G I N E E R I N G & H Y D R 0 G E 0 L 0 G Y
231 HAYWOOD $igEFASNEVILLE, NC zeeoi CLEMENT PAPPAS NC, INC.
TE L.SZS.l28. 2B1.3330 FAC.828.291.3331
"'" """°""q"'"°„q°""E E'„ 125 INDUSTRIAL PARK ROAD
DRAWN BY: WYATT EDSEL HENDERSONVILLE, NC
MANAGER: CHRIS GILBERT SCALE: 1"=2000'
CLIENT: CLEMENT PAPPAS 1000• o• 1000' 2000•
DATE: 03/13/15 WWWWWWWRFile P.th: P:\Clement Pappas\Permit Modifications\CADDIPLANS

0 OLD OR FORMER MONITORING WELL
0 MONITORING WELL (IN USE)
O PIEZOMETER
4' CONTOUR
100' CONTOUR
---STREAM CENTERLINE
PROPERTY BOUNDARY
• BUILDINGS
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NC FIRM LIC# C-2185
500 FOOT OFFSET OF
WASTEWATER IRRIGATION,
`REATMENT AND STORAGE
. , C01
BOI
FIELD #5
PZ-02
SOURCE:
I. AGRI-WASTE TECHNOLOGY,
INC. (AWT) MAY 4, 2001
IRRIGATION PLAN.
2. EARTH SYSTEMS ASSOCIATES,
LTD. FIGURE 3 LAND TREATMENT
SYSTEMS, UNDATED.
3. HENDERSON COUNTY GIS
WEBSITE ACCESSED MAY 5, 2015.
4. 2010 AERIAL ORTHOIMAGERY IS
FROM NC ONE MAP.
NOTES:
I. PROPERTY BOUNDARY LINES,
BUILDINGS, AND STREAM
CENTERLINES FROM HENDERSON
COUNTY GIS.
2. IRRIGATION FIELDS FROM AWT
IRRIGATION PLAN.
3. COMPLIANCE BOUNDARY
DETERMINED PER 15A NCAC 02L
.0107.
4. REVIEW BOUNDARY
DETERMINED PER 15A NCAC 02L
.0108.
3,0600' 1200'
SCALE I' = 600'
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ENGINEERING & H Y D R 0G E 0LOCY
231 H.Pwoop SM ET. A Vln , NC 28W
T&.22e.2E0350 FACA2e.281.3331 CLEMENT PAPPAS
M .4..1YJ.'RVYII AL0 L
125 INDUSTRIAL PARK ROAD
DRAWN BY: WYATT EDSEL HENDERSONVILLE, NC
PROJECT MANAGER: CHRIS GILBERT
CLIENT: CLEMENT PAPPAS

Attachment H
Operation and Maintenance Plans

AQUA-AEROBIC SYSTEMS, INC.
v -
Aqua * =Jet,
Surface Mechanical Aerator
INSTALLATION
OPERATION & MAINTENANCE
MANUAL
- - - - Aqua -Aerobic -Systems; Inc. - -
6306 N. Alpine Road . Loves Park, IL 61111 U.S.A • [phone] a Fax [phone]
For replacement parts, contact our Aeration/Mixing department.
Toll free [phone]
Copyright © 2008 Aqua -Aerobic Systems, Inc: All rights reserved.
This manual may not be copied all or in part without the express written permission of Aqua -Aerobic Systems, Inc.

WARNING
The Aqua -Jet® Aerator has a high velocity upwardly, directed hydraulic flow directly,
below the unit. In addition, horizontal surface velocities persist for some distance from
the unit. These flow patterns may, in some instances, cause damage to basin bottoms or
walls, creating leaking potential. In earthen or lined basins, Aqua -Aerobic Systems
recommends the use of a concrete pad on the basin bottom directly below the aerator. If
concrete is known to be nonresistant to the waste, other materials should be investigated.
Riprapping, or similar means of bank protection can protect basin walls. If basin contains
toxic wastes, user is advised to obtain engineering advice as to basin design and
construction necessary to prevent possible erosion and leakage.
Aqua -Aerobic Systems assumes no liability or responsibility for any damage to basin
bottoms or walls, or for any injuries or damages resulting therefrom.
© Copyright 1997, 2006, 2010 Publication No. 1 OH
Aqua -Aerobic Systems, Inc. 10/10

TABLE OF CONTENTS
SAFETY
WARRANTY
SECTION 1.0 RECEIVING AND HANDLING
1.1 Receiving
1.2 Handling
SECTION 2.0 ASSEMBLY, INSTALLATION AND START-UP
2.1
Assembly
2.1.1 SS, CSS, FSS, CFSS Aerators
2.1.1.1 Preassembled Units
2.1.1.2 Sectional Units
2.2
Mooring
2.2.1 New Basin
2.2.1.1 Bottom Mooring Points
2.2.1.2 Shore Mooring Points
2.2.2 Existing Basin
2.2.2.1 Bottom Mooring Points
2.2.2.2 Shore Mooring Points
2.3
Mooring Cable
2.4
Electrical Cable
1
© Copyright 1997, 2006, 2010 Publication No. 10H
Aqua -Aerobic Systems, Inc. 1,0/10

2.5 Wiring Instructions
2.5.1 General
2.5.2 Wiring the Motor
2.5.3 Electrical Connection at the Control Panel
2.6 Installation
2.7 Start -Up
2.8 Motor Amps (Power Consumption)
2.9 Power Supply (Voltage)
2.10 Environmental Debris
2.11 Effects of Ambient Temperature on Control Panel
SECTION 3.0 MAINTENANCE, REPAIR AND SERVICE
3.1 Maintenance
3.1.1 Motor Lubrication
3.1.1.1 ENDURA'TM Motors
3.1.1.2 All Other Motors
3.1.2 General
3.2 Repair and Service
3.2.1 Removing the Unit from the Basin
3.2.2 Disassembly of the Unit
- 3.2.3 Motor Service
3.2.4 Reassembly of the Unit
3.2.5 Factory Service Procedure
SECTION 4.0 STORAGE
4.1 Power Section
© Copyright 1997, 2006, 2010 Publication No. 1 OH
Aqua -Aerobic Systems, Inc. 10/10

4.2 Complete Unit Storage
4.3 Space Heating
SECTION 5.0 TROUBLESHOOTING
SECTION6.0 AERATOR ACCESSORIES
SECTION 7.0 EQUIPMENT DRAWINGS, PARTS LISTS AND ATTACHMENTS
a) SS/CSS Units
b) FSS/CFSS Units
c) Intake Cone/Anti-Vortex Cross Assembly
d) Anti -Erosion Plate with Intake Cone and
Anti -Vortex Cross
e) Post Mooring Frame for Restrained Mooring
Data and recommendations as to size, .power and assembly are for purposes of estimation only.
Particular designs, installations and plants may call for special requirements. Consult
manufacturer for exact recommendations or specific needs.
NOTE:
Propeller balancing and vibration analysis supplement added to back of Section 3
© Copyright 1997, 2006, 2010 Publication No. I OH
Aqua -Aerobic Systems, Inc. 10/10

SAFETY
Persons involved in installing, operating or maintaining equipment are advised to
observe all normal precautions to ensure their safety.
As with any electrical machinery, work should be done only by qualified
personnel. Power from all sources should be disconnected and locked out when working
on equipment or controls.
Because Aqua -Jet® Aerators operate in liquid filled basins, any work done on
aerators when they are in or near a basin should be done only by persons wearing Coast
Guard approved personal flotation devices. No person should work on aerators while
alone. Aerators are not made for the purpose of supporting persons, and work should not
be done by a person positioned on the aerator. It is recommended that any aerator being
serviced be first removed to the edge of the basin.
In addition, anyone working in or around equipment operating in wastewater
treatment facilities should exercise all necessary precautions with regard to personal
hygiene and sanitation.
© Copyright 1997, 2006, 2010 Publication No. 1 OH
Aqua -Aerobic Systems, Inc. 10/10

AQUA -AEROBIC SYSTEMS, INC.
Partnering for Solutions
T WARRANTY; LIMITATION OF LIABI"I I I , . Imw I./ IJliLM1111Lr�
In return for purchase and full payment for Aqua -Aerobic Systems, Inc. goods, we warrant
new goods provided by us to be free from defects in materials and workmanship under
normal conditions and use for a period of one year from the date the goods are put into
service, or eighteen months from date of shipment (whichever first occurs). If the goods
include an Endura Series® motor, the complete Endura Series unit shall be warranted by
Aqua to be free from defects in materials and workmanship under normal conditions and
use for three years from the date the product is put into service or 42 months from the date
of shipment (whichever occurs first). OUR OBLIGATION UNDER THIS WARRANTY IS
EXPRESSLY AND EXCLUSIVELY LIMITED to replacing or repairing (at our factory at
Loves Park, Illinois) any part or parts returned to our factory with transportation charges
prepaid, and which our examination shall show to have been defective. Prior to return of any
goods or its parts to our factory, Buyer shall notify Aqua -Aerobic Systems, Inc. of claimed
defect, and Aqua -Aerobic Systems, Inc. shall have the privilege of examining the goods at
Buyer's place of business at or where the goods have otherwise been placed in service. In
the event this examination discloses no defect, Buyer shall have no authority to return the
goods or parts to our factory for the further examination or repair. All goods or parts shall be
returned to Buyer, F.O.B. Loves Park, Illinois. This warranty shall not apply to any goods or
part which has been repaired or altered outside our factory, or applied, operated or installed
contrary to our instruction, or subjected to misuse, chemical attack/degradation, negligence
or accident. This warranty and any warranty and guaranty of process or performance shall
no longer be applicable or valid if any product, including any software program, supplied by
Aqua -Aerobic Systems, Inc., is modified or altered without the written approval of Aqua -
Aerobic Systems, Inc. Our warranty on accessories and component parts not manufactured
by us is expressly limited to that of the manufacturer thereof.
THE FOREGOING WARRANTY IS MADE IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR
IMPLIED, AND OF ALL OTHER LIABILITIES AND OBLIGATIONS ON OUR PART, INCLUDING
ANY LIABILITY FOR NEGLIGENCE, STRICT LIABILITY, OR OTHERWISE; AND ANY IMPLIED
WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE IS
EXPRESSLY DISCLAIMED; AND WE EXPRESSLY DENY THE RIGHT OF ANY OTHER PERSON
TO INCUR OR ASSUME FOR US ANY OTHER LIABILITY IN CONNECTION WITH THE SALE OF
ANY GOODS PROVIDED BY US. THERE ARE NO WARRANTIES OR GUARANTEES OF
PERFORMANCE UNLESS SPECIFICALLY STATED OTHERWISE.
UNDER NO CIRCUMSTANCES, INCLUDING ANY CLAIM OF NEGLIGENCE, STRICT LIABILITY,
OR OTHERWISE, SHALL AQUA -AEROBIC SYSTEMS, INC. BE LIABLE FOR ANY INCIDENTAL
OR CONSEQUENTIAL DAMAGES, COSTS OF CONNECTING, DISCONNECTING, OR ANY LOSS
OR DAMAGE RESULTING FROM A DEFECT IN THE GOODS. LIMIT OF LIABILITY: AQUA -
AEROBIC SYSTEMS, INC.'S TOTAL LIABILITY UNDER THE ABOVE WARRANTY IS LIMITED
TO THE REPAIR OR REPLACEMENT OF ANY DEFECTIVE PART. THE REMEDIES SET FORTH
HEREIN ARE EXCLUSIVE, AND OUR LIABILITY WITH RESPECT TO ANY CONTRACT OR
SALE, OR ANYTHING DONE IN CONNECTION THEREWITH, WHETHER IN CONTRACT, IN
TORT, UNDER ANY WARRANTY, OR OTHERWISE, SHALL NOT, IN ANY CASE, EXCEED THE
PRICE OF THE GOODS UPON WHICH SUCH LIABILITY IS BASED.
AeaUW&Mb*V I ftloowProamm IFdtratlon I Membranes I PM0MC0rlv0l&M0rTtWngl AWMAFke ftI%&WVllM
6306 N. Alpine Rd. Love Pwk IL61111-7655 p 61 SAW2501 f 81 SA542508 wwwagw umbk com

SECTION 1.0
RECEIVING AND HANDLING
1.1 Receiving
Upon receipt of Aqua -Aerobic Systems' equipment, the shipment should
be checked to see that no transit damage has occurred. Secondly, all units
and accessories (if any) should be checked off against the packing list and
bill of lading to assure proper contents.
Should any damage or shortage exist, please notify the factory
immediately with the complete details. Do not sign any receiving tickets
or acceptance papers unless the shipment is in the proper condition and all
accessories listed are accounted for.
Discrepancies or shortages must be reported in writing within seven days
of parts or equipment delivery to obtain credit.
1.2 Handling
Care must be taken when handling any type of heavy equipment. Careless
handling can result in damage to equipment and/or injury to persons
involved.
When loading and unloading trucks or flatcars, a forklift truck of sufficient
capacity must be used. The lift forks should extend under the float
completely supporting the unit. When lifting by crane, pickup should be
made utilizing the vertical lift eyes of the motor. (The eyes should be
checked to ensure that they are tight.) Do NOT lift the entire unit by the
float mooring eyes. When lifting by the eyes, a long lift cable or chain
should be used. Short cables and chains can nut a cross shear on the lift
eyes and break them off. Also, the lift must be equal and level. A
separate cable or chain should be attached to the lift hook. When only one
lift cable or chain is used, no backup safety exists when a disconnection or
break occurs..
© Copyright 1997, 2006, 2010
Aqua -Aerobic Systems, Inc.
Publication No. 1 OH
10/10

SECTION 2.0
ASSEMBLY, INSTALLATION AND START-UP
2.1 Assembly
2.1.1 SS, CSS, FSS, CFSS Aerators
2.1.1.1 Preassembled Units
1 HP through 25 HP units are generally shipped
preassembled to the jobsite, and require no further
assembly.
2.1.1.2 Sectional Units
(Refer to Drawings and Parts List -Section 7.0)
30 HP through 150 HP units are shipped as subassemblies.
Shipment of these units consists of (3) three items, the
Power Section, the Float Section, and the Intake
Cone/Anti-Vortex Cross Assembly.
The Intake Cone/Anti-Vortex Cross Assembly should be
bolted to the Float Section and securely tightened at all
bolt locations of the bolting flange. Jam nuts should then
be installed to lock the regular nuts into position.
It is then necessary to place the Float Section in an upright
(normal) position and lower the Power Section onto the
Float Section. Making sure to center the propeller in the
volute, slowly lower the Power Section until it sits flush
on the parting surface. The Float Section has a male index
that engages the inner diameter of the Diffusion Head
flange. When this fit is made, the Power Section is
perfectly aligned with the volute and the Float Section.
Place the drilled head bolts in the holes and securely
tighten. Using the stainless steel wire provided, safety
wire these bolts in place.
The assembled unit is now handled in the same fashion as
the preassembled unit described previously. The units
should be lifted in and out of the water by the motor lift
eyes. Observe lifting precautions previously described in
Section 1.0. Also, review the safety procedures included
in the front of this manual. Once the units are in the
water, they may be floated into position and moored.
© Copyright 1997, 2006, 2010 Publication No. 1 OH
Aqua -Aerobic Systems, Inc. 10/10

2.2
NOTE: WHEREVER THE EQUIPMENT IS ARRANGED TO
ACCOMMODATE SAFETY WIRING (BOLTS WITH HOLES DRILLED
THROUGH THEM), SAFETY WIRE MUST BE USED. IN ADDITION,
WHENEVER THE USE OF JAM NUTS IS REQUIRED, THEY MUST BE
USED TO LOCK THE REGULAR NUTS INTO POSITION.
MOORING
The Aqua -Jet® Aorator can be moored by many different arrangements. The
most common method, and the method to be discussed here, is the three-point and
four -point tie off.
2.2.1 New Basin
When a new basin exists and no liquid is in the basin, shore points
or bottom points can be selected where desired.
2.2.1.1 Bottom MooringPoints
oints
When mooring the unit to the bottom, three-point or
four -point mooring may be used. The mooring
anchors should be located at a minimum slope of
3:1 from the basin bottom to the final position of the
aerator. Enough mooring cable should be provided
to allow the vertical movement required by the
system. If more than one foot of liquid level
variation is expected, weights should be placed at
the midpoints of the mooring lines to take up the
cable slack at the low level point of operation. It is
good practice to provide float buoys on the unit end
of the mooring cable. These will keep the mooring
cables afloat should it be necessary to disconnect
the cables from the unit. Stainless steel mooring
cable and hardware should be used to assure
corrosion protection.
2.2.1.2 Shore Mooring Points
In selecting shore mooring points, three-point or
four -point mooring is satisfactory. Cable length
should be sufficient to allow variation in vertical
movement of the aerator with liquid level change.
NOTE: Aerator mooring lines need not be taut nor
should they be excessively loose. Never install the
aerator where the unit may be suspended and/or
supported by the mooring lines. Mooring cables and
© Copyright 1997, 2006, 2010 Publication No. 1 OH
Aqua -Aerobic Systems, Inc. 10/10

2.2.2 Existine Basin
2.2.2.1
2.2.2.2
2.3 MOORING CABLES
anchorages are not designed to support the unit. All
mooring cable and hardware should be stainless
steel.
Bottom MooringPoints
oints
On placement of floating aerators in existing basins
and using bottom mooring points, follow the same
instructions as described in New Basins previously.
The only difference is the need to attach the
mooring line to the mooring block before it is
lowered into the basin. These blocks should be
spaced the same as the blocks in New Basins. The
desired aerator location is chosen and mooring
block locations are established so that a minimum
slope of 3:1 is formed from the units final position
to the basin bottom.
Shore Moorine Points
Same as New Basin.
The selection of mooring cables should be in accordance with the manufacturer's
suggested standards. These standards are published in Section 6.0 Aerator
Accessories. Contact Aqua -Aerobic Systems, Customer Service Department if
additional information is required.
New mooring cables can stretch, and after the units have been installed and
operating for approximately one month, the cables should be checked to see that
they are not too loose. Liquid level change can also affect the tension on mooring
cables. Mooring cables must be securely fastened on each end so they do not
become loose and allowed to tangle up in the unit. This could cause considerable
damage to the motor or propeller and shaft.
© Copyright 1997, 2006, 2010 Publication No. I OH
Aqua -Aerobic Systems, Inc. 10/10

2.4 ELECTRICAL CABLE
The power cable for the Aqua -Jet® Aerator should be factory attached and sealed
into the junction box. However, excessive .cable lengths are shipped unwired to
prevent damage to cable. For units that are field wired, a good grade of jacketed
cable should be used. Some wastewater conditions require the use of special
cable jackets because of chemicals and solvents. However, in most applications,
electrical cable which is rated for wet -duty service is acceptable. A good quality
copper stranded 4-conductor cable (or 3-conductor with insulated ground) should
be used for the power supply. When selecting a cable, the line loss should be
carefully checked to assure the full voltage requirements at the motor. Low
voltage can severely shorten the life of the motor.
To prevent unnecessary pull on the motor terminal box, a strain relief fitting can
be used, or the power cable can be attached to a mooring cable for a distance of
15 to 20 feet from the aerator. Heavier cables may tend to cause the aerator to
"list" (tip) to one side and if this occurs, cable floats should be used to relieve the
excess weight.
The power cable should be protected from friction wear damage to the cable
jacket (which can cause a ground short). This is normally caused by the cable
rubbing against the float. A power cable "support bracket" (optional equipment)
may be used to protect the cable. Also, care must be taken to prevent the power
cable from being drawn into the suction of the aerator, or propeller and cable
damage will occur.
2.5 WIRING INSTRUCTIONS
2.5.1 General
Proper wiring of the Aqua -Jet® Aerator is essential in the
installation of the unit. Faulty wiring will cause premature failure
of the unit.
Aqua -Jet® Aerators shipped from our factory prewired are
warranted in accordance with the terms described elsewhere in this
manual. Units wired in the field must be wired in accordance with
these instructions, or the warranty of the unit is void. Aqua -
Aerobic Systems will assume no responsibility in regard to liability
for personal or property damage resulting from improper wiring.
(See the motor manufacturer's nameplate for proper wiring
diagram).
© Copyright 1997, 2006, 2010
Aqua -Aerobic Systems, Inc.
Publication No. 1 OH
10/10

2.5.2 Wiring the Motor
When wiring an Aqua -Jet® aerator motor, always wire in
accordance with the motor nameplate. Select a cable suitable to'
the National Electrical Manufacturer's Association ratings for the
voltage, amperage, and environmental conditions that exist or may
arise. Remember, light cables and the resultant voltage drop may
shorten the life of a motor considerably.
On Aqua -Jet® Aerators, the color green is used to indicate the
ground or "neutral" conductor of the conduit. If, for any reason,
any other color is used for ground, it should be clearly marked in
the control panel at the motor starter and in the junction box of the
motor frame.
The junction box is threaded to receive a N.P.T. fitting for a
watertight connector. All Aqua -Jet® units that are prewired at the
factory are fitted with taper -lock fittings. Field -wired units must
also be fitted with watertight fittings to seal the cable entrance to
the iunction box. Without fittings of this type, no warranty will be
extended by Aqua -Aerobic Systems.
"STA-KON" closed -eye connectors should be used to provide
"bolt and nut" type connections from the motor leads to the power
supply leads. A secure connection is important at this point.
Following this, rubber insulating tape should be used to wrap each
set of leads. After several wraps of rubber insulating tape, several
wraps of plastic insulating tape (Scotch 3M, Type 33 or equal)
should be applied. After wrapping the leads with the two types of
tape, push the leads back into the junction box. Apply silicone
type sealer to the parting lines of the junction box.
Bolt lid evenly in place, and be certain all screws or bolts are
firmly secure. The box lid should be flush along all the parting
lines. After the box lid is in place, a layer of sealer should be
placed around the parting line of the box. For boxes with gaskets,
the same type sealer should be applied to both sides of the gasket
and sealed in the same manner as previously described.
Any time the junction box seal is broken, resealing is mandatory
prior to starting the unit again.
© Copyright 1997, 2006, 2010 Publication No. I OH
Aqua -Aerobic Systems, Inc. 10/10

2.5.3 Electrical Connection at the Control Panel
The electrical connection in the control panel should be made to
the proper starter. Also, the ground lead must be firmly connected
to a good ground lug. Finally, the heaters and fuses should be
checked for proper sizes and application. Observe all safety
precautions.
2.6 INSTALLATION
After the unit is uncrated and ready to place in the basin, it should be carefully
hoisted into the basin by the motor lifting eyes. As described in Section 1.2, a
vertical pull must be applied to the lift eyes. Do not allow the lift eyes to pull
inward. (Lifting with a short chain or cable can put a cross shear on the lift eyes,
breaking them off or otherwise damaging the motor.) They are designed for
tensile (vertical lift) loading only. Do NOT lift the entire unit by the float
mooring eyes.
When the unit is in the basin, it should be moored into position as described in the
mooring. section.
2.7 START-UP
After all necessary wiring and mooring is finished, the unit should be started.
Immediately observe the flow of the unit. If a good continuous discharge is
noticed, the unit can be checked for running amperage. If a sloshing and
splashing are noticed, but little or no flow is produced, stop the unit at once. It is
operating in reverse. .
To correct this condition, stop the unit with the control switch, then throw the
main disconnect in the starter box, and reverse any two of the three power leads, -
--NOT THE GROUND. Restart the unit, and check the amperage.
2.8 MOTOR AMPS (POWER CONSUMPTION)
The full load current required by electric motors varies slightly from one
manufacturer to another. When installing the Aqua -Jet® units, read the
nameplate current (Amps) at the corresponding voltage, and write it inside the
starter control panel door. Using an accurately calibrated amprobe, check all
three phases of the unit. Normal aerator power draw will usually be about 90% of
full load amps shown on the nameplate. However, special prop pitches for
specific liquid viscosity can cause variations. Anything other than normal should
be reported to the factory at once. If the unit is pulling normal current, recheck it
30 minutes after it has been started. This will allow the motor sufficient warm-up
time. The reading you obtain should be the reading of the unit s normal operating
range. The unit should not be operated above the full load amps shown on the
motor nameplate.
© Copyright 1997, 2006, 2010 Publication No. 1 OH
Aqua -Aerobic Systems, Inc. 1 10/10

NOTE: On older basins that have been used for settling ponds, or oxidation
ponds that have been converted to aerated lagoons, it is possible to .
experience abnormally high current readings on start-up. Sometimes the
heater elements will disengage the starter due to overload.
Allow the unit to cool for approximately five minutes, reset the starter, and restart
the unit. If it drops out again, repeat. The previous condition is due to past
buildup of sludge or fibrous concentrations that change the characteristics of the
liquid being pumped. This problem will solve itself after a few hours of
operation, as the solids and/or fibers will be dispersed and their concentration will
be lowered.
2.9 POWER SUPPLY (VOLTAGE)
Today's power suppliers offer 230/460 volt service as standard. It is unlikely that
your voltage will be exactly one or the other. Motor manufacturers allow a ±10%
variation* in the operation of their motors. Motor manufacturers and/or Aqua -
Aerobic Systems will not be responsible for'motor failure due to voltage more or
less than the allowable tolerances. Also, neither will be responsible for motor
failure due to unbalanced voltage of the three phases. If you have a high, low or
unbalanced voltage problem, make sure you correct it before connecting any
motors to it. Specially wound motors are available if the power source cannot be
corrected.
*10% variation can be tolerated on all voltage variations at the rated frequency; or,
10% variation of sum of voltage and frequency, with frequency not exceeding 5%
variation.
2.10 ENVIRONMENTAL DEBRIS
The Aqua -Jet® Aerator is a powerful, high -volume pump. It has great suction
capacity and will ingest any waterlogged or submerged materials that get near its
intake. Its rugged construction allows most material to pass through its non -clog
design. However, a large growth of aquatic plants (rushes, seaweed), logs, tree
stumps and branches, bed sheets, wire, rope, burlap and plastic sacks, and similar
objects can cause problems. They may even clog or damage the unit. These are
environmental problems in the system. They should be kept out of the system.
Damage resulting from abnormal operational hazards such as above are not
covered in the warranty on Aqua -Jet® equipment. Also, abnormal parts wear
caused by abrasive materials are not considered warrantable.
2.11 EFFECTS OF AMBIENT TEMPERATURE ON CONTROL PANEL
The heating elements in the motor starter are set to trip out at approximately 15%
above the full -load amperage. Normal running of the motor generates heat in the
conductor strips or alloy in the heater. When ambient temperature is high,
© Copyright 1997, 2006, 2010 Publication No. 1 OH
Aqua -Aerobic Systems, Inc. 10/10

especially when a panel is placed in direct sunlight, the additional temperature can
be enough to exceed the 15% extra of the heater element and will trip out at this
point. To correct this problem, ambient compensating heaters can be used. It is
also advisable to place a cover over the panel to minimize the amount of heat due
to sunlight. Before using ambient compensating heaters, be certain the location of
the motor is taken into consideration, because motors in high temperature
locations can overheat also.
© Copyright 1997, 2006, 2010
Aqua -Aerobic Systems, Inc.
Publication No. 1 OH
10/10

SECTION 3.0
MAINTENANCE, REPAIR AND SERVICE
3.1 MAINTENANCE
Very little maintenance will be required with the Aqua -Jet® equipment. The
simplicity of the unit's design eliminates the need for extensive maintenance
programs. However, preventative maintenance is suggested as'follows.
3.1.1 Motor Lubrication
3.1.1.1 Endura® Series Motors
No motor relubrication is necessary for three (3) years.
Motors are supplied with the grease ports plugged.
The Endura® Series motor is provided with a
combination of proprietary design features and a lubricant
specifically formulated for extra long life in harsh
environments. If it should become necessary to
relubricate the motor due to repair or rebuild, contact
Aqua -Aerobic Systems.
After three (3) years, the motor may be relubricated by
replacing the grease plug with a standard 1/8" NPT
grease zerk. Use only Chevron Black Pearl EP 2 or an
approved equal lubricant. Before greasing the motor, be
sure that the grease vent (usually located on the opposite
side of the motor) is open and clear. Follow lubricating
instructions outlined in section 3.1.1.2. Replace any open
vent prior to operating unit.
3.1.1.2 All Other Motors
© Copyright 1997, 2006, 2010
Aqua -Aerobic Systems, Inc.
The different type and frame size motors used on Aqua -
Jet® Aerators are not lubricated identically. This is due to
the various casting and production techniques utilized by
the different electric motor manufacturers However, two _
basic types of lubrication fittings and .techniques aie;;
employed. -
Type A
Normal alemite fittings are provided for grease -through
type lubrication. This fitting is found on the outer frame
of the motor at both the top and bottom motor bearings.
Publication No. 1 OH
1T11f[11

Just opposite, or 90' from the fitting, is the relief plug.
This plug is a spring loaded pressure relief type that does
not require removing before greasing.
Type B
The second type of fitting used is called a keystone
fitting. This is a fitting which relieves itself ai the same
location where it is greased. This fitting will be found on
the outer frame near the top and bottom bearings and is
identified by its "hex" appearance. The outer perimeter of
the hex has three (3) holes for relief, with the grease
fitting inserted (threaded) into the center of the hex.
When lubricating either type fitting, snap the grease gun
onto the zerk fitting and begin pumping the grease. After
several strokes, grease should begin to appear at the relief
points. Stop pumping in grease and wipe off the excess.
NOTE: NEVER OVERGREASE BEARINGS
Under no circumstances should you add more grease than
indicated on the following table.
Average number of
pumps from a standard
Frame Size Amount hand gun.
182 thru 215 .75 cu. in. 9 pumps
254 thru 286 1.5 cu. in. 18 pumps
324 thru 365 2.0 cu. in. 24 pumps
404 thru 449 3.0 cu. in. 36 pumps
Motors from 1 HP through 25 HP should be lubricated
once every six months. Larger motors should be
lubricated once every four months.
SAFETY NOTE!
If you relubricate units in position, a floating platform of
sufficient stability should be used to access the motor. In
addition you must be certain to lock out electrical power
from all sources, use adequate personal flotation devices
and safety lines, and work in groups of two or more.
© Copyright 1997, 2006, 2010 Publication No. 10H
Aqua -Aerobic Systems, Inc. 10/10

The following grease should be used to lubricate the Aqua -Jet®
Aerator motor bearings:
ENDURATM SERIES MOTORS
RELIANCE CENTAURTM MOTOR
U.S. ELECTRIC ENDURATm MOTORS
TECO-WESTINGHOUSE ENDURAT" MOTORS
Use only Chevron Black Pearl EP 2 or approved equal
lubricant. Contact Customer Service at 815/654-2501 for
information.
STANDARD MAINTENANCE MOTORS
RELIANCE MOTORS
BALDOR MOTORS
SRI No. 2
Chevron Oil
* Dolium R
Shell Oil
Unirex No. 2
Exxon
SRI No. 2
Chevron Oil
Dolium R
Shell Oil
Mobilux #2
Mobil Oil
Premium RB
Texaco
Premium RB
Texaco
U.S. ELECTRIC MOTORS
* Black Pearl EP 2 Chevron Oil
Polyrex EP 2 Exxon
* Recommended.
3.1.2 General
The only other preventative maintenance that is advised is a
periodic check to see that the mooring lines are secure and an
amperage reading check of the motors to see that they are running
normally. A check of all securing hardware should be conducted
any time a unit trips out due to ingestion of foreign debris.
© Copyright 1997, 2006, 2010 Publication No. 10H
Aqua -Aerobic Systems, Inc. 10/10

3.2 REPAIR AND SERVICE
The.Aqua-Jet® Aerator is relatively simple to service. Should it become
necessary to repair or replace worn or damaged parts, service work should be
done with care. Aqua -Aerobic Systems maintains a competent repair facility to
repair or recondition your equipment should it become necessary. Contact our
plant in Rockford, Illinois to make arrangements to return your unit or power
section to the factory for service. Telephone [phone] and ask for Customer
Service.
3.2.1 Removine the Unit from the Basin
When removing the unit from the basin (or tank),_ follow the same
procedure as described in the handling section.
3.2.2 Disassembly of the Unit
(Drawings and parts lists are in section 7.0)
To disassemble the Aqua -Jet® unit, first be sure it is sitting on a solid and
stable surface. Remove the bolts from the diffusion head where it bolts to
the float. Slowly and carefully lift the power section out and away from
the float.
Extreme caution must be used when removing the propeller. The Aqua -
Jet® propeller was precision pitched and dynamically balanced at the
factory to provide maximum efficiency with minimum vibration during
operation. Care should be taken to retain the pitch and balance settings of
the propeller during removal and/or installation. See the PROPELLER
REMOVAL INSTRUCTIONS located at the end of this section.
Loosen hose clamps under the fluid deflector and remove both parts from
shaft. Remove motor bolts from the diffusion head. The motor can now be
hoisted from the diffusion head; then loosen the hose clamps under the lab
seal guard and remove both parts from the shaft. The power unit is now
disassembled except for the power cable unless it has been previously
removed.
3.2.3 Motor Service
For motor service work, it will probably be necessary to take the motor to
a factory authorized service shop, after you have contacted Aqua -Aerobic
Systems. Aqua -Aerobic Systems will see that you are directed to a service
shop near you that can carefully rebuild the motor to its original condition.
Always mention the horsepower rating, voltage, model and serial numbers
when requesting service information. This data is found on the stainless
steel nameplate on the motor frame.
© Copyright 1997, 2006, 2010
Aqua -Aerobic Systems, Inc.
Publication No. 10H
10/10

REPAIRS NOT AUTHORIZED BY AQUA -AEROBIC SYSTEMS VIA
OUR P.O. NUMBER WILL BE AT YOUR EXPENSE.
3.2.4 Reassembly of the Unit
COAT THREADS ON ALL FASTENERS WITH ANTI -SEIZE
COMPOUND TO PREVENT GALLING.
To reassemble the unit, simply reverse the disassembly procedure. Don't
force any fits.
Before reassembling the power section, check the lab seal guard and fluid
deflector. If they are loose or wom, they should be replaced. Also the anti -
deflection insert in the diffusion head should be replaced if it appears worn
or damaged.
When lowering the extended shaft of the motor into the diffusion head,
slowly and carefully align the shaft in the bore of the anti -deflection
portion of the diffusion head. Once the shaft has cleared the bore, lower
the motor onto the support pads and be certain the base is down flush on
all pads.
NOTE: The motor end bell and the bosses on the diffusion head must
be flush at the parting surface. If they are not flush, check to
see if something is under the motor end bell or if the pilot is off
center. You can now bolt the motor to the diffusion head. Also,
be sure the safety wire is affixed in place.
When reassembling the propeller onto the shaft, follow the PROPELLER
INSTALLATION INSTRUCTIONS at the end of this section. Each time a
propeller is removed and reinstalled, or a new propeller is installed, the
assembled power section should be checked for vibration. See the
PROPELLER BALANCING INSTRUCTIONS at the end of this section.
NOTE: A new pin is required every time the propeller is removed from
the shaft. These pins are special 17-4 PH stainless steel and are
carried in stock at Aqua -Aerobic Systems' factory.
Carefully lower the power section into the volute and ensure that the
volute pilot is engaged into the I.D. of the diffusion head flange. With the
power section in place and flush at the parting surface, bolt it into position
and affix the safety wire in the bolt heads. Rotate the motor shaft by hand
to ensure that nothing hits or rubs.
© Copyright 1997, 2006, 2010
Aqua -Aerobic Systems, Inc.
Publication No. 1 OH
10/10

NOTE: IT IS ESSENTIAL THAT ALL FASTENING DEVICES SUCH AS
NUTS, JAM NUTS AND SAFETY WIRING BE CHECKED FOR
PROPER TENSION.
The unit can now be placed back into service following the preceding
operations suggested in the handling portion of this manual.
3.2.5 Factory Service Procedure
All factory service inquiries should be directed to Aqua -Aerobic Systems'
Customer Service Department at 815/654-2501.
© Copyright 1997, 2006, 2010 Publication No. 1OH
Aqua -Aerobic Systems, Inc. 10/10'

PROPELLER REMOVAL INSTRUCTIONS
The following item can be used as an aid when removing the propeller:
"Tempstick" at 475° or "Markall" at 475°
Procedures
1. Place the power section upright on metal sawhorses so that the shaft is in a
vertical position. Match mark the propeller and shaft if match marks are not
already there.
2. Grind the peened over end of one side of the propeller pin completely off.
Note: It may be necessary to grind a short distance into the side of the propeller
hub to obtain complete removal of the flared end of the pin. Be sure to use eye
protection and observe all normal safety precautions.
3. Using a drive punch, hammer and backup support, drive the propeller pin out
through the shaft.
Caution: Be sure to use a backup anvil or support when driving the propeller pin
out. This will prevent damage to the shaft and bearings.
4. Use an acetylene torch at low temperature, or a butane torch, to heat the hub of
the propeller to approximately 475°-500°. Note: It usually takes 8-10 minutes of
continuous heating to achieve full thermal penetration through the entire hub and
shaft.
Caution: Do not overheat the propeller hub or blades. This could produce undue
stresses in the stainless steel. No discoloration should appear during or after
heating. Proper temperature can be assured by using the 475° tempstick.
5. Remove the set -screws and gently tap downward on the hub. Once the hub is up
to the proper temperature, the propeller should "fall" off the shaft.
Warning: Never pound or hammer directly on the propeller blades. This could
crack the blades and/or change the pumping values of the propeller.
© Copyright 1997, 2006, 2010
Aqua -Aerobic Systems, Inc.
Publication No. 1 OH
10/10

QUICK METAL*
PROPELLER INSTALLATION INSTRUCTIONS
The following Loctite* adhesives/sealants are required to install propellers according to
Aqua -Aerobic Systems' instructions:
NOTE: These items have been tested and approved by Aqua -Aerobic Systems, Inc. and
substitutes are not recommended. These items can be purchased from Aqua -
Aerobic Systems or purchased locally. Observe all precautions for handling and
use as indicated on the labels.
A. Loctite* Quick Metal for propeller and shaft.
B. Loctite* Stud Lock, Part #07331 or #271 for set screws.
In addition, a good grade of degreasing solvent, such as Loctite* Safety Solvent #755 (or
equivalent), will be required.
PLEASE READ ALL INSTRUCTIONS BEFORE STARTING
Procedures
Remove set -screws from propeller. Check both propeller bore and motor shaft for
bumps or scrapes (remove same).
2. Insert propeller on shaft to ensure a proper fit. Place the propeller pin through the
propeller hub and motor shaft. The pin should be measured and cut off so that
1/16" protrudes from each side of the propeller hub. Remove propeller from shaft.
NOTE: A NEW PIN IS REQUIRED EVERY TIME THE PROPELLER IS
REMOVED FROM THE MOTOR SHAFT. These pins are special 1774 PH
stainless steel and are carried in stock at Aqua -Aerobic Systems, Inc.
Clean parts with a good solvent. Solvent should be of a non -distillate type, which -
removes all traces of oil and grease, and leaves no residue, (such as Loctite*
Safety Solvent #755 or equivalent).
4. Apply Quick Metal* to shaft in a thin, even coat, using applicator wand.
Assemble prop to shaft using a turning motion to ensure that the parts are evenly
coated.
CAUTION: Align match marks on shaft and propeller.
5. Immediately coat propeller pin with Anti -Seize compound and place the propeller
pin in position through the propeller and shaft. Allow to fully cure.
© Copyright 1997, 2006, 2010 Publication No. 1 OH
Aqua -Aerobic Systems, Inc. 10/10

NOTE: Quick Metal* cures only when the loss of oxygen occurs. Any
excess should be wiped from the top and bottom of the prop after
assembly.
Quick Metal* is designed to cure at room temperature without the use
of surface activators or heat. To speed its cure, activators or heat may
be used.
Fixturing strength develops in 10-30 minutes while full cure takes 1-2
hours at room temperature. - The use of surface activators reduces
fixturing time to a minute or less but may reduce'ultimate strength.
Gaps over 0.010" diametral and temperatures below 50' F will slow
cure. If necessary, the use of Loctite* Primer T or Primer N may be
used to speed cure.
Bond line temperature of 250' F for 1/2 hour will fully cure Quick
Metal*.
6. Peen the propeller pin on both sides until rounded with the propeller hub.
CAUTION: A backup post or anvil must be used when peening the propeller pin.
Use eye protection.
7. Immediately place two drops of Loctite* #07331 or #271 on each set screw and
tighten into position.
WARNING: All set screws should have a flat face or cup point. If a setscrew has
any other type of point, it should be ground off flat.
*Registered Trademark Loctite Corporation.
© Copyright 1997, 2006, 2010 Publication No. 1 OH
Aqua -Aerobic Systems, Inc. 10/10

PROPELLER BALANCING
GENERAL
Aqua -Aerobic Systems dynamically balances each propeller on all new or reconditioned
power sections shipped from our factory. The balancing is done at actual operating speed
on a test stand that supports the power section in a vertical position, just as if the unit
were in actual operation. Further, the propeller is balanced on and specifically for the
power section on which it will be installed.
NOTE: Proper pitch must be equal for each blade and within specification before
attempting balancing. Also, the motor shaft, at shaft end, should be checked for
straightness (.006" T.I.R from motor flange) and the motor checked to ascertain good
condition. When in doubt regarding propeller pitch or motor condition, contact Aqua -
Aerobic Systems. Propeller pitch, in particular, must be carefully set and can only be
done with pitch gauges precision built for that purpose.
Each time a propeller is removed and reinstalled, or a new propeller is installed, the
assembled power section should be checked for vibration. Vibration testing is done as a
"check", therefore, the full scale/filter out reading is taken. However, when actually
balancing the propeller during balancing setup, the rotating element is strobed to exact
operating speed. Vibration is checked at the top and bottom motor bearings,
perpendicular to the motor shaft with the aid of a vibration analyzer (Balance Pak, or
equal), and magnetic base pickups. Displacement readings (unfiltered/full range) of 2.0
mils or more or velocity readings (unfiltered/full range) of 0.20 inches/second or more at
either one of the motor bearings, indicate an out of balance condition that must be
corrected before placing the unit into service.
Proper reconditioning can only be done by experienced personnel. It is very important to
execute precision and thorough repair of your aeration equipment to assure like -new
condition and also assure peak performance efficiency. Inexperienced shops can
oftentimes be expensive shortcuts to proper maintenance and many times they damage
equipment more than they improve it.
Aqua -Aerobic Systems maintains a competent repair facility to repair or recondition your
equipment. _Contact our plant in Rockford. Illinois to make arrangements to return your
unit or power section to the factory for service. Phone [phone] and ask for
Customer Service Department. All power sections rebuilt by Aqua -Aerobic Systems are
warranted for 12 months service.
© Copyright 1997, 2006, 2010 Publication No. 1 OH
Aqua -Aerobic Systems, Inc. 10/10

PREPARING THE POWER SECTION
Vibration analysis and balancing must be done with the power section supported in the
vertical (operating) position. Supporting the power section horizontally may produce
inaccurate readings.
The power section must be firmly supported on a suitable stand to allow access to the
propeller. Also, neoprene pads or other suitable material must be used to isolate the
power section from the support stand. To keep the power section in place, install long
bolts down through the diffusion head flange and isolation pads and the support stand and
install nuts on bolts. DO NOT tighten these bolts down. They are used only to keep the
power section from moving up and around on the stand.
After the power section is set up, wire the motor to a suitable electrical supply. A
suitable electrical supply is defined as:
1. Proper voltage with ground
2. Adequately sized starter with all three phases fused
3. Start and stop controls
4. Electrical disconnect w/means for lockout
NOTE: Be certain propeller is rotating in its proper direction for up -flow pumping.
Two vibration pickups should be used for vibration analysis and balancing. The use of
magnetic base pickups is recommended. Attach one pickup to the motor housing in the
area of the top motor bearing, and the second pickup in the area of the bottom motor
bearing. The pickups should be in line with one another vertically. This is very
important as this could affect the phase angles during balancing.
BALANCING
Portable or in -place balancing is accomplished by:
1. Adding a trial balance weight to the propeller.
2. Moving the trial weight to the light spot on the propeller.
3. Marking the heavy spot on the propeller (which is 180' from the light spot).
4. Grinding the heavy spot of the propeller until the vibration level is brought into
tolerance.
NOTE: It is important to remember that the aerator operates by pumping the liquid up.
Grinding of the propeller blade must always be done on the BOTTOM* of the blade,
otherwise the propeller may cavitate when the aerator is placed into service.
*The propeller must be balanced in its proper assembled orientation as shown in the
Service Manual. It is important that the propeller is positioned properly when balancing;
and it is important to match mark the propeller hub and shaft to assure location index for
refitting the propeller to its proper location when it is removed. Also, the propeller must
be. rotating in the proper direction for up -flow pumping. The actual balance procedure is
© Copyright 1997, 2006, 2010 Publication No. I OH
Aqua -Aerobic Systems, Inc. 10/10

dependent on the specific balance equipment, and the technique incorporated by the
balance technician. However, the final results of the balancing operation should be
recorded on the propeller balance record form, and the form signed by the balance
technician.
© Copyright 1997, 2006, 2010 Publication No. 1 OH
Aqua -Aerobic Systems, Inc. 10/10

SECTION 4.0
STORAGE
4.1 Power Section
Stored stand-by power sections should be placed in a vertical position. If the unit
is stored out of doors, the entire power section should be covered with a good
canvas tarp or a heavy gauge plastic sheet.
4.2 Complete Unit Storage
Indoor storage during prolonged periods of shutdown is preferable. If this is not
possible, the units may be left in the water; but a canvas or plastic tarp should be
lashed securely over the motor.
ANY UNIT BEING RETURNED TO SERVICE FOLLOWING 90 DAYS (OR
MORE) STORAGE OR SHUTDOWN SHOULD HAVE THE INSULATION
RESISTANCE OF THE STATOR WINDINGS CHECKED WITH A
MEGOHMETER BEFORE APPLYING POWER. ALSO, WITH THE
EXCEPTION OF THE ENDURATM MOTOR, UNITS SHOULD BE
REGREASED BY THOROUGHLY FLUSHING THE OLD GREASE FROM
BOTH MOTOR BEARINGS UNTIL BRIGHT NEW GREASE APPEARS AT
THE OPEN RELIEF PORT. FAILURE TO COMPLY WITH THIS
RECOMMENDATION MAY RESULT IN WARRANTY CANCELLATION.
4.3 Space Heating
For extended storage of the unit, it is recommended that some method of space
heating be utilized to prevent condensation of moisture on the windings when the
motors are not running. Float -type aerators will require an extra two -conductor
cable out to the float to carry the space heater current.
If extra cable is not feasible, the motor windings can be protected from
condensation by applying low voltage single-phase power to the line leads when
the motor is shut down.
Transformer sizing can be obtained by using the following information:
Motor
Voltage Transformer
Connection Voltage
Thru 150 HP 230 16V single phase
4,6, & 8-pole motors 460 32V single phase
© Copyright 1997, 2006, 2010 Publication No. 1 OH
Aqua -Aerobic Systems, Inc. 10/10

Single phase current on low voltage space heating will be approximately 25% of
rated full load current, and the power factor will be approximately 25%. When
the motor is turned off, low voltage single-phase power can be automatically
applied to the motor line leads by suitable control. This maintains the temperature
of the windings above ambient conditions and prevents condensation of moisture
on the windings.
Space heating should be utilized -at all times when the aerator motors are not
operating.
© Copyright 1997, 2006, 2010 Publication No. 1 OH
Aqua -Aerobic Systems, Inc. 10/10

SECTION 5.0
TROUBLESHOOTING
NOTE: ALL ELECTRICAL MEASUREMENTS AND/OR ADJUSTMENTS SHOULD
BE MADE ONLY BY QUALIFIED PERSONNEL OBSERVING ALL NECESSARY
SAFETY PRECAUTIONS!
PROBLEM POSSIBLE CAUSE
Faulty wiring at motor
junction box or loose
connections.
Unit 2. Faulty wiring at
fails to control panel or
start loose connections.
3. Improper fuses or
heaters.
1. Miswired, either at
panel or most likely
at motor.
2. Wrong direction of
rotation.
Motor
starts but
very poor 3. Something affecting
discharge propeller, such as
debris.
© Copyright 1997, 2006, 2010
Aqua -Aerobic Systems, Inc.
SUGGESTED PROCEDURE
1. Check wiring diagram on
motor nameplate against
connection injunction
box and connectors.
2. Check wiring in control
panel.
3. Check fuses and heater
for proper sizes.
1. Check wiring at motor
and panel.
2. Reverse any two of the
three phases --not ground
3. Reverse motor for 3-5
seconds, stop, reverse
again for 3-5 seconds.
Change to proper rotation
and try to start again.
No results --check unit
physically and remove any
debris-- if any. KEEP
BASIN CLEAN AND FREE
FROM DEBRIS.
Publication No. 1 OH
10/10

PROBLEM POSSIBLE CAUSE SUGGESTED PROCEDURE
1. Faulty wiring. 1. Check all wiring for
shorts and loose
connections.
2. Wrong heaters in 2. Check for proper sizing.
starter.
3. Debris affecting
3. Proceed as in above
Motor
propeller.
section.
heater
trips
4.Overheated control
4. Apply ambient compensating
out
panel.
heaters and ventilate
panels. Protect panel from
direct sunlight in non -ventilated
area.
5. Bearing going bad
5. Check motor bearings
Uneven
1. Debris on propeller
1. Reverse and jog on and
discharge
or on motor support
off as in above procedure
of liquid
uprights
No results --physically
inspect the unit.
1. Uneven tension on
1. Adjust mooring cables
Unit not
mooring cables.
evenly.
floating
level
2. Unnecessary pull on
2. Reduce pull by adjusting
power cable.
cable location as
required.
1. Debris on propeller.
1. Reverse and jog on and
Unit
off as in previous
moving
procedure.
around
in its
2. Mooring line too
2. Adjust lines to proper
location '
loose.
tension (just snug -not
taut)
© Copyright 1997, 2006, 2010 Publication No. 1 OH
Aqua -Aerobic Systems, Inc. 10/10

SECTION 6.0
AERATOR ACCESSORIES
Table of Contents
Standard Mooring Accessories
Cable
Mooring Hardware
Typical Mooring Hardware Arrangement
Mooring Eye Locations
Hardware Required for 3 and 4 Point Mooring
Optional Mooring Accessories
Polypropylene Rope
Quick Disconnect
Extension Spring
Mooring Ring
Mooring Cable Float
Typical Mooring Arrangements and Recommended Hardware
Shore
Post
Ring
Pier (Fixed)
Restrained
Bottom
Common Mooring Problems
Tension
2-Point Mooring
Sliding Ring Post Mooring
Bottom Mooring Line Slope
Standard Electrical. Accessories
Electrical Service Cable
Selection of Service Cable
Optional Electrical Accessories
Cable Float
Cable Tie
Support Bracket
Wire Mesh Strain Relief Grip
Optional Aerator Unit Accessories
Anti -Erosion Assembly
Draft Tube
Low Trajectory Diffuser
Arctic-PakTm
Control Panel
© Copyright 1997, 2006, 2010 Publication No. 1 OH
Aqua -Aerobic Systems, Inc. 10/10

Standard Mooring Accessories
Mooring Cable
High flex 304 stainless steel. 7 x 19 x 3/16"
(pictured) indicates cable consisting of seven
bundles, each containing nineteen strands,
and has an outside diameter of 3/16".
Larger size cables have greater outside
diameters, 1/4" or 3/8", but still contain seven
bundles of 19 strands each.
Cable Size
Recommended
For Aerator HP
Size
Maximum Tensile
Strength in Lbs.
Cable Weight
Per 100 Feet
in Pounds
7 x 19 x 3/16"
1 - 25 BP
3,700
6.5
7 x 19 x 1/4"
30 - 75 HP
6,400
11.0
7 x 19 x 3/8"
100 - 150 HP
12,000
•24.3
Mooring Hardware
Clip and thimble of 316 stainless steel.
Available in 3/16", 1/4", and 3/8" sizes for use with
corresponding diameter mooring cable.
© Copyright 1997, 2006, 2010 Publication No. 1 OH
Aqua -Aerobic Systems, Inc. 10/10

Typical Mooring
Hardware Arrangement
Hardware Required for 3 and 4 Point Mooring
Typical mooring hardware consists of
one (2) clips and one (1) thimble on
each end of each mooring line.
Aerators equipped for 4 point mooring
require 8 sets of clips and thimbles (set
consists of one (2) clips and one (1)
thimble). Aerators equipped for 3
point mooring require 6 sets of clips
and thimbles.
MOORING EYE LOCATIONS
SS, CSS, FSS, CFSS
Aqua -Jet® Aerators are equipped with six (6) mooring eyes and are suitable for 3 or 4
point mooring.
© Copyright 1997, 2006, 2010 Publication No. 1 OH
Aqua -Aerobic Systems, Inc. 10/10

Optional Mooring Accessories
Polypropylene Rope
Available in 3/8" diameter for use with units 1 through 7.5
HP, or in 1/2" diameter for use with units from 10 through
25 HP in lieu of stainless steel cable for applications where
specified. Larger diameter rope for units above 25 HP is
available as a special order item.
�t Quick Disconnect
Attaches to thimble allowing for easy detachment of aerator
from mooring line when unit must be pulled to shore for
scheduled maintenance or other service.
Snaohook of 304 stainless steel and Shackle of 304 stainless
steel provide quick disconnecting of cable sizes ranging
from 1/8" up to 3/8".
Extension Spring
F r�r Used in applications where small water level variations
+` f require some expansion in the mooring line. Each extension
spring provides approximately 5" of expansion.
Mooring Ring
Used to attach two or more aerators together when units are
not moored to posts or to shore. Ring is of 304 stainless
steel.
Mooring Cable Float
Holds cable at water surface, avoiding the possibility of
dragging on the bottom and becoming tangled in a unit. Also
serves as a locator in bottom mooring systems.
© Copyright 1997, 2006, 2010 Publication No. 1011
Aqua -Aerobic Systems, Inc. 10/10

Moorin! Arrangements
O
O O
Shore Mooring
Most common mooring arrangement. Requires
2 clips and 1 thimble at each end of each
mooring line. Shore end connection is made to
eyebolt or embedded anchor.
Post Mooring
Usually used in large lagoons where distances
prohibit mooring to shore. Requires 2 clips and
1 thimble at each end of each mooring line with
1 eyebolt through post.
Ring Mooring
Used in large lagoon systems in lieu of posts
between units. Requires 2 clips and 1 thimble
at each end of each mooring line; 1 mooring
ring at each connection between 2 units; 1
disconnect device at each end joined to the
mooring ring.
Pier (fixed) Mounting
.....
"" Float is replaced with a mooring frame which
mounts the unit to the pier.
© Copyright 1997, 2006, 2010
Aqua -Aerobic Systems, Inc.
Restrained Mooring
For applications with large variations in water
level. A triangular frame with three rings is
attached to the float. These rings, which are
removable u-bolts, fit loosely around three
posts, permitting the unit to slide up and down
the posts with varying water levels.
Publication No. 1 OH
10/10

Typical Mooring Arrangements
Bottom Mooring
Used in large lagoon systems where distances
from shore or between units require greater
than practical mooring line lengths and where
posts are not feasible. Slope of line should be
between 3:1 and 5:1. ,
The following hardware is recommended.
Mooring Line
Aerator End - 1 quick disconnect
1 thimble
2 clips
1 float to hold mooring line in place
when unit is removed
Block End - 2 clips
1 thimble
1 shackle for attachment to embedded
anchor
1 stainless steel embedded anchor
Locator Line
At Surface - 1 clip to bold float on line
1 float to show location of concrete
block
Block End - 1 clip
I thimble
1 shackle
RECOMMENDED SIZING FOR CONCRETE BLOCK
(by others)
Min. Recommended
Approx.
Unit Size
Block Size
Volume
1-7.5 1IP
1'-8"
x 1'-8"
x 1'-0"
thk
2.8 cu ft
10-25 HP
2'-3"
x 2'-3"
x 1'-0"
thk
5.0 cu ft
30-75 HP
2'-9"
x 2'-9"
x 1'-0"
thk
7.5 cu ft
100-150 HP
3'-3"
x 3'-3"
x 1'-0"
thk
10.6 cu ft
© Copyright 1997, 2006, 2010
Aqua -Aerobic Systems, Inc.
Publication No. 1 OH
10/10

Common Mooring Problems
This
Not This
I '
St I 5i
�I R
© Copyright 1997,2006, 2010
Aqua -Aerobic Systems, Inc.
Tension
Mooring cable lines should be taut, but not
tight.. Tension should be adjusted when the unit
is at the lowest water level. If adjusted when at
high water level, cable will continue to tighten
as unit lowers and may cause float damage by
pulling out mooring eyes.
2-Point Mooring
Two point mooring is never recommended. A
minimum of three mooring points should
always be used.
Sliding Ring Post Mooring
Sometimes specified, this arrangement is never
recommended and should be avoided.
Although the ring is free to slide down the post
as the water level lowers, the ring may lock
against the upward pull of rising water level,
thus submerging the unit. Restrained mooring
should be utilized in lieu of the sliding ring
arrangement.
Bottom Mooring Line Slope
When using the bottom mooring system, the
slope of the aerator line should be at a
minimum of 3:1 to the bottom. A slope which
is too close to the vertical plane may cause the
aerator to tip.
Publication No. 1OH
10/10

Standard Electrical Accessories
Electrical Cable
Power supply cable is 3 conductor
with insulated ground.
Conductors are flexible type
annealed copper stranded. All
conductors, including the ground
conductor, are insulated and are
assembled together with a non -
hygroscopic filler material in an
extruded outer jacket.
9
Rated for hard usage outdoor
service,.the cable is resistant to oil,
sunlight, ozone, grease, acids,
water, abrasion, and impact.
Approx. O.D. Weight per
Cable Size (Inches) 100 Ft. (LBS.)
#12
.65
24.7
#10
.71
32.3
#8
.79
36.8
#6
.90
57.4
#4
1.10
88.2
#2
1.27
115.2
#1/0 1.79 221.8
#2/0 1.93 265.6
NOTE: Typical data. May vary slightly depending upon manufacturer.
© Copyright 1997, 2006, 2010 Publication No. 1011
Aqua -Aerobic Systems, Inc. 10/10

SELECTION OF ELECTRICAL SERVICE CABLE FOR
AQUA -JET® AERATORS
Maximum Allowable Cable Length in Feet
(Based on 5% Voltage Drop and a 90%Power Factor)
© Copyright 1997, 2006, 2010
Aqua -Aerobic Systems, Inc.
Publication No. 1 OH
10/10

Electrical Accessories
Electrical Cable Float
Holds cable atwater surface, avoiding possibility
of it dragging on the bottom and becoming tangled
in a unit. Each float is of fiberglass construction
filled with closed cell polyurethane foam and is
capable of supporting 20# of electrical cable.
Electrical Cable Tie
Nylon cable tie attaches electrical cable to the
mooring line when this arrangement is desired.
Spacing is normally one cable tie for every five
feet of cable to be joined.
Electrical Cable Support Bracket
Welded to stainless steel (ss) float or molded into
fiberglass float. Cable is run through bracket
which protects cable and float from abrasion.
Wire Mesh Strain Relief Grip
Used for strain relief. Any forces which might
otherwise be placed on the cable are absorbed by
the Strain Relief Grip, thus preventing the cable
from pulling out of the junction box.
Available Grip
Sizes
1/2" - 5/8" ,
2 Eye
518" - 3/4"
2 Eye
3/4" - 1"
2 Eye
1" - 1-1/4"
2 Eye
1-1/4" - 1-1/2"
2 Eye
1-1/2" - 1-3/4"
2 Eye
1-3/4" - 2"
2 Eye
© Copyright 1997, 2006, 2010 Publication No. 1 OH
Aqua -Aerobic Systems, Inc. 10/10

.Optional Aerator Accessories
Anti -Erosion Assembly
Used in lined or shallow earthen bottomed lagoons
where aerator intake may result in.bottom scour.
Also used.to prevent disturbance of sludge blanket
in facultative lagoon systems. Anti -Erosion
Assembly attaches below the intake cone, causing
water to enter the unit from the sides rather than
directly beneath. Manufactured of stainless steel.
r, Draft Tube
In deep lagoons or tanks, the Draft Tube
permits deeper intake, promoting complete
oxygen dispersion in activated sludge. A draft
tube will promote complete solids suspension.
Manufactured of stainless steel.
Draft Tube and Anti -Erosion Assembly Selection
These charts are intended for approximations only. The factory should be consulted for specific
applications.
q.:
Activated Sludge Aerated Lagoons
UNIT SIZE, HORSEPOWER UNIT SIZE, HORSEPOWER
N
xl-. !^ry .... m ' •��.?Tyyyy �.�t�k��tSi:.::� _ �
y�...'f..iS�v'.Y.V
© Copyright 1997, 2006, 2010 Publication No. 1 OH
Aqua-AerobicSystems, Inc. 10/10

nal Aerator Accessories
Low Trajectory Diffuser
A high density polyethylene ring manufactured
of two halves, placed on top of the diffusion
head to lower the aerator's spray pattern. The
low trajectory diffuser, or the LTD as it is
commonly referred to, is generally used in
colder climates to reduce windblown spray.
Arctic-PakTM
This patented electrical anti -icing device
consists of a stainless steel base ring and a cast
aluminum heating element which warms the
ring surfaces and the exposed portions of the
diffusion head, minimizing ice build-up. The
Arctic-PakTM is controlled by an ambient
temperature thermostat and is equipped with
its own junction box and control panel with
controls. If an aerator control panel is also
being supplied, the Arctic-PakTM controls may
be incorporated info the main panel upon
request.
HP
Watts
Fuse at 460 Volts
Fuse at 230 Volts
1-2
1000
2.8
5.6
3-5-7.5
1000
2.8
5.6
10-15
1200
3.5
7.0
20-25
1500
4.5
9.0
30-40
3000
9.0
---
50-60-75
4000
12.0
100-125-150
4000
12.0
---
The Arctic-PakTM requires its own two -
conductor electrical service cable which is
available in size #12-2. Consult the factory for
maximum cable length footage.
© Copyright 1997, 2006, 2010 Publication No. 1 OH
Aqua -Aerobic Systems, Inc. 10/10

0
460V.
3 PH. o
60HL L1 o�
MAIN
DISCONNECT
tional Aerator Accessories
Control Panel
Standard panel is NEMA 3R weather-proof
equipped with across -the -line starters. Pushbutton
start -stop switches mounted in the cabinet door and
a main disconnect are provided.
The entire system is controlled by a 110V control
circuit. Special enclosures and timers are available if
required.
F2
CONTROL
TRANSFORMER
F4
115 1— i M 2 M
START
ggqqSTO,ppppP—��---��----pppp i 1 MS 1 OL T OL 2 OL
1 1 MS T1 T2 T3 TI T2 T
STOP
START 2 MS 2 OL
2MS - MOTOR MOTOR
Typical 2-Starter Control Panel Schematic
© Copyright 1997, 2006, 2010 Publication No. 1 OH
Aqua -Aerobic Systems, Inc. 10/10

SECTION 7.0
EQUIPMENT DRAWINGS, PARTS LISTS AND ATTACHMENTS
Table of Contents
SS/CSS Units
FSS/CFSS Units
Intake Cone/Anti-Vortex Cross Assembly
Anti -Erosion Plate with Intake Cone and Anti -Vortex Cross
Post Mooring Frame for Restrained Mooring
© Copyright 1997, 2006, 2010
Aqua -Aerobic Systems, Inc.
Publication No. 1011
10/10

PARTS LIST
AQUA -AEROBIC SYSTEMS, INC.
MODEL SS AQUA -JET® AERATOR I HP THROUGH 150 HP
MODEL CSS AQUA -JET® AERATOR 3 HP THROUGH 150 HP
ITEM OTY DESCRIPTION
POWER SECTION ASSEMBLY
1
1
Motor, TEFC, with one piece shaft
2
1
Diffusion Head
3
1
Labyrinth Seal Guard
4
2
Hose Clamp, (1-75hp)
4
4
Hose Clamp, (100-150hp)
5
1
Anti -Deflection Insert
6
1
Thrust Washer
7
1
Fluid Deflector
8
4
Motor Bolt, with drilled head, (1-75hp)
8
6
Motor Bolt, with drilled head, (100-150hp)
9
8ft
Safety Wire
10
4
Diffusion Head Bolt, with drilled head, (1-75hp)
10
6
Diffusion Head Bolt, with drilled head, (100-150hp)
11
1
Propeller
12
1
Propeller Pin
13
2
Set Screw
UNIT ASSEMBLY
14
1
Float Assembly
15
1
* Intake Cone/Anti-Vortex Cross Assembly
16
12
* Intake Cone Bolt
17 -
12
* Intake Cone Nut
18
12
* Intake Cone Jam Nut
19
1
Volute Gasket, (CSS Models only)
*NOTE: These items apply only to 30 HP through 150 HP units. 1 HP through
25 HP units have their Intake Cones welded to the Float Assembly, and
units 1 HP through 15 HP do not have Anti -Vortex Crosses.
© Copyright 1997, 2006, 2010 Publication No. l OH
Aqua -Aerobic Systems, Inc. 10/10

© Copyright 1997, 2006, 2010
Aqua -Aerobic Systems, Inc.
SS
1HP THRU 150HP
CSS
3HP THRU 150HP
Publication No. 1 OH
10/10

PARTS LIST
AQUA -AEROBIC SYSTEMS, INC.
MODEL FSS AQUA -JET® AERATOR 1 HP THROUGH 75 HP
MODEL CFSS AQUA -JET® AERATOR 3 HP THROUGH 75 HP
ITEM OTY DESCRIPTION
POWER SECTION ASSEMBLY
1
1
Motor, TEFC, with one piece shaft
2
1
Diffusion Head
3
1
Labyrinth Seal Guard
4
2
Hose Clamp
5
1
Anti -Deflection Insert
6
1
Thrust Washer
7
1
Fluid Deflector
8
4
Motor Bolt, with drilled head
9
8ft
Safety Wire
10
4
Diffusion Head Bolt, with drilled head
11
1
Propeller
12
1
Propeller Pin
13
2
Set Screw
UNIT ASSEMBLY
14
1
Float Assembly
15
1
* Intake Cone/Anti-Vortex Cross Assembly
16
12
* Intake Cone Bolt
17
12
* Intake Cone Nut
18
12
* Intake Cone Jam Nut
19
1
Volute Gasket, (CFSS Models only)
*NOTE: These items apply only to 30 HP through 75 HP units. 1 HP through 25
HP units have their Intake Cones welded to the Float Assembly, and
units 1 HP through 15 HP do not have Anti -Vortex Crosses.
© Copyright 1997, 2006, 2010 Publication No. 1 OH
Aqua -Aerobic Systems, Inc. 10/10

1s
17:1 � 15
16
© Copyright 1997, 2006, 2010
Aqua -Aerobic Systems, Inc.
FSS
1HP THRU 75HP
CFSS
3HP THRU 75HP
Publication No. 10H
10/10

INTAKE CONE / ANTI -VORTEX CROSS ASSEMBLY,1-50 HP UNITS
ITEM
DESCRIPTION
1 -
Intake Cone
2
Anti -Vortex Cross
3
Intake Cone/Volute Flange
4
Stiffener Ring
Note: Item number 2 is standard on 20-50 HP units only. Item numbers 3 & 4 are
standard on 30-50 HP units only. 1-25 HP units come with their Intake Cones
welded to the float, and units 1 HP-15 HP come without Anti -Vortex Crosses.
© Copyright 1997, 2006, 2010
Aqua -Aerobic Systems, Inc.
Publication No. 1 OH
10/10

INTAKE CONE / ANTI -VORTEX CROSS ASSEMBLY 60-150 HP UNITS
ITEM
DESCRIPTION
1
Intake Cone/Volute Flange
2
Intake Cone
- 3
Stiffener Ring
4
Anti -Vortex Cross with Brace
© Copyright 1997, 2006, 2010 Publication No. I OH
Aqua -Aerobic Systems, Inc. 10/10

ANTI -EROSION PLATE WITH INTAKE CONE AND ANTI -VORTEX CROSS
ITEM
DESCRIPTION
1
Anti -Erosion Plate
2
Anti -Vortex Cross
Stiffener Ring, (30HP -150HP only)
Intake Cone
Intake Cone/Volute Flange, (30HP-150HP only)
© Copyright 1997, 2006, 2010 Publication No. 1 OH
Aqua -Aerobic Systems, Inc. 10/10

AERATOR POST MOORING FRAME
FOR RESTRAINED MOORING
STAINLESS STEEL
AFRATnP FI (,AT
J-B(
MOORIM
J-BOLT W/
(1) HEX NUT
(1) JAM NUT
(1) WASHER
AERATOR FLOAT
1. THE POST MOORING FRAME IS FASTENED
TO THE BOTTOM OF THE AERATOR FLOAT.
2. ALL FASTENERS ARE TO BE JAM LOCKED
IN PLACE WITH A SECOND NUT.
(1) HEX NUT -
VIEW A -A (1) JAM NUT VIEW A -A
(1) WASHER
© Copyright 1997, 2006, 2010 Publication No. I OH
Aqua -Aerobic Systems, Inc. 10/10

Attachment
Most Recently Issued Permit

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue. Charles Wakild, P.E.
Governor Director
November 19, 2012.
Pete Szelwach — Plant Manager
Clement Pappas NC, Inc.
125 Industrial Park Road
Hendersonville, NC 28758
Subject: Permit Correction
Wastewater Irrigation System. Permit Number WQ0004797
Clement Pappas NC, Inc.
Mountain Home, North Carolina
Henderson County
Dear Mr. Szelwach:
Dee Freeman
Secretary
It has come to our attention that the subject permit issued to Clement Pappas NC, Inc. on October 12, 2012
11 --,'contains some minor errors.
The following corrections have been made to the permit:
The description of the system on the first page has been shortened and iefined to reflect the present components
of the treatment system and irrigation fields.
The references to Irrigation Field 5 and the southern portion of Irrigation Field 4 contained in Permit Conditions
III.16 and III.17 on Page 5 of the permit have been changed to reference Field 5A and Field 11 so as to be
consistent with the nomenclature used in Permit Attachment B.
Permit Condition IV.13.f. has been removed from Page 7 because there are no infiltration basins associated with
the wastewater treatment system.
Please replace Pages 1, 5, and 7 of existing Permit W00004797, issued October 12, 2012, with the
corrected Pages 1, 5, and 7, attached herewith.
AQUIFER PROTECTION SECTION
1636 Mall Service Center, Ralebh, North CamGna 276994636
Location: 512 N. SaMury. St, Rale'gh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet yAmnwialemualiN.orc
An Equal Opporlunily 1 A6umative Action Employer
NorthCarolitia
Nafitrallil

Mr. Pete Szelwach
November 19, 2012
Page 2 of 2
If you have any questions regarding this request, please contact David Goodrich at david.goodrich(a�,ncdenr.gov,
or at 919-807-6352.
Sincerely,
i0m les Wakild, P.E.
cc: Henderson County Health Department
Asheville Regional Office, Aquifer Protection Section
Christopher F. Gilbert, P.E., Altamont Environmental, Inc., 231 Haywood Street, Asheville, NC 28801
WQ0004797 Permit File
WQ0004797 Notebook File

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Clement Pappas NC, Inc.
Henderson County
FOR THE
continued operation of a wastewater treatment and irrigation facility consisting of:
a separation basin, a 100-GPM pump station, approximately 2,200 linear feet of 6-inch force main, a 2.5-
MG aerated lagoon, two 475-GPM spray irrigation pumps, spray irrigation fields and all associated
piping, valves, controls, spray heads and appurtenances
construction of one 40 hp 475-GPM transfer pump, approximately 650 linear feet of 4-inch force main, a
1.75 MG above ground wastewater storage tank, a Rosemount magnetic flowmeter, and all associated
piping, valves, controls, and appurtenances
to serve the Clement Pappas Mountain Home Facility, with no discharge of wastes to surface waters,
pursuant to the application received August 13, 2012 and subsequent additional information received by
the Division of Water Quality, and in conformity with the project plans, 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 November 30, 2015, shall void Permit No.
WQ0004797 issued December 29, 2006 and shall be subject to the following specified conditions and
limitations:
W00004797 Version 1.4 Shell Version 120726 Pagel of 9

I. SCHEDULES
1. In accordance with 15A NCAC 02T .0116, upon completion of construction and prior to operation of
this permitted facility, a certification (attached) shall be submitted from a licensed North Carolina
Professional Engineer certifying that,the permitted facility has been installed in accordance with this
permit, Division approved plans and specifications, and other supporting documentation, including
the location of all monitoring wells as applicable. If this project is to be completed in phases and
been completed. Mail the Certification to the Division of Water Quality, Aquifer Protection Section,
1636 Mail Service Center, Raleigh, NC 27699-1636.
2. The Asheville Regional Office, telephone number [phone], shall be notified at least 48 hours
in advance (excluding weekends and holidays) of operation of the installed facilities such that an in -
place inspection can be made. Notification to the Aquifer Protection Section's regional supervisor
shall be made from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays,
3. No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note Rule 15A
NCAC 02T .0105(d) requires an updated site snap to be submitted with the permit renewal
application,
II. PERFORMANCE STANDARDS
1. The subject non -discharge facilities shall be effectively maintained and operated at all times so there
is no discharge to surface waters, nor any contravention of groundwater or surface water standards.
In the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions
due to improper operation and maintenance, or failure of the irrigation areas to adequately assimilate
the effluent, the Permittee shall take immediate corrective actions including Division required actions,
such as the construction of additional or replacement wastewater treatment or irrigation facilities.
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or
surface water resulting from the operation of this facility.
3. Effluent quality shall not exceed the limitations specified in Attachment A.
4. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in
Attachment B.
5. The compliance boundary.for the disposal system shall be specified in accordance with ISA NCAC
02L .0107(b). This disposal system was individually permitted on or after December 30, 1983;
therefore, the compliance boundary is established at either 250 feet from the effluent disposal area, or
50 feet within the property boundary, whichever is closest to the effluent disposal area. An
exceedance of groundwater standards at or beyond the compliance boundary is subject to remediation
action according to 15A NCAC 02L .0106(d) (2) as well as enforcement actions in accordance with
North Carolina General Stat4te 143-215.6A through 143-215.6C.
6. In accordance with 15A NCAC 02L .0108, the review boundary is established midway between the
compliance boundary and the effluent disposal area. Any exceedance of groundwater standards at the
review boundary shall require action in accordance with 15A NCAC 02L .0106.
7. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary.
WO0004797 Version 1.4 Shell Version 120726 Page 2 of 9

16. Prior to each application (year round) in Irrigation Field 5A and Irrigation Field 11, the Permittee
shall use the piezometers to determine if the ground water table is within three (3) feet of the surface,
and shall record the ground water elevation in relation to the surface (See Condition IV.3).
17. If it is determined by the Division that the ground water table in the lowland fields is repeatedly
within the three (3) foot vertical separation, and that continual loading will only decrease the vertical
separation distance and possibly adversely affect the groundwater quality, the Division shall require
that use of Irrigation Field 5A and Irrigation Field I 1 be discontinued indefinitely.
IV. MONITORING AND REPORTING REQUIREMENTS
1. Any Division required monitoring (including groundwater, plant tissue, soil and surface water
analyses) necessary to ensure groundwater and surface water protection shall be established, and an
acceptable sampling reporting schedule shall be followed.
2. Per 15A NCAC 02H .0800, a Division certified laboratory shall conduct all laboratory analyses for
the required effluent, groundwater or surface water parameters.
3. Flow through the treatment facility shall be continuously monitored, and daily flow values shall be
reported on Form NDMR.
The Permittee' shall install and maintain an appropriate flow measurement device to ensure the
accuracy and reliability of flow measurement consistent with accepted engineering and scientific
practices. Selected flow measurement devices shall be capable of measuring flows with a maximum
deviation of less than ten percent from true flow; accurately calibrated at a minimum of once per year;
and maintained to ensure the accuracy of measurements is consistent with the selected device's
accepted capability. The Permittee shall maintain records of flow measurement device calibration on
file for a period of at least five years. At a minimum, documentation shall include:
a. Date of flow measurement device calibration,
b. Name of person performing calibration, and
c., Percent from true flow.
4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for
the parameters specified in Attachment A.
5. The Permittee shall maintain adequate records tracking the amount of effluent irrigated. At a
minimum, these records shall include the following information for each irrigation site listed in
Attachment B:
a. Date of irrigation;
b. Volume of effluent irrigated;
c. Site irrigated;
d. Length of time site is irrigated;
e. Continuous weekly, monthly, and year-to-date hydraulic (inchestacre) loadings;
f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B;
g' Weather conditions; and
h. Maintenance of cover crops.
6. Freeboard (i.e., waste level to the lowest embankment elevation) in the lagoon shall be measured to
the nearest inch or tenth of a foot, and recorded weekly. Weekly freeboard records shall be
maintained at the facility for a period of no less than five years, and shall be made available to the
Division upon request.
WQ0004797 Version 1.4 Shell Version 120726 Page 5 of 9

Three copies of all monitoring data (as specified in Conditions IV.3. and IVA.) on Form NDMR for
each PPI and three copies of all operation and disposal records (as specified in Conditions IV.S. and
IV.6.) on Form NDAR-I for every site in Attachment B shall be submitted on or before the last day of
the following month. If no activities occurred during the monitoring month; monitoring reports are
still required documenting the absence of the activity. All information shall be submitted to the
following address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center -
Raleigh, North Carolina 276994617
8. A record shall be maintained of all residuals removed from this facility. This, record shall be
maintained at the facility for a period of no less than five years, and shall be made available to the
Division upon request. At a minimum, this record shall include:
a. Name of the residuals hauler;
b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality
agreeing to accept the residuals;
c. Date the residuals were hauled; and
d. Volume of residuals removed.
9. A maintenance log shall be maintained at this facility. This log shall be maintained at the facility for
a period of no less than five years, and shall be made available to the Division upon request. At a
minimum, this log shall include:
a. Date of calibration of flow measurement device;
b. Visual observations of the plant and plant site; and
c. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing,
inspections and cleanings, etc.).
10. Monitoring wells shall be sampled at the frequencies and for the parameters specified in Attachment
C. All manning- well ennstnmtinn fnr a wAl f . d .: A-,- .:L_u ...r_-.-
11. Two copies of the -monitoring well sampling and analysis results shall be submitted on a Compliance
Monitoring Form (GW-59), along with attached copies of laboratory analyses, on or before the last
working day of the month following the sampling month. The Compliance Monitoring Form (GW-
59) shall include this permit number, the appropriate well identification number, and one GW-59a
certification form shall be submitted with each set of sampling results. All information shall be
submitted; to the following address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
12. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted oil
each irrigation site listed in Attachment B. These results shall be maintained at the facility for a
period of no less than five years, and shall be made available to the Division upon request. At a
minimum, the Standard Soil Fertility Analysis shall include the following parameters:
Acidity
Exchangeable Sodium Percentage
Phosphorus
Base Saturation (by calculation)
Magnesium
Potassium_
Calcium
Manganese
Sodium
Cation Exchange Capacity
Percent Hutnic Matter
Zinc
Copper
pH
W00004797 Version 1.4 Shell Version 120726 Page 6 of 9

13. Noncompliance Notification:
The Permittee shall report by telephone to 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 any of the following:
a. Any becurrence at the facility resulting in the treatment of significant amounts of wastes that is
abnormal in quantity or characteristic, including the known passage of a hazardous substance, or
any other unusual circumstances. .
b. Any process unit failure (e.g., mechanical, electrical, etc.), due to known or unknown reasons,
rendering the facility incapable of adequate wastewater treatment.
c. Any facility failure resulting in a by-pass directly to receiving surface waters.
d. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
e. Ponding in or runoff from the irrigation sites.
Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone].
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to be taken to ensure the problem does not recur.
V. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
wastewater treatment and irrigation facilities.
2. The Permittee or their designee shall inspect the wastewater treatment and irrigation facilities to
prevent malfunctions, facility deterioration and operator errors resulting in discharges, which may
cause the release of wastes to the environment, a threat to Truman health or a public nuisance. The
Permittee shall maintain an inspection log that includes, at a minimum, the date and time of
inspection, observations made, and any maintenance; repairs, or corrective actions taken. The
Permittee shall maintain this inspection log for a period of five years from the date of the inspection,
and this log shall be made available to the Division upon request.
3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the wastewater treatment and irrigation facilities
permitted herein at any reasonable time for the purpose of determining compliance with this permit;
may inspect or copy any records required to be maintained under the terms and conditions of this
permit, and may collect groundwater, surface water or leachate samples.
VI. GENERAL CONDITIONS
Failure to comply with the conditions and limitations contained herein may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statutes 143-
215.6A to 143-215.6C.
2. This permit shall become voidable if the permitted facilities are not constructed in accordance with
the conditions of this permit, the Division approved plans and specifications, and other supporting
documentation.
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3. This permit is effective only with respect to the nature and volume of wastes described in the permit
application; Division approved plans and specifications, and other supporting documentation. No
variances to applicable rules governing the construction or operation of the permitted facilities are
granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T
.0105(n).
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies
(e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules
in 15A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4
and under the Division's General Permit NCGO10000; any requirements pertaining to wetlands under
15A NCAC 02B .0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of
Chapter 143 of the General Statutes.
5. In the event the permitted facilities change ownership or the Permittee changes their name, a formal
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate property ownership documentation and other supporting
documentation as necessary. The Permittee of record shall remain fully responsible for maintaining
and operating the facilities permitted herein until a permit is issued to the new owner.
6. The Permittee shall retain a set of Division approved plans and specifications for the life of the
facilities permitted herein.
7. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority pursuant to 15A NCAC
02T .01050).
8. This permit is subject to revocation or unilateral modification upon 60 days notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .0110.
9. Unless the Division Director grants a variance, expansion of the permitted facilities contained herein
shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b).
10. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to
pay the annual fee accordingly shall be cause for the Division to revoke this permit pursuant to 15A
NCAC 02T .0105(e) (3).
Permit issued this the 12th d-- of October 2012
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
or Charles Wakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number W00004797
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A"M
NC®ENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E.
Governor Director
October 12, 2012
Pete Szelwach — Plant Manager
Clement Pappas NC, Inc.
125 Industrial Park Road
Hendersonville, NC 28758
Dear Mr. Szelwach:
Natural Resources
Dee Freeman
Secretary
Subject: Permit No. W00004797
Clement Pappas NC, Inc.
Wastewater Irrigation System
Henderson County
In accordance with your permit minor modification request received August 13, 2012, and
subsequent additional information received August 22, 2012, we are forwarding herewith Permit No.
WQ0004797, dated October- 12, 2012, to Clement Pappas NC, Inc. for the continued operation of the
subject wastewater treatment and irrigation facilities.
The modifications to the subject permit are as follows:
Monitor wells MW-2 and MW-7 have been replaced by monitor wells MW-2R and MW-7R,
respectively.
, Please note that on August 5, 2009, Session Law 2009-4,06, entitled "An Act to Extend Certain
Government Approvals Affecting the Development of Real Property Within the State," was enacted by
the General Assembly and signed into law. The Act, known as th&Permit Extension Act of 2009, extends
the expiration date of certain government approvals and permits. In addition, Session Law 2010-177
extended the Act by another year. Permit No. W00004797 falls within the scope of this Act and is
therefore being extended until November 30, 2015. A renewal application must still be submitted six
months in advance of the extended expiration date.
This permit shall be effective from the date of issuance until November 30, 2015, shall void
Permit No. W00004797 issued December 29, 2006, and shall be subject to the conditions and limitations
as specified therein. The format of the permit has been updated in accordance with our present policies to
list monitoring requirements on Attachments A, B, and C, which are attached at the end of this permit.
Please pay particular attention to the monitoring requirements listed in Attachments A, B and C for they
may differ from the previous permit issuance. Please note that the total applicable acreage listed on
AttachmentB has been updated. Failure to establish an adequate system for collecting and maintaining
the required operational information shall result in future compliance problems.
For your convenience, customized copies of your facility's NDMR and NDAR-1 reporting forms
are attached herewith, and customized electronic copies of these reporting forms are available for
download at: http•//aortal ncdenr or web/wqlaps/lau/reuortine.
AQUIFER PROTECTION SECTION
1636 IdaO Service Center, Raleigh, North Carolina 27699-1636
Location: 512 N. Salisbury SL, Raleigh, North Carolina 27604
Phone: [phone] FAX: M-807.6496
Internet- mm.nmatercualiN.om
An Equal Opporh:nilyAAl6rmalive Mal Employer
N� Ile
rthCarolina
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Mr. Pete Szelwach
October 12, 2012
Page 2 of 2
Please note the following permit conditions are new since the last permit issuance:
➢ Condition B.3 — Requires monitoring of the effluent in accordance with Attachment A
➢ Condition HA — Allows application onto the sites listed on Attachment B
➢ Condition 113 — Requires the compliance boundary to be altered under certain conditions
➢ Condition H.8 — Prohibits the construction of most wells within the compliance boundary
➢ Condition 119 — Requires the establishment of an easement for the owners of a property
within the compliance boundary
➢ Condition 111.6 — Requires testing and calibration of the irrigation equipment
➢ Condition 111.13 — Requires the maintenance of a staff gauge in the lagoon
➢ Condition IVA — Requires monitoring the effluent in accordance with Attachment A
➢ Condition IV.5 — Requires the recording and maintenance of effluent applications
D Condition IV.6 — Requires weekly measuring and recording of freeboard in the lagoon
➢ Condition IV.8 — Requires that records be kept of all residuals removed from the facility
➢ Condition fV.9 — Requires the maintenance of a facility maintenance log
D Condition W.10 — Requires groundwater monitoring in accordance with Attachment C
➢ Condition IV.13 — Requires the reporting of noncompliant conditions at the facility
➢ Condition VI.7 — Requires the permit to remain active until permit coverage is assumed by
another permit or until the facility is properly closed
➢ Condition VI.8 — The permit can be revoked or unilaterally modified under certain conditions
➢ Condition VL9 — Prohibits the expansion of the facility under certain circumstances
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall 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 at 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this permit, please contact David Goodrich at (919)
807-6352 or at [e-mail].
Sincerely,
lor les Wakild, P.E.
cc: Henderson County Health Department
Asheville Regional Office, Aquifer Protection Section
Evan Yurkovich, PE — Altamont Environmental, Inc., 231 Haywood Street, Asheville, NC 28801
Pennit Pile W00004797
Notebook File W00004797

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
i7i�e
WASTEWATER IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Clement Pappas NC, Inc.
Henderson County
FOR THE
continued operation of a 83,000-gallon per day (GPD) wastewater treatment and irrigation facility
consisting of:
a septic tank, a 100-GPM pump station, approximately 2,200 linear feet of 6-inch force main, a 2.5-MG
aerated lagoon, a 475-GPM spray irrigation pump and a 48.4-acre spray irrigation field and all.associated
piping, valves, controls, spray heads and appurtenances
construction of one 40 hp 475-GPM spray irrigation pump and approximately 600 feet of 8-inch force
main and all associated piping, valves, controls, and appurtenances
upon successful completion of the preliminary pumping pilot test, constriction of one 40 hp 475-GPM
transfer pump, approximately 650 linear feet of 4-inch force main, a 1.75 MG above ground wastewater
storage tank, a Rosemount magnetic flowmeter, and all associated piping,. valves, controls, and
appurtenances
to serve the Clement Pappas Mountain Home Facility, with no discharge of wastes to surface waters,
pursuant to the application received August 13, 2012 and subsequent additional information received by
the Division of Water Quality, and in conformity with the project plans, 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 November 30, 2015, shall void Permit No.
WQ0004797 issued December 29, 2006 and shall be subject to the following specified conditions and
limitations:
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I.
1A
1. In accordance with 15A NCAC 02T .0116, upon completion of construction and prior to operation of
this permitted facility, a certification (attached) shall be submitted from a licensed North Carolina
Professional Engineer certifying that the permitted facility has been installed in accordance with this
permit, Division approved plans and specifications, and other supporting documentation, including
the location of all monitoring wells as applicable. If this project is to be completed in phases and
under the same permit and shall provide a final certificate of completion once the entire project has
been completed. Mail the Certification to the Division of Water Quality, Aquifer Protection Section,
1636 Mail Service Center, Raleigh, NC 27699-1636.
2. The Asheville Regional Office, telephone number [phone], shall be notified at least 48 hours
in advance (excluding weekends and holidays) of operation of the installed facilities such that an in -
place inspection can be made. Notification to the Aquifer Protection Section's regional supervisor
shall be made from 8:00 a.m. until 5:00 p:m. on Monday through Friday, excluding State Holidays.
3. No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note Rule 15A
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application. .
PERFORMANCE STANDARDS
1. The subject non -discharge facilities shall be effectively maintained and operated at all times so there
is no discharge to surface waters, nor any contravention of groundwater or surface water standards.
In the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions
due to improper operation and maintenance, or failure of the irrigation areas to adequately assimilate
the effluent, the Permittee shall take immediate corrective actions including Division required actions,
such as the construction of additional or replacement wastewater treatment or irrigation facilities.
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or
surface water resulting from the operation of this facility.
3. Effluent quality shall not exceed the limitations specified in Attachment A.
4. Application rates, whether. hydraulic, nutrient or other pollutant, shall not exceed those specified in
Attachment B.
5. The compliance boundary for the disposal system shall be specified in accordance with 15A NCAC
02L..0107(b). This disposal system was individually permitted on or after December 30, 1983;
therefore, the compliance boundary is established at either 250 feet from the effluent disposal area, or
50 feet within the property boundary, whichever is closest to the effluent disposal. area. An
exceedance of groundwater standards at or beyond the compliance boundary is subject to remediation
action according to 15A NCAC 02L .0106(d) (2) as well as enforcement actions in accordance with
North Carolina General Statute 143-215.6A through 143-215.6C.
6. In accordance with 15A NCAC 02L .0108, the review boundary is established midway between the
compliance boundary and the effluent disposal area. Any exceedance of groundwater standards at the
review boundary shall require action in accordance with 15A NCAC 02L .0106.
7. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary.
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8.. In'accordance with 15A NCAC 02L .0107(d), no wells,. excluding Division approved monitoring
wells, shall be constructed within the compliance boundary except as provided for in 15A NCAC 02L
.0107(g).
9. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure any landowner who is
not the Permittee and owns land within the compliance boundary shall execute and file with the
Henderson County Register of Deeds an easement running with the land containing the following
items:
a. A notice of the permit and number or other description as allowed in 15A NCAC 02L .0107(f)(1);
b. Prohibits construction and operation of water supply wells within the compliance boundary; and
c. Reserves the right of the Permittee or the State to enter the property within the compliance
boundary for purposes related to the permit.
The Director may terminate the easement when its pupose has been fidfilled or is no longer needed.
10. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for irrigation sites permitted under 15A NCAC 02H .0200 shall be as follows (all
distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 400
ii. Drainage ways or surface water bodies: 100
iii. Any well with exception of monitoring wells: 100
iv. Any property line: 150
v. Public right of way: 50
b. The setbacks for storage and treatment units permitted under 15A NCAC 02H .0200 shall be as
follows (all distances in feet):
i. Any well with exception'of monitoring wells:
ii. Any property line:
`100
50
Some of the setbacks specified above may not have been included in previous permits for this waste
treatment and disposal system. These setbacks are not intended to prohibit or prevent modifications,
which are required by the Division, to improve performance of the existing treatment facility. These
setbacks do, however, apply to the modifications of the treatment and disposal facilities that are for
the purpose of increasing the flow that is tributary to the facility. These setbacks do apply to any
expansion or modification of the irrigation areas and apply in instances in which the sale of property
would cause any of the setbacks not to be complied with, for the treatment and disposal facilities, to
be violated. The applicant is advised that any modifications to. the existing facilities will require a
permit modification.
OPERATION AND MAINTENANCE REOUIREMENTS
1. The facilities shall be properly maintained and operated at all times. The facilities shall be effectively
maintained and operated as a non -discharge system to prevent the discharge of any wastewater
resulting from the operation of this facility. The Permittee shall maintain an Operation and
Maintenance Plan pursuant to 15A NCAC 02T .0507, which at a minimum shall include operational
functions, maintenance schedules, safety measures and a spill response plan.
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2. Upon the, Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, in accordance with 15A NCAC 08G .0200 the
Permittee shall designate and employ a certified operator in responsible charge (ORC) and one or
more certified operator(s) as back-up ORC(s). The ORC or their back-up shall visifthe facilities in
accordance with 15A NCAC 08G .0200, and shall comply with all other conditions specified in the
previously cited rules.
3. A suitable year round vegetative cover shall be maintained at all times, such that crop health is
optimized, allows for even distribution of effluent and allows inspection of the irrigation system.
4. Adequate measures shall be taken to prevent effluent ponding in or runoff from the irrigation sites
listed in Attachment B.
5. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff.
6. All irrigation equipment shall be tested and calibrated at least once per permit cycle. Calibration
records shall be maintained at the facility for a period of no less than five years, and shall be made
available to the Division upon request.
7. Only effluent from Clement Pappas Mountain Home Facility shall be irrigated on the sites listed in
Attachment B.
8. No automobiles or machinery shall be allowed on the irrigation sites except during equipment
installation or while maintenance is being performed.
9. Public access to the irrigation sites and wastewater treatment facilities shall be prohibited.
10. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in
accordance with ISA NCAC 02T .1100. The Permittee shall maintain a -residual management plan
pursuant to 15A NCAC 02T .0508. ,
11. Diversion or bypassing of untreated of partially treated wastewater from the treatment facilities is
prohibited.
12. Freeboard in the lagoon shall not be less than two feet at any time.
13. A gauge to monitor waste levels in the lagoon shall be provided. This gauge shall have readily visible
permanent markings, at inch or tenth of a foot increments, indicating the following elevations:
maximum liquid level at the top of the temporary liquid storage volume; minimum liquid level at the
bottom of the temporary liquid storage volume; and the lowest point on top of the dam.
14. A protective vegetative cover shall be established and maintained on all earthen embankments (i.e.,
outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs,
and other woody vegetation shall not be allowed to grow on the earthed dikes or embankments:
Earthen embankment areas shall be kept mowed or otherwise controlled and accessible.
15. Waste application activities shall not occur when the vertical separation between depth of application
and the water table is less than three (3) feet. Verification of the water table elevation can be
confirmed by water level readings obtained from the monitor well(s) near the site or auger boring(s),
which must be done within 24 hours prior to application of wastewater. Any open borings must be
properly filled with native soil prior to application to decrease the chance of any waste contaminating
the ground water. However, application may continue to take place when the separation distance is
between one and three feet as a result of application activities, but at no time will it be less than one
foot.
f -
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16. Prior to each application (year round) in Irrigation Field 5 and the southern portion of Irrigation Field
4, the Permittee shall use the piezometers to determine if the ground water table is within three (3)
feet of the surface, and shall record the ground water elevation in relation to the surface (See
Condition IV.3).
17. If it is determined by the Division that the ground water table in the lowland fields is repeatedly
within the three (3) foot vertical separation, and that continual loading will only decrease the vertical
separation distance and possibly adversely affect the groundwater quality, the Division shall require
that use of irrigation Field 5 and Irrigation Zone 2 of Field 4-be discontinued indefinitely.
IV. MONITORING AND REPORTING REQUIREMENTS
1. Any Division required monitoring (including groundwater, plant tissue, soil and surface water
analyses) necessary to ensure groundwater and surface water protection shall be established, and an
acceptable sampling reporting schedule shall be followed.
2. Per 15A NCAC OZH .0800, a Division certified laboratory shall conduct all laboratory analyses for
the required effluent, groundwater or surface water parameters.
3. Flow through the treatment facility shall be continuously monitored, and daily flow values shall be
reported on Form NDMR.
The Permittee shall install and maintain an appropriate flow measurement device to ensure the
accuracy and reliability of flow measurement consistent with accepted engineering and scientific
practices.. Selected flow measurement devices shall be capable.of measuring flows with a maximum
deviation of less than ten percent from true flow; aecurately calibrated at a minimum of once per year;
and maintained to ensure the accuracy of measurements is consistent with the selected device's
accepted capability. The Permittee shall maintain records of flow measurement device calibration on
file for a period of at least five years. At a minimum, documentation shall include:
a. Date of flow measurement device calibration,
b. Name of person performing calibration, and .
c. Percent from true flow.
4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for
the parameters specified in Attachment A.
5. The Permittee shall maintain adequate records tracking the amount of effluent irrigated. At a
minimum, these records shall include the following information for each irrigation site listed in
Attachment B:
a. Date of irrigation;
b. Volume of effluent irrigated;
c. Site irrigated;
d. Length of time site is irrigated;
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings;
f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B;
g. Weather conditions; and
h. Maintenance of cover crops.
6. Freeboard (i.e., waste level to the lowest embankment elevation) in the lagoon shall be measured to
the nearest inch or tenth of a foot, and recorded weekly. Weekly freeboard records shall be
maintained at the facility for a period of no less than five years, and shall be made available to the
Division upon request.
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7. Three copies of all monitoring data (as specified in Conditions IV.3. and IV A.) on Form NDMR for
each PPI and three copies of all operation and disposal records (as specified in Conditions IV.5. and
IV.6.) on Form NDAR-I for every site in Attachment B shall be submitted on or before the last day of
the following month. If no activities occurred during the monitoring month, monitoring reports are
still required documenting the absence of the activity. All information shall be submitted to the
following address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
8. A record shall _be maintained of all residuals removed from this facility. This record shall be
maintained at the facility for a period of no less than five years, and shall be made available to the
Division upon request. At a minimum, this record shall include:
a. Name of the residuals hauler;
b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality
agreeing to accept the residuals;
c. Date the residuals were hauled; and
d. Volume of residuals removed.
A maintenance log shall be maintained at this facility. This log shall be maintained at the facility for
a period of no less than five years, and shall be made available to the Division upon request. At a
minimum, this log shall include:
a. Date of calibration of flow measurement device;
b. Visual observations of the plant and plant site; and
c. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing,
inspections and cleanings, etc.).
10. Monitoring wells shall be sampled at the frequencies and for the parameters specified in Attachment
C. All mapping, well construction forms well abandonment forms and monitoring data shall refer to
the permit number and the well nomenclature as provided in Attachment C.
11. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance
Monitoring Form (GW-59), along with attached copies of laboratory analyses, on or before _the last
working day of the month following the sampling month. The Compliance Monitoring Form (GW-
59) shall include this permit number, the appropriate well identification• number, and one OW-59a
certification form shall be submitted with each set of sampling results. All information shall be
submitted to the following address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
12. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on
each irrigation site listed in Attachment B. These results shall be maintained at the facility for a
period of no less than five years, and shall be made available to the Division upon request. At a
minimum, the Standard Soil Fertility Analysis shall include the following parameters:
Acidity
Exchangeable Sodium Percentage
Phosphorus
Base Saturation (by calculation)
Magnesium
Potassium
Calcium
Manganese
Sodium
Cation Exchange Capacity
Percent Humic Matter
Zinc
Copper
PH.
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13. NoncomplianceNotifrcatiow
The Permittee shall report by telephone to 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 any of the following:
a. Any occurrence at the facility resulting in the treatment of significant amounts of wastes that is
abnormal in quantity or characteristic, including the known passage of a hazardous substance, or
any other unusual circumstances.
b. Any process unit failure (e.g., mechanical, electrical, etc.), due to known or unknown reasons,
rendering the facility incapable of adequate wastewater treatment.
c. Any facility failure resulting in a by-pass directly to receiving surface waters.
d. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
e. Pending in or runoff from the irrigation sites:
f. Effluent breakout from the infiltration basin(s).
Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone].
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to be. taken to ensure the problem does not recur.
V. ,.. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
wastewater treatment and irrigation facilities.
2. The-Permittee or their designee shall inspect the wastewater treatment and irrigation facilities to
prevent malfunctions, facility deterioration and operator errors resulting in discharges, which may
cause the release of wastes to the environment, a threat to human health or a public nuisance. The
Permittee shall maintain an inspection log that includes, at a minimum, the date and time of
inspection, observations made, and any maintenance, repairs, or corrective actions taken. The
Permittee shall maintain this inspection log for a period of five years from the date of the -inspection,
and this log shall be made available to the Division upon request.
3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property, premises or place on or. related to the wastewater treatment and irrigation facilities
permitted herein at any reasonable time for the purpose of determining compliance with this permit;
may inspect or copy any records required to be maintained under the terms and conditions of this
permit, and may collect groundwater, surface water or leachate samples.
VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statutes 143-
215.6A to 143-215.6C.
2. This permit shall become voidable if the permitted facilities are not constructed in accordance with
the conditions of this permit, the Division approved plans and specifications, and other supporting
documentation.
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3. This permit is effective only with respect to the nature and volume of wastes' described in the permit
application; Division approved plans and'specifications, and other supporting documentation. No
variances to applicable rules governing the construction or operation of the permitted facilities are
granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T
.0105(n).
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies
(e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules
in 15A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4
and under the Division's General Permit NCGO10000; any requirements pertaining to wetlands under
15A NCAC 02B .0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of
Chapter 143 of the General Statutes.
5. In the event the permitted facilities change ownership or the Pennittee changes their name, a fonnal
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include, appropriate property ownership documentation and other supporting
documentation as necessary. The Permittee of record shall remain fully responsible for maintaining
and operating the facilities permitted herein until a permit is issued to the new owner.
6. The Permittee shall retain a set of Division approved plans and specifications for the life of the
facilities permitted herein.
7. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority pursuant to 15A NCAC'
02T .0105Q).
8. This permit is subject to revocation or unilateral modification upon 60 days notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .0110.
9. Unless the Division Director grants a variance, expansion of the permitted facilities contained herein
shall not be granted if the Permittee exemplifies any of the criteria in 1-5A NCAC 02T .0120(b).
10. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to
pay the annual fee accordingly shall be cause for the Division to revoke this permit pursuant to 15A
NCAC 02T .0105(e) (3).
Permit issued this the 12th day of October 2012
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
or harle akild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number W00004797
WQ0004797 Version 1.4 Shell Version 120726 Page 8 of

Permit No. W00004797 Surface Irrigation
Clement Pappas NC, Inc. October 12, 2012
Clement Pappas Mountain Home Facility Iredell County
ENGINEERING CERTIFICATION
❑ Partial ❑ Final
In accordance with ISA NCAC 02T .0116, I,
as a duly registered Professional Engineer in the State of North Carolina, having the Permittee's
authorization to ❑ periodically ❑ weekly ❑ fully observe the construction of the permitted facility,
hereby state to the best of my abilities that due care and diligence was used in the observation of the
construction, such that the facility was built within substantial compliance and intent of this permit, the
Division approved plans and specifications, and other supporting documentation.
Any variation to this permit, the Division approved plans and specifications, and other supporting
documentation has been documented in the attached as -built drawings, and shall serve as the
Permittee's minor modification request to amend the permit accordingly.
Provide a brief narrative description of any variations:
Professional Engineer's Name
Engineering Firm _
Mailing Address_ _^
State Zip
-Telephone E-mail NC PE Seal, Signature & Date
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
LAND APPLICATION UNIT
By CourierlSpecial Delivery:
BY TJ S. Postal Service:
1636 MAIL SERVICE CENTER 512 N. SALISBURY ST.
RALEIGII, NORTH CAROLINA 27699-1636 RALEIGH, NORTH CAROLINA 27604
GV00004797 Version IA Shell Version.120726 Page of

IF,
ATTACHMENT A - LUATrATIONS AND MONITORING REQUIREMENTS
PPI 001— W W TF INFLUENT
Permit Number: W00004797 Version:1.4
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCS
Parameter Description
Monthly Average
Monthly Geometric Mean
Dail
Minimum
Daily Maximum
Measurement
Frequency
Sample
Type -
Code
leasureUnitsof,
50050
1 Flow, in conduit or thm treatment plant
GPD
1 83,000
1
Continuous
Recorder
PPI 002 — W WTF EFFLUENT
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCS Code
Parameter Description
Units of
Monthly Average
Mouthly Geometric
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
Measure
00610
Nitrogen, Ammonia Total (as N)
mg/L
3 XYear
Grab
00630
Nitrite plus Nitrate Total 1 DET (as N)
mg/L
3 X Year
Grab
31504
Coliform, Total MF, Imm, LES Endo Agaz
41100 ml
3 X Year
Grab
00310
ROD, 5-Day (20 Deg. C)
mg/L
3 X Year
Grab
00625
Nitrogen, Kieldahl, Total (as N)
mg/L
3 X Year
Grab
00665
Phosphorous, Total (asP)
mg/L
3•X Year
Grab
00530
Solids, Total Suspended
, mglL
3 X Year
Grab
00929 .
Sodium, Total (as No)
mglL.
3 X Year
Grab
00927
Magnesium, Total (as Mg)
mg/L
3 X Year
Grab
00400
pH
s.u.
3 X Year
Grab
00916
Calcium, Total (as Ca)
mg/L
3 X Year
Grab
00931
Sodium Adsorption Ratio by Calculation
Ratio
3 X Year
Grab
. 3 X Year monitoring shall take place during the months of March, July, and November.
W00004797 Version 1.4 Attachment
Page 1 of

W00004797 Version 1.4
THUS PAGE BLANK
Attachment A
Page 2 of 2 . .

'l kX4
YA
ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LDMATIONS Permit Number: W00004797 Version: 1.4
CLEMENT PAPPAS NC, INC. — CLEMENT PAPPAS NC FACILITY
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Field •
Owner
un
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
1
Clement Pappas NC, Inc.
Henderson
35°22'33"
82°28'53"
4.6
BaB-Bradson
Non -Discharge Application Rate-01284
0.20
52
inches
2
Clement Pappas NC, Inc.
Henderson
35°22'35"
82028'51"
4.1
BaC-Bradson
Non -Discharge Application Rate-01284
0.20
52
inches
3
Clement Pappas NC, Inc.
Henderson
35°22'3T'
82028'49"
4.4
BaC-Bradson
Non -Discharge Application Rate-01284
0.20
52
inches
4
Clement Pappas NC, Inc.
Henderson
35022'29"
82028'54"
3.3
Cr- Codoms
Non -Discharge Application Rate-01284
0.20
52
inches
5A
Clement Pappas NC, Inc.
Henderson
35022'45"
82029'19"
2.2
Bradson
Non -Discharge Application Rate - 01284
0.20
52
inches
5B
Clement Pappas NC, Inc.
Henderson
35022'37"
82028'59"
3.18
BaB-Bradson
Non -Discharge Application Rate-01284
'0.20
52
inches
6
Clement Pappas NC, Inc.
Henderson
35022'40"
W28'57"
4.86
BaC - Bradson
Non -Discharge Application Rate - 01284
0.20
52
inches
7A
Clement Pappas NC, Inc. -
Henderson
35°22'44"
82°29'03"
3.42
BaB-Bradson
Non -Discharge Application Rate -01.284
0.20
52
inches
7B
Clement Pappas NC, Inc.
Henderson
35°22'44"
82029'09"
1.44
Bradson
Non -Discharge Application Rate- 01294
0.20
52
inches
8
Clement Pappas NC, Inc.
Henderson
35022'47"
82029'19"
5.24
Cordorus
Non -Discharge Application Rate-01284
0.20
52
inches
9
Clement Pappas NC, Inc.
Henderson
35022'50"
82029'19"
5.25
Cordorus
Non -Discharge Application Rate-01284
0.20
52
inches
10
Clement Pappas NC, Inc.
Henderson
35°22'50"
82°29'3§i '
- 4.15
Co - Codorus
Non -Discharge Application Rate - 01284
020
52
inches
11
Clement Pappas NC, Inc.
Henderson
35022'47"
82029'37"
4.35
Co - Comus
I Non -Discharge Application Rate - 01284
0.20
52
inches
Totals
50.49
W00004797 Version 1.4
Attachment B
Page I oft

20604797 Version 1.4
Attachment B Page 2 -`^

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS Permit Number: W00004797 Version: 1.4
wcllc• MW-2R_ MW-4_ MW-5. MW-6, MW-7R and MW-8
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
PCS Code
Parameter Description
Daily Minimum Daily Maximum
Frequency Measurement
Sample Type
Footnotes
82546
Water level, distance from measuring point
' " ft.
Semiannual
Calculated
1, 2, 3
00620
Nitrogen, Nitrate Total (as N)
10 mg/L
Semiannual
Grab
I
00940
Chloride (as Cl)
250 mg(L
Semiannual
Grab
1
00610
Nitrogen, Ammonia Total (as N)
1,500ug(L
Semiannual
Grab
1
00400
pH
6.5 sm.,
8.5 s.u.
Semiannual
Grab
I
70300
Solids, Total Dissolved -180 Deg C
500 mg/L
Semiannual
Grab
I
31616
Coliform, Fecal MF, M-FC Broth, 44.5C
4/ 100 mL
Semiannual
Grab
1
00945
Sulfate, Total (as SO4)
250 mg/L
Semiannual
Grab
I
`. 78732
Volatile Compounds, (GCIMS)
Yes/No
Annual
Grab
1, 4, 5
00680
Cazbon, Total Organic (TOC)
mg/L
Semiannual
Grab
1, 6
1. Semiannual monitoring shall be conducted in May & November, Annual monitoring shall be conducted every November.
2. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement .
of pH shall be made after purging and prior to sampling for the remaining parameters.
3. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point for each monitoring well. The measuring points (top
. of casing) of all monitoring wells shall be surveyed relative to a common datum
Volatile Organic Compounds (V OC) - In November only, analyze by one of the following methods:
a. Standard Method 6230D, PQL at 0.5 µg/L or less
b.1 Standard Method 6210D, PQL at 0.5 µg/L or less
C, EPA Method 8021, Low Concentration, PQL at 0.5 µg/L or less
d. EPA Method 8260, Low Concentration, PQL at 0.5 µg/L or less
e. Another method with prior approval by the Aquifer Protection Section Chief
Any method used must meet the following qualifications: - -
a. A laboratory must be DWQ certified to urn any method used.
b. The method used must, at a minimum, include all the constituents listed in Table VIII of Standard Method 6230D.
c. The method used must provide a PQL of 0.5 µg/L or less that must be supported by laboratory proficiency studies as required by the DWQ Laboratory Certification Unit Any constituents
detected above the MDL but below the PQL.of 0.5 µg/L must be qualified (estimated) and reported.
If any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Asheville Regional Office Aquifer Protection Supervisor, telephone
number [phone], must be contacted immediately for further instructions regarding any additional follow-up analyses required.
6. If TOC concentrations greater than 10 mg/L are detected in any downgradient monitoring well, additional sampling and analysis must be conducted to identify the individual constituents
comprising this TOC concentration. If the TOC concentration as measured in the background monitor well exceeds 10mg/L, this concentration will be taken to represent the naturally occurring
TOC concentration. Any exceedances of this naturally occurring TOC concentration in the downgradieat wells shall be subject to the additional sampling and analysis as described above.
WQ0004797 Version 1.4 , Attachment C I Page 1 of 1

FOR MR, 03-12 NON -DISCHARGE MON ING REPORT (NDMR) Page_ _
Permit No.: W00004797
Facility Name: Clement Pappas Mountain Home Facility
County: Henderson
Month:
year.
PPI: 001
Flow Measuring Point: ❑' Influent ❑ Effluent ❑ No flow generated
Parameter Monitoring Point: ❑' Influent ❑ Effluent ❑ Groundwater Lowering ❑ Surface water
Parameter
Code
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V
FOR MR 03-12 NON -DISCHARGE MON ING REPORT (NDMR) Page
Permit No.: WQ0004797
Facility Name: Clement Pappas Mountain Home Facility
County: Henderson
Month:
Year:
PPI:
002
Flow Measuring
Point
D influent 21 Effluent
El No
flow generated
Parameter
Monitoring
Point:
❑ Influent 0 Effluent
❑ Groundwater
Lowering
❑ surface
Water
Code
Ob
00610
31504
00530
00927
00916
. . . . . . . .
Parameter
V2
Al.�
2
E
0
C3
E
0
.. ....
E
<
mq
amg/L
mg/L
x
2
3
4
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23
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25
26
27
28
29
30
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31
Average:
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Maximum:
K
Dafly
Minimunu.
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1,'Sampling
Type
;
Monthly
Umit:,
E 241
jY Sample Fre9uencY:W�1_

FOI )AR-1 08-11 NON -DISCHARGE APPI 'ION REPORT (NDAR-1) _ Page_
Permit No.: WQ0004797
Facility Name: Clement Pappas Mountain Home Facility
County: Henderson
Month:
Year:
Did irrigation occur
,RoidTiat�e"':r'+
Field Name:
2{�'xr�'�rFeldl�larng;
" �Cin(�
f,4!` V,
Field Name:
4
"
;r
l+it ". A�(acr'es)
ri.rl �fr, rt.
Area,(acres):
,4.1
h,rysAreal(aeres)
1 a r,,4wt Jxa MS'
Area (acres):
3.3
at this facility?
r^�CoLerCiop
x mtt�{
Cover Crop:
N'tcov%Qrob
s irGN;KM ;`
cover Crop:
❑ YES ❑ NO
w t
�,(Hourly�,Ratj(1�F%.1
x l
i2 a14 1u r^n
",i€=`!,'lila,°�':9yb�l !r'�.iit
Hourly Rate (in):
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Hourly Rate (in):
`AT(fnuaifate
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�n
w).
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(
d, niiva'fiate i
a"r "' '" x� G 1 G"">+'(
Annuai Rate (inj:
Weather
Freeboard
ae.;Fieid�lmg,.ted
„r�lYES,nty-`~^"e`r�
tJo„")�
Field Irrigated?
❑ YES ❑ No
u'Fiefd�lmgated?
,wES
q$,❑ hod,`;:
Fieltl Irrigated?
❑YES ❑ No
p
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FODAR-108-11 NON -DISCHARGE APR. TION.REPORT (NDAR-1) Page_ _
Perm¢ No.: WQ0004797
Facility Name: Clement Pappas Mountain Home Facility
county: Henderson
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F( 10AR-1 08-11
NON -DISCHARGE APP TION REPORT (NDAR-1)
Page
Permit No.: W00004797
Facility Name: Clement Pappas Mountain Home Facility
County: Henderson
Month:
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Did irrigation
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Facility Name: Clement Pappas Mountain Home Facility
county: Henderson Month:
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Attachment J
Floodway Regulation Compliance

Henderson County Government
Engineering Department
Natalie J Berry PE
Marcus A Jones PE
Assistant County Engineer
Director of Engineering
Telephone [phone]
Telephone [phone]
May 15, 2015
Wyatt Edsel
Altamont Environmental, INC
231 Haywood Street
Asheville, NC 28801
RE: Flood Development Compliance Clement Pappas Irrigation Fields
Dear Mr. Edsel,
After review of the site map provided, the irrigation fields do comply with Henderson County
Flood Development Ordinance. I have attached the site map in question for reference.
If you have any further questions, please do not hesitate to contact me direct.
cerely,
6? /rry
Natalie J. BPE
Assistant County Engineer
Attachment: Site Map prepared by Altamont Environmental
100 N. KING STREET, SUITE 210
HENDERSONVILLE, NC 28792
www.hendersoncountync.org

LEGEND
0 OLD OR FORMER MONITORING WELL
® MONITORING WELL (IN USE)
0 PIEZOMETER
W CONTOUR
100' CONTOUR
— -STREAM CENTERLINE
---PROPERTY BOUNDARY
• BUILDINGS
PRELIMINARY
NOTFOR
CONSTRUCTION
NC FIRM LICE C-2185
A
SOURCE:
I. AGRI-WASTE TECHNOLOGY,
INC. (AWT) MAY 4, 2001
IRRIGATION PLAN.
2. EARTH SYSTEMS ASSOCIATES,
LTD. FIGURE 3 LAND TREATMENT
SYSTEMS, UNDATED.
3. HENDERSON COUNTY GIB
WEBSITE ACCESSED MAY 5, 2015.
4. 2010 AERIAL ORTHOIMAGERY IS
FROM NC ONE MAP.
NOTES:
1. PROPERTY BOUNDARY LINES,
BUILDINGS, FLOOD ZONES, AND
STREAM CENTERLINES FROM
HENDERSON COUNTY GIS.
2. IRRIGATION FIELDS FROM AWT
IRRIGATION PLAN.
3. COMPLIANCE BOUNDARY
DETERMINED PER 15A NCAC 02L
.0107.
4. REVIEW BOUNDARY
DETERMINED PER 15A NCAC 02L
.0108.
0. 3ow W. Imo.
SCALE I• = 600•
FIELDS I, 2, 3, 4, AND 5 ARE SPRAY FIELDS THAT ARE IRRIGATED WITH
TREATED WASTEWATER FROM THE CLEMENT PAPPAS FACILITY. THIS
FACILITY COMPLIES WITH THE CONDITIONS OF THE DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES WASTEWATER IRRIGATION SYSTEM
PERMIT W00004797 AND APPLICABLE PORTIONS OF 15A NCAC 02T.0500.
OLD Flfl
`MW-02
\A
MW-09
`) \MW-0Ia
MW-04
YEAR FLOOD PLAIN
YEAR FLOOD PLAIN
SITE MAP FIGURE
CLEMENT PAPPAS f'1
125 INDUSTRIAL PARK ROAD L
HENDERSONVILLE, NC

Attachment K
Threatened or Endangered Aquatic Species
Documentation

I�C�DENR
North Carolina Department of Environment and Natural Resources
Office of Land and Water Stewardship
Pat McCrory
Govemor
Mr. Wyatt Edsel
Altamont Environmental, Inc.
231 Haywood Street
Asheville, North Carolina 28801
wedsel Cd a Ita mo me nvi ron m e nta I.com
Bryan Gossage
Director
March 23, 2015
RE: Clement Pappas Wastewater System Project
Egerton Road, Hendersonville, Henderson County, North Carolina
Dear Mr. Edsel:
Donald R. van der Vaart
Secretary
Thank you for the opportunity to provide information from the North Carolina Natural Heritage Program
(NCNHP) database for the proposed project referenced above. The NCNHP database does not show
records for rare species, important natural communities, natural areas, or conservation/managed areas
within the proposed project area as depicted in the maps submitted with your request for information.
However, there is a record for Southern Blotched Chub within Mud Creek, adjacent to and directly
downstream from the proposed project area.
Within one mile of the proposed project area, the NCNHP database shows element occurrence records
for the following rare species:
SCIENTIFIC NAME
COMMON NAME
ELEMENT
STATUS
OCCURRENCEgLow
STATE
STATUS
FEDERAL
STATUS
Asplenium pinnatifidum
Lobed Spleenwort
Current
SR-P
—
Colopteryxamato
Superb Jewelwing
Historical
SR
—
Dendrolyco odium dendroideum
Prickly Ground -pine
Historical
SR-P
—
Erimystax insignis eristigma
Southern Blotched Chub
Current
Medium
SR
FSC
Hexostylis rhombi ormis
French Broad Heartleaf
Current
Medium
SR-L
FSC
Sarracenia jonesil
Mountain Sweet Pitcher Plant
Historical
Low
E
E
spilogole putorius
Eastern Spotted Skunk
Historical
Very Low
SR-G
—
-For status and accuracy definitions, please seethe Rare Species Status Definitions and Element Occurrences documents at
https://ncnhde.naturewme.org/content/help,
The occurrence of Lobed Spleenwort is located in the vicinity of Stoney Mountain, south of the project
area. The occurrence of Mountain Sweet Pitcher Plant is also located in the vicinity of Stoney Mountain.
The occurrence records for Superb Jewelwing, Prickly Ground -pine, and Eastern Spotted Skunk all have
very low accuracy due to the lack of site -specific locational information associated with the records, but
these three species have been documented in Henderson County.
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: 919-707.M \ Internet: www.nedenr.gov
An EWW Dppalurily 1Aff meMe Acbm Employer - Made in Dan by rec7+ied Papa,

Clement Pappas Wastewater System Project
Egerton Road, Hendersonville, Henderson County, North Carolina
March 23, 2015
Page 2
As noted above, the occurrence of Southern Blotched Chub is located in the reach of Mud Creek that is
adjacent to and directly downstream from the project area. The occurrence of French Broad Heartleaf is
located along an unnamed tributary of Mud Creek in the vicinity of Mountain Home, ca. 0.7 miles south
of the project area.
In addition, a conservation easement held by the North Carolina Ecosystem Enhancement Program is
located ca. 0.2 miles southeast of and downstream from the project area along Mud Creek, and the Mud
Creek/Hickory Hill Floodplain natural area is located ca. 0.5 miles southeast of the project area. The
Mud Creek/Hickory Hill Floodplain natural area contains a record for a high -quality Montane Floodplain
Slough Forest natural community.
The locations of natural areas and conservation/managed areas nearby the project area, including those
referenced above, may be viewed by accessing the Natural Heritage Data Explorer online map viewer, or
by downloading and using Geographic Information System (GIS) data; both options are available from
the NCNHP Data Services webpage (see www.ncnhp.orgl.
Please note that although the NCNHP database may not show records for rare species within the
proposed project area, it does not necessarily mean that they are not present; it may simply mean that
the area has not been surveyed. Occurrences of rare species documented within one mile of the
proposed project area increase the likelihood that these species may be present within the project area
if suitable habitat exists. The use of Natural Heritage Program data should not be substituted for actual
field surveys if needed, particularly if the project area contains suitable habitat for rare species. If rare
species are found during field surveys, the NCNHP would appreciate receiving this information so that
we may update our database.
Please feel free to contact me at [e-mail] 919-707-8629 if you have questions or
need additional information.
Sincerely,
v40PiallytN"O*_
Allison Schwarz Weakley, Conservation Planner
NC Natural Heritage Program

Attachment L
Analysis of Wastewater

Lagoon Effluent Waste
Clemer
Mountain Hom
Permit Numb
J
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C
2
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Z
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Gl
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w
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cei
Date
E
n
m
o
Sample
(mm/dd/Yy):_
_ _
c`0i
Q
I _ _cti_
1
04/01/15
6.2
9700
5210
1120000 CFU/100mL
2
05/04/15
112
10800
2650
47.7
2420 MPN/100mL
Notes:
1. "Field" means data was collected in field and not analyzed by the lab.
2. ND means "Not Detected."
R\Clement Pappas\Permit Modifications\Permitting\NC DENR\pttachments\Wastewater Chemical Malysis.xls'

ar Chemical Analysis
ippas
orth Carolina
FQ0004797
Page 1 of 1

le
i 2ceAnalyfical"
awivPeuletrimn
May 19, 2015
Tracy Wolfe
Clement Pappas
125 Industrial Park Rd
Hendersonville, NC 28792
RE: Project: Lagoon Permit Renewal 5/4
Pace Project No.: 92248078
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Dear Tracy Wolfe:
Enclosed are the analytical results for sample(s) received by the laboratory on May 04, 2015. 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,
Chris Derouen
[e-mail]
Project Manager
Enclosures
cc: Mr. Blake Kehoe, Clement Pappas
Accounts Payable, Clement Pappas
REPORT OF LABORATORY ANALYSIS
I- This report shall not be reproduced, except In full,
without the written consent of Paco Analytical Services, Inc..
Page 1 of 27

2aceAllalyficale
ewrp�wrn
Project: Lagoon Permit Renewal 514
Pace Project No.: 92248078
Charlotte Certification IDs
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
North Carolina Drinking Water Certification M 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
South Carolina Certification #: 99006001
Asheville Certification IDs
2225 Riverside Drive, Asheville, NC 28804
Flodda/NELAP Certification #: E87648
Massachusetts Certification #: M-NC030
North Carolina Drinking Water Certification P. 37712
CERTIFICATIONS
Florida/NELAP Certification #: E87627
Kentucky UST Certification M. 84
West Virginia Certification #: 357
VirginiaNELAP Certification M 460221
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
West Virginia Certification #: 356
Virginla/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
Pace Analytical services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.. Page 2 of 27

ace
AnalXical e
SAMPLE ANALYTE COUNT
Project: Lagoon Permit Renewal 514
Pace Project No.: 92248078
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Lab ID Sample ID Method
Analysts
Analytes
Reported
Laboratory
92248078001 LAGOON EFFLUENT EPA200.7
JMW
3
PASI-A
EPA 8260
GAW
71
PASI-C
SM 2540C
WRC
1
PASI-A
SM 5210B
MLS
1
PASI-A
EPA 9040
MLS
1
PASI-A
Colilert-18
MLS
1
PASI-A
TKN+NO3+NO2 Calculation
EWS
1
PASI-A
EPA 350.1
MAB
1
PASI-A
EPA 351.2
JDA
1
PASI-A
EPA353.2 -
DMN
3
PASI-A
EPA 365.1
JDA
1
PASI-A
EPA 420.4
DMN
1
PASI-A
SM 4500-CI-E
SER
1
PASI-A
SM 5220D-
MAB
1
PASI-A
SM 5310B
AES2
1
PASI-A
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 27

aceAnalytical e
ANALYTICAL RESULTS
Project: Lagoon Permit Renewal 5/4
Pace Project No.: 92248078
Sample: LAGOON EFFLUENT Lab ID: 92248078001 Collected: 05/04115 11:15
Parameters Results Units Report Limit OF
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
05104/1512:55 Matrix: Water
Prepared Analyzed CAS No. Qual
Field Data -
Analytical Method:
Collected By
Mark
1
0510511511:20
Swann
Collected Date
514115
1
05/05/15 11:20
Collected Time
-11:15
1
05/05/15 11:20
Field pH
8.5
Std. Units
0.10
1
05/05/15 11:20
Field Temperature
15.7
deg C
0.50
1
05/05/15 11:20
200.7 MET ICP
Analytical Method:
EPA200.7 Preparation Method: EPA200.7
Calcium
10800
ug/L
100
1 05/06115 11:00
05/07/15 21:38
7440-70-2
Magnesium
46200
ug/L
100
1 05106/1511:00
05/0711521:38
7439-95-4
Sodium
57400
ug/L
5000
1 0510611511:00
05/07/1521:38
7440-23-5
8260 MSV
Analytical Method: EPA 8260
Acetone
ND
ug/L
25.0
1
05/1811521:19
67-64-1
Benzene
NO
ug/L
5.0
1
05118/1521:19
71-43-2
Bromobenzene
ND
ug/L
5.0
1
05118/1521:19
108-86-1
Bromochloromethane
ND
ug/L
5.0
1
05118/1521:19
74-97-5
Bromodichlorumethane
ND
ug/L
5.0
1
05118/1521:19
75-27-4
Bromoform
NO
ug/L
5.0
1
0511811521:19
75-25-2
Bromomethane
NO
ug/L
10.0
1
05/18/1521:19
74-83-9
2-Butanone(MEK)
ND
ug/L
10.0
1
0511811521:19
78-93-3
1ert-Butyl Alcohol
NO
ug/L
100
1
05/18/15 21:19
75-65-0
n-Butylbenzene -
NO
ug/L
5.0
1
05/18/15 21:19
104-51-8
sec-Butylbenzene
NO
ug/L
5.0
1
05/18/15 21:19
135-98-8
lert-Butylbenzene
NO
ug/L
5.0
1
0511811521:19
98-06-6
Carbon tetrachloride
ND
ug/L
5.0
1
0511811521:19
56-23-5
Chlorobenzene
NO
ug/L
5.0
1
05/1811521:19
108-90-7
Chloroethane
NO
_ ug/L
10.0
1
0511811521:19
75-00-3
Chloroform
NO
ug/L
5.0
1
05/18/1521:19
67-66-3
Chloromethane
ND
ug/L
5.0
1 -
05118/1521:19
74-87-3
2-Chlorotoluene
NO
ug/L
5.0
1
0511811521:19
95-49-8
4-Chlorotoluene
NO
ug/L
5.0
1
05/1811521:19
106-43-4
1,2-Dibromo-3-chloropropane
NO
ug/L
2.0
1
05/18/1521:19
96-12-8
Dibromochloromethane
i ND
ug/L
5.0
1
0511811521:19
124-48-1
1,2-Dibromoethane(EDS)
NO
ug/L
5.0
1
05118/1521:19
106-93-4
Dibromomethane
NO
ug/L
5.0
1
05/1811521:19
74-95-3
1,2-Dichlorobenzene
ND
ug/L
5.0
1
0511811521:19
95-50-1
1,3-Dichlorobenzene
_
ND
ug/L
5.0
1
0511811521:19
541-73-1
1,4-Dichlorobenzene
ND
ug/L
5.0
1
05118/1521:19
106-46-7
Dichlorodi0uoromethane
ND
ug/L
5.0
1
05/18/15 21:19
75-71-8
1,1-Dichloroelhane
NO
ug/L
5.0
1
0511811521:19
75-34-3
1,2-Dichloroelhane
NO
ugfL
5.0
1
05/18/1521:19
107-06-2
1,2-Dichloroethene(Total)
NO
ug/L
5.0
1
05/18/1521:19
540-59-0
1,1-Dichloroelhene
ND
ug/L
5.0
1
0511811521:19
75-35-4
cis-1,2-Dichloroelhene
ND
ug/L
5.0
1
05/18/15 21:19
156-59-2
trans-1,2-Dichloroelhene
NO
ug/L
5.0
1
0511811521:19
156-60-5
1,2-Dichloropropane
NO
ug/L
5.0
1
05/18115 21:19
78-87-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full.
Date: 05/19/2015 04:55 PM without the written consent of Pace Analytical Services, Inc.. Page 4 of 27

Pace Analytical Services, Inc.
aceMalyiical ® 2225 Riverside Dr.
Asheville, NC 28804
wnwpacesbi mn [phone]
ANALYTICAL RESULTS
Project: Lagoon Permit Renewal 5/4
Pace Project No.: 92248078
Sample: LAGOON EFFLUENT Lab ID: 92248078001 Collected: 05/04/15 11:15 Received: 05/04/15 12:55 Matrix: Water
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Dust
8260 MSV Analytical Method: EPA 8260
1,3-Dichloropropane
ND
ug/L
5.0
1
0511811521:19
142-28-9
2,2-Dichloropropane
NO
ug/L
5.0
1
05118/1521:19
594-20-7
1,1-Dichloropropene
NO
ug/L
5.0
1
05/18/1521:19
563-58-6
cis-1,3-Dichloropropene
- NO
ug/L
5.0
1
05118/1521:19
10061-01-5
trans-1,3-Dichloropropene
NO
ug/L
5.0
1
05116/1521:19
10061-02-6
Diisopropyl ether
NO
ug/L
5.0
1
05/18115 21:19
108-20-3
Elhylbenzene
ND
ug/L
5.0
1
05/18115 21:19
100-41-4
Hexachloro-1,3-butadiene
NO
ug/L
5.0
1
05/18/15 21:19
87-68-3
2-Hexanone
ND
ug/L
10.0
1
05/18/1521:19
591-78-6
Isopropylbenzene (Cumene)
ND
ug/L
5.0
1
05/18/15 21:19
98-82-8
p-Isopropyltoluene
NO
ug/L
5.0
1
05118/1521:19
99-87-6
Methylene Chloride
ND
ug/L
5.0
1
05118/1521:19
75-09-2
4-Methyl-2-pentanone(MIBK)
NO
ug/L
10.0
1
05118/1521:19
108-10-1
Methyl-tert-butyl ether
ND
ug/L
5.0
1
05118/1521:19
1634-04-4
Naphthalene
ND
ug/L
5.0
1
05118/1521:19
91-20-3
n-Propylbenzene
ND
ug/L
5.0
1
0511811521:19
103-65-1
Styrene
NO
ug/L
5.0
1
05/18/15 21:19
100-42-5
1,1,1,2-Tetrachloroelhane
ND
ug/L
5.0
-1
0511811521:19
630-20-6
1,1,2,2-Tetrachloroelhane
ND
ug/L
5.0
1
05/1811521:19
79-34-5
Tetrachloroethene
ND
ug/L
5.0
1
05/1811521:19
127-18-4
Toluene
ND
ug/L
5.0
1
05H8/1521:19
108-88-3
1,2,3-Trichlorobenzene
NO
ug/L
5.0
1
05/18/1521:19
87-61-6
1,2,4-Trichlorobenzene
ND
ug/L
6.0
1
05118/1521:19
120-82-1
1,1,1-Trichloroethane
ND
ug/L
5.0
1
05118/1521:19
71-55-6
1,1,2-Tdchloroethane
ND
ug/L
5.0
1
05118/1521:19
79-00-5
Trichloroelhene
NO
ug/L
5.0
1
05/18/15 21:19
79-01-6
Trichlorolluoromelhane
ND
ug/L
10.0
1
05/1811521:19
75-69-4
1,2,3-Trichloropropane
ND
ug/L
5.0
1
0511811521:19
96-18-4
1,2,4-Trimelhylbenzene
ND
ug/L
5.0
1
05118/1521:19
95-63-6
1,3,5-Trimethylbenzene
ND
ug/L
5.0
1
05/1811521:19
108-67-6
Vinyl acetate
ND
ug/L
10.0
1
05118/1521:19
108-05-4
Vinyl chloride
ND
ug/L
5.0
1
05/1811521:19
75-01-4
m&p-Xylene
NO
ug/L
10.0
1
05118/1521:19
179601-23-1
o-Xylene
NO
ug/L
5.0
1
05/18/15 21:19
95-47-6
Surrogates
'
4-BromoOuorobenzene (S)
89
%
70-130
1
05/18/15 21:19
460-00-4
1,2-Dichloroelhane-d4 (S)
94
%
70-130
1
05/18115 21:19
17060-07-0
Toluene-d8 (S) - 1
98
%
70-130
1
05/18/15 21:19
2037-26-5
2540C Total Dissolved Solids
Analytical Method: SM 2540C
Total Dissolved Solids
850
mg(L
250
1
0510511515:36
5210B BOD, 5 day
Analytical Method: SM 5210B
BOD, 5 day
816
mg/L
2.0
1 05/05/15 17:47
05/10/15 14:25
L2
REPORT
OF LABORATORY
ANALYSIS
This report shall not be reproduced,
except in full,
Date: 05/19/2015 04:55 PM
without the written consent
of Pace Analytical
Services, Inc..
Page 5 of 27

aceAnaiytical®
�%conr
ANALYTICAL RESULTS
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Lagoon Permit Renewal 5/4
Pace Project No.: 92248078
Sample: LAGOON EFFLUENT Lab ID: 92248078001 Collected: 05104/1511:15 Received: 05/04/1512:55 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
9040 pH
Analytical Method: EPA 9040
- pH - -
7.8 Sid. Units
0.10
1 -
_ 05/07/15 14:20
H6
Colilert-18 Fecal Coliform AVL
Analytical Method: Colilert-18
Fecal Colifonns
2420 MPN/100ml-
1.0
1
05/04/15 16:50
H3,u2
Total Nitrogen Calculation
Analytical Method: TKN+NO3+NO2
Calculation
Total Nitrogen
362 mg/L
0.12
1
05/14/15 15:30
350.1 Ammonia
Analytical Method: EPA350.1
Nitrogen, Ammonia
112 mg/L
2.2
22
05/05/1515:53
7664-41-7
351.2 Total Kjeldahl Nitrogen
Analytical Method: EPA 351.2
Nitrogen, Kjeldahl, Total
362 mg/L
10.0
20
05/12115 15:57
7727-37-9
353.2 Nitrogen, NO2(NO3 unpres
Analytical Method: EPA 353.2
Nitrogen, Nitrate
ND mg/L
0.020
1
05/05115 20:33
Nitrogen, Nitrite
0.37 mg/L
0.020
1
05/05/15 20:33
Nitrogen, NO2 plus NO3
0.20 mg/L
0.020
1
05/05/15 20:33
365.1 Phosphorus, Total
Analytical Method: EPA 365.1
-
Phosphorus -
20.1 mg/L
0.25
5
05/15/15 12:05
7723-14-0
420.4 Phenolics, Total
Analytical Method: EPA 420.4
Phenol
0.054 mg/L
0.010
1
05/06/1517:31
108-95-2
4500 Chloride
Analytical Method: SM 4500-CI-E
Chloride
47.7 mg/L
5.0
5
05/09/15 03:00
16887-00-6
5220D COD
Analytical Method: SM 5220D
Chemical Oxygen Demand
2650 mg/L
100
4
05/06/15 09:40
5310B TOC
Analytical Method: SM 5310B
Total Organic Carbon
167 mg/L
5.0
5
05/07/1511:29
7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full.
Date: 05/19/2015 04:55 PM without the written consent of Pace Analytical Services, Inc.. Page 6 of 27

aceAnalWcale
eam,paceLftroar
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Lagoon Permit Renewal 5/4
Pace Project No.: 92248078
QC Batch: MPRP/18417
Analysis Method: EPA200.7
QC Balch Method: EPA 200.7
Analysis Description: 200.7 MET
Associated Lab Samples: 92248078001
METHOD BLANK: 1451152
Matrix: Water
Associated Lab Samples: 92248078001
Blank
Reporting
Parameter Units
Result
Limit
Analyzed Qualifiers
Calcium ug/L
ND 100
05/07/15 20:25
Magnesium ug/L
ND 100
05107/1520:25
Sodium ug/L
ND 5000
05/0711520:25
LABORATORY CONTROL SAMPLE: 1451153
Spike
LIDS
LCS % Rec
Parameter Units
Conc.
Result
%Rec Limits Qualifiers
Calcium ug/L
5000
4590
92 85-115
Magnesium ug/L
5000
4590
92 85-115
Sodium ug/L
5000
4600J
92 85-115
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1451154
1451155
MS
MSD
92248338004
Spike
Spike MS
MSD MS MSD
% Rec
Parameter Units Result
Conc.
Conc. Result
Result %Rec %Rec
Limits
RPD Qual
Calcium ug/L 30800
5000
5000 34000
35300 64 90
70-130
4 M1
Magnesium ug/L 8920
5000
5000 13000
13600 81 94
70-130
5
Sodium ug/L 131000
5000
5000 132000
136000 8 100
70-130
3 M1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1451156
1451157
-
MS
MSD
92248020001.
Spike
Spike MS
MSD MS MSD
%Rec
Parameter Units Result
Conc.
Conc. Result
Result %Rec %Rec
Limits
RPD Qual
Calcium ug/L 7.3
5000
5000 11800
12000 89 94
70-130
2
mg/L
Magnesium ug/L 0.72
5000
5000 5190
5230 89 90
70-130
1
mg/L
Sodium ug/L 5280
5000
5000 9920
10100 93 96
70-130
2
Results presented an this page are In the units Indicated by Me'nnus' column except where an alternate unit Is presented to the right of the result
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2015 04:55 PM without the written consent of Para Analytical Services, Inc..
Page 7 of 27

aceAnalytfcal
wanupacamsmm
QUALITY CONTROL DATA
Project: Lagoon Permit Renewal 5/4
Pace Project No.: 92248078
QC Balch: MSV/31710
QC Batch Method: EPA 8260
Associated Lab Samples: 92248078001
Analysis Method:
Analysis Description:
EPA 8260
8260 MSV
METHOD BLANK: 1461894
Matrix: Water
Associated Lab Samples: 92248078001
'
Blank Reporting
Parameter
Units
Result Limit
Analyzed
1,1,1,2-Tetrachloroethane
ug/L
NO
5.0
0511811513:55
1,1,1-Trichloroethane
ug/L
NO
5.0
05/18/15 13:55
1,1,2,2-Tetmchloroethane
ug/L
NO
5.0
05118/1513:55
1,1,2-Trichloroethane
ug/L
NO
5.0
05/18/1513:55
1,1-Dichloroethane
ug/L
NO
5.0
05/18/15 13:55
1,1-Dichloroethene
ug/L
NO
5.0
05118/1513:55
1,1-Dichloropropene
ug/L
NO
5.0
05/18/15 13:55
1,2,3-Trichlorobenzene
ug/L
NO
5.0
05/18/15 13:55
1,2,3-Trichloropropane
ug/L
NO
5.0
05/18/15 13:55
_
1,2,4-Tichlorobenzene
ug/L
NO
5.0
05/18115 13:55
1,2,4-Tdmethylbenzene
ug/L
NO
5.0
05/18/15 13:55
1,2-Dibromo-3-chloropropane
ug/L
NO
2.0
05/18/1513:55
1,2-Dibromoelhane (EDB)
ug/L
NO
5.0
05/18115 13:55
1,2-Dichlorobenzene
ug/L
NO
5.0
05/18115 13:55
1,2-Dichloroethane
ug/L
NO
5.0
05/18115 13:55
1,2-Dichloroethene (Total)
ug/L
NO
5.0
05/18115 13:55
1,2-Dichloropropane
ug/L
NO
5.0
05/18115 13:55
1,3,5-Trimelhylbenzene
ug/L
NO
5.0
05/18/15 13:55
1,3-Dichlorobenzene
ug/L
NO
5.0
05/18115 13:55
1,3-Dichloropropane
ug/L
NO
5.0
05/18115 13:55
1,4-Dichlorobenzene
ug/L
NO
5.0
05/18/15 13:55
2,2-Dichloropropane
- ug/L
- NO
5.0
05/18/15 13:55
2-Butanone (MEK)
ug/L
NO
10.0
05/18/15 13:55
2-Chlorotoluene
ug/L
NO
5.0
05/18115 13:55
2-Hexanone
ug/L
NO
10.0
05/18/15 13:55
4-Chlorotoluene
ug/L
NO
5.0
05/18/1513:55
4-Methyl-2-pentanone (MIRK)
ug/L
NO
10.0
05/18/15 13:55
Acetone
ug/L
NO
25.0
05118/1513:55
Benzene
ug/L
NO
5.0
05/18/15 13:55
Bromobenzene
ug/L
NO
5.0
05/18/15 13:55
Bromochloromethane
ug/L
NO
5.0
05/18115 13:55
Bromodichloromethane
ug/L
NO
5.0
05/18115 13:55
Bromofor n
ug/L
NO
5.0
05/18/15 13:55
Bromomethane
ug/L
NO
10.0
05/18115 13:55
Carbon tetrachloride
ug/L
NO
5.0
05/18/15 13:55
Chlorobenzene
ug/L
NO
5.0
05/18/15 13:55
Chloroelhane
ug/L
NO
10.0
05/18115 13:55
Chloroform
ug/L
NO
5.0
0511811513:55
Chloromethane
ug/L
NO
5.0
05/18115 13:55
cis-1,2-Dichloroethene
ug/L
NO
5.0
05/18115 13:55
cis-1,3-Dichloropropene
ug/L
NO
5.0
05/18/15 13:55
Qualifiers
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Results presented on this page are In the units Indicated by the "Units" column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2015 04:55 PM without the written consent of Pace Analytical Services, Inc.. Page 8 of 27

aceAnaVical
wnvtpxeUisrmrst
QUALITY CONTROL DATA
Project: Lagoon Permit Renewal 5/4
Pace Project No.: 92248078
METHOD BLANK: 1461894
Associated Lab Samples: 92248078001
Parameter _
Units
Matrix: Water
Blank Reporting
Result Limit
Analyzed
Dibromochloromethane
ug/L
ND
5.0
05/1811513:55
Dibromomethane
ug/L
NO
5.0
05/1811513:55
Dichlorodifluoromethane
ug/L
NO
5.0
05/18/15 13:55
Diisopropyl ether
ug/L
NO
5.0
05/18/15 13:55
Ethylbenzene
uglL
NO
5.0
05/18/15 13:55
Hexachloro-1,3-butadiene
ug/L
NO
5.0
0511811513:55
Isopropylbenzene (Cumene)
ug/L
NO
5.0
05/18/15 13:55
m&p-Xylene
ug/L
NO
10.0
05/18/15 13:55
Methyl-tert-butyl ether
ug/L
NO
5.0
05/18/15 13:55
Methylene Chloride
ug/L
NO
5.0
05118/15 13:55
n-Butylbenzene
ug/L
NO
5.0
05/18/15 13:55
n-Propylbenzene
ug/L
ND
5.0
05118/15 13:55
Naphthalene
ug/L
ND
5.0
05118/15 13:55
o-Xylene
ug/L
ND
5.0
0511811513:55
p-Isopropylloluene
ug/L
ND
5.0
0511811513:55
seo-Butylbenzene
ug/L
ND
5.0
05/18/15 13:55
Styrene
ug/L
ND
5.0
0511811513:55
lert-Butyl Alcohol
ug/L
NO
100
05/18/15'13:55
tert-Butylbenzene
ug/L
NO
5.0
05/18/15 13:55
Tetrachloroelhene
ug/L
NO
5.0
05/1811513:55
Toluene
ug/L
NO
5.0
05/18115 13:55
trans-1,2-Dichloroethene
ug/L
NO
5.0
05/1811513:55
trans-1,3-Dichloropropene
ug/L
NO
5.0
05/18/15 13:55
Trichloroethene
ug/L
NO
5.0
05/18/15 13:55
Trichlorofluoromethane
ug/L
NO
10.0
05/18/15 13:55
Vinyl acetate
ug/L
NO
10.0
05/18/15 13:55
Vinyl chloride
ug/L
NO
5.0
05118/15 13:55
1,2-Dichloroethane-d4 (S)
%
100
70-130
05/18/15 13:55
4-Bromofluorobenzene(S)
%
91
70-130
05118/15 13:55
Toluene-d8 (S)
%
99
70-130
05/18/15 13:55
Qualifiers
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE:
1461895
Spike
LIDS
LCS
% Rec
Parameter
Units
Conc.
Result
%Rec
Limits Qualifiers
1,1,1,2-Tetrachloroetharie- -
ug/L
50
56.0
112
80-125
1,1,1-Trichloroethane
ug/L
50
56.0
112
71-129
1,1,2,2-Tetrachloroethane
ug/L
50
53.7
107
79-124
1,1,2-Trichloroethane
ug/L
50
56.2
112
85-125
1,1-Dichloroethane
ug/L
50
54.5
109
73-126
1,1-Dich1oroethene
ug/L
50
57.0
114
66-135
1,1-Dichloropropene
ug/L
50
63.7
127
74-135
1,2,3-Trichlorobenzene
ug/L
50
57.3
115
73-135
1,2,3-Trichloropropane
ug/L
50
56.2
112
75-130
1,2,4-Trich1orobenzene
ug/L
50
57.9
116
75-134
Results presented on this page are In the units Indicated by the 'Units' column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Dale: 05/19/2015 04:55 PM without the written consent of Pace Analytical Services, Inc.. Page 9 of 27

Pace Analytical Services, Inc.
acm/� .,^I ® 2225 Riverside Dr.
nalXical Asheville, NC 28804
WWKpaWgb&e0r11 [phone]
QUALITY CONTROL DATA
Project: Lagoon Permit Renewal 514
Pace Project No.: 92248078
LABORATORY CONTROL SAMPLE:
1461895
Spike
LCS
LCS
% Rae
Parameter
Units
Conc.
Result
%Rec
Limits Qualifiers
1,2,4-Tdmethylbenzene
ug/L
50
56.0
112
79-125
1,2-Dibromo-3-chloropropane
ug/L
50
58.0
116
71-133
1,2-Dibromoethane (EDB)
ug/L
50
55.9
112
83-124
1,2-Dichlorobenzene
ug/L
50
53.9
108
80-133
1,2-Dichloroethane
ug/L
50
56.6
113
67-128
1,2-Dichloroethene (Total)
ug/L
100
113
113
73-128
1,2-Dichloropropane
ug/L
50
57.1
114
75-132
1,3,5-Trimethylbenzene
ug/L
50
54.9
110
79-123
1,3-Dichlorobenzene
ug/L
50
53.8
108
77-130
1,3-Dichloropropane
ug/L
50
55.2,
110
76-131
1,4-Dichlorobenzene
ug/L
50
54.9
110
78-130
2,2-Dichloropropane
ug/L
50
58.5
117
40-160
2-Butanone (MEK)
ug/L
100
107
107
61-144
2-Chlorotcluene
ug/L
50
55.8
112
74-132
2-Hexanone
ug/L
100
108
108
68-143
4-Chlorololuene
ug/L
50
54.4
109
76-133
4-Methyl-2-pentanone (MIBK)
ug/L
100
110
110
72-135
Acetone
ug/L
100
105
105
48-146
Benzene
ug/L
50
54.5
109
80-125
Bromobenzene
ug/L
50
54.8
110
75-125
Bromochloromethane
ug/L
50
51.5
103
71-125
Bromodichloromelhane
ug/L
50
51.9
104
78-124
Bromoform
ug/L
50
53.4
107
71-128
Bromomethane
ug/L
50
43.1
86
40-160
Carbon tetrachloride
ug/L
50
56.6
113
69-131
Chlorobenzene
ug/L
50
53.9
108
81-122
Chloroethane
ug/L
50
44.5
89
39-148
Chloroform
ug/L
50
49.1
98
73-127
Chloromethane
ug/L
50
50.9
102
44-146
cis-1,2-Dichloroethene
ug/L
50
56.7
113
74-124
cis-1,3-Dichloropropene
ug/L
50
57.9
116
72-132
Dibromochloromethane
ug/L
50
53.3
107
78-125
Dibromomethane
ug/L
50
55.0
110
82-120
Dichlorodi8uoromethane
ug/L
50
55.2
110
34-157 -
Diisopropylelher
ug/L
50
55.0
110
69-135
Ethylbenzene
ug/L
50
54.1
108
79-121
Hexachloro-1,3-butadiene
ug[L
50
62.2
124
72-131
Isopropylbenzene (Cumene)
ug/L
50
57.1
114
81-132
m&p-Xylene
ug/L
100
107
107
81-124 .
Methyl-tert-butyl ether
ug/L
50
53.9
108
74-131
Methylene Chloride
ug/L
50
54.2
108
64-133
n-Butylbenzene
ug/L
50
58.0
116
78-127 ,.
n-Propylbenzene
ug/L
50
54.2
108
78-130
Naphthalene
ug/L
50
66.9
114
73-133
o-Xylene
ug/L
50
53.0
106
79-131
p-Isopropyltoluene
ug/L
50
54.5
109
80-131
sec-Butylbenzene
ug/L
50
58.7
117
80-133
Results presented on Nis page are In the units
indicated by Inc'Ilnim' column except
where an alternate unit
is presented to the right of line result -
1 [14*010I[+12 Wet Z@7MINto] AW-11.1a1WM &I
This report shall not be reproduced, except in full,
Date: 05/19/2015 04:55 PM without the written consent of Pace Analytical Services, Inc.. Page 10 of 27

ac6Aaalyiical
��
Project: Lagoon Permit Renewal 514
Pace Project No.: 92248078
LABORATORY CONTROL SAMPLE: 1461895
Parameter
Styrene
tert-Butyl Alcohol
lert-Butylbenzene
Tetrachloroethene
Toluene
trans-1,2-Dichloroethene
trans-1,3-Dichloropropene
Tichloroethene
Trichlorofluoromethane
Vinyl acetate
Vinyl chloride
1,2-Dichloroethane-d4 (S)
4-Bromofluorobenzene (S)
Toluene-d8 (S)
QUALITY CONTROL DATA
Spike
LCS
LCS
% Rec
Units
Conc.
Result
%Rec
Limits
ug/L
50
53.5
107
84-126
ug/L
500
533
107
36-136
ug/L
So
48.7
97
77-133
ug/L
50
54.2
108
78-122
ug/L
50
53.8
108
80-121
ug/L
50
56.0
112
71-127
ug/L
50
57.5
115
69-141
ug/L
50
52.6
105
78-122
ug/L
50
45.7
91
53-137
ug/L
100
108
108
40-160
ug/L
50
52.2
104
58-137
%
102
70-130
%
100
70-130
%
101
70-130
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Qualifiers
Results presented on this page are in the units indicated by Me'Unllz' column except where an alternate unit Is presented to the right or the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2015 04:55 PM without the written consent of Pace Analytical Services, Inc..
Page 11 of 27

aceAnalXical
Pace Analytical services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Project: � Lagoon Permit Renewal 514
Pace Project No.: 92248078
QC Batch: WET/37247 Analysis Method: SM 2540C
QC Balch Method: SM 2540C Analysis Description: 2540C Total Dissolved Solids
Associated Lab Samples: 92248078001
METHOD BLANK 1450514
Associated Lab Samples: 92248078001
Parameter
Units
Total Dissolved Solids
mg/L
LABORATORY CONTROL SAMPLE: 1450515
Parameter
Units
Total Dissolved Solids
mg/L
SAMPLE DUPLICATE: 1450516
Parameter
Units
Total Dissolved Solids
mg/L
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
ND 25.0 05/0511515:34
Spike LCS LCS % Rao
Conc. Result % Rec Limits Qualifiers
250 232 93 90-110
92248133001 Dup
Result Result RPD Qualifiers -
107 102 5
Results presented on this page are In the units Indicated by the 'Units' column except where an aitemate unit Is presented to the right of the result
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/191201504:55 PM without the written consent of Pace Analytical Services, Inc.. Page 12 of 27

aceAna Wcal
Project: Lagoon Permit Renewal 514
Pace Project No.: 92248078
QC Balch: WET/37249
QC Batch Method: SM 5210B
Associated Lab Samples: 92248078001
METHOD BLANK: 1450603
Associated Lab Samples: 92248078001
Parameter Units
BOD, 5 day mg/ -
QUALITY CONTROL DATA
Analysis Method: SM 5210B
Analysis Description: 5210B BOD, 5 day
Matrix: Water
Blank Reporting
Result Limit Analyzed
ND 2.0 05110/1514:25
LABORATORY CONTROL SAMPLE: 1450604
Spike LCS
Parameter Units Conc. Result
BOD, 5 day mg/L 198 166
SAMPLE DUPLICATE: 1450605
92248146001 Dup
Parameter Units Result Result
BOD, 5 day mg/L 209 176
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Qualifiers
LCS % Rec
%Rec Limits Qualifiers
84 84.6-115.4 LO
RPD Qualifiers
17 D6
Results presented on Nis page are in Our units indicated by are 'Units' column except where an altemate unit Is presented to the right of the result
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2015 04:55 PM without the written consent of Pace Analytical Services, Inc.. Page 13 of 27

aceAnalWcal e
pw'+Oa�cem
QUALITY CONTROL DATA
Project: Lagoon Permit Renewal 514
Pace Project No.: 92248078
QC Batch: WET/37299 Analysis Method: EPA 9040
QC Balch Method: EPA 904.0 Analysis Description: 9040 pH
Associated Lab Samples: 92248078001
SAMPLE DUPLICATE: 1452556
Parameter
pH
SAMPLE DUPLICATE: 1452557
Parameter
pH
92243539001 Dup
Units Result Result RPD Qualifiers
Std. Units 3.4 - 3.6 4 D6,H6
92248017001 Dup
Units Result Result
Std. Units 6.3 6.3
RPD Qualifiers
1 H6
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Results presented an this page are In Me units Indicated by Me mUnits' column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full.
Date: 05/19/2015 04:55 PM without the written consent of Pace Analytical Services, Inc.. Page 14 of 27

a0kdyfical e
QUALITY CONTROL DATA
Project: Lagoon Permit Renewal 514
Pace Project No.: 92248078
QC Batch: WET137222 Analysis Method: Colilert-18
QC Batch Method: Colilert-18 Analysis Description: Colilert-18 Fecal Coliform -AVL
Associated Lab Samples: 92248078001
SAMPLE DUPLICATE: 1449633
Parameter Units
Fecal Coliforms MPN/100ml-
92248078001 Dup
Result Result RPD Qualifiers
2420 2420 0 H3,u2
n
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Results presented on this page are in the units Indicated by the "Units' column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2015 04:55 PM without the written consent of Pace Analytical Services, Inc..
Page 15 of 27

MAnaljftal
wnvrPwalabscmn
QUALITY CONTROL DATA
Pace Analytical services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project:
Lagoon Permit Renewal 5/4
Pace Project No.:
92248078
QC Balch:
WETA122806 Analysis Method: EPA 350.1
QC Batch Method:
EPA 350.1 Analysis Description:, 350.1 Ammonia
Associated Lab Samples:
92248078001
METHOD BLANK: 1450080 _ Matrix: Water
Associated Lab Samples: 92248078001
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Nitrogen, Ammonia mg/L NO 0.10 0510511514:35
LABORATORY CONTROL SAMPLE: 1460081
Spike LCS LCS % Rec
Parameter Units Conc. Result %Rec Limits Qualifiers
Nitrogen, Ammonia mg/L 5 5.0 99 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1450082
1450083
MS
MSD
92248141001 Spike
Spike
MS
MSD MS MSD %Rec
Parameter Units Result Conc.
Conc.
Result
Result % Rec % Rec Limits RPD Qual
Nitrogen, Ammonia mg/L 20.8 5
5
26.1
25.5 108 95 90-110 2
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1450084 1450085
MS MSD
92248005002 Spike Spike MS MSD MS MSD %Rec
Parameter Units Result Conc. Conc. Result Result %Rec %Rec Limits RPD Qual
Nitrogen, Ammonia mg/L 20.4 5 5 25.6 25.7 105 106 90-110 0
Results presented on this page are In the units Indicated by the'Un1W column except where an alternate unit Is presented to the right of the result
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Dale: 05119/201504:55 PM without the written consent of Pace Analytical Services, Inc..
Page 16 of 27

MAIMIACafe
m+vrfew4Vscom
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project:
Lagoon Permit Renewal 5/4
Pace Project No.:
92248078
QC Batch:
WETA122882 Analysis Method: EPA 351.2
QC Batch Method:
EPA 351.2 Analysis Description: 351.2 TKN
Associated Lab Samples:
92248078001
METHOD BLANK: 1455896
Associated Lab Samples: 92248078001
Parameter Units
Nitrogen, Kjeldahl, Total mg/L
LABORATORY CONTROL SAMPLE: 1455897
Parameter Units
Nitrogen, Kjeldahl, Total mg/L
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
ND 0.50 05/1211515:46
Spike LCS
Conc. Result
10 9.9
LCS % Rao
% Rec Limits Qualifiers
99 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1455898 " 1455899
MS MSD
92248333003 Spike Spike MS MSD MS MSD %Rec
Parameter Units_ Result Conc. Conc. Result , Result %Rec %Rec Limits RPD Qual
Nitrogen, Kjeldahl, Total mg/L 2.5 10 "10 12.9 12.7 104 102 90-110 1
Results presented on this page are in the units Indicated by the 'Units' column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2015 04:55 PM without the written consent of Pace Analytical Services, Inc..
Page 17 of 27

aceAnaly ical
wmrrPRoplabs cam
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Lagoon Permit Renewal 5/4
Pace Project No.: 92248078
QC Batch: WETA/22815
Analysis Method: EPA 353.2
-
QC Batch Method: EPA 353.2
Analysis Description: 353.2
Nitrate +Nitrite, Unpres.
Associated Lab Samples: 92248078001
METHOD BLANK: 1450936
Matrix: Water
Associated Lab Samples: 92248078001
1
Blank
Reporting
Parameter Units
Result
Limit
Analyzed Qualifiers
Nitrogen, Nitrate mg/L
NO 0.020
05/05/15 20:09
Nitrogen, Nitrite mg/L
NO 0.020
05/05/15 20:09
Nitrogen, NO2 plus NO3 mg/L
NO 0.020
05/05/15 20:09
LABORATORY CONTROL SAMPLE: 1450937
Spike
LCS
LCS % Rec
Parameter Units
Conc.
Result
% Rec Limits Qualifiers
Nitrogen, Nitrate mg/L
2.5
2.6
103 90-110
Nitrogen, Nitrite mg/L
1
1.0
100 90-110
Nitrogen, NO2 plus NO3 mg/L
2.5
2.6
103 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1450938
1450939
MS
MSD
92248109001
Spike
Spike MS
MSD MS MSD
- %Rec
Parameter Units Result
Conc.
Conc. Result
Result %Rec %Rec
Limits
RPD Dust
Nitrogen, Nitrate mg/L ND
2.5
2.5 2.6
2.6 104 105
90-110
0
Nitrogen, Nitrite mg/L ND
1
1 1.0
1.0 102 102
90-110
1
Nitrogen, NO2 plus NO3 mg/L ND
2.5
2.5 2.6
2.6 104 105
90-110
- 0
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1450940
1450941
MS
MSD
M48020001
Spike
Spike MS
MSD MS MSD
%Rec
Parameter Units Result
Conc.
Conc. Result
Result % Rec % Rec
Limits
RPD Qual
Nitrogen, Nitrate mg/L 0.23
2.5
2.5 2.8
2.8 101 101
90-110
0
Nitrogen, Nitrite mg/L NO
1
1 1.0
1.0 99 100
90-110
2
Nitrogen, NO2 plus NO3 mg/L 0.23
2.5
2.5 2.8
2.8 101 101
90-110
0
Results presented on this page are In the units Indicated by the'nnits' column exceptwhere an alternate unit Is presented to the right of the result
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/191201504:55 PM without the written consent of Pace Analytical Services, Inc..
Page 18 of 27

aceAnaocal
wnwOatelaBsoom
Project: Lagoon Permit Renewal 514
Pace Project No.: 92248078
QC Batch: WETA122921
QC Batch Method: EPA 365.1
Associated Lab Samples: 92248078001
METHOD BLANK: 1458696
Associated Lab Samples: 92248078001
Parameter
Phosphorus
QUALITY CONTROL DATA
Analysis Method: EPA 365.1
Analysis Description: 365.1 Phosphorus, Total
Matrix: Water
Blank Reporting
Units Result Limit Analyzed Qualifiers
mg/L ND 0.050 05/15/15 11:03
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE: 1458697
Spike LCS LCS % Rao
Parameter Units Conc. Result %Rec Limits Qualifiers
Phosphorus mg/L 2.5 2.6 104 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1458700
1458701
MS
MSD
92248912001 Spike
Spike
MS
MSD MS MSD %Rec
Parameter Units Result Conc.
Conc.
Result
Result %Rec %Rec Limits RPD Qual
Phosphorus mg/L 0.083 12.5
12.5
12.7
12.6 101 100 90-110 0
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1460327 1460328
MS MSD
92249524001 Spike Spike MS MSD MS MSD %Rec
Parameter Units Result Conc. Conc. Result .Result %Rec %Rec Limits RPD Qual
Phosphorus mg/L 1.7 12.5 12.5 14.5 14.3 102 101 90-110 1
Results presented on this page are in Me units Indicated by the'UnIW column except where an alternate unit Is presented to the right of the result
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2015 04:55 PM without the written consent of Pace Analytical Services, Inc..
Page 19 of 27

aceAnalXical®
tmwpace4ftocrn
QUALITY CONTROL DATA
Pace Analytical services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project:
Lagoon Permit Renewal 5/4
Pace Project No.:
92248078
QC Batch:
WETA122818 Analysis Method: EPA420A
QC Balch Method:
EPA420.4 Analysis Description: 420.4 Phenolics
Associated Lab Samples:
92248078001
METHOD BLANK: 1451079
Associated Lab Samples: 92248078001
Parameter Units
Phenol mg/L
LABORATORY CONTROL SAMPLE: 1451080
' Parameter Units
Phenol mg/L
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
ND 0.010 05106/1517:13
Spike LCS LCS % Rec
Conc. Result % Rec Limits Qualifiers
.05 0.049 98 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1451081
1451082
MS
MSD
92246659002 Spike
Spike
MS MSD MS
MSD %Rec
Parameter Units Result Conc.
Conc.
Result Result %Rec
%Rec Limits RPD Qual
Phenol mg/L 0.013 .05
.05
0.059 0.059 91
92 90-110 1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1451083 1451084
MS MSD
92246686001 Spike Spike MS MSD MS MSD %Rec
Parameter Units Result Conc. Cones Result Result %Rec %Rec Limits RPD Qual
Phenol mg/L 0.33 .05 .05 0.34 0.34 22 19 90-110 0 M1
Results presented on this page are In the units Indicated by the 'Units' column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2015 04:55 PM without the written consent of Pace Analytical Services, Inc..
Page 20 of 27

aceAnaVicale
arreepacelebscam
QUALITY CONTROL DATA
Project: Lagoon Permit Renewal 5/4
Pace Project No.: 92248078
QC Batch: WETA/22859 Analysis Method: SM 4500-CI-E
QC Batch Method: SM 4500-CI-E Analysis Description: ' 4500 Chloride
Associated Lab Samples: 92248078001
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
METHOD BLANK: 1454061
Matrix: Water
Associated Lab Samples: 92248078001
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed Qualifiers -
Chloride
mg/L
ND 1.0
05/0911501:50
LABORATORY CONTROL SAMPLE:
1454062
Spike
LCS
LCS % Rao
Parameter
Units
Conc.
Result
%Rec Limits Qualifiers
Chloride
mg/L
20
20.2
101 - 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1454063 1454064
MS MSD
92248832016 Spike Spike MS MSD MS MSD %Rec
Parameter Units Result Conc. Conc. Result Result %Rec %Rec Limits RPD Qual
Chloride mg/L '4:4 20 20 24.4 24.3 100 99 90-110 1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1454065 1454066
MS MSD
92248369001 Spike Spike MS MSD MS MSD %Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rao Limits RPD Qual
Chloride mg/L 17.8 20 20 36.8 36.7 95 94 90-110 0
Results presented on this page are In the units indicated by the 'Units' column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2015 04:55 PM without the written consent of Pace Analytical Services, Inc..
Page 21 of 27 1

ace
Analy6cal ®
—mn
QUALITY CONTROL DATA
Project: Lagoon Permit Renewal 5/4
Pace Project No.: 92248078
QC Batch: WETA/22805 Analysis Method: SM 5220D
QC Batch Method: SM 5220D Analysis Description: 5220D COD
Associated Lab Samples:. 92248078001
METHOD BLANK: 1449916 Matrix: Water
Associated Lab Samples: 92248078001
Parameter Units
Chemical Oxygen Demand -- mg/L
Blank Reporting
Result Limit Analyzed Qualifiers
NO 25.0 05106/1509:40
Pace Analytical services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE:
1449917
Spike
LCS LCS % Rec
Parameter
Units
Conc.
Result %Rec Limits Qualifiers
Chemical Oxygen Demand
mg/L
750
767 102 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1449918 1449919
MS MSD
- 92247646002 Spike Spike MS MSD MS MSD %Rec
Parameter Units- Result Conc. Conc. Result Result % Rec %Rec Limits RPD Dust
Chemical Oxygen Demand mg/L 3640 6000 6000 6920 6920 55 55 90-110 0 M6
Results presented on this page are In the units Indicated by the "Units' column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 05/19/2015 04:55 PM without the written consent of Pace Analytical Services, Inc..
Page 22 of 27

aceAnaljftal o
��
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Lagoon Permit Renewal 614
Pace Project No.: 92248078
QC Batch: WETA122827
Analysis Method: SM 5310B
QC Batch Method: SM 5310B
Analysis Description: 531OB TOC
Associated Lab Samples: 92248078001
METHOD BLANK: 1451667
Matrix: Water
Associated Lab Samples: 92248078001
Blank
Reporting
Parameter Units
Result
Limit
Analyzed
Qualifiers
Total Organic Carbon mg/L
NO 1.0
05/06/15 17:49.
LABORATORY CONTROL SAMPLE: 1451668
Spike
LIDS
LCS % Rec
Parameter Units
Conc.
Result.
%Rec _ Limits
Qualifiers
Total Organic Carbon mg/L
25
24.0
96 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1451669
1451670
MS
MSD
92247996001
Spike
Spike MS
MSD MS
MSD
%Rec
Parameter Units Result
Conc.
Conc. Result
Result % Rec
% Rec
Limits RPD Qual
Total Organic Carbon mg/L 364
25
25 359
357 -18
-27
90-110 1 M6 -
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1451671
1451672
_
MS
MSD
92248369001
Spike
Spike MS
MSD MS
MSD
%Rec
Parameter Units Result
Conc.
Conc. Result
Result %Rec
%-Rec
Limits RPD Qual
Total Organic Carbon mg/L 10.3
25
25 34.8
35.1 98
99
90-110 1
Results presented on this page are In the units Indicated by the 'Units' column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Dale: 05/19/2015 04:55 PM without the written consent of Pace Analytical Services, Inc..
Page 23 of 27

aceAnalyiica!®
emw.parefaDscan
QUALIFIERS
Project: Lagoon Permit Renewal 5/4
Pace Project No.: 92248078
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
NO -'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.
PQL - Practical Quantitation Limit.
RL - Reporting Limit.
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
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.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether, Styrene, and Vinyl chloride.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis ofAcrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
LABORATORIES
PASI-A Pace Analytical Services -Asheville
PASI-C Pace Analytical Services - Charlotte
ANALYTE QUALIFIERS
D6 The relative percent difference (RPD) between the sample and sample duplicate exceeded laboratory control limits.
H3 Sample was received or analysis requested beyond the recognized method holding time.
H6 Analysis initiated outside of the 15 minute EPA recommended holding time.
LO Analyte recovery in the laboratory control sample (LCS) was outside QC limits.
L2 Analyle recovery in the laboratory control sample (LCS) was below QC limits. Results for this analyte in associated
samples may be biased low.
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
M6 Matrix spike and Matrix spike duplicate recovery not evaluated against control limits due to sample dilution.
u2 Colonies are too numerous to count. Actual result may be greater than reported.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
Date: 05/19/2015 04:55 PM without the written consent of Pace Analytical Services, Inc.. Page 24 of 27

aceAnalytical0
umwAea�labsmm
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project:
Pace Project No.:
Lagoon Permit Renewal 5/4
92248078
Analytical
Lab ID
Sample ID
QC Batch Method
QC Batch
Analytical Method
Batch
92248078001
LAGOON EFFLUENT
FLD/
92248078001
LAGOON EFFLUENT
EPA200.7
MPRP/18417
EPA 200.7
ICP/16531
92248078001
LAGOON EFFLUENT
EPA 8260
MSV/31710
92248078001
LAGOON EFFLUENT
SM 2540C
WET/37247
92248078001
LAGOON EFFLUENT
SM 5210B-
WET/37249
SM 5210B
WET/37253
92248078001
LAGOON EFFLUENT
EPA 9040
WET/37299
92248078001
LAGOON EFFLUENT
Colilert-18
WET/37222
92248078001
LAGOON EFFLUENT
TKN+NO3+NO2
WET/37469
Calculation
92248078001
LAGOON EFFLUENT
EPA 350.1
WETA/22806
92248078001
LAGOON EFFLUENT
EPA351.2
WETA/22882
92248078001
LAGOON EFFLUENT
EPA 353.2
WETA/22815
-
92248078001
LAGOON EFFLUENT
EPA 365.1
WETA/22921
92248078001
LAGOON EFFLUENT
EPA420.4
WETA/22818
92248078001
LAGOON EFFLUENT
SM 4500-CI-E
WETA122859
92248078001
LAGOON EFFLUENT
SM 5220D
WETA122805
-
92248078001
LAGOON EFFLUENT
SM 5310B
WETA122827
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full.
Date: 05/19/2015 04:55 PM without the written consent of Pace Analytical Services, Inc.. Page 25 of 27

Ac Analytical'
www.malluo.m.
CHAIN -OF -CUSTODY / Analytical Request Document
The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
Section - SectionSectionC
of
l
Required Client Informa/tiR redP
Required Project Infamutlom.Invoice Information'- I
ReportTo: Attention:
CamPpriYCL`�/"
945175
'on:
I ^�n�� 1
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Address:. " '
Copy To: _ I
Company Name: _
REGULATORY AGENCY
-
Address:
I- NPDES (- GROUNDWATER ;F-. DRINKING WATER
r UST r RCRA OTHER
Email To:
Purehaso Order No.: -
Pam Duolm
.
R.I..:
Phone:'
Fax:
Protect Namo: ! Q�
Paco Pmlect -
Sl_a Location
[,. p p,✓' 2 SF� /Gan.
Aara'.'
STATE:
Requested Dad DaWITAT:;
Project Number.
Paw PmNott: - -
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Requested
Analysis
Filtered
(Y/N)
Section D Matrix Codes
_
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RoquimMtS*.ttn(omio4M MATRIX r cooe
-
COLLECTED
Preservatives'
'a'
Ddakiig Water DW
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Waste Water WW
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COMPOSITE
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' ADDMONACCOMMENTS
RELINQUISHED BY/
:DATE
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DATE
TIME
SAMPLE CONDRIONS
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NAME AND SIGNATURE _ -'
- ORIGINAL
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PRINT Name of SAMPLER:
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SIGNATURE of SAMPLE . -
DATESigned r(+ (�
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F-ALL-Q-020rev.07, 1: _ 007

Document Name: Sample Condition Upon
Document Revised: June 10, 2614
r ace/inalytical
Receipt SCUR
Page 1 of 2
Document No.:
Issuing Authorities:
F-ASV-CS-003-rev.14
Pace Asheville Quality Office
Client Name: Glom entoa Rns
Courier (Circle): Fed Ex UPS USPS C/lieny Commercial ara POther
Custody Seal on.Cooler/Boa Present: yes 0no eats intact: -yes no
Packing Material: D EMbbl rap-0 Bubble Bags 13 None , Other
Thermometer Used: Gun#3. 3 2 5963 Type of Ice; Wet Blue None []'Samples on Ice, coaling process has begun
IR'Gun #4 SN:140290365 Other.
Temn Correction Factor: Add / Subtract /L,1:1_ C
Corrected Cooler Temp.: C
Biological Tissue Is Frozen: Yes No NIA
Date and Initials of pers- p e amining
L
contents -
Temp should be above freezing to 6°C
Comments:
Chain of Custody Present:
es No
❑NIA
1.
Chain of Custody Filled Out:
P es ONO
ONIA
2.
Chain of Custody Relinquished:
es ❑No
ONrA
3.
Sampler Name & Signature on COG:
C2 aZ ON.
ONIA
4.
Samples Arrived within Hold Time:
es ONO
ONIA
5.
Short Hold Time Analysis (<72hr):
Yes ❑No
ONIA
6. 1 Q()
Rush Turn Around Time Requested:
Dyes - NO
ONIA
7.
Sufficient Volume:
B [IN.
ONIA
8.
Correct Containers Used:
�es
mYe s [IN.
DNIA
9.
-Pace Containers Used:
Cfve ONO
ONIA
Containers Intact:
Yes ONO
ONIA
10.
Filtered volume received for Dissolved: tests
Oyes ❑No
IA
11.
Sample Labels match COG:
Yes No
ONIA
12.
Includes date/time/ID/Analysis Matrix:
��✓
All containers needing preservation have been checked. -
D es ONO
ONIA
13.
All containers needing preservation are found to-be.In
-Yes ON
ONIA
compliance with EPA recommendation.
exception : VOA cdiform, Too. O&G, WI-DRO (water)
J/
�11'e toNo
Samples checked for dechlorination:
Yes ❑N
ONIA
14.
Headspaos in VOA Vials (>Smm):
Oyes
fA
15.
Trip Blank Present:
Dyes N
❑ WA
16,
Trip Blank Custody Seals Present
Oyes No
❑NIA
Pace Trip Blank Lot # (if purchased):
Client Notification/ Resolution:
Person Contacted: 'Date/Time:
Comments/ Resolution:
SCURF Review:. // Date: $ .1r
SRF Review: l� Date: S_is
Note: Whenever there is a discrepancy affecting o h 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)
Field Data Required? Y I N
WO#:92248078
119119111111111111 I III
92248078
Page 27 of 27

Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
(821 T6
April 13, 2015
Tracy Wolfe
Clement Pappas
125 Industrial Park Rd
Hendersonville. NC 28792
RE: Project: Monthly 4/1
Pace Project No.: 92243591
Dear Tracy Wolfe:
Enclosed are the analytical results for sample(s) received by the laboratory on April 01, 2015. 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,
Chris Derouen
[e-mail]
Project Manager
Enclosures
cc: Mr. Blake Kehoe, Clement Pappas
Accounts Payable, Clement Pappas
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in lull,
without the written consent of Pace Analytical Services, Inc..
Page 1 of 23

W
etRPetetrteoom
Project: Monthly 411
Pace Project No.: 92243591
Charlotte Certification IDs
9800 Kincey Ave. Ste 100, Huntersvilfe, NC 28078
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification if: 12
South Carolina Certification #: 99006001
Asheville Certification IDs
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648
Massachusetts Certification #: M-NC030
North Carolina Drinking Water Certification #: 37712
CERTIFICATIONS
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
West Virginia Certification #: 357
Virginia/VELAP Certification #: 460221
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001
West Virginia Certificafion #: 356
Virginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This repon shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Page 2 of 23

aceAnalyticalo
wvrwpamlffismm
SAMPLE ANALYTE COUNT
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project:
Pace Project No.:
Monthly 411
92243591
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
92243591001
WW2
EPA 200.7
JMW
11
PASI-A
EPA 245.1
HVK
1
PASI-A
SM 2540D
. WRC
1
PASI-A
SM 5210B
TEP
1
PASI-A
SM 5210B
ERK
1
PASI-A
SM 9222D
MLS
1
PASI-A
' TKN+NO3+NO2 Calculation
EWS
1
PASI-A
EPA 350.1
SER
- 1
PASI-A
EPA 351.2
JDA
1
PASI-A
EPA 353.2
DMN
1
PASI-A
EPA 365.1
SER
1
PASI-A
SM 4500-CN-E
JDA
1
PASI-A
SM 4500-P E
MAB
1
PASI-A
SM 5220D
MAB
1
PASI-A
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
Without the written consent of PaceAnalytical Services, Inc.. Page 3 of 23

Pace Analytical Services, Inc.
5MAnaocal a 2225 Riverside Dr.
Asheville, NC 2880404
0371 [phone]
ANALYTICAL RESULTS
Project: Monthly 4/1
Pace Project No.: 92243591
Sample: WW2 Lab ID: 92243591001 Collected: 04101/1511:30 Received: 04/01/1514:57 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
Field Data
Analytical Method:
Collected By
Mark
1
04/12115 22:59
Swann
Collected Date
411115
1
04/12/15 22:59
Collected Time
11:30
1
04/12M 5 22:59
Field pH
8.2 Std. Units
0.10
1
04/12/15 22:59
Field Temperature
11.6 deg
0.50
1
0411211522:59
Field Specific Conductance
3226 umhos/cm
1.0
1
0411211522:59
Oxygen, Dissolved
5.7 mg/L
1
04/1211522:59 7782-44-7
200.7 MET ICP
Analytical Method: EPA 200.7 Preparation Method: EPA 200.7
Cadmium
NO ug/L
1.0
1
04/02/1511:10
0410211522:44 7440-43-9
Calcium
9700 ug/L
100
1
04/02/15 11:10
04/02/15 22:44 7440-70-2
Chromium
64.3 ug/L
5.0
1
04/02/1511:10
04/03/1516:38 7440-47-3
Copper
276 ug/L
5.0
1
04/02/15 11:10
04/02/15 22:44 7440-50-8
Lead
27.7 ug/L
5.0
1
04102/1511:10
04102/1522:44 7439-92-1
Magnesium
121000 ug/L
1000
10
0410211511:10
0410311516:48 7439-95-4
Nickel
34.6 ug/L
5.0
1
04/02/15 11:10
04/02/15 22:44 7440-02-0
Selenium
16.3 ug/L
10.0
1
0410211511:10
04/02/1522:44 7782-49-2
Silver
NO ug/L
5.0
1
0410211511:10
04/02115 22:44 7440-22-4
Sodium
93900 ug/L
5000
1
04/02/15 11:10
04/02115 22:44 7440-23-5
Zinc
584 ug/L
10.0
1
04/02/15 11:10
04/02/15 22:44 7440-66-6
245.1 Mercury
Analytical Method: EPA 245.1 Preparation Method: EPA 245.1
Mercury
NO ug/L
0.20
1
04/02115 13:45
04/03/15 1148 7439-97-6
M1
2540D Total Suspended Solids
Analytical Method: SM 2540D
Total Suspended Solids
3970 mg/L
833
1
04/06/15 18:54
5210B SOD, 5 day
Analytical Method: SM 5210B
SOD, 5 day
489 mg/L
2.0
1
04/01/15 20:40
04/06/15 16:00
5210E BOD, Soluble
Analytical Method: SM 5210B
Soluble BOD,5 day
588 mg/L
2.0
1
04/02/15 19:12
04/07/15 19:00
L2
MBIO 9222D Fecal Coliform AVL
Analytical Method: SM 9222D
Fecal Coliforms
120000 CFU/100 mL
1.0
1
04/01115 16:55
u2
Total Nitrogen Calculation
Analytical Method: TKN+NO3+NO2 Calculation
Total Nitrogen
279 mg/L
0.12
1
04/13/15 16:20
350.1 Ammonia
Analytical Method: EPA 350.1
-
Nitrogen, Ammonia
6.2 mg/L
0.10
1
04/01/1522:59 7664-41-7
Mt
351.2 Total Kjeldahl Nitrogen
Analytical Method: EPA 351.2
Nitrogen, Kjeldahl, Total
278 mg/L
10.0
20
04/11/15 14:54 7727-37-9
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2015 04:21 PM without the written consent of Pace Analytical Services, Inc.. Page 4 of 23

( Pace Analytical Services, Inc.
® 2225 Riverside Dr.
aceAnalwal Asheville, NC 28804
wnaPocawsoom [phone]
ANALYTICAL RESULTS
Project: Monthly 4/1
Pace Project No.: 92243591
-
Sample: WW2
Lab ID: 92243591001> Collected:
04/01/1511:30
Received: 04101/1514:57 Matrix: Water
Parameters
Results Units Report
Limit
OF
Prepared Analyzed CAS No. Qual
353.2 Nitrogen, N021NO3 pre".
Analytical Method: EPA 353.2
Nitrogen, NO2 plus NO3
1.1 mg/L
0.020
1
04/10/15 17:09
365.1 Phosphorus, Total
Analytical Method: EPA 365.1
Phosphorus
69.9 mg/L
1.2
25
04/11/15 00:20 7723-14-0
450OCNE Cyanide, Total
Analytical Method: SM 4500-CN-E
Cyanide
NO mg/L
0.0030
1
04/12/15 15:10 57-12-5
SM4500P-E, Phosphate, Ortho
Analytical Method: SM 4500-P E -
Orthophosphate as P
18.3 . mg/L
2.5
50
04/02/15 11:05
5220D COD
Analytical Method: SM 5220D
Chemical Oxygen Demand
5210 - mg/L
125
5
04/07/15 09:15
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Dale: 04/13/2015 04:21 PM without the written consent of Pace Analytical Services, Inc.. Page 5 of 23

aG6A1?a1J#b71e
wwwpwdab9.mt11
QUALITY CONTROL DATA
Project: Monthly 411
Pace Project No.: 92243591
QC Batch: MERP/7715 Analysis Method: EPA245.1
QC Batch Method: EPA245.1 Analysis Description: 245.1 Mercury
Associated Lab Samples: 92243591001
METHOD BLANK: 1425200
Associated Lab Samples: 92243591001
Parameter Units
Mercury ug/L
LABORATORY CONTROL SAMPLE: 1425201
Parameter Units
Mercury ug/L
Pace Analytical services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
NO 0.20 04/03/15 13:27
Spike LCS LCS %Rec
Conc. Result %Rec Limits Qualifiers
2.5 2.5 99 85-115
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1425202 1425203
MS MSD
92243591001 Spike Spike MS MSD MS MSD %Rec
Parameter Units Result Conc. Conc. Result Result e/ Rec %Rec Limits RPD Qual
Mercury ug/L NO 2.5 2.5 1.7 1.9 65 73 70-130 12 M1
Results presented on this page are In the units Indicated by the'Units' column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Dale: 04/13/2015 04:21 PM without the written consent of Pace Analytical Services, Inc..
Page 6 of 23

aceAnaljftal
err'Px'elaD%rnrn
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project:
Monthly 4/1
Pace Project No.:
92243591
QC Batch:
MPRP/18192 Analysis Method. EPA 200.7
QC Batch Method:
EPA 200.7 Analysis Description: 200.7 MET
Associated Lab Samples: 92243591001
METHOD BLANK: 1424980 Matrix: Water
Associated Lab Samples: 92243591001
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed
Qualifiers
Cadmium
ug/L
NO
1.0
04/02/15 21:09
Calcium
ug/L
NO
100
0410211521:09
Chromium
ug/L
NO
5.0
04/02/15 21:09
Copper
ug/L
NO
5.0
04/02/15 21:09
Lead
ug/L
NO
5.0
04/02/15 21:09
Magnesium
ug/L
NO
100
04/02/15 21:09
Nickel
ug/L
NO
5.0
04/02/1521:09
Selenium
ug/L
NO
10.0
04/02/15 21:09
Silver
ug/L
NO
5.0
04/02/15 21:D9
Sodium
ug/L
NO
5000
04/02/15 21:09
Zinc
ug/L
NO
10.0
04/02/15 21:09
LABORATORY CONTROL SAMPLE:
1424981
Spike
LIDS
LCS %
Rec
Parameter
Units
Conc.
Result
%Rec Limits
Qualifiers
Cadmium
ug/L
500
473
95
85-115
Calcium
ug/L
5000
4760
95
85-115
Chromium
ug/L
500
479
96
85-115
Copper
ug/L
500
489
98
85-115
Lead
ug/L
500
482
96
85-115
Magnesium
ug/L
5000
5030
101
85-115
Nickel
ug/L
500
475
95
85-115
Selenium
ug/L
500
475
95
85-115
Silver
ug/L
250
243
97
85-115
Sodium
ug/L
5000
5160
103
85-115
Zinc
ug/L
500
483
97
85-115
MATRIX SPIKE & MATRIX SPIKE
DUPLICATE:
1424982
1424983
MS
MSD
92243392001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD Qual
Cadmium
ug/L
NO
500
500
470
467
94
93
70-130
1
Calcium
ug/L
7390
5000
5000
12000
12000
91
93
70-130
1
Chromium
ug/L
NO
500
500
481
479
96
95
70-130
0
Copper
ug/L
NO
500
500
487
485
97
96
70-130
0
Lead
ug/L
NO
500
500
477
474
95
94
70-130
1
Magnesium
ug/L
4800
5000
5000
9500
9590
94
96
70-130
1
Nickel
ug/L
NO
500
500
470
468
94
93
70-130
0
Results presented on this page are In the units Indicated by the'Units' column except wnere an alternate unit Is presented to the right of the result
REPORT OF LABORATORY ANALYSIS
This report Shall not be reproduced, except in full,
Date: 04/13/2015 04:21 PM without the written consent of Pace Analytical Services. Inc.. Page 7 of 23

ace Anaocale
QUALITY CONTROL DATA
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Project: Monthly 4/1
Pace Project No.: 92243591
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
1424982
1424983
MS
MSD
92243392001
Spike
Spike
MS
MSD
MS
MSD
% Rae
Parameter
Units
Result
Cone.
Cone.
Result
Result
%Rec
%Rec
Limits
-RPD Qual
Selenium
ug/L
ND
500
500
458
466
92
93
70-130
2
Silver
ug/L
ND
250
250
243
241
97
96
70-130
1
Sodium
ug/L -
ND
5000
5000
10100
10300
112
115
70-130
1
Zinc
ug/L
12.3
500
500
485
482
95
94
70-130
1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
1424984
1424985
MS
MSD
92243500001
Spike
Spike
MS
MSD
MS
MSD
%Rec
Parameter
Units
Result
Conc.
Cone.
Result
Result
% Rec
% Rae
Limits
RPD Qual
Cadmium
ug/L
ND
500
500
461
453
92
91
70-130
2
Calcium
ug/L
28.5
6000
5000
33500
33400
99
98
70-130
0
mg/L
Chromium
ug/L
0.0059
500
500
480
479
95
- 95
70-130
0
mg/L
Copper
ug/L
0.024
500
500
511
508
97
'97
70-130
1
mg/L
"
Lead
ug/L
ND
500
500
- 474
488
94
93
70-130
1
Magnesium
ug/L
1.5
5000
5000
6380
6330
97
96
70-130
1
mg/L
Nickel
ug/L
0.0055
500
500
468
465
93
92
70-130
1
mg/L
Selenium
ug/L
ND
600
500
475
475
95
95
70-130
0
Silver
ug/L
ND
250
250
244
241
97
96
70-130
1
Sodium
ug/L
10.7
5000
5000
17300
17300
132
132
70-130
0 M1
mg/L
Zinc
ug/L
0.078
500
500
545
538
93
92
70-130
1
mg/L
Results presented on this page are In the units Indicated by the "Units• column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Dale: 04/13/2015 04:21 PM without the written consent of Pace Analytical Services, Inc..
Page 8 of 23

aceAnalyiical
Irif9rPllLpld6SRVr1
Project: Monthly 4/1
Pace Project No.: 92243591
QC Batch: WET136657
QC Batch Method: SM 2540D
Associated Lab Samples: 92243591001
METHOD BLANK: 1427617
Associated Lab Samples: 92243591001
Parameter Units
Total Suspended Solids mg/L
QUALITY CONTROL DATA
Analysis Method: SM 2540D
Analysis Description: 2540D Total Suspended Solids
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
NO 2.5 04/06115 18:52
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE:. 1427618
Spike LCS LCS % Rae
Parameter Units Cone. Result %Rec Limits Qualifiers
Total Suspended Solids mg/L 250 246 98 90-110
SAMPLE DUPLICATE: 1427619
92243581001 Dup
Parameter Units Result Result RPD Qualifiers
Total Suspended Solids mg/L 605 555 9 D6
SAMPLE DUPLICATE: 1427620
92243652001
Parameter Units Result
Total Suspended Solids mg/L 9.2
Dup
Result RPD Qualifiers
10.8 16 D6
Results presented on this page are In the units Indicated by the 'Units' column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2015 04:21 PM without the written consent of Pace Analytical Services, Inc.. Page 9 of 23

aceA17alyiiCalo
mmapaa/a6smm
Project: Monthly 4/1
Pace Project No.: 92243591
QC Batch: WET136571
QC Batch Method: SM 5210B
Associated Lab Samples: 92243591001
METHOD BLANK: 1424900
Associated Lab Samples: 92243591001 .
Parameter Units
BOD, 5 day mg/L
Pace Analytical Services, Ina
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Analysis Method: SM 5210B
Analysis Description: 5210B BOD, 5 day
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
NO 2.0 04/06/15 16:00 ,
LABORATORY CONTROL SAMPLE:
1424901
,
Spike LCS LCS
% Rec
Parameter
Units
Conc. Result % Rec
Limits Qualifiers
BOD, 5 day
mg/L
198 200 101
84.5-115.4
SAMPLE DUPLICATE: 1424902
92242298003 Cup
Parameter
Units
Result Result RPD
Qualifiers
BOD, 5 day
mg/L
164 136
19 D6
Results presented on this page are In the units Indicated by the 'Units' column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2015 04:21 PM without the written consent of Pace Analytical Services, Inc.. Page 10 of 23

aceAnalytical
wwvrpacgiahamn
Project: Monthly 411
Pace Project No.: 92243591
QC Batch: WET/36602
QC Batch Method: SM 5210B
Associated Lab Samples: 92243591001
METHOD BLANK: 1425835
Associated Lab Samples: 92243591061
Parameter
Units
Soluble BOD, 5 day
mg/L
LABORATORY CONTROL SAMPLE: 1425837
Parameter
Units
Soluble BOD, 5 day
mg/L
SAMPLE DUPLICATE: 1425838
Pace Analytical Servlces, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Analysis Method: SM 5210B
Analysis Description: 5210B BOD, Soluble
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
NO 2.0 04/07/1519:00
Spike 1-CS LCS % Rec
Conc. Result %Rec Limits Qualifiers
198 142 72 84-115 LO
92243581001
Parameter Units Result
Soluble BOD, 5 day mg/L I 4740
u
Dup
Result RPD Qualifiers
5040 6
Results presented on this page are In the units Indicated by the'tlnits' column except where an alternate unit Is presented to the right of the result
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2015 04:21 PM without the written consent of Pace Analytical Services, Inc.. Page 11 of 23

acehdjf kcal
lade
QUALITY CONTROL DATA
Project: Monthly 4/1
Pace Project No.: 92243591
QC Batch: WETI36601 Analysis Method: SM 9222D
QC Batch Method: SM 9222D Analysis Description: - 9222D MBIO Fecal Coliform -AVL
Associated Lab Samples: 92243591001
METHOD BLANK 1425777 Matrix: Water
Associated Lab Samples: 92243591001
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Fecal Coliforms CFU/100 mL ND 1.0 04/01/15 16:55
SAMPLE DUPLICATE: 1425778
92243557002 Dup
Parameter Units Result Result RPD Qualifiers
Fecal Colifonms CFU/100 mL 1.0 NO
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Results presented on this page are In the units indicated by the 'Units' column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Dale: 04/13/2015 04:21 PM without the written consent of PaceAnalytical Services, Inc..
Page 12 of 23

ace
AIRIKcal e
umw.{ace6Dstrom.
QUALITY CONTROL DATA
Project: Monthly 411
Pace Project No.: 92243591
QC Batch: WETA/22418 Analysis Method: EPA 350.1
QC Batch Method: EPA 350.1 Analysis Description: 350.1 Ammonia
Associated Lab Samples: 92243591001
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
METHOD BLANK: 1424918
Matrix:
Water
Associated Lab Samples: 92243591001
Blank
Reporting
Parameter
Units
Result
Limit
Analyzed Qualifiers
Nitrogen, Ammonia
mg/L
NO
0.10
04101/1522:43
LABORATORY CONTROL SAMPLE:
1424919
Spike
LCS
LCS %Rec
Parameter
Units
Conc.
Result
%Rec Limits Qualifiers
Nitrogen, Ammonia -
mg/L
5
5.2
105 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1424920
1424921
MS
MSD
92243302002 Spike
Spike
MS
MSD MS MSD %Rec
Parameter Units Result Conc.
Conc.
Result
Result %Rec %Rec Limits RPD Qual
Nitrogen, Ammonia mg/L 19.6 5
5
25.5
25.2 117 111 90-110 1 M1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1424922 1424923
NIS MSD
92243591001 Spike Spike MS MSD MS MSD %Rec
Parameter Units Result Conc. Conc. Result Result %Rec %Rec Limits RPD Qual
Nitrogen, Ammonia mg/L 6.2 5 5 9.4 9.2 63 59 90-110 2 M1
Results presented on this page are In We units Indicated by We 'Units' column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2015 04:21 PM without the written consent of Pace Analytical Services, Inc..
Page 13 of 23

aceA17allgical
teaepaa+'adspom
QUALITY CONTROL DATA
Project: Monthly 4/1
Pace Project No.: 92243591
QC Batch: WETA122510 Analysis Method: EPA351.2
QC Batch Method: EPA 351.2 Analysis Description: 351.2 TKN
Associated Lab Samples: 92243591001
METHOD BLANK: 1431428
Associated Lab Samples: 92243591001
Parameter Units
Nitrogen, Kjeldahl, Total mg/L
LABORATORY CONTROL SAMPLE: 1431429
Parameter Units
Nitrogen, Kjeldahl, Total mg/L
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
NO 0.50 04111/1513:46
Spike LCS LCS % Rae
Cone. Result % Rec Limits Qualifiers
10 10.3 103 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1431430
1431431
MS
MSD
92243581002 Spike
Spike
MS
MSD MS MSD %Rec
Parameter Units Result Cone.
Cone.
Result
Result %Rec %Rec Limits RPD Qual
Nitrogen, Kjeldahl, Total mg/L 143 200
200
340
349 99 103 90-110 3
Results presented on this page are In Me units indicated by Me 'Units' column except where an alternate unit Is presented to the right of the result
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Dale: 04113/2015 04:21 PM without the written consent of Part Analytical Services, Inc..
Page 14 of 23

aceAnalJolkal
lmvW{udefahstnm
QUALITY CONTROL DATA
Project: Monthly 4/1
Pace Project No.: 92243591
QC Batch: WETA122521 Analysis Method: EPA 353.2
QC Batch Method: EPA 353.2 Analysis Description: 353.2 Nitrate + Nitrite, preserved
Associated Lab Samples: 92243591001
METHOD BLANK: 1432158
Associated Lab Samples: 92243591001
Parameter Units
Nitrogen, NO2 plus NO3 mg/L
LABORATORY CONTROL SAMPLE: 1432159
Parameter Units
Nitrogen, NO2 plus NO3 mg/L
Pace Analytical services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
NO - 0.020 04/10/15 16:39
Spike LCS LCS e/ Rao
Conc. Result - %Rec Limits Qualifiers
2.5 2.3 93 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1432160 1432161
MS MSD
92243838003 Spike Spike MS MSD MS MSD %Rec
Parameter Units Result Conc. Conc. Result Result % Rao % Rao Limits RPD Qual
Nitrogen, NO2 plus NO3 mg/L 0.39 2.5 2.5 2.7 2.6 91 90 75-125 1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1432162 1432163
MS MSD
92244105001 Spike Spike MS MSD MS MSD % Rao
Parameter Units Result Conc. Conc. Result Result % Rec % Rao Limits RPD Qual
Nitrogen, NO2 plus NO3 mg/L 0.028 2.5 2.5 2.2 2.2 88 88 75-125 0
Results presented on this page are In Me units Indicated by the "UMW column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Dale: 04/13/2015 04:21 PM without the written consent of Pace Analytical services, Inc..
Page 15 of 23

ace Analjdicalo
vnyupxelab&cien
Project: Monthly 4/1
Pace Project No.: 92243591
QC Batch: WETA/22466
QC Batch Method: EPA 365.1
Associated Lab Samples: 92243591001
METHOD BLANK: 1428186
Associated Lab Samples: 92243591001
Parameter Units
Phosphorus mg/L
QUALITY CONTROL DATA
Analysis Method:
Analysis Description:
Matrix: Water
EPA 365.1
365.1 Phosphorus, Total
Blank Reporting
Result Limit. Analyzed
ND 0.050 04/10/15 23:30
Qualifiers
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE: 1428187
Spike LCS LCS % Rec
Parameter Units Conc. Result %Rec Limits Qualifiers
Phosphorus mg/L 2.5 2.6 105 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1428188 1428189
MS MSD
92244105001 Spike Spike MS MSD MS MSD %.Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Phosphorus mg/L ND 2.5 2.5 2.6 2.6 103 103 90-110 0
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1428190 1428191
MS MSD
92243953003 Spike Spike MS MSD MS MSD %Rec
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD Qual
Phosphorus mg/L 16.9 2.5 2.5 19.9 20.2 118 130 90-110 2 M6
Results presented on this page are In the units indicated by the "Units' column except where an alternate unit Is presented to the right of the result
REPORT OF LABORATORY ANALYSIS
This report shall not he reproduced, except in full,
Date: 04/13/2015 04:21 PM without the written consent of Pace Analytical Services, Inc..
Page 16 of 23

Pace Analytical Services, Inc.
aceMalocal a 2225 Riverside
Asheville, NC 28804
04
[phone]
QUALITY CONTROL DATA I
Project: Monthly 4/1
Pace Project No.: 92243591
QC Batch: WETA/22528
Analysis Method: SM 4500-CN-E
QC Balch Method: SM 4500-CN-E
Analysis Description: 450OCNE
Cyanide, Total
Associated Lab Samples: 92243591001
METHOD BLANK: 1432553
Matrix: Water
Associated Lab Samples: 92243591001
Blank
Reporting
`
Parameter Units
Result
Limit
Analyzed Qualifiers
Cyanide mg/L
ND 0.0080
04/12/15 14:52
LABORATORY CONTROL SAMPLE: 1432554
Spike
LCS
LCS % Rec
Parameter Units
Cone.
Result
% Rec Limits
Qualifiers
Cyanide mg/L
.1
0.099
99 80-120
MATRIX SPIKE& MATRIX SPIKE DUPLICATE: 1432555
1432556
MS
MSD
92243884002
Spike
Spike MS
MSD MS
MSD
%Rec
Parameter Units Result
Cone.
Cone. Result
Result % Rec
% Rec
Limits
RPD Qua[
Cyanide mg/L ND
.1
.1 0.11
0.11 106
•107
75-125
1
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1432557
1432558
-
MS
MSD
92244351001
Spike
Spike MS
MSD MS
MSD
%Rec
Parameter Units Result
Cone.
Conc. Result
Result - % Rec
% Rec
Limits
RPD Qual
Cyanide mg/L ND
.1
.1 0.10
0.10 102
100
75-125
2 '
Results presented on this page are in the units Indicated by the 'Units' column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2015 04:21 PM without the written consent of Pace Analytical Services, Inc.. Page 17 of 23

aceAnalyticalm
tar,¢perelabsmn:
Project: Monthly 411
Pace Project No.: 92243591
QC Batch: WETA122420
QC Balch Method: SM 4500-P E
Associated Lab Samples: 92243591001
METHOD BLANK: 1424970
Associated Lab Samples: 92243591001
Parameter Units
Orthophosphate as P mg/L
LABORATORY CONTROL SAMPLE:
1424971
Parameter
Units
Orthophosphate -as P
mg/L
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
QUALITY CONTROL DATA
Analysis Method: SM 4500-P E
Analysis Description: SM450OP-E Phosphorus, Ortho
Matrix: Water
Blank Reporting
Result Limit Analyzed Qualifiers
' ND 0.050 04/02/1511:05
Spike LCS LCS %Rec
Conc. Result % Rec Limits Qualifiers
.25 0.26 106 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1424972 1424973
MS MSD
92243412003 Spike Spike MS MSD MS MSD % Rec
Parameter Units Result Conc. Conc. Result Result %Rec %Rec Limits RPD Dust
Orthophosphate as P mg/L 150 250 250 408 409 103 104 90-110 0
Results presentee on this page are In Me units Indicated by the 'units' column except where an alternate unit Is presentee to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2015 04:21 PM without the written consent of Pace Analytical Services, Inc.. Page 18 of 23

=Analytical
wwomacela6scam
Project: Monthly 4/1
Pace Project No.: 92243591
QC Batch: WETA/22438
QC Batch Method: SM 5220D
Associated Lab Samples: 92243591001
METHOD BLANK: 1426252
Associated Lab Samples: 92243591001
Parameter Units
Chemical Oxygen Demand mg/L
QUALITY CONTROL DATA
Analysis Method: SM 5220D
Analysis Description: 5220D COD
Matrix: Water -
Blank Reporting
Result Limit Analyzed Qualifiers
NO 25.0 04/07/15 09:15
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
LABORATORY CONTROL SAMPLE: 1426253
Spike LCS LCS %Rec
Parameter Units Cone. Result % Rec Limits Qualifiers
Chemical Oxygen Demand mg/L 750 727 97 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1426254
MS
92243731001 Spike
Parameter Units Result Cone.
Chemical Oxygen Demand mg/L NO 750
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 1426256
MS
92243286001 Spike
Parameter Units Result Cone.
Chemical Oxygen Demand mg/L 221 750
1426255
MSD
Spike MS MSD MS MSD % Rae
Cone. Result Result %Rec %Rec Limits RPD
750 759 759 101 101 90-110 0
1426257
MSD
Spike MS. MSD MS MSD % Rae
Cone. Result Result %Rec %Rec Limits RPD
750 923 923 94 94 90-110 0
Results presented on this page are In the units Indicated by the 'Units' column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/13/2015 04:21 PM without the written consent of Pace Analytical Services, Inc..
Qual
Qual
Page 19 of 23

w�pwYlaaom
QUALIFIERS
Project: Monthly 4/1
Pace Project No.: 92243591
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
NO - 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.
PQL - Practical Quantilation Limit.
RL - Reporting Limit.
S - Surrogate
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 2aW4
[phone]
1,2-Diphenylhydmzine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
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)
OUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chioroethylvinyl ether, Styrene, and Vinyl chloride.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260,
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte Is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analyles.
TN -The NELAC Institute.
LABORATORIES
PASI-A Pace Analytical Services - Asheville
PASI-C Pace Analytical Services - Charlotte
ANALYTE QUALIFIERS
D6 The relative percent difference (RPD) between the sample and sample duplicate exceeded laboratory control limits.
LO Analyle recovery in the laboratory control sample (LCS) was outside QC limits.
L2 Analyle recovery in the laboratory control sample (LCS) was below QC limits. Results for this analyte in associated
samples may be biased low.
Mt Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
M6 Matrix spike and Matrix spike duplicate recovery not evaluated against control limits due to sample dilution.
u2 Colonies are too numerous to count. Actual result may be greater than reported.
REPORT OF LABORATORY ANALYSIS
This report shall not be mpmduced, except in full,
Dale: 04/13/2015 04:21 PM without the written consent of Pace Analytical Services, Inc.. Page 20 of 23

aceftlyfcal
rrrutp�Jabsmm.
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Monthly 4/1
Pace Project No.: 92243591
Pace Analytical Services, Inc.
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Lab ID
Sample ID -
- QC Batch Method
QC Batch
Analytical Method
92243591001
WW2
FLD/
92243591001
WW2
EPA200.7
MPRP/18192
EPA200.7
92243591001
WW2
EPA245.1
MERP/7715
EPA245.1
92243591001
WW2
SM 2540D
WET/36657
92243591001
WW2
SM 5210B
WET/36571
SM 5210B
92243591001
WW2
SM 5210B
WET/36602
SM 5210B
92243591001
WW2
SM 9222D
WET/36601
92243591001
WW2
TKN+NO3+NC2
WET/36802
Calculation
-
92243591001
WW2
EPA 350.1
WETA122418
92243591001
WW2
EPA 351.2
WETA122510
92243591001
WW2
EPA 353.2
WETA/22521
92243591001
WW2
EPA 365.1
WETAJ22466
92243591001
WW2
SM 4500-CN-E
WETA/22528
92243591001
WW2
SM 4500-P E
WETA/22420
92243591001
WW2
SM 5220D
WETN22438
Date: 04/13/2015 04:21 PM
a
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Wthout the written consent of Pace Analytical Services, Inc..
Analytical
Batch'
ICP/16341
MERC/7398
WET/36574
WET/36606
Page 21 of 23

CHAIN -OF -CUSTODY / Analytical Request Document M
aceAnaiytical
The Chain -Ell
of is a LEGAL DOCUMENT. All relevant fields must be completed accurately. `0
raw.Daceygs.pbm r�N
m
Page: / of d
SectionC ,
Reuir.dC Required Project
Roquimtl C4ent l/Nortnation: n ..Required Plvjed lnfomiab'dni Invoice Information: --
Co...anrn- 4M.lrr.✓T /' /. ReportTo: Attention: .. _. .. .. 1 r}�N �L 2
%1 L C✓ac Fr-V '4' � J 6' _
Addross COPY To: Company Name:
REGULATORY AGENCY
Email To:
Phgno: Fax;
Requoslod_Due DM TAT: -
Purchase Ortlgr Na:
Project Name: //
MC.+,T�.
Project Number. - -
PamQuoW Address:
Pam
Remronm:
Paw Prolod - -
Manager. ..
(- NPDES f-' GROUNDWATER F_ DRINKING WATER
F UST F RCRA r — OTHER
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Site Location - -
STATE:
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7
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'. ADDITIONAL COMMENTS"'
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RELINQUISHED BY/AFFILIATION
DATE.
TIME
ACCEPTED BY/AFFILIATION
DATE
TIME
D
SAMPLE CONDITIONS.
ORIGINAL
'Mp YvareacwnPaws NET 33tl
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SAMPLER NAMEAND
-
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PRINT Name of SAMPLER: M(12. (J, S �n t✓� -
ma SIGNATURE
uwmum �n .c=c •._ ._t _
DATE signed
MlDDYyl:
•••••••• ...vaut wUVWn 30 oayv.. F-ALL-0-020rev.07, 15 107

aceAnaliftal°
"^ ^ ^°m
Document Name: Sample Condition Upon
Receipt SCUR
Document Revised: June 10, 2014
Pa e 1 of2
Document No::
F-ASV-CS-003-rev.14
Issuing Authorities:
Pace Asheville QualityOffice
Client u+0enm!
Courier (Circle): Fed Ex UPS USPS Clien Commercial Pace Cher
Custody Seal on Cooler/Box Present: yes no�eals intact: yes, no
Packing Material: n Bubble Wrap Bubble Bads 0 None Other
et see�dSl^- Gun#3-930265963 Type of Ice: Wet Blue Nona Samples on Ice, cooling process has begun
R Gun M SN:1402903s5 Other:
Temp rreotio actor: Add/Subtract f9.('� C
Corrected Cooler Temp.: ..3 . 5 C
Blologtcal Tissue, is Frozen: Yes No N/A
and Ini I, f p rs n xamtning
Temp should be above freezing to VC
Comments:
EDato.
contents: I I
Chain of Custody Presentes
No
❑wA
1.
Chain of Custody Filled Out:_
13e ON.
❑NIA
2.
Chain of Custody Relinquished:
4 r ONo
❑NrA
3.
Sampler Name & Signature on COC:
l6yeszfmo
❑NrA
4. -
Samples Arrived within Hold Time:
es No
❑N/A
5.
Short Hold Time Analysis (<72hr):
es ONO
NIA
6.
Rush Turn Around Time Requested:
Oyes91r.
ONIA
7,
Sufficient Volume:
QZVON.,
ON/A
8.'
Correct Containers Used:
ON.
❑NIA
9.
-Pace Containers Used:
/
Ore _ No
❑NIA
'ontainers Intact:
es ONo
❑w
10.
Altered volume received for Dissolved tests
Ov � ONO
N/A
11.
Sample Labels match COC:
A5Yes ONO
❑N/A
12.
-Includes date/time/ID/Analysis Matrix:.
_
All containers needing preservation have been checked
As ONO
❑NIA
13.
All containers needing preservation are found to be In
IX1'es ONO
❑NIA
compliance vrith EPA recommendation.
exceptions: VOA coliform, TOG, O&G, WbDRO (vraler)
OYes I+RNo
Samples checked for dechlorination:
Ores ❑No
_ /A
14.
Headspace In VOA Vials (>6mm):
❑Yes El No
❑ /
15.
Trip Blank Present:
Oyes ONO
f2 /
6.
Trip Blank Custody Seals Present
OYes ONO
N/A
Pace Trip Blank Lot # (if purchased):
Client Notification/ Resolution:
Person Contacted: DateTme:
Comments/ Resolution:
SCURF Review: Date: 1.
SRF Review: Date: I a r r
Note: Whenever there is a screpancy affecting VoFh 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)
Field Data Required? Y / N
WO# : 92243591- --
II011191II11111111I1,111
92243591
i
Page 23 of 23

Attachment M
Groundwater Analysis

Table 1
Current and, Historic Groundwater Analytical Results
for Microbiology and Wet Chemistry
Clement Pappas
Hendersonville, North Carolina
O
N
�
a
o
U
>
I
O
Sample
E,
Name
Sample Date
F
Li
z
in
F°-
(mm/dd/yyyy)
(mg/L)
(mg/L)
(CFU per 100 ml-)
(mg/L)
(mg/L)
(mg/L)
(mg/Lj
05/24/2006
7.2 '
9.7
< 1.1
2
19
82
< 0.10
11/09/2006
3.6
7.4
< 1.1
0.95
17
76
0.11
05/18/2007
4.9
6.0
< 1.0
0.56
14
62
< 0.10
11/13/2007
5.9
16.7
<1.1
2.9
6.9
82.0
< 0.10
05/27/2008
10.2
9.0
<1.1
0.80
21.3
140
< 0.10
11/18/2008
4.7
10.7
<1.1
1.9
8.5
32.0
< 0.10
05/28/2009
14.4
7.1
< 4.0
0.46
24.2
104
< 0.10
11/05/2009
13.5
5.9
< 2.0
0.31
23.5
80.0
< 0.10
05/13/2010
8.7
5.8
< 2.0
< 0.10
17.2
57.5
< 0.10
MW-2R
11/08/2010
18.3
10.0
< 2.0
1.1
11.7
60.0
< 0.10
05/17/2011
11.6
< 5.0
< 2.0
< 0.10
14.3
< 62.5
< 0.10
11/15/2011
18.9
10.1
< 2.0
1.2
10.0
86.0
< 0.10
05/17/2012
5.3
7.6
< 4.0
< 0.20
11.9
68.0
< 0.10
11/07/2012
31.1
9.5
< 1.0
1.3
10.0
67.0
< 0.10
05/16/2013
13.5
1.2
< 1.0
< 0.02
13.2
64.0
< 0.10
11/20/2013
6.1
7.6
< 1.0
0.97
9.3
66.0
< 0.10
05/22/2014
8.0
4.1
< 1.0
0.72
8.4
52.0
< 0.10

05/15/2002
8.9
45
< 1.1
< 0.1U
9.3
1 180
< 0.10
11/05/2002
5.5
48
< 1.1
< 0.1
14
230
< 0.10
05/13/2003
3.3
32
< 1.1
0.051
20
110
0.21
11/04/2003
41
31
< 1.1
< 5.0
66
210
< 0.10
05/05/2004
6
29
< 1.1
< 5.0
45
240
0.11
11/09/2004
8.4
13
3.6
< 0.10
52
200
< 0.10
05/17/2005
8.5
10
< 1.1
< 0.10
37
220
< 0.10
11/03/2005
16 1
14
< 1.1
< 0.10
29
220
0.14
05/24/2006
19
11
< 1.1
< 0.10
28
180
< 0.10
11/09/2006
8.8
6.9
< 1.1
< 0.10
26
180
< 0.10
05/18/2007
8.5
8.9
< 1.0
< 0.10
29
300
< 0.10
11/13/2007
16.7
11.3
< 1.1
< 0.10
25.0
152
< 0.10
05/27/2008
< 1.0
10.0
< 1.1
< 0.10
38.6
176
< 0.10
MW-4
.11/18/2008
20.5
9.3
< 1.1
< 0.10
19.6
108
< 0.10
05/28/2009
8.6
13.6
< 4.0
< 0.10
35.5
156
< 0.10
11/05/2009
31.0
13.6
< 2.0
< 0.10
30.7
120
< 0.10
05/13/2010
7.8
18.0
< 2.0
0.17
31.0
141
< 0.10
11/08/2010
23.9
17.5
< 2.0
< 0.10
34.4
144
< 0.10
05/17/2011
i 7.7
13.5
< 2.0
0.82
25.6
137
< 0.10
11/15/2011
7.3
14.4
< 2.0
< 0.20
27.8
157
< 0.10
05/17/2012
6.7
12.1
2.0
< 0.20
22.3
117
< 0.10
11/07/2012
10.6
14.5
2.0
< 0.020
26.2
150
< 0.10
05/16,/2013
31.8
10.2
2.0
0.28
19.1
108
< 0.10
11/20/2013
8.0
14.7
< 1.0
0.026
22.1
157
< 0.10
05/22/2014
8.7
10.8
< 2.0
0.14
22.5
146
< 0.10
11/18/2014
28.7
12.1
< 2.0
< 0.020
21.9
161
< 0.10
Standards
10
250
1
10
250
500
NL
P:\Clement Pappas\Permit Modifications\Permitting\NC DENRwttachments\Attachment N-Groundwater Analytical Results.xls Page 1 of 5

05/17/2011
4.0
32.3
< 4.0
< 0.10
< 5.0
< 167
< 0.10
11/15/2011
3.0
52.6
120
< 0.20
< 5.0
165
< 0.10
06/17/2012
4.7
36.6
< 2.0
< 0.20
< 5.0
110
< 0.10
11/07/2012
4.1
61.1
< 10.0
0.12
< 2.0
139
< 0.10
05/16/2013
4.0
44.2
1.0
0.093
2.3
152
< 0.10
11/20/2013
4.2
64.6
1.0
0.19
< 2.0
162
< 0.10
05/22/2014
5.8
6.6
< 10.0
0.099
< 2.0
110
< 0.10
11/18/2014
16.0
57.7
6.0
0.28
< 2.0
160
< 0.10
Standards
10
250
1
10
250
500
NL
P:\Clement Pappas\Permit Modifications\Permitting\NC DENR\Attachments\Attachment N-Groundwater Analytical Results.xls Page 2 of 5

Table 1
Current and Historic Groundwater Analytical Results
for Microbiology and Wet Chemistry
Clement Pappas
Hendersonville, North Carolina
N
a
`O
o
E
w
N
U`0
0
v
p
0
N
)
0
0.
�
2
Sample
m
`0
m
m:
4
E
Name
Sample Date
Fes°
LL
z
r'n
(mm/dd/yyyy)
(mg/L)
(mg/L),
(CFU per 100 mL)
(mg/L)
(mg/L)
(mg/L)
(mg/L)
05/15/2002
2.9
15
< 1.1
0.42
1.7
< 40
< 0.10
11/05/2002
1.4
16
< 1.1
0.54
< 1.0
83
1.3
05/13/2003
4.6
17
< 1.1
0.65
2
56
0.25
11/04/2003
19
22
< 1.1
0.23
< 5.0
58
< 0.10
05/05/2004
0.7
28
< 1.1
0.57
< 5.0
80
0.15
11/09/2004
1.2
34
< 1.1
0.24
< 5.0
130
< 0.10
05/17/2005
2.1
35
< 1.1
< 0.10
< 5.0
110
< 0.10
11/03/2005
8.1
34
< 1.1
0.11
< 5.0
82
< 0.10
05/24/2006
7.8
34
< 1.1
< 0.10
< 5.0
120
< 2.5
11/09/2006
1.3
37
< 1.1
0.20
< 5.0
90
< 0.1
05/18/2007
1.7
42
< 1.0
0.16
< 5.0
130 '
< 0.10
11/13/2007
4.2
41.3
< 1.1
0.25
< 5.0
112
< 0.10
05/27/2008
6.7
14.3
< 1.1
0.21
< 5.0
168
0.17
MW-5
11/18/2008
25.9
47.6
< 1.1
0.17
< 5.0
80.0
< 0.10
05/28/2009
16.1
29.0
4.0
0.11
< 5.0
188
< 0.10
11/05/2009
4.7
39.1
2.0
0.15
< 5.0
112
< 0.10
nGi�aion�n
a�
a2n
o�
n17
Gn
Ins
enln

Table 1
Current.and Historic Groundwater Analytical Results
for Microbiology and Wet Chemistry
Clement Pappas
Hendersonville, North Carolina
G
y
�
O
U
N
Ct
w
O
y
'
'Sample
$
m
2
_
E
Name
Sample Date
12
ii
z
16
E
(mm/dd/yyyy),
(mg/L)
(mg/L)
(CFU,per 100 mL)
(mg/L)
(mg/L)'
,(mg/L)
1 (mg/L).
05/15/2002
6.8
9.9
5.1
< 0.10
11
< 40
< 0.10
11/05/2002
3.9
4.6
< 1.1
0.49
9.8
51
2.5
05/13/2003
4.4
7.3
> 23.0
0.075
14
52
0.14
11/04/2003
26
6.8
9.2
< 0.050
12
< 20
< 0.10
05/05/2004
1.8
6.7
1.1
< 0.10
11
58
0.13
11/09/2004
3.5
11
9.2
< 0.10
9.3
88
< 0.10
05/17/2005
2.4
7.4
< 1.1
< 0.10
. 8.7
50
< 0.10
11/03/2005
6.3
9.6
< 1.1
< 0.10
9.6
66
0.17
05/24/2006
7.4
10
< 1.1
< 0.10
9
54
< 0.10
11/09/2006
1.4
11
< 1.1
0.20
11
54
0.18
05/18/2007
3.9
9.4
< 1.0
< 0.10
9.1
58
0.12
11/13/2007
5.7
10.7
3.6
0.24
5.8
114
0.24
05/27/2008
10.9
5.4
< 1.1
< 0.10
15.3
92.0
< 0.10
M W-6
11/18/2008
7.4
7.6
> 23
< 0.10
< 5.0
36.0
< 0.10
05/28/2009
6.4
6.2
276
0.39
8.8
104
< 0.10
11/05/2009
6.4
< 5.0
30
0.10
9.3
52.
2
< 0.10
na / 9 0 /A A 4 A
n 0
c 0
i A A
i n 4 A
0 4
A A
i A 9 A

05/17/2011
6.2
9.4
< 2.0
< 0.10
6.8
60.0
< 0.10
11/15/2011
4.6
5.2
5.0
< 0.20
7.5
82.0
< 0.10
05/17/2012
21.6
8.1
28.0
< 0.20
8.8
52.0
< 0.10
11/07/2012
6.4
6.8
3.1
< 0.020
7.5
46.0
< 0.10
05/16/2013
7.5
5.4
12.1
0.048
9.4
62.0
< 0.10
11/20/2013
4.4
7.3
< 1.0
< 0.020
8.6
56.0
< 0.10
05/22/2014
4.6
4.5
1.0
< 0.020
10.1
32.0
< 0.10
11/18/2014
16.3
6.9
13.0
0.078
9.8
49.0
< 0.10
Standards
10
250
1
10
250
5 00
NL
P:\Clement Pappas\Permit Modifications\Permitting\NC DEN R\PStachments\Attachment N-Groundwater Analytical Results.xls Page 3 of 5

Table 1
Current and Historic Groundwater Analytical Results
for Microbiology and Wet Chemistry
Clement Pappas
Hendersonville, North Carolina
N
,
..
U)
10.:
O,
Sample
E
Name
Sample Date
,°�'
z.
(nn
F°
E
(mm/dd/yyyy)
(mg/L)
(mg/L)
(CFO per100mL)
_(mg/L)
(mg/L)
(mg/L),'
(mg/L)
05/15/2002
20
6.5
< 1.1
5.2
26
< 40
< 0.10
11/05/2002
16
3.3
< 1.1
1.3
1.1
68
1.4
05/13/2003
9.7
3.6
2.2
1.8
9.3
44
0.72
11/04/2003
19
6.1
< 1.1
0.72
< 5.0
< 2.0
< 0.10
05/05/2004
3.0
7.0
< 1.1
1.3
< 5.0
52
< 0.10
11/09/2004
2.2
5.1
5.1
1.9
< 5.0
62
< 0.10
05/17/2005
3.2
6.1
< 1.1
1.2
< 5.0
40
< 0.10
11/03/2005
7.7
6.1
< 1.1
.0.99
< 5.0
58
0.10
05/24/2006
8.4
5.5
< 1.1
1.5
< 5.0
48
< 0.10
11/09/2006
1.9
7.0
< 1.1
1.1
6.7
38
< 0.10
05/18/2007
3.6
8.6
< 1.0
2.2
5.9
70
< ..10
MW 7
11/13/2007
4.2
6.8
< 1.1
1.7
< 5.0
42.0
< 0.10
05/27/2008
7.6
11.5
< 1.1
2.2
6.9
88.0
< 0.10
11/18/2008
7.5
7.7
< 1.1
1.7
< 5.0
30.0
< 0.10
05/28/2009
23.4
9.8
< 4.0
2.3
< 5.0
336
< 0.10
11/05/2009
5.3
10.7
2.0
2.3
11.2
70.0
Z
< 0.10
nGiIoionin
A
inn
eon
�G
.<rn:
n
<(190

05/17/2011
6.0
11.6
< 2.0
5.3
7.6
103
< 0.10
11/15/2011
2.2
9.9
< 2.0
3.5
< 5.0
89.0
< 0.10
05/17/2012
4.4
10.9
< 2.0
3.8
< 5.0
67.0
< 0.10
11/07/2012,
11.6
13.1
< 100
4.0
14.9
108.0
< 0.10
05/16/2013
12.8
17.1
< 1.0
10.5
28.3
252
< 0.10
11/20/2013
9.4
14.0
< 1.0
5.5
3.5
< 250
< 0.10
MW-7R
05/22/2014
8.9
13.1
< 10,000
5.7
4.0
93.0
< 0.10
11/18/2014
19.1
16.0
< 20.0
7.1
4.4
93.0
< 0.10
Standards
10
250
1
10
250
500
NL
P:\Clement Pappas\Permit Modifications\Permitting\NC DENR\Attachments\Attachment N-Groundwater Analytical Results.xls Page 4 of 5

05/17/2011
10
16.9
10.0
12.2
16.1
232
< 0.10
11/15/2011
8.0
26.6
< 2.0
3.7
20.2
232
< 0.10
05/17/2012
14.4
24.8
12.0
8.0
22.9
356
< 0.10
11/07/2012
24.8
26.3
< 100
1.9
28.3
324
< 0.10
05/16/2013
15:8
8.8
10.9
6.8
13.4
248
< 0.10
11/20/2013
21.0
15.4
< 1.0
1.3
24.3
342
< 0.10
05/22/2014
17.6
14.5
< 10.0
0.61
17.8
352
< 0.10
11/18/2014
54.0
16.4
< 4.0
1.1
13.2
421
< 0.10
Standards
10
250
1
10
250
1 500
NI
Notes:
1. mg/L= milligrams per liter.
2. mL = milliliters.
3. CFU = Coliform forming units.
4. Standards from North Carolina Administrative Code, Title 15A, Subchapter 2L April 1, 2013, except
Total Organic Carbon and Fecal Coliform. Total Organic Carbon standard from Spray Irrigation
Permit Number W00004797. Fecal Coliform standard is 2L standard for Total Coliform.
5. Numbers in bold indicate concentration equal to or above the respective standard.
6. NL indicates that no standard limit is set
7. "<^ means less than laboratory method reporting limit.
8. Fecal coliform samples for MW-7 and MW-8 were resampled on May 21, 2010 due to a lab error.
P:\Clement Pappas\Permit Modifications\Permitting\NC DENR\Attachments\Attachment N-Groundwater Analytical Results.xls Page 5 of 5

C
C
Table 1
Current and Historic Groundwater Analytical Results
for Microbiology and Wet Chemistry
Sample
Name I _Sample Date
M W-8
7
Clement Pappas
Hendersonville, North Carolina
0
O
l0
,U
U
G
UO
O
H
mg/
6.8
4.8
5.5
E
N
O
U
ng/L)
U.
U
li
(CFU per 100
8.7
9.8
3.3
2.2
8.1
6.9
7.4
< 1.1
6.7
> 23
8.3
< 1.1
11
< 1.1
10
< 1.1
12
< 1.1
15
< 1.0
9.6
< 1.1
0.0
< 1.1
7.2
2.2
Y
Z
(mg/L),
W
U)
(mg/L
< 0.10
9.1
0.16
7
1.4
9.4
< 0.050
13
0.24
9.8
0.79
6.8
0.61
6.4
0.95
8.4
t
68594
N
V
O
U'
d
O
y N.
p. C
E "
IO Q
ng[L) (mg/L)
64 < 0.10
100 0.57
64 0.41
54 < 0.10
140 < 0.10
120 < 0.10
88 < 0.10
100 < 0.10
130 < 0.10
96 < 0.10
290 < 0.10
154 < 0.10
184 < 0.10
118 1 < 0.10
192 < 0.10
114 < 0.10

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7

Table 2
Current and Historical Groundwater Elevation Measurements
Clement Pappas
Hendersonville, North Carolina
Well Identification
Date Measured
(mm/dd/yyyy)
Depth to
Groundwater
(ft-BTOC)
Top of Casing
Elevation
(feet)
Top of Casing
Height Above
Ground Surface
(feet)
Groundwater
Elevation
(feet) .
MW-5
05/15/2002
8.31
2086.40
3.00
2078.09
11/05/2002
10.20
2086.40
3.00
2076.20
05/13/2003
8.29
2086.40
3.00
2078.11
11/04/2003
9.92
2086.40
3.00
2076.48
05/05/2004
8.75
2086.40
3.00
2077.65
11/09/2004
8.50
2086.40
3.00
2077.90
05/17/2005
8.87
2086.40
3.00
2077.53
11/03/2005
9.70
2086.40
3.00
2076.70
05/24/2006
9.34
2086.40
3.00
2077.06
11/09/2006
8.39
2086.40
3.00
2078.01
05/18/2007
9.16
2086.40
3.00
2077.24
11/13/2007
11.00
2086.40
3.00
2075.40
05/27/2008
9.84
2086.40
3.00
2076.56
11/18/2008
11.59
2086.40
3.00
2074.81
05/28/2009
7.95
2086.40
3.00
2078.45
11/05/2009
8.63
2086.40
3.00
2077.77
-
05/13/2010
8.87
2086.40
3.00
2077.53
11/08/2010
10.24
2086.40
3.00
2076.16
05/17/2011
8.99
2086.40
3.00
2077.41
11/15/2011
10.58
2086.40
3.00
2075.82
05/17/2012
8.73
2086.40
3.00
2077.67
11/07/2012
9.65
2085.60
3.00
2075.95
05/16/2013
8.14
2085.60
3.00
2077.46
11/20/2013
9.33
2085.60
3.00
2076.27 _
05/22/2014
8.57
2085.60
3.00
2077.03
11/18/2014
9.04
2085.60
3.00
2076.56
P:\Clement Pappas\Permit Modifications\Permitting\NC DENR\Attachments\Attachment N-Historic GW Elev.xls Page 2 of 5

Table 2
Current and Historical Groundwater Elevation Measurements
Clement Pappas
Hendersonville, North Carolina
Well Identification
.Date Measured
(mm/dd/yyyy)
Depth to
Groundwater
(ft-BTOC)
Top of Casing
Elevation
(feet)
Top of Casing
Height Above
Ground Surface
(feet)
Groundwater
Elevation
(feet)
MW-6
05/15/2002
6.20
2061.90
3.00
2055.70
11/05/2002
6.15
2061.90
3.00
2055.75
05/13/2003
5.43
2061.90
3.00
2056.47
11/04/2003
5.85
2061.90
3.00
1 2056.05
05/05/2004
6.00
2061.90
3.00
2055.90
11/09/2004
5.32
2061.90
3.00
2056.58
05/17/2005
6.10
2061.90
3.00
2055.80
• 11/03/2005
6.01
2061.90
3.00
2055.89
05/24/2006
6.48
2061.90
3.00
2055.42
11/09/2006
5.71
2061.90
3.00
2056.19
05/18/2007
6.50
2061.90
3.00
2055.40
11/13/2007
7.85
2061.90
3.00
1 2054.05
05/27/2008
7.01
2061.90
3.00
2054.89
11/18/2008
7.38
2061.90
3.00
2054.52
05/28/2009
5.63
2061.90
3.00
2056.27
11/05/2009
5.74
2061.90
3.00
2056.16
05/13/2010
5.90
2061.90
3.00
2056.00
11/08/2010
5.99
2061.90
3.00
2055.91
05/17/2011
5.85
2061.90
3.00
2056.05
11/15/2011
6.14
2061.90
3.00
2055.76
05/17/2012
5.87
2061.90
3.00
2056.03
11/07/2012
6.05
2061.17
3.00
2055.12
05/16/2013
5.84
2061.17
3.00
2055.33
11/20/2013
5.96
2061.17
3.00
2055.21
05/22/2014
5.96
2061.17
3.00
2055.21
11/18/2014
5.82
2061.17
3.00
2055.35
P:\Clement Pappas\Permit Motlifications\PennitUng\NC DENR\P.ttachments\Attachment N-Historic GW Elev.xls Page 3 of 5 '

Table 2
Current and Historical Groundwater Elevation Measurements
Clement Pappas
Hendersonville, North Carolina
Well Identification
Date Measured
(mm/dd/yyyy)
Depth to
Groundwater
(ft-BTOC)
Top of Casing
Elevation
(feet)
Top of Basing
Height Above
Ground Surface
(feet)
Groundwater
Elevation
(feet)
MW-7
05/15/2002
10.90
2062.70
3.00
2051.80
11/05/2002
11.35
2062.70
3.00
2051.35
05/13/2003
8.87
2062.70
3.00
2053.83
11/04/2003
10.78
2062.70
3.00
2051.92
05/05/2004
10.80
2062.70
3.00
2051.90
11/09/2004
9.70
2062.70
3.00
2053.00
05/17/2005
10.60
2062.70
3.00
2052.10
11/03/2005
11.09
2062.70
3.00
2051.61
05/24/2006
11.27
2062.70
3.00
2051.43
11/09/2006
9.71
2062.70
3.00
2052.99
05/18/2007
11.02
2062.70
3.00
2051.68
11/13/2007
11.76
2062.70
3.00
2050.94
05/27/2008
11.55
2062.70
3.00
2051.16
11/18/2008
11.63
2062.70
3.00
2051.07
05/28/2009
8.21
2062.70
3.00
2054.49
11/05/2009
9.89
2062.70
3.00
2052.81
05/13/2010
10.44
2062.70
3.00
2052.26
11/08/2010
11.12
2062.70
3.00
2051.58
05/17/2011
10.80
2062.70
3.00
2051.90
11/15/2011
11.43
2062.70
3.00
2051.27
05/17/2012
8.91
2062.70
3.00
2053.79
MW-7R
11/07/2012-
12.02
2062.86
3.00
2050.84
05/16/2013
10.29
2062.86
3.00
2052.57
11/20/2013
11.69
2062.86
3.00
2051.17
05/22/2014
11.38
2062.86
3.00
2051.48
11/18/2014
11.25
2062.86
3.00
2051.61
P:\Clement Pappas\Permit Modifications\Permitting\NC DENR\Attachments\Attachment N-Historic GW Elev.xls Page 4 of 5

Table 2'
Current and Historical Groundwater Elevation Measurements
Clement Pappas
Hendersonville, North Carolina
Well Identcation
Date Measured
(mm/dd/yyyy) ;
Depth to
Groundwater
. (ft-BTOC)
Top of Casing
Elevation
(feet)_
Top. of Casing
Height Above
Ground Surface
(feet)
Groundwater
Elevation
(feet)
' MW-8
05/15/2002
10.25
2061.40
3.00
2051.15
11/05/2002
10.35
2061.40
3.00
2051.05
, 05/13/2003
8.16
2061.40
3.00
2053.24 .
11/04/2003
10.23
2061.40
3.00
2051.17
05/05/2004
1o.30
2061.40
3.00
2051.10
11/09/2004
8.90
2061.40
3.00
2052.50
05/17/2005
10.08
2061.40
3.00
2051.32
11/03/2005
10.61
2061.40
3.00
2050.79
05/24/2006
10.60
2061.40
3:00
2050.80
11/09/2006
9.40
2061.40
3.00
2052.00
05/18/2007
10.31.
2061.40
3.00
2051.09
11/13/2007
11.09
2061.40
3.00
2050.31
05/27/2008
10.83
2061.40
3.00
2050.57
11/18/2008
11.11
2061.40
3.00
2050.29
05/28/2009
8.25
2061.40
3.00
2053.15
11/05/2009
9.22
2061.40
3.00
2052.18.
05/13/2010
9.88
2061.40
3.00
2051.52
11/08/2010
10.38
2061.40
3.00
2051.02
05/17/2011
10.27
2061.40
3.00
2051.13
11/15/2011
10.87
2061.40
3.00
2050.53
05/17/2012
8.03
2061.40
3.00
2053.37
11/07/2012
10.45
'2060.80
3.00
2050.35
05/16/2013
8.58
2060.80
3.00
2052.22
11/20/2013
10.34
2060.80.
3.00
2050.46
05/22/2014
9.79
2060.86
3.00
2051.01
11/18/2014
10.03
2360.80
3.00
2050.77
Notes:
1. ft-BTOC = feet below top of well casing.
2. MW-5 through MW-8 Top of Casing Elevations based upon a survey by Hill and Associates Surveyors
dated January 10, 2002 through May 2012.
3. MW-211 and MW-4 Top of Casing Elevations based upon differential level measurements made by
Altamont Environmental, Inc. on June 26, 2006 through May 2012. ,
4. Measurements were taken from the Top of Casing. Top of Casing Heights are given for reference only.
5. Groundwater Elevations = Top of Casing Elevation minus Depth to Groundwater.
6. The Top of Casing elevations for the monitoring wells were resurveyed on November 21, 2012
by Wes Cole Land Surveying.
P:\Clement Pappas\Permit Modificatcns\Permitting\NC DENR\Attachments\Attachment N-Historic GW Elev.xis Page 5 of 5

Attachment N
Power Outage Statement

CLEMENT PAPPAS 10
A SUBSIDIARY OF LASSONDE INDUSTRIES INC.
Re: Permit WQ0004797
Power Outages
To Whom It May Concern,
5/8/15
Water is supplied to Clement Pappas by the City of Hendersonville, there are no water
supply/storage tanks at the facility, all water used comes directly from city water piping.
In the event of a power outage discharges from the Clement Pappas facility cease. All control valves
in the facility are engineered to close in the event of a power outage.
The screening building, for wastewater treatment, has the capacity to store approximately 3,000
gallons of effluent from the facility, which should be considerably more than would be discharged
once the power failure happened.
Sanitary sewer discharged from the facility is discharged to the City of Hendersonville wastewater
treatment facility. The sanitary sewer pump station has a capacity of approximately 250 gallons
above the top float, giving this system a surge capacity in case of a power outage.
If power outages are projected to last longer than 1-2 hours employees are sent home, so no further
sanitary discharge is created.
Influent to the lagoon, during a power outage, would be restricted to rain water. The lagoon has a
reserve capacity of approximately 500,000 gallons, so it has capacity for sufficient rainfall during a
power outage.
The screening building and the sanitary sewer system have a monitoring system with _battery backup
that would alert operators to any power outage, thereby allowing them the opportunity to follow up
and assure that the above systems to be monitored as needed.
ShoulMnyes ions above, please respond as needed.
PVC Szelwa , ]ant Manager ement Pappas & Co, Inc.
125 Industrial Park Road, Hendersonville, NC 28792 • [phone] • Fax [phone] • www.clementpappas.com

Date:
To:
From:
DIVISION OF WATER RESOURCES
r Ouality Re Tonal Operations Section - CentraH
Regional Office Interoffice Mail Routing Cove • Sheet
B ARO- WQROS
❑ Landon Davidson
❑ ��tV e Ct-
❑ Other
❑ FRO- WQROS
❑ Belinda Henson
❑ Other
❑ MRO- WQROS
❑ Michael Parker
❑ Andrew Pitner
❑ Other
❑ RRO- WQROS
❑ Danny Smith
❑ Rick Bolich
❑ Other
❑ WaRO- WQROS
❑ David May
❑ Robert Tankard
❑ Other
❑ WiRO- WQROS
❑ Jim Gregson
❑ Morella Sanchez -King
❑ Other
❑ WSRO- WQROS
❑ Corey Basinger
❑ Sherri Knight
❑ Other
WQROS - C.O.
AUG - 5 2015
Water O"Mv Renitmsl Ooeratlons
For your ❑ Review/Information ❑ File
Please Respond With Comments: ❑ At your convenience; ❑ Within
receipt
Comments:
business days after
WQROS Regional Office Interoffice Mail Routing Cover Ver. 072014

MINESNEW •
E N GI N E ER I N G DROGEOLOGY
231 HAYWOOD STREET, ASHEVILLE. NC 28001
TEL.[phone] FAC.828.281.3351
W W W.A LTA MONTEN V I HONK ENTA L.CON
Jury 28, 2015
Mr. Troy Doby
North Carolina Department of Environment and Natural Resources
Division of Water Resources RECEIVEDIDENR/DWR
Water Quality Permitting Section - Non -Discharge Permitting Unit
1617 Mail Service Center JUL 3 0 2015
Raleigh, NC 27699-1617
Subject: Clement Pappas Non -Discharge Permit Renewal with Modifications
Application No. W00004797
� Water Quality
9 Section
Additional Information Request
Dear Mr. Doby,
Altamont Environmental, Inc. (Altamont), on behalf of Clement Pappas NC, Inc. (Clement Pappas), is presenting this
response to an Additional Information Request (AIR) by the North Carolina Department of Environment and Natural
Resources (DENR) Land Application Unit (LAU) dated July 10, 2015.
In response to your AIR, we provide the comments and the attached figures for your review:
A. Site Map:
1. Fields #1 through #5 are divided into zones. The zones are shown on the attached Figure 3. The fields
and setbacks are shown on Figure 2.
2. MW-07 has been relabeled MW-07R. All inactive wells have been removed from Figure 2.
Altamont, on behalf of Clement Pappas, appreciates your assistance with this project and hopes this information is
responsive to your needs. We look forward to approval of the permit renewal with modifications. If you have any
questions or would like additional information, please contact the undersigned at [phone].
Thank you very much.
Sincerely,
Altamont Environmental, Inc.
Tony Hauser, R.LA., P. E.
Enclosures: Additional Information Request
Figure 1
Figure 2
Figure 3
cc: Mr. Blake Kehoe, Clement Pappas
Ms. Tracy Wolfe, Clement Pappas
Mr. Nathaniel Thornburg, DENR
Ms. Beverly Price, DENR
P:\Clement Pappas\Permit Modifications\Correspondenoe\150727-DENR AIR.Doc

e��
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Blake Kehoe — Plant Engineer
Clement Pappas NC, Inc.
125 Industrial Park Road
Hendersonville, NC 28758
Dear Mr. Kehoe:
Donald R. van der Vaart
Secretary
July 10, 2015
Subject: Application No. W00004797
Additional Information Request
Clement Pappas WWTF
Wastewater Irrigation
Henderson County
Division of Water Resources' Central and Regional staff has reviewed the application package received
June 2, 2015. However, additional information is required before the review may be completed. Please
address the items on the attached pages no later than the close of business on August 10, 2015.
Please be aware that you are responsible for meeting all requirements set forth in North Carolina rules and
regulations. Any oversights that occurred in the review of the subject application package are still the
Applicant's responsibility. In addition, any omissions made in responding to the outstanding items in
Sections A, or failure to provide the additional information on or before the above requested date may
result in your application being returned as incomplete.
Please reference the subject application number when providing the requested information. All revised
and/or additional documentation shall be signed, sealed and dated (where needed), with three copies
submitted to my attention at the address below. In addition, an emailed copy will expedite the permit
renewal process.
If you have any questions regarding this request, please do not hesitate to contact me at [phone] or
[e-mail]. Thank you for your cooperation.
Sincerely,
Troy Doby, PE, Engineer
Division of Water Resources
cc: Asheville Regional Office, Water Quality Regional Operations Section
Anthony L. Hauser, PE — Altamont Environmental, Inc.[[e-mail]]
Permit Application File WQ0004797
Non,Discharge Permitting Unit
1617 Mail service Center, Raleigh, North Carolina 27699-1617
Phoney 919-807-64641Internet httul/oortal.ncdenr.ordweb?w
An Equal OpporWmry 1 Affirrnalive Action Employer - Made in pact wth recyded paper

Mr. Blake Kehoe
July 10, 2015
Page 2 of 2
A. Site May:
1. The site map submitted shows Fields 1 through 5, yet there are additional fields listed in the
permit renewal application. Specifically, these fields are: 1, 2, 3, 4, 5A, 5B, 6, 7A, 7B, 8, 9, 10
and 11. Field 5 is shown as one field on the map submitted, but fields 5A and 5B are listed on the
submission. Please show how the field is subdivid_ed and setbacks_. In addition, please show
fields 6 through 11 on a map.
2. - The monitoring -wells shown on the site map submitted had MW-07 at -the location of-MW-07R.
In addition, inactive wells MW-01, MW-02, MW-02R and MW-03 are shown when they should
not be.

I;
✓• .\
31
1-
-.-
SITE
u.
1 f •\
E '� ,`�141ountain Hgl�e
\
'I
A1C') 1. ..- Ems•♦.L �, I/ ' y, % _ 'fir
Mal
..aH1uL..
SOURCES:
1. FRUITLAND, HENDERSONVILLE, HORSESHOE, AND SKYLAND,
NORTH CAROLINA U.S.G.S QUADRANGLES; MAP DATES: 1985;
PHOTOREVISED: 1990 AND 1991.
2. PROPERTY BOUNDARY FROM HENDERSON COUNTY GIS.
ENGINEERING & HYD R 0 G E 0 L 0 GY
231 MAYl00D STREET. ASHEVILLE, NC 2E501
TEL.[phone] FAC.020.201.3351
•x X.1LE1XEX tEx(I ERXI,[XEEL-(En
MANAGER: CHRIS GILBERT SCALE: 1--2=
CLIENT: CLEMENT PAPPAS 1000' a low 201
DATE: 03/13/15
?\JT Z/Zb
GINE
N/ Y ...
NC FIRM LIC# C-2185
SITE LOCATION MAP I FIGURE
CLEMENT PAPPAS NC, INC. I �/
125 INDUSTRIAL PARK ROAD /
HENDERSONVILLE, NC

LEGEND
MONITORING WELL (IN USE)
PIEZOMETER
4' CONTOUR
100' CONTOUR
— -STREAM CENTERLINE
— PROPERTY BOUNDARY
BUILDINGS
o4'�ofEs 70 •.lf ,
SEAL
27261
E. P ?',` Fro c •. Jg,
p...L. YIP
NC FIRM LIC# C-2185
500 FOOT OFFSET OF
WASTEWATER IRRIGA_
TREATMENT AND STO
SOURCE:
I. AGRI-WASTE TECHNOLOGY,
INC. (AWT) MAY 4, 2001
IRRIGATION PLAN.
2. EARTH SYSTEMS ASSOCIATES,
LTD. FIGURE 3 LAND TREATMENT
SYSTEMS, UNDATED.
3. HENDERSON COUNTY GIS
WEBSITE ACCESSED mAY 5, 2015.
4. 2010 AERIAL ORTHOIMAGERY IS
FROM NC ONE MAP.
NOTES:
I. PROPERTY BOUNDARY LINES,
BUILDINGS, AND STREAM
CENTERLINES FROM HENDERSON
COUNTY GIS.
2. IRRIGATION FIELDS FROM AWT
IRRIGATION PLAN.
3. COMPLIANCE BOUNDARY
DETERMINED PER 15A NCAC 02L
.0107.
4. REVIEW BOUNDARY
DETERMINED PER 15A NCAC 02L
.0108.
eo oo'
SCALE I' = 600'

m
��;� tl ^ems •1 /
4-1
ALTAMONT) NVIRON,MENTAL, INC.
Il \�
.iAz
1�1
,
( 4
�l

q0URCFS
I. AGRI-WASTE
TECHNOLOGY, INC. MAY 4,
2001 IRRIGATION PLAN
2. EARTH SYSTEMS
ASSOCIATES, LTD. FIGURE
3 LAND TREATMENT
SYSTEMS,UNDATED.
3. HENDERSON COUNTY GIS
\P 1 1JLI,L, '
V27261 -
'. if?-71ts
f'�CtNE�R' JG�:
NC FIRM LIC# C-21K
ZONE 9
ZONE 8
L_
0' T00' 400' 800'
SCALE I" = 400'

ENGINEERING k HYDROCEOLOCY
i]I wreoao stl¢cr. nvewt[. N[ 2al01
TELMISL5W Eltotl.2ll. l
PROJECT MANAGER: CHRIS GILBERT
CLIENT: CLEMENT PAPPAS
WETTED AREAS
CLEMENT PAPPAS
125 INDUSTRIAL PARK ROAD
HENDERSONVILLE, NC
FIGURE
LWA

RO
E N G I N EER ING & H YDROGEOLOGY
231 HAYWOOD STREET. ASHEVILLE, NC 20801
TEL.[phone] FAC.828.281.3351
W WW.ALTANONTWNVINOMMWNTAL.COM
NON -DISCHARGE PERMIT APPLICATION
CLEMENT PAPPAS NC, INC.
125 INDUSTRIAL PARK ROAD
MOUNTAIN HOME, NORTH CAROLINA 28792
Prepared for
CLEMENT• PAPPAS
May 29, 2015
Prepared by
Altamont Environmental, Inc.
231 Haywood Street
Asheville, North Carolina 28801
[phone]

Price, Bev
From:
Doby, Troy
Sent:
Tuesday, July 28, 2015 1:04 PM
To:
Price, Bev
Cc:
Thornburg, Nathaniel
Subject:
Clement Pappas WWTF WQ0004797
Attachments:
Draft Permit WQ0004797.pdf
Follow Up Flag:
Follow up
Flag Status:
Flagged
Bev,
Since I sawyour name attached to the email from tt Edsel about the maps, I assume you have seen them. I'm
attaching the draft permit, but without Figures nd 3 attached. Our scanner is not working and I don't want to delay
things (or as little as possible). There w' I be 1x17 maps after Figure 1 and this is referenced in Attachment B. These
are Figures 2 and 3 of the attachment s n oday.
Under Additional Information of your Staff Report:
Paragraph 1: 1 added text to the description on the st page of the, permit. Take a look and tell me of any changes that
should be made. Also in the paragraph below, 1 dded the clause at the end that the contents of that paragraph were
covered by this permit.
Paragraph 2: Application IV.S: DAF is pretreatment d there is a wastewater chemical analysis submitted. It isn't filled
out, but as far as I'm concerned, it's not a prob�g : Especially since there is a chemical analysis of the wastewater.
Application IV.8: Because it is a monitoring well n not a more substantial structure, what documentation would be
needed?
Application VII.8: They would need to modify their ermit if there has been a change in spray heads, wouldn't they?
Have they made a modification?
Paragraph 3: The volumes are computed usiL�o/ar
1.60 res giving a volume required. The effective volume of 2.5-MG
aerated lagoon already has the 2 feet of freetaken out. The calculations are "straight' calculations of a volume
and then should be compared to 2.5-MG.
For Draft Comments
Cover Page— Bullet under conditions are new: W I have inserted is what I meant. I just wanted a place holder in case
I had them provide a copy of their permit with endersonville.
Condition 111.13 — Not sure if this is what you me t, but this is how I edited it.
Troy Doby, PhD, PE
Non -Discharge Permitting Unit
Water Quality Permitting Section
1617 Mail Service Center
Raleigh, NC 27699-1636
919-807-6336
http://Portal.ncdenr.org/web/wq/aps/lau

231 HAYWOOD STREET. ASHEVILLE. NC 28801
TEL.82a.281.3350 FAC.828.281.3351
W W W.ALTAMONTEN V I RONM CNTAL.COM.
July28, 2015
Mr. Troy Doby-
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Permitting Section - Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: Clement Pappas Non -Discharge Permit Renewal with Modifications
Application No. W00004797
Additional Information Request
Dear Mr. Doby,
Altamont Environmental, Inc, (Altamont), on behalf of Clement Pappas NC, Inc. (Clement Pappas), is presenting this
response to an Additional Information Request (AIR) by the North Carolina Department of Environment and Natural
Resources (DENR) Land Application Unit (LAU) dated July 10, 2015.
In response to your AIR, we provide the comments and the attached figures for your review:
A. Site Map:
1. Fields #I1 through #5 are divided into zones. The zones are shown on the attached Figure 3. The fields
and setbacks are shown on Figure 2.
2. MW-07 has been relabeled MW-07R. Ali inactive wells have been removed from Figure 2.
Altamont, on behalf of Clement Pappas, appreciates your assistance with this project and hopes this Information is
responsive to your needs. We look forward to approval of the permit renewal with modifications. If you have any
questions or would like additional Information, please contact the undersigned at [phone].
Thank you very much.
Sincerely,
Altamont Environmental, Inc.
Tony Hauser, R.LA., P. E.
Enclosures: Additional.information Request
Figure 1
Figure 2
Figure 3
cc: Mr. Blake Kehoe, Clement Pappas
Ms. Tracy Wolfe, Clement Pappas
Mr. Nathaniel Thornburg, DENR
Ms. Beverly Price, DENR
P:\Clement Pappas\Permit Modifications\Correspondence\150727-DENR AIR.Doc

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Blake Kehoe — Plant Engineer
Clement Pappas NC, Inc.
125 Industrial Park Road
Hendersonville, NC 28758
Dear Mr. Kehoe:
Donald R. van der Vaart
Secretary
July 10, 2015
Subject: Application No. WQ0004797
Additional Information Request
Clement Pappas WWTF
Wastewater Irrigation
Henderson County
Division of Water Resources' Central and Regional staff has reviewed the application package received
June 2, 2015. However, additional information is required before the review may be completed. Please
address the items on the attached pages no later than the close of business on August 10, 2015.
Please be aware that you are responsible for meeting all requirements set forth in North Carolina rules and
regulations. Any oversights that occurred in the review of the subject application package are still the
Applicant's responsibility. In addition, any omissions made in responding to the outstanding items in
Sections A, or failure to provide the additional information on or before the above requested date may
result in your application being returned as incomplete.
Please reference the subject application number when providing the requested information. All revised
and/or additional documentation shall be signed, sealed and dated (where needed), with three copies
submitted to my attention at the address below. In addition, an emailed copy will expedite the permit
renewal process.
If you have any questions regarding this request, please do not hesitate to contact me at [phone] or
[e-mail]. Thank you for your cooperation.
Sincerely,
Troy Doby, PE, Engineer
Division of Water Resources
cc: Asheville Regional Office, Water Quality Regional Operations Section
Anthony L. Hauser, PE — Altamont Environmental, Inc. [e-mail]]
Permit Application File WQ0004797
Non -Discharge Permitting Unit
1617 Mail service Center, Ralegh, North Carolina 27699-1617
Phone: 91MO7-64641 Internet: hfo://portal.nodenr.omlwebWg
An Equal OpporlunitylAtNmatve Action Employer— Made In pat with recycled paper

4
Mr. Blake Kehoe
July 10, 2015
Page 2 of 2
A. Site Mal):
1. The site map submitted shows Fields 1 through 5, yet there are additional fields listed in the
permit renewal application. Specifically, these fields are: 1, 2, 3, 4, 5A, 5B, 6, 7A, 7B, 8, 9, 10
and 11. Field 5 is shown as one field on the map submitted, but fields 5A and 5B are listed on the
submission. Please show how the field is subdivided and setbacks. In addition, please show
fields 6 through 11 on a map.
2. The monitoring wells shown on the site map submitted had MW-07 at the location of MW-07R.
In addition, inactive wells MW-01, MW-02, MW-02R, and MW-03 are shown when they should
not be.

t
SOURCES
1, FRUITLAND, H_ENDERSONVILLE, HORSESHOE, AND'SKYLAND,
NORTH CAROLINA U;S;G,S QUADRANGLES; MAP DATES: 1995;
PHOTOREVISED: 199D AND 1991.
2. PROPERTY BOUNDARY FROM HENDERSON COUNTY GIB.
'll N O IN E E'R HN 0�" A c. 'H Y'D R 0'O;E'"0 1. O C Y
231 HAYWOOD STREET, ABNe VMLE, NC28801
T,EL.B28.231.3350 FAC.B20.291.3351
gtltl.l lT 1NOX T[IITI[OB XC1[T1L. [OX
SCALE: 1"=2000'
00, o' loco' 20
NC FIRM I -IC# C-2'185
SITE LOCATION MAP
CLEMENT PAPPAS NC, INC.
125 INDUSTRIAL PARK ROAD
HENDERSONVILLE, NC
FIGU
I

Ski
4 LVY ♦ G� A inr c '+,° " b ;'q § '} n k > .1
c P i lA r K^� "`: 1 6 x x ♦• ♦ • i y n a n ",i Fr 7d • FAY"".t 1'lel P rip�'i v 2 /I aS ; ♦♦ r„ q .lA-
Mw un Ilk'
Y Drol ttr l�", LPYr�P .Y.` 1 , ` n.,r7�r ♦ '�"
- v 1\ n AP :, ". .^ d ♦ ♦• tx "* ,. Mt' + '�.kL 'l, d LA L " !. 4y l ♦ _1'. r ..
I 0 4
cam. ' n4 r7 .YY�,� ,n F Air} r '.• jv
x. LbA L i L s- r 74n1 x x; 1 , e� ,,__pp L erJ w•" �, e s r +� a gg'♦ i♦," 5 ! i
r/ l,Ar • �a �"n • w:' dY. Y Pv '�`, t 4 ':' � t x'-Ye
m� n1'' gro. p 1 r lr. �""` � N lc. t ' "i x • 9a '*Ur 4 �. 8 iLr x •^ai "
1 � �y t 'St i x ♦ ♦ r it d, Ye 'i LLL.. r 1 "ii"x r' � / r�� ♦ 1 4 M �'S
9 1' s.A 5Wv Ih7 p. IRf
11 r x u I rY f M�.x�y ,y♦, �Nl� �1 AAA+' rq `PM...fr " ` ::b'F NA f A L{q?�y(�yi
`
� }7*pr 'e �u`a W� � \�41 r�"' �v, n �xF-a' �n '.ro '�' w, ",�.i1a 'ry"mn .,� F � n �.j fr4�x-�i'jr � yiar+,iA �...�y *�t Ax r •aV is Ld
! ♦ A r' k t T1 1 - A i' r i sr RV . ,� l 6+ - e y r 1. 1 Y
R �' 1 l i ..4 A 4 i 1. � h '.�M_ V r; `^ • N! A • 1 IS .. �i
M !gyp /�:� � � f A �/�Y aP'a O� r � S'N 6 1 [V a �� �/ ir�LA-.r',11 � AP�W}y� r� 9 �j�A1Vn'i r kT AA. •� \ 1"eY." VF y✓u}
JI `! lf�.
r iA.1 �' L \\ ♦x� .4b�y�i ]�d [r7~ "v `�4ti^/�4 _ 1 i:'r �! 1 fl -IN ; r }*
riiil U1 -'7 if( Y�L r. r' v: r rat'. ,.� Lr v r ux`!J" F 4 `tr ^n v�,• °rA 4 a+
A r `' �� a . F+r , x 1 n < q\ • r` y f . " ♦°' Y G .A `�1i'.
+ '"�. U *^_ ,vP . 5 '' �,r r.4�' 4♦ q5� �� �` P'r r�ir fixLta sr}A As r�•:rr nv�a.� ", ✓.+5� .�jv�
\ •�\ ♦4 '84 {%fr%i
R"°L'"+, .5,• r" y,tl;: VA
♦ `.i'^.' � L i _ A 4 � ti.® 1®, t 14 f z � �"�'"*.... 1 ~ � v w• • stir•
% xLc� , cix � �aa� `�, x,;,, �q ,x • r '9�.. nx , �� i� r `Ca$P }ro\ ��l..d 7 j r � 4�" },i'Tn
r
SOURCE: r*'q i:.* .M/ - �. 1 x 4 e 1 fr')� st G�![} 4n , iv�•� 1�, p f!
LL `yYb9 i 4 "i ,^`r,.i va P7 L.f
i
TREATMENT
♦ MONITORING ..WELL (IN USE) 2. EARTH SYSTEMS ASSOCIATES,
♦ UNDATED.
5. r•M3 i
U,
CONTOUR : rHENr r ACCESSED n M'n r ". F ' '-KY IW"°�"Yk.q�l1 x�riu ei Jd'+PK r#r• ri '�
4. 2010 AERIAL ORTHOIMAGERY 15fr w J\``y�' .^rj ~. 4:." 5♦"`��"Wr Aa «vwi� n n*ir•3 f
FROM NC ONE
4 x • •TES: n nr y ,� j" l /'Aq. GA
---STREAM CENTERLINE 1. PROPERTY BOUNDARY °�^�q°il.k r fs�"�'A'T"1k.�COUNTY GIS..r
BUILDINGS, AND STREAM
..♦• BOUNDARY.♦ r ♦ l Y`f ifxi5..� a `• i rc 5 4-f
IRRIGATIONBUILDINGS 2. IRRIGATION FIELDS FROM AWT
et• L Lr ^.v L il..
DARY
o- yAy:
DETERMINED O2L.
.0107, 4. REVIEW BOUNDARY
.1 •,^f ii �/ f •+ I F 4 1E1 fi'yn j F i l
DETERMINED x :f�CA__y�,,�11 yyLAY 11[�PflJk ._.iMiYlii
r r n'A`,' Y-.' A.v ro tr nn^r x F"ia.I: 1

goll rFq,
I. AGRI-WASTE
TECHNOLOGY, INC. MAY 4,
2001 IRRIGATION PLAN
2. EARTH SYSTEMS
ASSOCIATES, LTD. FIGURE
3 LAND TREATMENT
SYSTEMS, UNDATED.
3. HENDERSON COUNTY GIS
ol no. 400, Boo.
SCALE I' = 400'
't k G Ch LE MLOO 11i Y OR 00 E 9 UO BY
GILBERT
WETTED AREAS
CLEMENT PAPPAS
125 INDUSTRIAL PARK ROAD
HENDERSONVILLE, NC
FIGURE
Ic
c

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
DATE OF PERMIT
BLAKE KEHOE — PLANT ENGINEER
CLEMENT PAPPAS NC, INC.
125 INDUSTRIAL PARK ROAD
HENDERSONVILLE, NC 28758
Dear Mr. Kehoe:
Donald R. van der Vaart
Secretary
Subject: Permit No. W00004797
Clement Pappas WWTF
Wastewater Irrigation System
Henderson County
In accordance with your permit renewal with major modification request received June 8, 2015,
—and subsequent additional information received r we are forwarding
herewith Permit No. WQ0004797 dated to Clement Pappas NC, Inc. for the
continued operation of the subject wastewater treatment and irrigation facilities.
The modifications to the subject permit are as follows:
Increase the permitted flow from 83,000 to 185,000 gallons per day.
2. Removal of a 1.75-MG above -ground wastewater storage tank from the permit since it
was not constructed.
One of the changes listed in the narrative does not require a permit change since it is not
contained in the permit description of November 19, 2012, i.e., the replacement of four existing 15-HP
aerators with four 50-HP Aqua -Jet aerators requires no permit modification. The permit is left with the
general wording that it is a 2.5-MG aerated lagoon without the specific details of how the lagoon is
aerated.
This permit shall be effective from the date of issuance until W- IRATION DATE, shall void
Permit No. WQ0004797 issued October 12, 2012 and corrections made November 19, 2012, and shall be
subject to the conditions and limitations as specified therein. Please pay particular attention to the
monitoring requirements listed in Attachments A, B and C for they may differ from the previous permit
issuance. Failure to establish an adequate system for collecting and maintaining the required operational
information shall result in future compliance problems.
For your convenience, customized electronic copies of your facility's NDMR and NDAR-1
reporting forms are available for download at: httv://Vortal.ncdenr.org/web/wci/al2sAau/repgrting.
Please note the following permit conditions have been removed since the last permit
issuance dated November 19, 2012:
Non -Discharge PeniPong Unit
1617 Mail Service Cenler. Ralegh. North Carolina 27699-1617
Phone: 919.807b1641Internet htlo:l/oortal.ncdenromAveh*
An Equal OppoMnlry 1ARtmatire Aden Empeyer-Made in oat with recyded paper

Mr. Blake Kehoe
DATE OF PERK"
Page ? of N
1. Old Condition 1.1: The facilities (with the exception of the 1.75-MG storage lagoon)
contained in old permit have been constructed and placed in operation.
2. Old Condition I.2: The Asheville regional office has been notified of construction.
3. Old Condition IV.13.f: There is no infiltration basin. l t 12
Please note the following permit conditions are new since the last permit issuance dated
November 19, 2012:
➢ Leave in case need to add schedule for producing permit to hookup to sanitary
_� Isewer system.
7
Remove if they have already completed permit process. Ij 164 4oe-5 ks wwtn
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall 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 at 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
One set of approved specifications is being forwarded to you. If you need additional information
concerning this permit, please contact Troy Doby at [phone] or [e-mail].
Sincerely,
S. Jay Zimmerman, Director
Division of Water Resources
cc: Henderson County Health Department (Electronic Copy)
Asheville Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Anthony L. Hauser, PE — Altamont Environmental[[e-mail]]
(Electronic Copy)
Beth Buffington, Public Water Supply Section — Protection and Enforcement Branch (Electronic
Copy)
Central Files
Digital Permit Archive (Electronic Copy)

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL
RALEIGH
WASTEWATER IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
CLEMENT PAPPAS NC, INC.
Henderson County
FOR THE
continued operation of a 185,000 gallon per day (GPD) wastewater treatment and irrigation facility
consisting of:
a separation basin, a 100-GPM pump station, approximately 2,200 linear feet of 6-inch force main, a 2.5-
MG aerated lagoon, two 475-GPM spray irrigation pumps, spray irrigation fields a 475-GPM transfer
pump, approximately 650 linear feet of 4-inch force main, a Rosemount magnetic flowmeter, and all
associated piping, valves, controls, spray heads and appurtenances,
to serve the Clement Pappas Mountain Home Facility, with no dischaz a of wastes to surface waters,
pursuant to the application received June 8, 2015, and subsequent additional
information received by the Division of Water Resources,= and in conformity with the project plans,
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 EXPIRATION_DAT shall void Permit No.
W00004797 issued October 12, 2012 and corrections made November 19, 2012, and shall be subject to
the following specified conditions and limitations:
I. SCHEDULES
1. No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note Rule 15A
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application. [15A NCAC 02T .0105(d), 02T .0106, 02T .0109, 02T .0115(c)]
II. PERFORMANCE STANDARDS
W00004797 Version2.0 Shell Version 150213 Pagel of8

1. The subject non -discharge facilities shall be effectively maintained and operated at all times so there
is no discharge to surface waters, nor any contravention of groundwater or surface water standards.
In the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions
due to improper operation and maintenance, or failure of the irrigation areas to adequately assimilate
v the effluent, the Permittee shall take immediate corrective actions including Division required actions,
such as the construction of additional or replacement wastewater treatment or irrigation facilities.
[G.S. 143-215.1, 143-213.3(a)]
a/2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or
surface water resulting from the operation of this facility. [15A NCAC 02B .0200, 02L .0100]
113. Effluent quality shall not exceed the limitations specified in Attachment A. [15A NCAC 02T
.0108(b)(1), 15A NCAC 02T .0505(b)]
1/4. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in
Attachment B. [15A NCAC 02T .0505(c), 02T .0505(n)]
5. This disposal system was individually permitted on or after December 30, 1983; therefore, the
/ compliance boundary is established at either 250 feet from the effluent disposal area, or 50 feet within
t/ the property boundary, whichever is closest to the effluent disposal area. An exceedance of
groundwater standards at or beyond the compliance boundary is subject to remediation action
according to 15A NCAC 02L .0106(d)(2) as well as enforcement actions in accordance with North
Carolina General Statute 143-215.6A through 143-215.6C. [15A NCAC 02L .0106(d)(2), 02L
.0107(b)]
6. In accordance with 15A NCAC 02L .0108, the review boundary is established midway between the
compliance boundary and the effluent disposal area. Any exceedance of groundwater standards at the
review boundary shall require action in accordance with 15A NCAC 02L .0106. [15A NCAC 02L
.0106, 02L .0108]
✓7. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary. [ 15A NCAC 02L .0107(c)]
In accordance with 15A NCAC 02L .0107(d), no wells, excluding Division approved monitoring
wells, shall be constructed within the compliance boundary except as provided for in 15A NCAC 02L
.0107(g). [15A NCAC 02L .0107]
/9. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure any landowner who is
not the Permittee and owns land within the compliance boundary shall execute and file with the
Henderson County Register of Deeds an easement running with the land containing the following
items:
a. A notice of the permit and number or other description as allowed in 15A NCAC 02L .0107(f)(1);
b. Prohibits construction and operation of water supply wells within the compliance boundary; and
c. Reserves the right of the Permittee or the State to enter the property within the compliance
boundary for purposes related to the permit.
The Director may terminate the easement when its purpose has been fulfilled or is no longer needed.
[15A NCAC 02L .0107(f)]
0. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for irrigation sites permitted under 15A NCAC 02H .0200 shall be as follows (all
distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 400
ii. Surface waters: 100
W00004797 Version 2.0 Shell Version 150213 Page 2 of 8

iii. Groundwater lowering ditches:
iv. Any well with exception of monitoring wells:
v. Any property line:
vi. Public right of way:
100
100
150
50
b. The setbacks for storage and treatment units permitted under 15A NCAC 02H .0200 / 15A NCAC
02T .0500 shall be as follows (all distances in feet):
i. Any well with exception of monitoring wells:
ii. Any property line:
100
50
Some of the setbacks specified above may not have been included in previous permits for this waste
treatment and disposal system. These setbacks are not intended to prohibit or prevent modifications,
which are required by the Division, to improve performance of the existing treatment facility. These
setbacks do, however, apply to the modifications of the treatment and disposal facilities that are for
the purpose of increasing the flow that is tributary to the facility. These setbacks do apply to any
expansion or modification of the irrigation areas and apply in instances in which the sale of property
would cause any of the setbacks not to be complied with, for the treatment and disposal facilities, to
be violated. The applicant is advised that any modifications to the existing facilities will require a
permit modification.
[15A NCAC 02H .02190)]
III. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times. The facilities shall be effectively
maintained and operated as a non -discharge system to prevent the discharge of any wastewater
1/ resulting from the operation of this facility. The Permittee shall maintain an Operation and
Maintenance Plan, which at a minimum shall include operational functions, maintenance schedules,
safety measures and a spill response plan. [15A NCAC 02T .0507]
2. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, in accordance with 15A NCAC 08G .0200 the
/ Permittee shall designate and employ a certified operator in responsible charge (ORC) and one or
�✓ more certified operator(s) as back-up ORC(s). The ORC or their back-up shall visit the facilities in
accordance with 15A NCAC 08G .0200, and shall comply with all other conditions specified in the
previously cited rules. [15A NCAC 02T .0117]
3. A suitable year round vegetative cover shall be maintained at all times, such that crop health is
/ optimized, allows for even distribution of effluent and allows inspection of the irrigation system.
l/ [15A NCAC 02T .0108(b)(1)]
/ 4. Adequate measures shall be taken to prevent effluent ponding in or runoff from the irrigation sites
\ listed in Attachment B. [15A NCAC 02T .0108(b)(1)]
^/5. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff. [15A NCAC 02T .0108(b)(1)]
All irrigation equipment shall be tested and calibrated at least once per permit cycle. Calibration
\ records shall be maintained at the facility for a period of no less than five years, and shall be made
available to the Division upon request. [15A NCAC 02T .0108(b)(1)]
✓7. Only effluent from Clement Pappas WWTF shall be irrigated on the sites listed in Attachment B.
[G.S. 143-215.11
V. No automobiles or machinery shall be allowed on the irrigation sites except during equipment <
installation or while maintenance is being performed. [15A NCAC 02T .0108(b)(1)]
W00004797 Version 2.0 Shell Version 150213 Page 3 of 8

(/9. Public access to the irrigation sites and wastewater treatment facilities shall be prohibited. [15A
NCAC 02T .0505(q)]
/10. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in
accordance with 15A NCAC 02T A 100. The Permittee shall maintain a residual management plan
pursuant to 15A NCAC 02T .0508. [15A NCAC 02T .0508, 15A NCAC 02T .1100]
✓11. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited. [15A NCAC 02T .05050)]
I� 12. Freeboard in the lagoon shall not be less than two feet at any time. [15A NCAC 02T .0505(d)]
13. A gauge to monitor waste levels in the lagoon shall be provided. This gauge shall have readily visible
permanent markings, at inch or tenth of a foot increments, ring elevations:
maximum liquid level at the top of the temporary liquid storage volume; iainv, �^++he
emporar e and the lowest point on top of the dam. [15A NCAC
02T .0108(b)(1)]
14. A protective vegetative cover shall be established and maintained on all earthen embankments (i.e.,
outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs,
t/ and other woody vegetation shall not be allowed to grow on the earthen dikes or embankments.
Earthen embankment areas shall be kept mowed or otherwise controlled and accessible. [15A NCAC
02T .0108(b)(1)]
15. Waste application activities shall not occur when the vertical separation between depth of application
and the water table is less than three (3) feet. Verification of the water table elevation can be
confirmed by water level readings obtained from the monitor well(s) near the site or auger boring(s),
{ V which must be done within 24 hours prior to application of wastewater. Any open borings must be
�ts,T ' properly filled with native soil prior to application to decrease the chance of any waste contaminating
the ground water. However, application may continue to take place when the separation distance is
between one and three feet as a result of application activities, but at no time will it be less than one
foot. [15A NCAC 02T .0108(b)(1)]
16. Prior to each application (year round) in Irrigation Field 5 and the southern portion of Irrigation Field
As,,2 4, the•Permittee shall use the piezometers to determine if the ground water table is within three (3)
feet of the surface, and shall record the ground water elevation in relation to the surface (See
Condition IV.3). [15A NCAC 02T .0108(b)(1)]
17. If it is determined by the Division that the ground water table in the lowland fields is repeatedly
within the three (3) foot vertical separation, and that continual loading will only decrease the vertical
separationidistance and possibly adversely affect the groundwater quality, the Division shall require
�i that use of irrigation Field 5 and Irrigation Zone 2 of Field 4 be discontinued indefinitely. [15A
NCAC 02T .0108(b)(1)]
IV. MONITORING AND REPORTING REOUII2EMENTS
1. Any Division -required monitoring (including groundwater, plant tissue, soil and surface water
1/ analyses) necessary to ensure groundwater and surface water protection shall be established, and an
acceptable sampling reporting schedule shall be followed. [15A NCAC 02T .0108(c)]
2. A Division -certified laboratory shall conduct all laboratory analyses for the required effluent,
groundwater or surface water parameters. [15A NCAC 02H .0800]
/3. Flow through the treatment facility shall be continuously monitored, and daily flow values shall be
v reported on Form NDMR.
W00004797 Version 2.0 Shell Version 150213 Page 4 of 8

The Permittee shall install and maintain an appropriate flow measurement device to ensure the
accuracy and reliability of flow measurement consistent with accepted engineering and scientific
practices. Selected flow measurement devices shall be capable of measuring flows with a maximum
deviation of less than ten percent from true flow; accurately calibrated at a minimum of once per year;
and maintained to ensure the accuracy of measurements is consistent with the selected device's
accepted capability. The Permittee shall maintain records of flow measurement device calibration on
file for a period of at least five years. At a minimum, documentation shall include:
a. Date of flow measurement device calibration,
b. Name of person performing calibration, and
c. Percent from true flow.
[15A NCAC 02T .0105(k)]
/4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for
V the parameters specified in Attachment A. [15A NCAC 02T .0108(c)]
5. The Permittee shall maintain adequate records tracking the amount of effluent irrigated. At a
minimum, these records shall include the following information for each irrigation site listed in
Attachment B:
a. Date of irrigation;
b. Volume of effluent irrigated;
c. Site irrigated;
d. Length of time site is irrigated;
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings;
f. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B;
g. Weather conditions; and
h. Maintenance of cover crops.
[15A NCAC 02T.0108(c)]
6. Freeboard (i.e., waste level to the lowest embankment elevation) in the 2.5-MG aerated lagoon shall
be measured to the nearest inch or tenth of a foot, and recorded weekly. Weekly freeboard records
shall be maintained at the facility for a period of no less than five years, and shall be made available
to the Division upon request. [15A NCAC 02T .0108(c)]
7. Three copies of all monitoring data (as specified in Conditions IV.3. and IVA.) on Form NDMR for
each PPI and three copies of all operation and disposal records (as specified in Conditions IV.5. and
IV.6.) on Form NDAR-I for every site in Attachment B shall be submitted on or before the last day of
V the following month. If no activities occurred during the monitoring month, monitoring reports are
still required documenting the absence of the activity. All information shall be submitted to the
following address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[15A NCAC 02T.0105(1)]
8. A record shall be maintained of all residuals removed from this facility. This record shall be
maintained at the facility for a period of no less than five years, and shall be made available to the
Division upon request. At a minimum, this record shall include:
a. Name of the residuals hauler;
b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality
agreeing to accept the residuals;
c. Date the residuals were hauled; and
W00004797 Version 2.0 Shell Version 150213 Page 5 of 8

d. Volume of residuals removed.
[15A NCAC 02T .0108(bx 1)]
9. A maintenance log shall be maintained at this facility. This log shall be maintained at the facility for
a period of no less than five years, and shall be made available to the Division upon request. At a
minimum, this log shall include:
a. Date of calibration of flow measurement device;
b. Visual observations of the plant and plant site; and
c. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing,
inspections and cleanings, etc.).
[15A NCAC 02T .0108(bx 1)]
10. Monitoring wells shall be sampled after construction and within 3 months prior to initiating non -
discharge disposal operations. Monitoring wells shall be sampled thereafter at the frequencies and for
l/ the parameters specified in Attachment C. All mapping, well construction forms, well abandonment
forms and monitoring data shall refer to the permit number and the well nomenclature as provided in
Attachment C and Figure 1. [15A NCAC 02T .0105(m)] $�0t,kL4 iij e_ W it New"
11. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance
Monitoring Form (GW-59), along with attached copies of laboratory analyses, on or before the last
working day of the month following the sampling month. The Compliance Monitoring Form (GW-
r' 59) shall include this permit number, the appropriate well identification number, and one GW-59a
V certification form shall be submitted with each set of sampling results. All information shall be
submitted to the following address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[15A NCAC 02T .0105(m)]
12. An annual representative soils analysis (i.e, Standard Soil Fertility Analysis) shall be conducted on
each irrigation site listed in Attachment B. These results shall be maintained at the facility for a
period of no less than five years, and shall be made available to the Division upon request. At a
minimum, the Standard Soil Fertility Analysis shall include the following parameters:
Acidity
Exchangeable Sodium Percentage
Phosphorus
Base Saturation (by calculation)
Magnesium
Potassium
Calcium
Manganese
Sodium
Cation Exchange Capacity
Percent Humic Matter
Zinc
Copper
pH
[15A NCAC 02T.0I08(c)]
13. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number (828)
2964500, as soon 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. Treatment of wastes abnormal in quantity or characteristic, including the known passage of a
hazardous substance.
b. Any process unit failure (e.g., mechanical, electrical, etc.), due to known or unknown reasons,
rendering the facility incapable of adequate wastewater treatment.
WO0004797 Version 2.0 Shell Version 150213 Page 6 of 8

c. Any facility failure resulting in a by-pass directly to receiving surface waters.
d. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
e. Ponding in or runoff from the irrigation sites.
Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone].
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to be taken to ensure the problem does not recur. [15A NCAC 02T .0105(1), 02T
.0108(b)(1)]
V. INSPECTIONS
The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
wastewater treatment and irrigation facilities. [15A NCAC 02T .0108(b)]
2. The Permittee or their designee shall inspect the wastewater treatment and irrigation facilities to
prevent malfunctions, facility deterioration and operator errors resulting in discharges, which may
cause the release of wastes to the environment, a threat to human health or a public nuisance. The
Permittee shall maintain an inspection log that includes, at a minimum, the date and time of
inspection, observations made, and any maintenance, repairs, or corrective actions taken. The
Permittee shall maintain this inspection log for a period of five years from the date of the inspection,
and this log shall be made available to the Division upon request. [15A NCAC 02T .0108(b)]
3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the wastewater treatment and irrigation facilities
permitted herein at any reasonable time for the purpose of determining compliance with this permit;
may inspect or copy any records required to be maintained under the terns and conditions of this
permit, and may collect groundwater, surface water or leachate samples. [G.S. 143-21.5.3(a)(2)]
VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statutes 143-
215.6A to 143-215.6C. [G.S. 143-215.6A to 143-215.6C]
,./2. This permit shall become voidable if the permitted facilities are not constructed in accordance with
the conditions of this permit, the Division approved plans and specifications, and other supporting
documentation. [15A NCAC 02T .0110]
3. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, Division approved plans and specifications, and other supporting documentation. No
variances to applicable rules governing the construction or operation of the permitted facilities are
granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T
.0105(n). [G.S. 143-21.5.1]
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies
(e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules
in 15A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4
and under General Permit NCGO10000; any requirements pertaining to wetlands under 15A NCAC
02B .0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of Chapter 143 of
the General Statutes. [15A NCAC 02T .0105(c)(6)]
WQ0004797 Version 2.0 Shell Version 150213 Page 7 of 8

5. In the event the permitted facilities change ownership or the Permittee changes their name, a formal
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate property ownership documentation and other supporting
documentation as necessary. The Permittee of record shall remain fully responsible for maintaining
and operating the facilities permitted herein until a permit is issued to the new owner. [15A NCAC
02T .0104]
1. The Permittee shall retain a set of Division approved plans and specifications for the life of the
facilities permitted herein. [15A NCAC 02T .0108(b)(1)]
/ 7. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or
1/ permitted under another permit issued by the appropriate permitting authority. [15A NCAC 02T
.01050)]
8. This permit is subject to revocation or unilateral modification upon 60-day notice from the Division
l� Director, in whole or part for the requirements listed in 15A NCAC 02T .0110. [15A NCAC 02T
.01101
t� 9. Unless the Division Director grants a variance, expansion of the permitted facilities contained herein
shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b). [15A
NCAC 02T .0120]
l/ 10. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to
pay the annual fee accordingly shall because for the Division to revoke this permit. [ 15A NCAC 02T
.0105(e)(3)]
Permit issued this the O O h # day of MONTH YEAR®
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
S. Jay Zimmerman, Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number W00004797
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ATTACHMENT A — LIMITATIONS AND MONITORING REQUIREMENTS
PPI 001— W W TF Effluent
Permit Number: W00004797 Version: 2.0
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCS
Code
Parameter Description
Units of
Measure
Monthly
Average
Monthly
Geometric Mean
Daily Minimum
Daily Maaimum
Measurement
Frequency
Sample
Type
00310
BOD, 5-Day (20 °C)
mg/L
®-
Monthly
Grab
00916
Calcium, Total (as Ca)
mg/L
Monthly
Grab
00340
Chemical Oxygen Demand, COD
mg/L
-
Monthly
Grab
-
31616
Coliferm, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
-
-
Monthly
Grab
50050
Flow, in Conduit or thru Treatment Plant
GPD
185,000
Continuous
Recorder
-
-
-
00927
Magnesium, Total (as Mg)
mg/L
Monthly
Grab
-
-
-
00630
Nitrite plus Nitrate, Total (as N)
mg/L
-
-
®
Monthly
Grab
00610
Nitrogen, Ammonia Total (as N)
mg/L
Monthly
Grab
-
-
-
00625
Nitrogen, Kjeldahl, Total (as N)
mg/L
-
-
-
Monthly
Grab
00400
PH
so
Monthly
Grab
00665
Phosphorus, Total (as P)
mg/L
Monthly
Grab
®
00931
Sodium Adsorption Ratio
-
-
Monthly
Calculated
00929
Sodium, Total (as No)
mg/L
-
-
-
Monthly
Grab
00530
Solids, Total Suspended
mg/L
Monthly
Grab
-
-
-
1. Flow Recorded at Influent Point.
W00004797 Version 2.0 Attachment A Page 1 of 1

THIS PAGE BLANK

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
Clement Pappas NC, Inc. — Clement Pappas NC Facility
Permit Number: W00004797 Version:2.0
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Field
Owner
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Hourly
Rate
Yearly
Max
Units
1
Clement Pappas NC, Inc.
Henderson
350 22' 33"
82" 28' 53"
4.60
BaB —Bradson
01284 —Non-Discharge Application Rate
0.20
52
inches
2
Clement Pappas NC, Inc.
Henderson
35" 22' 35" .
82" 28' 51"
4.10
BaC - Bradson
01284 =Non -Discharge Application Rate
0.20
52
inches
3
Clement Pappas NC, Inc.
Henderson
35" 22' 37"
82" 28' 49"
4.40
BaC - Bradson
01284 —Non-Discharge Application Rate
0.20
52
inches
4
Clement Pappas NC, Inc.
Henderson
35" 22' 29"
82" 28' 54"
3.30
Cc - Codorus
01284 —Non-Discharge Application Rate
0.20
52
inches
5A
Clement Pappas NC, Inc.
Henderson
35022' 45"
82" 29' 19"
2.20
Bradson
01284 —Non-Discharge Application Rate
0.20
52
inches
5B
Clement Pappas NC, Inc.
Henderson
35" 22' 37"
82" 28' 59"
3.18
BaB —Bradson
01284—Non-Discharge Application Rate
0.20
52
inches
6
Clement Pappas NC, Inc.
Henderson
35" 22' 40"
82" 28' 57"
4.86
BaC - Bradson
01284 —Non-Discharge Application Rate
0.20
52
inches
7A
Clement Pappas NC, Inc.
Henderson
35" 22' 44"
82" 29' 03"
3.42
BaB —Bradson
01284 —Non-Discharge Application Rate
0.20
52
inches
7B
Clement Pappas NC, Inc.
Henderson
350 22' 44"
82" 29' 09"
1.44
Bradson
01284 —Non-Discharge Application Rate
0.20
52
inches
8
Clement Pappas NC, Inc.
Henderson
35" 22' 47"
820 29' 19"
5.24
Cc - Codorus
01284 —Non-Discharge Application Rate
0.20
52
inches
9
Clement Pappas NC, Inc.
Henderson
350 22, 50"
82° 29' 19"
5.25
Co - Codorus
01284 —Non-Discharge Application Rate
0.20
52
inches
10
Clement Pappas NC, Inc.
Henderson
350 22' 50"
82" 29' 36"
4.15
Co - Codorus
01284 —Non-Discharge Application Rate
0.20
52
inches
11
Clement Pappas NC, Inc.
Henderson
35" 22' 47"
82" 29' 37"
4.35
Cu - Comas
01284 —Non-Discharge Application Rate
0.20
52
inches
Totals
50.49
W00004797 Version 2.0 Attachment B Page 1 of 1

THIS PAGE BLANK

ATTACHMENT C — GI;OUNDjYATEbi MO VORING D LIMITATIONS Permit Number: W00004797 Version: 2.0,
Monitoring wells: 4, MW-5, MW--6, MW-7R, MW✓-8, MW-9�— Ao6_ W^ $�
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
PCS Code
Parameter Description
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
00680
Carbon, Tot Organic (TOC)
mg/L
3 x Year
Grab
1,6
00940
Chloride (as CI)
250
mg/L
3 x Year
Grab
1
00340
3 x Year
Grab
I
31616
Colifonn, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
3 x Year
Grab
1
00610
Nitrogen, Ammonia Total (as N)
1.5
mg/L
3 x Year
Grab
1
00620
Nitrogen, Nitrate Total (as N) It U.
10
mg/L
3 x Year
Grab
1
00625
Nitrogen, Total Kjeldahl (as N) 7
mg/L
3 x Year
Grab
I
00400
pH
6.5-8.5
so
3 x Year
Grab
1,2
00665
Phosphorus, Total (as P)
mg/L
3 x Year
Grab
1
70300
Solids, Total Dissolved - 180 °C
500
mg/L
3 x Year
Grab
I
GWVOC
Volatile Compounds (GC/MS)
Present: Yes/No
Annually
Grab
1, 4, 5
82546
Water Level, Distance from measuring point
feet
3 x Year
Calculated
1, 2. 3
1. 3 x Year monitoring shall be conducted in March, July & November; Annual monitoring shall be conducted every November.
2. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement
of pH shall be made after purging and prior to sampling for the remaining parameters.
3. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point for each monitoring well. The measuring points (lop
of casing) of all monitoring welts shall be surveyed relative to a common datum.
4. Volatile Organic Compounds (VOC) - In November only, analyze by one of the following methods:
a. Standard Method 6230D, PQL at 0.5 pg/L or less
b. Standard Method 62 (OD, PQL at 0.5 µg/L or less
c. EPA Method 8021, Low Concentration, PQL at 0.5 µg/L or less
d. EPA Method 8260, Low Concentration, PQL at 0.5 µg/L or less
e. Another method with prior approval by the Water Quality Permitting Section Chief
Any method used must meet the following qualifications:
a. A laboratory must be DWR certified to nm any method used.
b. The method used must, at a minimum, include all the constituents listed in Table Vlll of Standard Method 6230D.
c. The method used must provide a PQL of 0.5 µg/L or less that must be supported by laboratory proficiency studies as required by DWR Any constituents detected above the MDL but below
the PQL of 0.5 µg/L must be qualified (estimated) and reported.
5. If any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Asheville Regional Office supervisor, telephone number [phone],
must be contacted immediately for further instructions regarding any additional follow-up analyses required.
W00004797 Version2.0 Attachment C Page 1 of

6. If TOC concentrations greater than 10 mg/L are detected in my downgradient monitoring well, additional sampling and analysis must be conducted to identify the individual constituents
comprising this TOC concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/L, this concentration will be taken to represent the naturally occurring
TOC concentration. Any exceedances of this naturally occurring TOC concentration in the downgradient wells shall be subject to the additional sampling and analysis as described above.
7. Monitoring wells shall be reported consistent with the nomenclature and location information provided in Figure I and this attachment.
WQ0004797 Version 2.0 Attachment C Page 2 of 2

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NDAR-1
. 0,0.Did
�
irrigation occur
at this facility?
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Page 1 of 6

NDA
—1,Yu
irrigation Occur
at this facility?
■ YES . NO
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Page 2 of 6

NDAR-1
.,.,.
at this facility?
YES F1NO
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Page 3 of 6

NDAR-1
IMMME�V
FacifityNamo: Clement Pappas NC Facility
f, M.-
.. irrigationat
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this facility?
0 YES ..��®�
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Page 4 of 6

NDAR-1
Did the application rates exceed the limits in Attachment B of your permit?
C conplem
177 Noncormlent
Were adequate measures taken to prevent effluent ponding in or runoff from the sites?
C conpiam
C Non-Comprem
Was a suitable vegetative cover maintained on all sites as specified in your permit?
r corplam
r Noncomplbm
Were all setbacks listed in your permit maintained for every application to each permitted site?
r Compliant
r Noncompliant
Were all freeboards maintained in accordance with the specified freeboard heights in your permit?
C corrprem
C Non -Complain
R the facility is noncompliant, please explain in the space below the reason(s) the facility was not in compliance. Provide in your explanation the date(s) of the noncompliance and describe the correctiva
Operator in Responsible Charge (ORC) Certification
Permittee Certification
ORC:
Permittee:
Certification No.:
Signing Official:
Grade: Phone Number:
Signing Official's Tide:
Has Me ORC changed since the previous NDAR4? r] yes C No
Phone Number, Permit Exp.:
Signature Date
Signature Date
By ins signature, cerbly that Nis report is accurate and cmrplete to Ina best of my Mowiedge.
I certify, under penalty of law, that this document and of attachments were prepared under rry Nrecton or supervision N
accordance w ith a system designed to assure Thal all qualdied personnel properly gathered end evaluated the information
submitted, Based on ny inquiry of the person or persons w he menage ire system or those persons dlrecty responsible
for gathering the information, the information submitted is, to the best of ny Mow ledge and belief. true, accurate, and
complete. I am aw are Net there are significant penalties for submtting false Information, includng the posseilty of fines and
risonmmant for Maw ing violations.
Mail Original and Two Copies to:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
laleiah. North Carolina 27699-1617
Page 5 of 6

NDAR-1
Formulas
DailyLoading Volume Applied (gallons)
9 (inches) = gallons l
Area (acres) x 27,152 \acre'- Lnch)
If Time Irrigated is < 60 minutes:
Maximum Hourly Loading (inches) = Daily Loading (inches)
Time Irrigated is > 60 minutes:
MaximumHourL Loadin Daily Loading (inches) (mimctes
y g (inches) = Time Irrigated (minutes) x 60 \ hour )
ilf onthly Loading (inches) = Sum of Daily Loading (inches)
12 Month Floating Total (inches) = Sum of this month's Monthly Loading (inches) and previous 11 month's Monthly Loading (inches)
Weather Codes
Clear
C
Cloudy
CL
Partly Cloudy
PC
Rain
R
Sleet
SL
Snow
SN
Page 6 of 6

NDMR
7 influent r--, Effluent 0 No flDwgwmted
Parameter Monitoring Point: r3 Influent rv_- Effluent [3 GroundmterLowerIng [j SurfamWater
Page 1 of 2

Sampling Persons)
Name:
Name:
Name:
Name:
Certified Laboratories
Does all monitoring data and sampling frequencies meet the requirements in Attachment A of your permits Conptiant r fkmn onpfent
If the facility is noncompliant, please explain in the space below the reason(s) the facility was not in compliance. Proude in your explanation the date(s) of the noncompliance and describe the correcthe
artnn. tvnacd aumnunm seems n necessary.
Operator In Responsible Charge (ORC) Certification
Permitted Certification
ORC:
ponniHoa:
Certification No.:
Signing Official:
credo: Phone Number:
Signing Official's Title:
Hasthe ORC changed since the previous NDMR7 r yes ri w
Phone Number: Permit Expiration:
Signature Dale
Signature Date
By Nis signature, I ce tfy Met this report is accurrale and complete to the best of my Mowledge.
I certify, under penalty of law, that this docurrent and at attachments were prepared under my diirection or supervision
In accordance with a system designed to assure that at qualified personnel property gathered and evaluated the
'
Informalon submitted. Based on my Inquiry of the person or persons w he manage the system or those persons dtrectly
responsible for gathering the Information, the Infomaron subrtitted Is, to the best of rtry Mow ledge and belief, we,
accurate, and corploto.I am aware Nat there are slime icant pavanes for submiWg false Information, including 0e
possibility of fines and Imprisonment for Mowing violations.
Mail Original and Two Copies to:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Page 2 of 2

4 'obw t(854 -tb o5k ...
ESQ m-e $ s 7,j e f
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o f re-4 Co h c`e
Lk S C-17

Price, Bev
From:
Davidson, Landon
Sent:
Friday, May 22, 2015 9:48 AM
To:
[e-mail]
Cc:
Price, Bev; Thornburg, Nathaniel
Subject:
Clement Pappas - WQ0004797
Follow Up Flag:
Follow up
Flag Status:
Flagged
Wyatt —
As discussed in our recent phone conversation, we believe the DAF unit, as you have described it, would not be subject
to the setback requirements of 15A NCAC 02T .0506(b) as the treatment unit is permitted for pretreatment by City of
Hendersonville and wastewater will not be drawn from the lagoon, treated in the DAF and sent to irrigation.
Wastewater treated by the DAF unit will only be sent to City of Hendersonville POTW.
When you renew the subject permit, please include a narrative describing this issue and specifically, the purpose of the
unit verifying the permitting agency and flow process. The renewed permit will likely include specific reference to the
DAF unit as not being part of the non -discharge permit. We will also include as a condition that wastewater not be
processed by the DAF unit and sent to irrigation. Additional conditions may also apply. Thanks, please call if you have
any other questions.
Landon
G. Landon Davidson, P.G.
NCDENR - Division of Water Resources
Water Quality Regional Operations Section
Regional Supervisor - Asheville Regional Office
2090 U.S. Hwy. 70
Swannanoa, N.C. 28778
ph.:828-296-4500
fax:[phone]
email: landon.davidson (i)ncden r.sov
website: www.ncwatergualitV.org
Need help with other DENR permits? httr)://portal.ncdenr.org/web/deao/permit-directory
Notice: Per Executive Order No. 150, all emails sent to and from this account are subject to the North Carolina Public Records Law
and maybe disclosed to third parties.