WQ0000484_Permit Application_20180418

WA
NORTH C
DIVISION OF
APPLICATION FOR
STEWATER IRRIGATION SYSTEM
PERMIT MODIFICATION
APR 2 7.2018
Non -Discharge
Permitting Un4
IOUNTAIRE_ FARMS OF NORTH CAROLINA, INC.
17269 NC 71 HIGHWAY N
LUMBER BRIDGE, NC 28357
PREPARED FOR:
AROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
WATER RESOURCES, NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
APRIL 2018

1.0 Introduction.......!
1.1 General Projec
1.2 Process Waste
1.2.2 Wastewatf
1.3 Treatment Plar
2.0 Treatment Plant
2.1 Influent Puml
2.2 Addition of Pi
2.3 Moving Bed 1
2.1.1 MBBR S
2.1.2 MBBR P
2.1.3 MBBR A
2.3 Secondary Cl,
2.4 Residual Soli(
3.0 Additional Wasi
3.1 Relevant App
3.1.1
Property
3.1.2
Engineer
3.1.3
Specifica
3.1.4
Engineer:
3.1.6
Site Map
3.1.7
Operatioi
3.1.8
Residual:
3.1.9
Most Re(
3.1.10
Threatens
3.1.11
Wastewa
3.2 Non -Relevant
3.2.1
Soil Eval
3.2.2
Agronon:
3.2.3
Hydroge(
3.2.4
Water Ba
3.2.5
Power R(
3.2.6
Precipital
3.2.7
Floatatioj
APPENDICES
Appendix A —
Appendix B —
Appendix C —
Appendix D —
Appendix E —
Appendix F —
Appendix G —
Appendix H —
TABLE OF CONTENTS
..................................................................................................................1
Description............................................................................................... I
vater Characterization & Design Basis ...................................................... 2
rFlows .................................................. :.................................................... 3
tEffluent Quality....................................................................................... 3
[odification Process Design Information .................................................. 4
g Station Modification.............................................................................. 4
nary Dissolved Air Flotation Unit...........................................6................. 5
)film Reactor Design................................................................................. 5
temSizing................................................................................................. 6
ZpingStation............................................................................................. 6
ationSystem............................................................................................. 6
fication...................................................................................................... 6
Handling................................................................................................... 7
;water Irrigation Systems Application Information .................................... 8
.cation Information...................................................................................... 8
)wnership Documentation........................................................................... 8
igPlans....................................................................................................... 8
Ions.............................................................................................................. 8
igCalculations............................................................................................ 8
...................................................:...............:.............................................. 8
and Maintenance Plan ................................................................................ 8
Management Plan ....................................................................................... 9
;ntly Issued Existing Permit........................................................................ 9
i or Endangered Aquatic Species Documentation ...................................... 9
;r Chemical Analysis.................................................................................. 9
Application Information............................................................................. 9
ation............................................................................................................ 9
stEvaluation............................................................................................... 9
[ogic Report .................................................................................................. 9
ance............................................................................................................. 9
iabilityPlan ..............................................................................................10
on and Annual Loading Rates..................................................................10
Calculations.............................................................................................10
WWIS Form 06-16
it Wastewater Characterization Laboratory Analytical Reports
Equipment Data Sheets
;ering Calculations & Manufacturer's Equipment Information
Ownership Documentation
iry Operation & Maintenance Manual
Non -Discharge Permit
.ed or Endangered Aquatic Species Documentation
i

Application for WWIS Permit Modification
Mountaire Farms of North Carolina, Inc.; Permit #WQ0000484
1.0 INTRODUCTION
Mountaire Farms of North Carolina, Inc. (Mountaire Farms), located at located at 17269 NC 71
Highway N, Lumber Bridge, NC, 28357, owns and operates a permitted (WQ0000484) wastewater
treatment plant (WWTP) that land applies its treated wastewater. Current WWTP processes include
primary treatment only, and consist of solids and insoluble BOD removal using a two stage
dissolved air flotation (DAF) system. Primary treated wastewater is then discharged to an estimated
19 million gallon aerati d storage lagoon prior to being land applied. Due to concerns of odor
emitting from the storage lagoon, Mountaire Farms has elected to modify the existing WWTP to
add secondary treatment to further reduce soluble BOD prior to discharge to the storage lagoon.
i
The objective of the WWTP modification is to further reduce soluble BOD to a concentration
amenable for odor con iol, which will likely vary based on seasonal atmospheric conditions. Since
the facility's sanitary wI stewater is collected and treated separately from the process WWTP, this
proposed modification request is only for process wastewater treatment. This permit application
report provides a general description of the project with wastewater characterization, treatment plant
modifications design, and provides information requested on North Carolina's Department of
l Environmental Quality (NCDEQ) permit modification application form WWIS 06-16. Appendix A
includes- the completed WWIS06-16 form. Design drawings for the modification are being
submitted under separate cover for NCDEQ's review.
-� 1.1 GENERAL PROJECT DESCRIPTION
Existing major primary WWTP processes include a 330,000 gallon equalization basin, a dedicated
influent pumping station, three (3) Sorin DAF systems with a stated hydraulic rating of 800 gpm
each, an estimated 10,000 gallon above ground clarifier, one (1) World Water Works DAF system
with a stated hydraulic rating of 2,400 gpm, a 19.79 million gallon aerated storage lagoon, and a
treated wastewater irrigation system serving 17 irrigation fields. Currently process wastewater
_ gravity flows from the production plant and collects in the equalization basin. Wastewater is then
pumped, at varying flow rates, to the Sorin DAF system. The Sorin DAF system effluent gravity
flows to the above ground clarifier where it is pumped to the World Water Works DAF system.
1 Effluent from the World Water Works DAF system gravity flows to the aerated storage lagoon prior
to being chlorinated and land applied to the irrigation fields which consist of 537.8 acres of wetting
area.
Proposed treatment upgrades include the addition of a secondary treatment system for soluble BOD
reduction, as well as an additional fourth Sorin DAF system for primary solids removal. In
summary, the additional system components will consist of two (2) moving bed biofilm reactors
(MBBR) with aeration and other appurtenances. Required chemical feed system includes anti -
foam, which will be designed and supplied by Mountaire Farms chemical supplier. The existing
World Water Works DAI� will be repurposed to remove biological solids, which will be handled
IIPa -e

Application for WWIS Permit Modification
Mountaire Farms of North Carolina, Inc.; Permit #WQ0000484
1-7
! separately from primary solids. Biological solids will be temporarily stored in one of two 21,000-
gallon Frac tanks prior to being land applied off -site by a third party contractor.
Treated effluent from 1
changes or modificatic
irrigation have not bee
changes in final efflue
—? have not been included
1.2 PROCESS WAST]
Influent process waste,
Wastewater samples w
analyzed by Cameron T
in Appendix B. Twen
basin and from the abc
secondary treatment sys
Table 1:
post-MBBR DAF will be discharged to the aerated storage lagoon. No
are proposed for the irrigation system; therefore, items related to spray
addressed as part of this requested permit modification. Additionally, no
quality are anticipated so changes to groundwater monitoring well data
part of this modification request.
ATER CHARACTERIZATION & DESIGN BASIS
.er characterization is summarized in the following table (Table 1).
collected from November 30, 2017 through December 13, 2017 and \
ing Services, Inc. Copies of the laboratory analytical reports are included
[our hour composite samples were collected from both the equalization
ground clarifier (Sorin DAF system effluent), which will become the
i influent.
Wastewater Characterization
Parameter
(a)Influent
Average
(a)Sorin DAF
Effluent Average
Secondary
Treatment Influent
Design,Basis
7-day Flow,
Ave (MGD)
2.34
2.34
2.55 ,
Flow,
Max (MGD)
3.07
3.07
3.2.
TS, (mg/L)
7,929
1,576
-
TSS, (mg/L) :
8,549
203
200
COD,
(mg/L)
6,665
1,683
2,000
BOD5, (mg/L)
4,978
1,177
1,300
sBOD5, (mg/L)
1,278
933
1100 .
TN, (mg/L)
230
120
-
TKN, (mg/L)
230
119
150
NH3-N,
(mg/L)
25
22
30,
NO2 +
NO3, (mg/L)
0.49
0.33
-
Total Phos,
Ave (mg/L)
64
55
=.
Ortho
P, (mg/L)
59
52
75' .
F-7
Alk, (mg/L)
169
153
-
Source: Mountaire Farms; December 2017
Note(s): (a) Values based on 13 24-hr composite samples collected 12/1/17 through 12/13/17
The effluent of the existing Sorin DAF system will become the secondary treatment influent.
Additional information regarding process wastewater flows are discussed in the following section.
2 1 P a g e

Application for WWIS Permit Modification
Mountaire Farms of North Carolina, Inc.; Permit #WQ0000484
1.2.2 WASTEWATER R
The WWTP is currentl:
day average. No chanj
Mountaire Farms currei
Because of the reuse
typically ranges betwee
reuse water is taken fro
system). However, if
proposed secondary tr(
increase. Again, this cl
the storage lagoon or
proposed secondary tree
permitted to treat 2.55 MGD of process wastewater based on a seven (7)
;s are being requested to increase the current permitted limit. However,
ly reuses approximately 0.75 to 1.0 MGD of primary treated wastewater.
iter volume, total influent flow to the process WWTP is increased and
3.0 and 3.2 MGD. There are no plans to modify the location that plant
i the WWTP, currently located at the clarifier (post Sorin DAF treatment
Vlountaire Farms elects to begin capturing plant reuse water after the
ltment system, then flows through the MBBRs and post DAY would
urge would not affect the total volume of treated wastewater discharged to
ubsequent volume required for land application. For this reason, the
ment system hydraulic design basis is 3.2 MGD.
The Lumber Bridge Plant has two distinct flow volumes — weekday and weekend. Weekday flows
I were estimated to average 3.03 MGD with a maximum flow rate of 3.24 MGD, and weekend flows
averaged 0.31 MGD with a maximum flow rate of 0.61 MGD.
1.3 TREATMENT PLANT EFFLUENT QUALITY
As stated previously, this modification is solely for the purpose to reduce soluble BOD entering the
storage lagoon to control odor. Because the amount of required BOD reduction will likely fluctuate
based on seasonal atmoispheric conditions, the secondary treatment system will operate to reduce
BOD concentrations between 65% and 90%. No changes in the storage lagoon effluent, or the PAN
calculation, are anticipated. Table 2 summarizes estimated storage lagoon influent concentrations
of select parameters.
Table 2: Summary of Wastewater Effluent Quality
Parameter
Secondary Treatment
Influent Design Basis
Storage Lagoon Influent
Flow, Max
(MGD)
(a)3.2
2.55
TSS, (mg/L)
200
100
BOD5, (mg/L)
1,300
130 to 450
TKN, (mg/L)
150
80
N113 N, (mg/L)
30
5
NOZ + NO3,
(mg/L)
-
>2
Note(s): (a) Design based on future relocation of Plant reuse water after secondary treatment
3 1 P a - e

Application for VMS Permit Modification
Mountaire Farms of North Carolina, Inc.; Permit #WQ0000484
2.O TREATMENT
Design of treatment
subsections. ModificE
fourth primary DAF, )
MBBR system, repur
removal, and the insta
illustrate a basic flow
modifications. Major
Figure 1: Current W
Influent
Wastewater
EQ Basin
Figure 2: Proposed
Influent
Wastewater
EQ Basin
2.1 INFLUENT PUM]
Currently the influent p
pumps, model T6A-B-4
(i.e. pump `A' feeds S,
DAF `C'), with one pu
has a design flow rate o
MODIFICATION PROCESS DESIGN INFORMATION
m modifications is discussed in additional detail in the following
include piping changes to the influent pumping station, the addition of a
osing the post primary DAF transfer pumps, the addition of a two stage
the existing World Water Works DAF system for secondary solids
i of a temporary sludge handling system. Figure 1 and Figure 2, below,
am of both the existing wastewater treatment system and the proposed
cent data sheets for the proposed equipment are included as Appendix C.
Treatment System Flow Diagram
InfPump torinDAF Clarifier WWW
station Systems DAF Feed
Pumps
Treatment System Flow Diagram
InfPump Primary Separation Aboveground NIBBR Feed
Station (Sorin DAF sump Pumps
systems) (former clarifier)
To Storage
Lagoon
WWW DAF
System
IvIBBR Secondary Separation
System (WWW DAF System)
Existing
Proposed
o Storage
Lagoon
ING STATION MODIFICATION
lmping station has four (4) suction lift Gorman -Rupp T-Series self -priming
with 30 Hp' motors. Each pump has dedicated flow to a Sorin DAF system
rin DAF `A', pump `B' feeds Sorin DAF `B', and pump `C' feeds Sorin
ip isolated and used as a backup. Each pump is operated using a VFD and
750 gpm for a total system flow of 2,250 gpm (3.24 MGD).
41Page

Application for VMS Permit Modification
Mountaire Farms of North Carolina, Inc.; Permit #WQ0000484
Piping modifications of the existing pumping station will use the existing backup pump to feed the
proposed fourth Sorin primary DAF system. The Sorin DAF system will begin to operate using
four (4) DAFs under normal operations and, therefore, will reduce the overall loading to each DAF.
The average flow to each DAF will be reduced from the current level of 750 gpm to an average
hydraulic loading rate of 560 gpm. Hydraulic calculations were developed showing the flow from
the existing back up pump to the fourth Sorin DAF and are included in Appendix D. No change to
the existing pumps is being proposed.
Because the flow to each DAF system is being reduced overall, by extension solids loading to the
individual DAF systems will also be reduced. Based on the wastewater characterization data
provided in Section 1.2 of the application, current suspended solids removal achieved is
approximately 97% on average. Even though hydraulic loading to the DAF systems will be
reduced, only a minimali increase in suspended solids removal capacity is anticipated.
2.2 ADDITION OF PRIMARY DISSOLVED AIR FLOTATION UNIT
A fourth dissolved air flotation (DAF) unit will be added within the existing wastewater treatment
building. The original system design included a footprint for four DAFs total, however, to date only
three DAFs have been *installed. IIA similarly sized Sorin DAF system is proposed. Influent piping,
which consists of a 6" j diameter pipe, is in place as well as a 12" effluent pipe header. The
hydraulic and solids loading of the proposed DAF is identical to the existing three Sorin DAF
systems.
2.3 MOVING BED BIOFILM REACTOR DESIGN
The selected technology for secondary treatment is a moving bed biofilm reactor (MBBR). The
MBBR system was invented in the 1980's and has since become a widely used treatment system for
both domestic and induistrial process wastewaters. In general, the MBBR process is an attached
growth biological treatment process. As micro-organisms begin to populate within the reactor, they
attach to the available media which is continuously mixed. Unlike a conventional attached growth
treatment process (e.g. itrickling filter) where micro-organisms are attached in a fixed placed as
wastewater flows pass the media, an MBBR attached growth media continuously moves throughout
the reactor with the wastewater. This action increases the micro-organisms and influent wastewater
interaction. Typical MBBR systems, such as the proposed system for Mountaire Farms, uses a
diffused aeration system, to facilitate both mixing and introduction of oxygen.
A key attribute of an MBBR system is that activated sludge is not recycled. Waste activated sludge
is produced as the micro-organisms `slough off of the media as their growth begins to breach the
internally protected area of the media. Waste activated sludge is then separated from the treated
wastewater using secondary clarification. Key design parameters used to size an MBBR is the
surface area loading rate (SALR) and the media fill percentage of the reactor. The SALR refers to
the mass of BOD removed per day entering the reactor per square meter of media surface area
1 5 1 P a g e

Application for VMS Permit Modification
Mountaire Farms of North Carolina, Inc.; Permit #WQ0000484
available. Typical SALR values range from 7.5 (low rate) to 25 (high rate) grams of BOD per
square meter of media per day (g/m2/d).
2.1.1 MBBR SYSTEM SIZING
In order to balance the) required aeration needed in each MBBR tank, a step feed system will be
utilized. Based on a design loading rate of 26,650 pounds of BOD per day (1,300 mg/L of BOD @
2.55 MGD), an average design SALR of 20 g/m2/d, and an average media fill of 32%, results in
approximately 8,100 scfm of air required during summer months to achieve a design BOD removal
rate of 90%. Based onl a step feed flow split of 50% (1.28 MGD of influent loading to MBBR #1
and MBBR #2) and a side water depth of 29 feet, tank diameters of 52 feet were calculated using a
media surface area of 589 square meters per cubic meter and a tank fill of 32%. Appendix D
includes the relevant MBBR sizing calculations and system hydraulic calculations.
Step feed flow will be managed using two (2) 10-inch diameter magnetic flow meters followed by
10" pinch valves with 6" ports. Based on raw water influent characteristics, adequate phosphorus
and nitrogen are available in the raw wastewater. An anti -foam agent will be added to control foam
as required. System nutrient calculations are included in Appendix D.
2.1.2 MBBR PUMPIN
The existing Gorman 1
aboveground clarifier N
is no longer being utili:
Hydraulic calculations
necessary as the curren
2.1.3 MBBR AERATIC
Aeration calculations a
provided using three (3
providing 4,100 scfm, i
required to overcome tr
bubble diffuser supplies
blower is provided in A
2.3 SECONDARY CI
Design solids loading
maximum flow rate of
The existing World Wo
concentration ranging 1
16.4lbs/ft2-hr. Bioloj
temporary sludge storal
STATION
upp pumps that currently pump to the World Water Works DAF from the
ill be repurposed to feed the proposed MBBR reactors. Since the equipment
ed as a clarifier, its designation has been changed to an aboveground sump.
are included in Appendix D. No changes to the existing pumps are
system meets system flow and head requirements.
SYSTEM
also provided in Appendix D. Oxygen supply to the biomass will be
375 HP positive displacement screw blowers, each will the capability of
r a total of 12,300 scfm of air, at 15 psi, which is the maximum pressure
29 foot side water depth of the tank. The aeration system will be a course
by an 18 inch diameter header. A manufacturer cut sheet for a selected
)endix D with the aeration calculations.
UFICATION
to for secondary clarification is 1,000 mg/L of suspended solids at a
250 gpm, or an estimated maximum solids loading rate of 4.03 lbs/ft2-hr.
Works DAF system has a flow rating of 2,400 gpm at a suspended solids
m 1,500 to 3,000 mg/L, or a solids loading rate range of 8.19 lbs/ft -hr to
al solids collected will be pumped using an air diaphragm pump to a
system discussed in the following section. Following clarification, treated
6 1 P a g e

Application for WWIS Permit Modification
Mountaire Farms of North Carolina, Inc.; Permit #WQ0000484
7
I
wastewater will flow by gravity and discharge to the aerated storage lagoon. Hydraulic calculations
are included in Annend Iix D.
2.4 REsiDuAL SOLI
Biological solids remo`
two 21,000-gallon Frac
calculated based on an
tankers for transportatic
with a minimum of thre
party contractor. Appe.
Once the MBBR syste
dewatering will comme
solids handling system
solids can be carefully ri
HANDLING
l by the World Water Works DAF will be transferred and staged in one of
nks. Sludge generation of approximately 21,000 gallons per day has been
erage concentration of 3% solids. Sludge will be loaded into 6,000-gallon
and off -site disposal. Sludge hauling will be continuous during operations
(3) hauls per day. Off -site disposal will be via land application by a third
liar D includes an agreement letter with the licensed third parry contractor.
has been commissioned, pilot testing for, sludge digestion and solids
;e to facilitate the design of a permanent solids handling system. The
being addressed at a later date so that a system optimized for biological
{ 7 1 P a g e

' Application for VMS Permit Modification
Mountaire Farms of North Carolina, Inc.; Permit #WQ0000484
t3.0 ADDITIONAL WASTEWATER IRRIGATION SYSTEMS APPLICATION INFORMATION
' This section provides information specifically requested in NCDEQs permit application form
WWIS 06-16 and has been segregated into relevant and non -relevant information. For this permit
application, information pertaining to any processes involving the spray irrigation system has been
' deemed non -relevant due to no changes are proposed.
3.1 RELEVANT APPLICATION INFORMATION
3.1.1 PROPERTY OWNERSHIP DOCUMENTATION
Item D of NCDEQs form WWIS 06-16 indicates that proof of ownership of the facility must be
provided. As this application is a modification of an existing permit and no changes in ownership
have taken place, property ownership documentation is likely not needed. However, a copy of the
parcel ownership information has been provided in Appendix E.
3.1.2 ENGINEERING PLANS
Engineering plans for the proposed modifications are provided under separate cover. Information
specific to spray irrigation has not been included as part of this submission, as no modifications or
new spray irrigation areas are proposed.
3.1.3 SPECIFICATIONS
Equipment specifications for the proposed equipment are attached as Appendix C, Detailed
-- specifications for piping, site work, materials and equipment testing are provided on the engineering
plans, which have been signed, sealed and dated by an NC Registered Engineer.
�I 3.1.4 ENGINEERING CALCULATIONS
Engineering calculations for the design of the proposed WWTP modifications were discussed in
detail in Section 2 of this application and are included in Appendix D of this report.
I
3.1.6 SITE MAP
- A site map has been provided as part of the engineering plans provided under separate cover. The
proposed WWTP modifications are located in and around the existing wastewater treatment area.
Please note that soil mapping units as well as setback distances for spray irrigation are not included
on the site map as no new spray irrigation areas are being proposed.
3.1.7 OPERATION AND MAINTENANCE PLAN
A preliminary Operation and Maintenance (O&M) Plan has been included in Appendix F. A final
O&M Plan will be provided with the final engineering certification prior to start-up of the new
system. The O&M Plan submitted with this modification include the proposed MBBR only.
81Page

Application for WWIS Permit Modification
Mountaire Farms of North Carolina, Inc.; Permit #WQ0000484
3.1.8 RESIDUALS MANAGEMENT PLAN
Currently, primary resilduals are collected from the primary treatment units and transported off site
for resale for animal rendering process. To maintain a desired product for Mountaire Farms,
primary and secondary residuals will be handled, collected, and stored separately. Biological
residuals will be collected from the post-MBBR DAF and land applied off -site by a third parry
contractor. As stated above, Appendix D contains the agreement letter with the third -party
contractor.
3.1.9 MOST RECENTLI ISSUED EXISTING PERMIT
IA copy of the most recently issued existing permit has been provided in Appendix G; however a
draft renewal permit has recently been issued by NCDEQ.
3.1.10 THREATENED OR ENDANGERED AQUATIC SPECIES DOCUMENTATION
Documentation from NCDEQ Natural Heritage Program has been included as Appendix H. This
documentation indicates that there are no threatened or endangered aquatic species within the
boundary of the proposed WWTP modification.
3.1.11 WASTEWATER CHEMICAL ANALYSIS
An analysis of the influl nt wastewater was discussed in Section 1.2 of this application report with a
copy of the laboratory reports included as Appendix B. Again, no changes to the storage lagoon
effluent parameters arel expected or proposed. Characteristics of wastewater sent to the irrigation
system have been previously documented.
3.2 NON-RELEVANt APPLICATION INFORMATION
3.2.1 SOIL EVALUA'
A soil evaluation was
3.2.2 AGRONOMIST
An agronomist evah
proposed.
3.2.3 HYDROGE
A hydrogeologic
proposed.
3.2.4 WATER BALANC
A water balance was n<
sites, and no changes in
performed for this project as no new irrigation sites are being proposed.
was not performed for this project as no new irrigation sites are being
REPORT
was not performed for this project as no new irrigation sites are being
performed for this project as no changes in flow, no changes in irrigation
:orage are being proposed.
9 1 P a g e

Application for WWIS Permit Modification
Mountaire Farms of North Carolina, Inc.; Permit #WQ0000484
3.2.5 POWER RELIABILITY PLAN
The existing WWTP dies not have an auxiliary power source. If auxiliary power is required, a
temporary generator will be brought on site as needed and connected to the WWTP power supply.
3.2.6 PRECIPITATION AND ANNUAL LOADING RATES
Because the proposed modifications do not include new spray irrigation areas, calculations for
designed maximum precipitation and annual loading rates are not included as part of this
submission.
3.2.7 FLOATATION CALCULATIONS
Floatation calculations are not required as no tanks are proposed partially or fully below grade.
101Page

I
mum
NCDEQ WWIS FORM 06-16

' State of North Carolina
Department of Environmental Quality
_ Division of Water Resources
' ,�I 15A NCAC 02T .0500 — WASTEWATER IRRIGATION SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM. WWIS 06-16 & SUPPORTING DOCUMENTATION
Plans, specifications and supporting documents shall be prepared in accordance with 15A NCAC 02H .0400 (if necessary), 15A
NCAC 02L .0100, 15A NCAC 02T .0100, 15A NCAC 02T .0700, Division Policies and good engineering practices. Failure to
' submit all required items will necessitate additional processing and review time.
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website
General — When submitting an application to the Water Quality Permitting Section's Non -Discharge Permitting Unit, please use the
I following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions and checking
the provided boxes will help produce a quicker review time and reduce the amount of requested additional information.
Unless otherwise noted, the Annlil ant shall submit one original and two conies of the application and sunnorting documentation_
A. Cover Letter (All Application Packages):
® List all items included in the i application package, as well as a brief description of the requested permitting action.
B. Application Fee (All New and Major Modification Application Packages):
® Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ). The appropriate fee amount for new and major modification applications may be found at: Standard
Review Project Fees.
C. Wastewater Irrigation Systems (FORM: WWIS 06-16) Application (All Application Packages):
® Submit the completed and appropriately executed Wastewater Irrigation Systems (FORM: VMS 06-16) application. Any
unauthorized content changes to this form shall result in the application package being returned. If necessary for clarity or
due to space restrictions, attachments to the application may be made, as long as the attachments are numbered to correspond
to the section and item to which they refer.
❑ If the Applicant Type in Item I.2. is a corporation or company, provide documentation it is registered for business with the
❑ If the Applicant Type in Item I.2. is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The facility name in Item II.1. shall be consistent with the facility name on the plans, specifications, agreements, etc.
® The Professional Engineer's I Certification on Page 12 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Engineer.
® The Applicant's Certification on Page 12 of the application shall be signed in accordance with 15A NCAC 02T .0106(b). Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
❑ If this project is for a renewal without modification, use the Non -Discharge System Renewal (FORM: NDSR) application.
I
D. Property Ownership Documentation (All Application Packages):
➢ Per 15A NCAC 02T .0504(fl, the Applicant shall demonstrate they are the owner of all property containing the wastewater
treatment, storage and irrigation facilities:
N Legal documentation of 'ownership (i.e., GIS, deed or article of incorporation), or
❑ Written notarized intent fto purchase agreement signed by both parties with a plat or survey map, or
❑ Written notarized lease agreement that specifically indicates the intended use of the property and has been signed by both
parties, as well as a plat nor survey map. Lease agreements shall adhere to the requirements of 15A NCAC 02L .0107.
® Provide all agreements, easements, setback waivers, etc. that have a direct impact on the wastewater treatment, conveyance,
storage and irrigation facilities.
RECEIVEDINCDEWNR
APR 2 7.2018
Non -Discharge
Permitting Unit
I
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 1 of 6

1
E. Soil Evaluation (All Application Packages that include new irrigation sites):
❑ Per 15A NCAC 02T .0504(b) and the Soil Scientist Evaluation PoIic , submit a detailed soil evaluation that has been signed,
sealed and dated by a North Carolina Licensed Soil Scientist and includes at a minimum:
❑ The report shall identify all the sites/fields with project name, location, and include a statement that the sites/fields were
recommended for the proposed land application activity.
❑ Field delineated detailed soils map meeting all of the requirements of the Soil Scientist Evaluation Policy.
❑ Soil profile descriptions meeting all of the requirements of the Soil Scientist Evaluation Policy.
❑ Provide all soil boring logs performed at the site.
❑ Standard soil fertility analysis conducted no more than one year prior to permit application for each map unit in the soil
map legend for the following parameters:
❑ Acidity ❑ Exchangeable sodium percentage (by calculation) ❑ Phosphorus
❑ Base saturation (by calculation) ❑ Magnesium ❑ Potassium
❑ Calcium I ❑ Manganese ❑ Sodium
❑ Cation exchange capacity ❑ Percent humic matter ❑ Zinc
❑ Copper I ❑ pH
➢ Saturated hydraulic conductivity (KsAT) data that shall include at a minimum:
❑ A minimum of three KSAT tests shall be conducted in the most restrictive horizon for each soil series in the soil map.
❑ All KsAT tests shall' be conducted in areas representative of the site.
❑ All KsAT tests shallt be run until steady-state equilibrium has been achieved.
❑ All collected KSAT data shall be submitted, including copies of field worksheets showing all collected readings.
❑ Submit a soil profile description for each KsAT data point that shall extend at least one foot below the tested horizon.
➢ Soil evaluation recommendations shall include at a minimum:
❑ A brief summary of each map unit and its composition and identification of minor contrasting soils.
❑ Maximum irrigation precipitation rate (in/hr) for each soil/map unit within the proposed irrigation areas.
❑ Seasonal irrigation !restrictions, if appropriate.
❑ Identification of areas not suitable for wastewater irrigation.
❑ Recommended geometric mean KsAT rate to be used in the water balance for each soil/map unit based upon in -situ
measurement of the saturated hydraulic conductivity from the most restrictive horizon.
❑ Recommended drainage coefficient to be used in the water balance based upon comprehensive site evaluation,
review of collected onsite data, minor amounts of contrasting soils and the nature of the wastewater to be applied.
❑ Recommended annual hydraulic loading rate (in/yr) for each soil/map unit within the proposed irrigation areas based
upon in -situ KsAT measurements form the most restrictive soil horizon.
NOTE — If the soil evaluation was performed more than one year prior to the submittal of this application package, a statement
shall be included indicating that the site has not changed since the original investigation.
F. Agronomist Evaluation (All Application Packages that include new irrigation sites or new crops for existing irrigation sites):
❑ Per 15A NCAC 02T .0504(i), submit an agronomist evaluation that has been signed, sealed and dated by a qualified
professional and includes at a minimum:
❑ Proposed nutrient uptake values for each cover crop based upon each field's dominant soil series and percent slope.
❑ Plant available nitrogeni calculations for each cover crop using the designed effluent concentrations in Application Item
V.1. and proposed mineralization and volatilization rates.
❑ Historical site consideration, soil binding and plant uptake of phosphorus.
❑ Seasonal irrigation restrictions, if appropriate.
❑ A clear and reproducible map showing all areas investigated and their relation to proposed fields and crops.
❑ Maintenance and management plan for all specified crops.
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i
G. Hydrogeologic Report (All Application Packages treating industrial waste or having a design flow over 25,000 GPD):
❑ Per 15A NCAC 02T .0504(e), the Hydrogeologic Investigation and Reporting Policy, the Groundwater Modeling Policy and
the Performance and Analysis of Aquifer Slug Tests and Pumping Tests Policy, submit a detailed hydrogeologic description
that has been signed, sealed and dated by a qualified professional and includes at a minimum:
❑ A hydrogeologic description to a depth of 20 feet below land surface or bedrock, whichever is less. A greater depth of
investigation is required if the respective depth is used in predictive calculations.
❑ Representative borings within the irrigation areas and all proposed earthen impoundments.
❑ A description of the regional and local geology and hydrogeology.
❑ A description, based on field observations of the site, of the site topographic setting, streams, springs and other
groundwater discharge features, drainage features, existing and abandoned wells, rock outcrops, and other features that
may affect the movement of the contaminant plume and treated wastewater.
❑ Changes in lithology underlying the site.
❑ Depth to bedrock and occurrence of any rock outcrops.
❑ The hydraulic conductivity and transmissivity of the affected aquifer(s).
❑ Depth to the seasonal high water table (SHWT).
❑ A discussion of the relationship between the affected aquifers of the site to local and regional geologic and
hydrogeologic features.
❑ A discussion of the groundwater flow regime of the site prior to operation of the proposed facility and post operation of
the proposed facility focusing on the relationship of the system to groundwater receptors, groundwater discharge
features, and groundwater flow media.
❑ If the SHWT is within six feet of the surface, a mounding analysis to predict the level of the SHWT after wastewater
application.
H. Water Balance (All Application Packages that include new or modified irrigation sites, changes in flow or changes in storage):
❑ Per 15A NCAC 02T .0504(k) and the Water Balance Calculation Policy, submit a water balance that has been signed, sealed
and dated by a qualified professional and includes at a minimum:
❑ At least a two-year iteration of data computation that considers precipitation into and evaporation from all open
atmosphere storage impoundments, and uses a variable number of days per month.
❑ Precipitation based on the 80`h percentile and a minimum of 30 years of observed data.
❑ Potential Evapotranspiration (PET) using the Thornthwaite method, or another approved methodology, using a minimum
of 30 years of observed temperature data.
❑ Soil drainage based on the geometric mean of the in -situ KsAT tests in the most restrictive horizon and a drainage
coefficient ranging from 4 to 10% (unless otherwise technically documented).
➢ Other factors that may restrict the hydraulic loading rate when determining a water balance include:
❑ Depth to the SHWT� and groundwater lateral movement that may result in groundwater mounding.
❑ Nutrient limitations and seasonal application times to ensure wastewater irrigation does not exceed agronomic rates.
❑ Crop management activities resulting in cessation of irrigation for crop removal.
NOTE — Wastewater Irrigation S stems serving residential facilities shall have a minimum of 14 days of wet weather storage.
I. Engineering Plans (All Application Packages):
® Per 15A NCAC 02T .0504(c)(1), submit standard size and 11 x 17-inch plan sets that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer and shall include at a minimum:
►_I
►4
Table of contents with each sheet numbered.
A general location map with at least two geographic references and a vicinity map.
A process and instrumentation diagram showing all flow, recycle/return, aeration, chemical, electrical and wasting paths.
Plan and profile views of all treatment and storage units, including their piping, valves, and equipment (i.e., pumps,
blowers, mixers, diffusers, flow meters, etc.), as well as their dimensions and elevations.
Details of all piping, valves, pumps, blowers, mixers, diffusers, recording devices, fencing, auxiliary power, etc.
A hydraulic profile from) the treatment plant headworks to the highest irrigation point.
The irrigation area with an overlay of the suitable irrigation areas depicted in the Soil Evaluation.
Each nozzle/emitter and their wetted area influence, and each irrigation zone labeled as it will be operated.
Locations within the irrigation system of air releases, drains, control valves, highest irrigation nozzle/emitter, etc.
For automated irrigation systems, provide the location and details of the precipitation/soil moisture sensor.
Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT
FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the plans may be
labeled with the phrase: (FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
INSTRUCTIONS FOR FORM:
06-16 & SUPPORTING DOCUMENTATION
Page 3 of 6

J. Specifications (All ApplicationlPackages):
® Per 15A NCAC 02T .0504(c)(2), submit specifications that have been signed, sealed and dated by a North Carolina licensed
Professional Engineer, and shall include at a minimum:
' ❑ Table of contents with each section/page numbered.
❑ Detailed specifications, for each treatment/storage/irrigation unit, as well as all piping, valves, equipment (i.e., pumps,
blowers, mixers, diffusers, flow meters, etc.), nozzles/emitters, precipitation/soil moisture sensor (if applicable),
I audible/visual high water alarms, liner material, etc.
❑ Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfilling, compacting, fencing, seeding, etc.)
❑ Materials (i.e., concrete, masonry, steel, painting, method of construction, etc.)
❑ Electrical (i.e., control panels, transfer switches, automatically activated standby power source, etc.)
I ❑ Means for ensuring quality and integrity of the finished product, including leakage, pressure and liner testing.
❑ Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW
ONLY, NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the
specifications may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
K. Engineering Calculations (All Application Packages):
® Per 15A NCAC 02T .0504(c)(3), submit engineering calculations that have been signed, sealed and dated by a North
Carolina licensed Professional Engineer, and shall include at a minimum:
® Hydraulic and pollutant loading calculations for each treatment unit demonstrating how the designed effluent
concentrations in Application Item VA. were determined.
® Sizing criteria for each treatment unit and associated equipment (i.e., blowers, mixers, flow meters, pumps, etc.).
® Total and effective storage calculations for each storage unit.
® Friction/total dynamic head calculations and system curve analysis for each pump used.
_ ® Manufacturer's information for all treatment units, pumps, blowers, mixers, diffusers, flow meters, irrigation system, etc.
❑ Flotation calculations for all treatment and storage units constructed partially or entirely below grade.
❑ A demonstration that the designed maximum precipitation and annual loading rates do not exceed the recommended
rates.
-- ❑ A demonstration that th i specified auxiliary power source is capable of powering all essential treatment units.
L. Site Map (All Application Packages):
® Per 15A NCAC 02T .0504(d), submit standard size and 11 x 17-inch site maps that have been signed, sealed and dated by a
-- North Carolina licensed Professional Engineer and/or Professional Land Surveyor, and shall include at a minimum:
® A scaled map of the site with topographic contour intervals not exceeding 10 feet or 25 percent of total site relief and
showing all facility -related structures and fences within the wastewater treatment, storage and irrigation areas.
❑ Soil mapping units shown on all irrigation sites.
❑ The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial), springs, lakes, ponds, and other surface drainage features within 500 feet of all wastewater treatment, storage
and irrigation sites.
-- ❑ Delineation of the compliance and review boundaries per 15A NCAC 02L .0107 and .0108, and 15A NCAC 02T
.0506 c if applicable.
❑ Setbacks as required by 115A NCAC 02T .0506.
❑ Site property boundaries within 500 feet of all wastewater treatment, storage and irrigation sites.
❑ All habitable residences for places of public assembly within 500 feet of all treatment, storage and irrigation sites.
NOTE — For clarity, multiple site lmaps of the facility with cut sheet annotations may be submitted.
M. Power Reliability Plan (All Application Packages):
❑ Per 15A NCAC 02T .05050)submit documentation of power reliability that shall consist of at a minimum:
❑ An automatically activated standby power supply onsite that is capable of powering all essential treatment units under
design conditions, OR
➢ Approval from the Director that the facility:
❑ Serves a private water distribution system that has automatic shut-off during power failures and has no elevated
water storage tanks,
❑ Has sufficient storage capacity that no potential for overflow exists, and
❑ Can tolerate septic wastewater due to prolonged detention.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 4 of 6

' N. Operation and Maintenance Plan (All Application Packages):
E Per 15A NCAC 02T .0507, submit an operation and maintenance (O&M) plan encompassing all wastewater treatment,
I storage and irrigation systems that shall include at a minimum a description of
E Operation of the wastewater treatment, storage and irrigation systems in sufficient detail to show what operations are
necessary for the system to function and by whom the functions are to be conducted.
® Anticipated maintenance of the wastewater treatment, storage and irrigation systems.
I E Safety measures, including restriction of access to the site and equipment.
E Spill prevention provisions such as response to upsets and bypasses, including how to control, contain and remediate.
E Contact information fori plant personnel, emergency responders and regulatory agencies.
NOTE — A final O&M Plan shall be submitted with the partial and/or final Engineering Certification required under 15A NCAC
f 02T .0116, however, a preliminary O&M Plan shall be submitted with each application package.
O. Residuals Management Plan (All Application Packages with new, expanding or replacement wastewater treatment systems):
E Per 15A NCAC 02T .0504(i) and .0508, submit a Residuals Management Plan that shall include at a minimum:
E A detailed explanationl of how generated residuals (including trash, sediment and grit) will be collected, handled,
processed, stored, treated, and disposed.
❑ An evaluation of the treatment facility's residuals storage requirements based upon the maximum anticipated residuals
production rate and ability to remove residuals.
❑ A permit for residuals utilization or a written commitment to the Applicant from a Permittee of a Department approved
residuals disposal/utilization program that has adequate permitted capacity to accept the residuals or has submitted a
residuals/utilization program application.
❑ If oil/grease removal and collection are a designed unit process, submit an oil/grease disposal plan detailing how the
oil/grease will be collected, handled, processed, stored and disposed.
NOTE — Per 15A NCAC 02T .0505(o), a minimum of 30 days of residual storage shall be provided.
.NOTE — Per 15A NCAC 02T !0504(il, a written commitment to the Applicant from a Permittee of a Department approved
residuals disposal/utilization program is not required at the time of this application, however, it shall be provided prior to
operation of any permitted facilities herein.
NOTE — If an on -site restaurant for other business with food preparation is contributing wastewater to this system, an oil/grease
disposal plan shall be submitted.
P. Additional Documentation:
➢ Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
-- E] Per 15A NCAC 02T .0415(a)(1) and .0504 provide the Certificate of Public Convenience and Necessity from the
North Carolina Utilities I Commission demonstrating the Applicant is authorized to hold the utility franchise for the area
to be served by the wastewater treatment and irrigation system, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
I
➢ Existing Permit (All Modification Packages):
E Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., compliance schedules, permit description, monitoring, permit conditions, etc.).
➢ Final Environmental Document (All Application Packages using public monies or lands subject to the North Carolina
Environmental Policy Act under 15A NCAC 01 C .0100 to .0400):
❑ Per 15A NCAC 02T .0105(c)(4), submit one copy of the environmental assessment and three copies of the final
environmental document (i.e., Finding of No Significant Impact or Record of Decision).
❑ Include information onl any mitigating factors from the Environmental Assessment that impact the design and/or
construction of the wastewater treatment and irrigation system.
➢ Floodway Regulation Compliance (All Application Packages where any portion of the wastewater treatment, storage and
irrigation system is located within the 100-year floodplain):
❑ Per 15A NCAC 02T .0105(c)(8), provide written documentation from all local governing entities that the facility is in
compliance with all local ordinances regarding construction or operation of wastewater treatment and/or disposal
facilities within the floodplain.
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 5 of 6

P. Additional Documentation (continued):
➢ Operational Agreements ( 11 Application Packages for Home/Property Owners' Associations and Developers
sold): I
➢ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit the proposed or approved Articles of Incorporation, Declarations
➢ Developers of lots to be!sold
❑ Per _1_5A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEW
➢ Threatened or Endangered Aquatic Species Documentation (All Application Packages):
of lots to be
and By-laws.
E Per 15A NCAC 02T, .0105(c)(10), submit documentation from the Department's Natural Heritage Pro ram
demonstrating the presence or absence of threatened or endangered aquatic species within the boundary of the
wastewater treatment, storage and irrigation facilities.
❑ If the facility directly ;impacts such species, this documentation shall provide information on the need for permit
conditions pursuant to 15A NCAC 02B .0110.
I
Wastewater Chemical Analysis (All Application Packages treating Industrial Waste):
❑ Per 15A NCAC 02T .0504(h), provide a complete Division certified laboratory chemical analysis of the effluent to be
irrigated for the following parameters (For new facilities, an analysis from a similar facility's effluent is acceptable):
❑ Ammonia Nitrogen (NH3-N) ❑ Nitrate Nitrogen (NO3-N) ❑ Total Organic Carbon
❑ Calcium ❑ pH ❑ Total Phosphorus
❑ Chemical Oxygen Demand (COD) ❑ Phenol ❑ Total Trihalomethanes
❑ Chloride ❑ Sodium ❑ Total Volatile Organic Compounds
❑ Fecal Coliform ❑ Sodium Adsorption Ratio (SAR) ❑ Toxicity Test Parameters
❑ 5-day Biochemical Oxygen Demand (BODS) ❑ Total Dissolved Solids
❑ Magnesium ❑ Total Kjeldahl Nitrogen (TKN)
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
I
NON -DISCHARGE PERMITTING UNIT
i
By U.S. Postal Service. By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE
[phone]
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: WWIS 06-16 & SUPPORTING DOCUMENTATION Page 6 of 6

Division Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0500 — WASTEWATER IRRIGATION SYSTEMS
FORM: WWIS 06-16
I. APPLICANT INFORMATION:
1. Applicant's name: Mountain Farms of North Carolina, Inc.
I
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Feder Il ❑ State ❑ Municipal ❑ County
3. Signature authority's name: Nolan Reynolds per 15A NCAC 02T .0106(b) Title: Director of Processing Operations
4. Applicant's mailing address) Mountaire Farms Inc., PO Box 339
City: Lumber Bridge I State: NC Zip: 28357-
5. Applicant's contact information:
Phone number: 302 934-1 100 Email Address: [e-mail] RECE'VE(?INOQEO/pWR
H. FACILITY INFORMATION: I
APR 2 7 �018
1.
Facility name: Mountaire Farms
- Lumber Bridge Plant
Non-pischWgq
2.
Facility status: Existing
pe V
3.
Facility type: Major (>_ 10,000
GPD or> 300 disposal acres)
4.
i
Facility's physical address: 11,7269
NC Hwy 71
City: Lumber Bridge
State: NC Zip: 28357- County: Robeson
5.
Wastewater Treatment Facility Coordinates (Decimal Degrees): Latitude: 34.86920
Longitude:-79.1075'
Datum: NAD83 Level of accuracy: Nearest second Method of measurement: Address matching
6.
USGS Map Name: Parkton
I
M. CONSULTANT INFORMATION:
1.
Professional Engineer: George TyrianLicense Number: 016421 Firm: Civil & Environmental Consultants, Inc.
Mailing address: 1900 Center Park Drive, Suite A
City: Charlotte State: NCI Zip: 28217-
Phone number: 980 237-0373
Email Address: g![e-mail]
2.
Soil Scientist: N/A
License Number: Firm:
Mailing address:
City: State:
Zip: -
Phone number: (_) _-
I Email Address:
3.
Geologist: N/A
License Number: Firm:
Mailing address:
City: State:
Zip: -
Phone number: (--) =
L Email Address:
4.
Agronomist: N/A
Firm:
Mailing address:
City: State:
Zip: -
Phone number: (_) _-
Email Address:
FORM: WWIS 06-16
Page 1 of 12

IV. GENERAL REQUIREMEN'
1. Application type: ❑ New
If a modification, provide
2. Application fee: $395 - St,
3. Does this project utilize pt
If yes, was an Environmen
If yes, which final environ
Briefly describe any mitig;
4. What is the status of the fc
—15A NCAC 02T .0100:
® Major Modification ❑ Minor Modification
existing permit number: WQ0000484 and most recent issuance date: 7/1/2015
aiu - maivi rawIlLY - maivi ivivu
c monies or lands? ❑ Yes or ® No
Assessment required under 15A NCAC 01 C? ❑ Yes or ❑ No
ntal document is submitted? ❑ Finding of No Significant Impact or ❑ Record of Decision
g factors from the Environmental Assessment that may impact this facility: N/A
wing permits/certifications applicable to the subject facility?
Permit/Certification
Date
Submitted
Date
Approved
Permit/Certification
Number
Agency Reviewer
Collection System (Q > 200,000 GPD)
N/A
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: 2,550,000 GPD
Limited by: ❑ Treatment, ❑I Storage, ® Field Hydraulics, ❑ Field Agronomics or ❑ Groundwater Mounding
7. Explain how the wastewater how was determined: ❑ 15A NCAC 02T .0114 or ® Representative Data
Has a flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes or ® No
Establishment Type
Daily Design Flow a
No. of Units
Flow
Poultry Process Wastewater
2,550,006 gal/day
1
2,550,000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
2,550,000 GPD
a See 15A NCAC 02T .01114(b), (d)_(e)(1) and (e)(2), 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. 42A-4).
FORM: WWIS 06-16
Page 2 of 12

IV. GENERAL REQUIREMENTS
8. What is the nearest 100-year
Are any treatment, storage c
If yes, which facilitie
If yes, has the Applic
9. Has the Applicant provided
information provided by the
10. Does the facility have a pro]
If no, provide an
If yes, complete the
—15A NCAC 02T .0100 (continued):
flood elevation to the facility? 182.2 feet mean sea level. Source: fris.nc. ov
irrigation facilities located within the 100-year flood plain? ❑ Yes or.® No
are affected and what measures are being taken to protect them against flooding? N/A
at submitted written documentation of compliance with & 143 Article 21 Part 6? ❑ Yes or ❑ No
ocumentation of the presence or absence of threatened or endangered aquatic species utilizing
department's Natural Heritage Program? ® Yes or ❑ No
)sed or existing groundwater monitoring well network? ® Yes or ❑ No
as to why a groundwater monitoring well network is not proposed: N/A
table (NOTE — This table may be expanded for additional wells):
Well Name
Status
Latitude a
Longitude a
Gradient
Location
Select
-
Select
Select
Select
0-
Select
Select
Select
-
Select
Select
Select
-
Select
Select
Select
0-
Select
Select
Select
0-
Select
Select
Select
0-
Select
Select
Select
0-
Select
Select
Select
0-
Select
Select
Select
0-
Select
Select
a Provide the following latitude and longitude coordinate determination information:
Datum: Select Level of accuracy: Select Method of measurement: Select
11. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been submitted?
❑ Yes, ❑No or ®N/A
12. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DM been submitted?
❑ Yes, ❑No or ®N/A
13. If the Applicant is a Home/Property Owners' Association, has an Association Operational Agreement (FORM: HOA) been
submitted? ❑ Yes, ❑No orj®N/A
14. Demonstration of historical
Has the Applicant or any p�
a. Has been convicted of
b. Has previously abandon
c. Has unpaid civil penalty
d. Is non -compliant with aj
e. Has unpaid annual fees i
onsideration for permit approval —15A NCAC 02T .0120:
nt, subsidiary or other affiliate exhibited the following?
ivironmental crimes under Federal law or G.S. 143-215.613? ❑ Yes or ® No
led a wastewater treatment facility without properly closing that facility? ❑ Yes or ® No
where all appeals have been abandoned or exhausted? ❑ Yes or ® No
existing non -discharge permit, settlement agreement or order? ❑ Yes or ® No
n accordance with 15A NCAC 02T .0105(e)(2)? ❑ Yes or ® No
FORM: WWIS 06-16
Page 3 of 12

i
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)
25 mg/L
mg/L
Biochemical Oxygen Demand
(BODO
5,000 mg/L
mg/L
Fecal Coliforms�'`"
_
per 100 mL
Nitrate Nitrogen (NO3-N)
<1 mg/L
mg/L
Nitrite Nitrogen (NO2-N)
<1 mg/L
mg/L
Total Kjeldahl Nitrogen
-
mg/L
Total Nitrogen
230 mg/L
mg/L
Total Phosphorus
64 mg/L
mg/L
Total Suspended Solids (TSS)
8,550 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
i
If yes, describe what treatment units are bypassed, why this is necessary, and where the bypass discharges: MBBR - Only for
equipment failures.
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)? N/A
j 5. Check the appropriate box describing how power reliability will be provided in accordance with 15A NCAC 02T .05050):
❑ Automatically activated (standby power supply onsite capable of powering all essential treatment units; or
® Approval from the Dire for that the facility:
➢ Has a private water supply that automatically shuts off during power failures and does not contain elevated water
storage tanks;
➢ Has sufficient storage capacity that no potential for overflow exists; and
➢ 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? 2
8. How does the Applicant propose to prohibit public access to the wastewater treatment and storage facilities? Only authorized
and storage facilities and propoer care to be taken when near them.
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 I astewater treatment facility, do the septic tanks adhere to the standards in 15A NCAC 18A
.1900? ❑ Yes, ❑ No or ® IN/A
FORM: WWIS 06-16 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)
Volume
(gallons)
Plan Sheet
Reference
Specification
Reference
Select
Select
Select
Select
Select
b. SECONDARY / TERTIARY TREATMENT (i.e., biological and chemical processes to remove organics and nutrients)
Treatment Unit
No!
Units
of
Manufacturer or
Material
Dimensions (ft)
Volume
(gallons)
Plan Sheet
Reference
Specification
Reference
Clarifier
1
Sorin (AFCO)
14' x 1 F x 11.5'
800 gpm
230
n/a
Aeration Basin
2
Entex
52' dia x 29' SWD
460,000
102
n/a
Select
Select
Select
Select
Select
Select
f
c. DISINFECTION
Treatment Unit
Noi of
Units
Manufacturer or
Material
Dimensions (ft)
Volume
(gallons)
Plan Sheet
Reference
Specification
Reference
Select
Select
➢ If chlorination is the proposed method of disinfection, specify detention time provided: N/A minutes (NOTE — 30
minutes minimum requirl d), and indicate what treatment unit chlorine contact occurs: N/A
➢ If ultraviolet (UV) light is the proposed method of disinfection, specify the number of banks: N/A, number of lamps per
bank: N/A and maximum disinfection capacity: N/A GPM.
d. RESIDUAL TREATMENT
Noj,
of
Manufacturer or
Volume
Plan Sheet
Specification
Treatment Unit
Dimensions (ft)
Units
Material(gallons)
Reference
Reference
Select
Select
FORM: WWIS 06-16 1 Page 5 of 12

V. WASTEWATER TREATMENT FACILITY DESIGN CRITERIA —15A NCAC 02T .0505 (continued):
e. PUMPS
Location
No. of
Pumps
Purpose
Manufacturer /
Type
Capacity
Plan Sheet
Reference
Specification
Reference
GPM
TDH
Feed Forward Pump
Building
1
4
Existing Pumps: New
Configuration Feed
Forward to WWW
DAF
Gorman -Rupp,
Centrifugal
750
61
263
Above Ground Sump
2
Existing Pumps: New
Configuration Feed
Forward to MBBR
Units
Gorman -Rupp,
Centrifugal
1770
36
103
Treatment Building
i
l
i
Sludge Transfer
Pumps
Air -diaphragm
50
230
f
i
i
I
f. BLOWERS
Location
No. of
glowers
Units Served
Manufacturer /
Type
Capacity
(CFM)
Plan Sheet
Reference
Specification
Reference
Outdoors
3
MBBR Units
Excelsior
positive displacement
4100
111
na
g. MIXERS
Location
No!
Miters
of
Units Served
Manufacturer /
Type
Power
h
Plan Sheet
Reference
Specification
I Reference
�j
I
h. RECORDING DEVICES & RELIABILITY
No. of
Maximum
I Plan Sheet
ISpecification
Device
Location
Manufacturer
Units
Capacity
Reference
Reference
Pre-MBBR No.
Influent Flow Measuring Device
1
Emerson 10"
6,139 gpm
1
I
Pre-MBBR No.
Influent Flow Measuring Device
1
Emerson 10"
6,139 gpm
2
Effluent Flow Measuring Device
1
Effluent
Emerson 10
6,139 gpm
Select
i. EFFLUENT PUMP / FIELD DOSING TANK (IF APPLICABLE):
FORM: WWIS 06-16
Page 6 of 12

Plan Sheet Specification
Reference Reference
Internal dimensions (L x W x H or (p x H) N/A ft I N/A ft N/A ft N/A N/A
Total volume ft gallons
Dosing volume ft3 gallons
Audible & visual alarms
Equipment to prevent irrigation during rain events -` R
FORM: WWIS 06-16 I Page 7 of 12

VI. EARTHEN
DESIGN CRITERIA —15A NCAC 02T .0505:
1. What is the earthen impoundment type? Select
2. Storage Impoundment Coordinates (Decimal Degrees): Latitude: Longitude: - °
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 aIrea? 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 pro I ided predictive calculations or modeling demonstrating that such placement will not result in a
contravention of GA groundwater standards? ❑ Yes or ❑ No
8. What is the depth to bedroc 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, o or ❑ N/A
E, 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 wiater or groundwater standards will not be contravened? ❑ Yes, ❑ No or ElN/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
12. Provide the requested earthen' i impoundment design elements and dimensions:
i
Earthen Impoundment Design Elements
Earthen Impoundment Dimensions
Liner type: I
❑ Clay
❑ Synthetic
Top of embankment elevation:
ft
❑ Other
I ElUnlined
Liner hydraulic conductivity:
x - cm/s
Freeboard elevation:
ft
Hazard class:
Select
Toe of slope elevation:
ft
Designed freeboard:
ft
Impoundment bottom elevation:
ft
Total volume:
ft3
gallons
Mean seasonal high water table depth:
ft
Effective volume:
ft3
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:
ft2
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 06-16 Page 8 of 12

VII. IRRIGATION SYSTEM DE ' SIGN 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
' irrigation 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?
I3. 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
iSelect
Select
I
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(n)?
5. How does the Applicant propose to prohibit public access to the irrigation system?
i
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 Applicanit 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
lbs/ac• r
Phosphorus Uptake
Rate lbs/ac• r
i
a. Specify where the nitrogen and phosphorus uptake rates for each cover crop were obtained:
b. Proposed nitrogen miners lization rate:
c. Proposed nitrogen volatilization rate:
d. Minimum irrigation area from the Agronomist Evaluation's nitrogen balance: ftZ
e. Minimum irrigation areai from the Agronomist Evaluation's phosphorus balance: ftZ
f. Minimum irrigation
from the water balance: ftZ
FORM: WWIS 06-16 1 Page 9 of 12

1
i
VII. IRRIGATION SYSTEM DESIGN CRITERIA —15A NCAC 02T .0505 (continued):
8. Field Information (NOTE +his table may be expanded for additional fields):
Field
Area
(acres)
`
Dominant
i
Soil
Series
Designed
Loading
Rate
(in/hr)
Designed
Loading
Rate
in/ r)
Latitude a
Longitude a
Waterbody
Stream Index
No. n
Classification
0
- 0
0
- 0
l
0
0
0
0
0
0
0
- 0
0
0
0
0
0
- 0
I
I
0
_ o
0
_ 0
0
0
0
0
0
0
0
_ o
I
0
_ o
0
0
i
0
- 0
0
- 0
0
_ o
Total
a Provide the following latitude and longitude coordinate determination information:
I
Datum: Select Level of accuracy: Select Method of measurement: Select
b For assistance determin' gg the waterbody stream index number and its associated classification, instructions may be
downloaded at: http://deq.nc.gov/about/divisions/water-resources/planning/classification-standards/classifications
Spray Irrigation
Design Elements
Drip Irrigation Design Elements
Nozzle wetted diameter:
ft
Emitter wetted area:
ftZ
Nozzle wetted area:
fDistance
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
4
Specification Section:
FORM: WWIS 06-16
Page 10 of 12

VIII. SETBACKS —15A NCAC 0;
1. Does the project comply N
If no, list non -compliant s
2. Have any setback waivers
If yes, have these waivers
Deeds? ❑ Yes or ❑ No
3. Provide the minimum fie]
units (NOTE —Distances,
all setbacks found in the river basin rules (15A NCAC 02B .0200)? ❑ Yes or ❑ No
cks: N/A
n obtained in order to comply with 15A NCAC 02T .506(a) and .0506 b ? ❑ Yes or ❑ No
i written, notarized and signed by all parties involved and recorded with the County Register of
-ved distances (ft) for each setback parameter to the irrigation system and treatment/storage
than 500 feet may be marked N/A):
Setback Parameter
Irrigation
System
I Treatment /
tora a Unit
Any habitable residence on place of assembly under separate ownership or not to be
maintained as part of the project site
Any habitable residence or
art of the project site
place of assembly owned by the Permittee to be maintained as:
_
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
fi ; g,
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
, R
Any swimming pool
Public right of way
Nitrification field
Any building foundation orlbasement
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 (N%-N)
mg/L
mg/L
mg/L
Biochemical Oxygen Demand
(BOD5)
mg/L
mg/L
mg/L
Fecal Coliforms
per 100 mL
per 100 mL
Total Suspended Solids (TSS)
mg/L
mg/L
mg/L
Turbidity
NTU
FORM: WWIS 06-16
Page 11 of 12

IX. COASTAL WASTE TREATM
I
1. Is this facility located in a G
I
For assistance determining is
Areas Boundary.
2. Is this an Interim Treatment
NOTE — Interim facilities dl
IF ANSWERED YES TO ITE
3. Is equalization of at least 25
4. How will noise and odor be
5. Is an automatically activated
I
6. Are all essential treatment ui
I
NOTE — Per 15A NCAC 0
treatment process whose lc
including aeration units or 1,
blowers.
7. Are the disposal units (i.e.,u
8. Is there an impounded pubs
9. Is there a public shallow gro�E 10. Is there a private groundwat
11. Are there any SA classified 11
12. Are there any non -SA classic
13. Are there any surface water c
14. Per the requirements in 15A
15. Is the green area clearly deln
16. Is the spray irri_ag tion wetted
17. Does the designed annual lo,
ENT DISPOSAL REQUIREMENTS —15A NCAC 02H .0400:
astal Area as defined per 15A NCAC 02H .0403? ElYes or ® No
the facility is located within the Coastal Area, a reference map may be downloaded at: Coastal
and Disposal Facility per 15A NCAC 02H .0404(g)? ❑ Yes or ® No
o not include County and Municipal area -wide collection and treatment systems.
MS IX.1. AND IX.2., THEN COMPLETE ITEMS IX.3. THROUGH IX.17.
of the average daily flow provided? ❑ Yes or ❑ No
controlled?
standby power source provided? ❑ Yes or ❑ No
its provided in duplicate? ❑ Yes or ❑ No
!T .0103(16), essential treatment units are defined as any unit associated with the wastewater
ss would
e of
the
ther main likely
treat e t units, the
clarificati n equipment, l filte filters,meeting
disinfection equipment, performance p mrseand
P P
rigation fields) provided in duplicate (e.g., more than one field)? ❑ Yes or ❑ No
surface water supply within 500 feet of the wetted area? ❑ Yes or ❑ No
indwater supply (less than 50 feet deep) within 500 feet of the wetted area? ❑ Yes or ❑ No
r supply within 100 feet of the wetted area? ❑ Yes or ❑ No
raters within 100 feet of the wetted area? ❑ Yes or ❑ No
ied waters within 50 feet of the wetted area? ❑ Yes or ❑ No
iversions (i.e., drainage ditches) within 25 feet of the wetted area? ❑ Yes or ❑ No
VCAC 02H .0404(e)(7), how much green area is provided? ft
Bated on the plans? ❑ Yes or ❑ No
area within 200 feet of any adjoining properties? ❑ Yes, ❑ No or ❑ N/A (i.e., drip irrigation)
ding rate exceed 91 inches? ❑ Yes or ❑ No
FORM: WWIS 06-16 1 Page 12 of 12

- Professional )✓ngineer's'Certifica (ion:;
Is Cy2c `l'� to attest fiat th s`application fore
_ (Pr"o essngtneer's name froitt Application ]tem li} 1)
• �� J'y"ty�"`A l RG � '�'.A 2y�t• S , c�C � cYlt2�''t�l � oA (L:D i.i�_isr � ;���_ C;
(Facility name froni'Application Item II 1 )
lias been reviewe by me and is i accurate, cotiiplete `and consiste'nt� with the informutton supplied in the plans; 'specifications;
I „engmeerin"g'catculattons, :and all otlter,sujiporting ;dociunentlfioii' to'the best of.'niy kno>vledgc. I fur�}ier attest th5t to the best of in
knowfed.g the proposed. design has'been prepared in accordance with -this application package and its mstniotions, as well as all
:applicable cegulations:anc} statutes. Although other profcssioiiuls may, iave developed,'certaiif,po'rtioris.of,this submittal �packlge,
inclusion oEtlicse materials under my signature and seal'signtfies'ttial l.hdvc reviewed this ,maierial andhaye. judged ifto be consistent
with thc, proposed :design:
.NOTE in accordance with General�Statutes l43 1$ 6A and 143 215:613, any.person.% ho�kno�ringly inakes any'faise statement;
representafion, or certification in any, application pacl.agc''shall be auilt-y of a. Class 2 misdef canor, which may : lude,'a fine -•not; to -
`exceea �1�0;000,'as'`wcll as civil.pentilties up to $25;000 peg violation.
North,Car`olina Pi•ofessio' - 13ngineer's seal, signature,,a"nd dater ��Gr�gIl9�cQ2aa,���_
I
.,o ca
Oi
Applim it's. Certification per iSA'NCAC
L�
S `
a I
,_�'L,�F �7 O8b.1y9v0
k Ub.
►iity'•s nain & till from Application Item
(Fa" ity nanie,froni-Application ltem 11.1:)
ihi s'applicat}on :for.
ha$ been reviewed by me AIM -is accurate aiid-coiiipletc to: the bcs(of my,knowledge. I understand :that tiny 4isc' Mrg6 of wastewater
from this,'`iion discharge system :to, s'urfacc, waters• or ttic..land will result in an; immediate enforcement action that may include; civil
;penalties, i0junctive relief, and/or criminal prosecution. I will iiial e: no, claiin against the biVision'of Water Resources. should a
condition of this permit be -violated l .also, understand that tfiil( required parts•of diis'application package•are not completed and,that
if!till required supporting.infommiion-.and attachments are not included, this application package will be returned,to me as, }ncomplete.
I further..certify that"tl a Applieani:or any affiliate-lias not been convicted of an environmental' crime, lias.not.abandoned'a wastewater
fa?Ility without proper closure; does not have an outstanding civil penalty where all "appeals have,been exhausted -or abandoned; are
i.
compliaiit.witli;any active.compliance schedule,'arid do.not have any -overdue annual:fees..per 15A NCAC' OAT s0105(e).
NOTE =.In accordance Wit}r General Statutes.•1d3=215 6A.and,143-215.6B any'person who knowingly fakes ariy1alse statement;
'representation, or`ccrtrfcatton rii; any'applicat}on package'shall lie guilty of a Clas5.`2 misdemeanor, glitch may }nclude:a fine :not to
exceed S;1U,000;as )ygll,as civil' enalties up to S25,000,per violation. y �i
•S}gnature:. Date: " / %4�
FORM: WNYIS'06l`6 Pagc 0 of12

DENT WASTEWATER CHARACTERIZATION
LABORATORY ANALYTICAL REPORTS

Cameron Testing Services, Inc. Laboratory Report NC DENR#654
NC PHHS #37799
cbient
Mountaire -Farms
172018
US EPA #NC01918
;ak.�
f;crsPro� ;:
+�gM�
Proe�Ct
Eng. Specials #1
�Regulai:cry�
Yes
Sample Information
5amplei��,
W. Waite DateP�
r x 11/30/17
bra*`
Rece�ve�lt
J. Zubeck
De 11/30/17
Analyses and Results
172018 01 FEB I ww co COD
6550
marl.
10
12/01/17
sCOD
1890
MA
10
12/01/17
j BOD
6620
nofL
3
12/01/17
sBOD
1160
mgrL
3
12/01117
TS (%)
0.457
:h
0.025
12/01/17
TSS
1450
mg/L
167
12/04117
TKN
265
mg/L
0.2
12/08/17
N-NO2/NO3
<0.050
mgn
0.05
12/05/17
TN
265
mg/L
0
j N-NH3
28.9
mg/L
0.1
12/07/17
I Tot. P
34.2
MOIL
0.65
12/05/17
o-PO4
24.0
mg/L
0.06
12/01/17
Alkalinity
194
mg/L
i
12/06/17
PAA
I
0.0107
mg1L
0
12/01/17
Report
Review
Lab Director Date
219 S. Steele Str.
Sanford NC 27330
5220 COD - D
5220 COD - D
5210 BOD5 - B
5210 BOD5 - B
2540 G - TS
2540 D - TSS
4500 Norg - B
4.500 NO3 - E
Calculation
4500 NH3 - D
4500 P - WE
4600 P - E
2320 B - Alk.
45M CI D-T.Res. CI
919-208-4240
chfis@c=erontestina..com

a
219S. Steele Str. Cameron TestingServices, Inc. .chaff of Custody
Sanford, NC 27330
PhnnA- g19_9nR-49dn NC WW/GW Cert #654 NC PHHS Cert # 37799 US EPA NCO1.918 Page Of
fl�
Mountaire _—_
t:maD`
RJaCksonQa Mountaire:com
r ,>'{.''
a �'��'
�
,•.,.. fir_„�..,,±�;n �`
�.'3 ,r ,
910-359-5275
Robert Jackson
Phane,
tK�
Sample, Tem ,
."�rR�
1U� i
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`A1 dress:(,C
17269 NC Hwy 71 N
State�Zfji) t�
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Lumber Bridge; NC 28357
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Pro�ect«F
Wbieftt Specials, 4.1
-_:� ���.`�i
I, �
:;(YEN) •_9a
`(Yl.�#)�.�E
r tfe ted ' !Name: Signature:
F�� V �/ �/ �.• �/'� c ��G
t; r ,r_,;,
x
f) 6` r'. ';,
a _ -- -. �._
Sample infor aEio nq_
m
= _ :- � r
Dumber of bo ides
F
S =fie eszl'A>rfatys�isr -0;3
$
..: r . _max . -
; . -
- _ -
_
x ,
x ; z .
` vo
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Preservatives U n r eared,
() Qs F
z'G`TS lab ..
Sample -iD
p
i Q
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m �
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a
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H2 S 04J H tv 03� Na ,osulfate `Na O HT
(} O. ( )Tn OW.
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Other(JC) Indicates w (,
k:
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COD, Sol - COD, BOD, Sol. BOD;TS
01
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-.--
TSS;NOX;TKN, NH3,TN, TP,OP,:Alk
-
;Received _
. ,_,L: Datet'Ithie•;:
Rush work will require prior. approval. Additional charges will apply

Cameron Testing Services,
Inc. Laboratory Report
NC DENR#654
NC PHHS #37799
:?RM
Mountaire Farms
VS EPA #NC01918
4C
yy 172027
Projects ` t
Eng. Specials #2
Yes
Sample Information
i Sampled
+'
W. Waite ate
j
,� z . Py -
12/01/17 Recelvecj C. Cameron
ate 12/01/17
6
Analyses and Results
172027 01 FEB ww co COD
5020
maL
10
12/04/17
5220 COD - D
SCOD
147
mg/L
10
12/04/17
5220 COD - D
BOO
3500
msrL
3
12/01/17
5210 BOD5 - B
SBOD
785
mgiL
3
12/01/17
5210 BOD5 - B
TS (%)
0,417
%
0.025
12/04/17
2540 0 - TS
TSS
,3680
mg<L
250
12/04/17
2540 D - TSS
TKN
184
mg1L
0.2
12/08/17
4500 Norg - B
N-NO21NO3
<0.050
md/L
0.05
12/05/17
4500 NO3 _ E
TN
184
mg/L
0
Calculation
i N-NH3
37.5
mg/L
6.1
12/07/17
4500 NH3- D
Tot. P.
27.5
inaL
0.05
12/0511.7
4500 P - B/E
o-PO4
16.6
mglL
0.06
12/64/17
4500 P - E
Alkalinity
170
inaL
1
12/06/17
2320 B - Alk.
I
PAA
50.0107
maL
0
12/01/17
4500 CI D-T.Res. CI
Report
Review
i �a n:.e, f— i — Date
.219 S. Steele Str.
Sanford NC 27330
919-208-4240
chris(gmmerontesting.cont

r
Cameron -Testing Services, Inc. Laboratory Report NC DENR#654
NC PHHS #37799
US EPA ##NC01918
Mountaire Farms C�'S PY,o�zg 112027
Pro�ecFI Eng. Specials #2Yes
-Sample Information
ample W. Waite �DateI. 12/01/17 �� Reeetve C. Cameron �Dat 12/01/17
Analyses and Results
r
?""'."'� _;�� r T _��^ E1";� "'''eft k ? S � I r'T"`4 'T'�i_' _ �. 2 c s'R'a` i'_s. ..P-•--r• .,
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Pc
� � � e3 �"t�.,,lku..,•\, - ?{M�n�n�,k �\ �"�,�}�Qp }7x �c 1 t�>f {�.r. ) p��!<�t�i{�. ;r ,,r � { t @ ���' �Std 'IVletll0fi
v. i �. L�1 x. `�"k t '�� �t � ;'-4� ��'."'S""�"� tI ai ,i.1 � 7 +, *, k ;atQ '� •t d �.�. ISt
_..._:.r' .r.•r�se',M��,-=„a."� .,.._..: �= Y ,� �-v a: 7 *-ht.., f th Ht; r�,,t. � }� .,. � I r
172027 02- Sorin DAF ►+vw co
COD
1710
mglL
10
12/04/17
5220 COD - D
SCOD
1220
mg1L
io
12/04/07
5220 COD - D
BOD
1200
mg/L
3
12/01/17
5210 BOD5 - B
sBOD
>959
mgiL
s
12/01'/17
5216 BOD5 - B
TS (%)
0.182
°h
0.025
12/04/17
2540 G - TS
TSS
212
mglL
n
12104/17
2540 D - TSS
TKN
177
mg1L
0.2
12/11/17
4500 Norg - B
N-N621NO3
<U.050
mglL
0.05
'12105/17
4500 NO3 - E
TN
177
mg/L
0
Calculation
N-N143
'24A
mglL
0.1
12/07/11
4500 NH3 - D
Tot. P
31.0
mg1L
0.05
1.2/05/17
4500 P - B/E
o-PO4
28.0
MG&
0.05
12l01 /17
4500 P - E
Alkalinity
141
rtigfL
1
12/06/17
2320 B - Alk.
PAA
0.0428
mg1L
0
12/01/17
4500 CI D -TA6% C1
Report
Review4
) Zl ZC(l ( 7
ah nirianfnr 1 Date
210 S. Steele Str.
Sanford NC 27330
919-208-4240
[e-mail]

219 S. Steele Str. Cameron Testing Services, Inc. Chain of Custody
Sanford, NC 27330
240 NC VUW/GW Cert. #654•NC PHHS Cert# 37799 US EPA NC01918 Page t_ of ,1_
Phone 919-,,08-4
yd`k".
C span ,
Mountaire.
Emai[ ,
RJackson@Mountaire:wm
.� a s
CTS !ab$use
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only ,
910 359-5275
.�
t f3ontas fg
_
Robert Jackson
Phone.
;Salnp1djemp :
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Pray t °`7 2� z`7
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17269 NC Hwy 71 N
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I i
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Cameron Testing .Services, Inc: Laboratory Report
Mouniaire Farms
a `CTS"Pr
4PkroJecta f,
Eng. Specials #3
Regtifat
Sample Information
,Mf 3argp10df ='f
W. Waite
b t 12/02/17JRe3ce(ve
L
s
172028 02
Sorin DAF
I
I
Analyses and Results
'NC DENR #654
NC PHHS #37799
US EPA #NC01918
172028
Yes
t
C. Cameeon I Dates 12/02/17
L., a _., .
ww ca COD
1630
mgtL
10
12/04/17
5220 COD - D
sCOD
1130
mg/L
10
12/04117
5220 COD - D
BOD
1090
MOIL
3
12104117
A '5210 BOD5 - B
sBOD
1140
mWL
3
12/04/17
A 5210 BOD5 - B
TS (%)
0.170
%
0.025
12/04/17
2540 G - TS
TSS
145
mg[L
25
12/04/17
2540 D - TSS
TKN
131
mg/L
0.2
12/11/17
4500 Norg - B
N-NO2/NO3
<0.050
mg'L
0.05
1.2/05/17
4506 NO3 - E
TN
131
mge.
0
Calculation
N-NH3
25.8
mglL
6.1
1 J07/17
4500 NH3 - D
Tot. P
28.8
mg(L
0.05
12/05/17
4500 P - B/E
o-PO4
'19.4
rnalL
o.05
12/04/17
4500 P - E
Alkalinity
'114
mg/L
1
12/06/17
2320 B -Alk.
PAA
0,1498
mg/L
0
12/02/11
45WCI6-T.Res.C1
Report
Review
lab Director Date
219 S. Steele Sti 919-2084240
Sanford NC 27330 chris@damerontestino,.com

219 S. Steele Str. Cameron Testing 'Services, Inc. .chain of custody
Sanford, NC 27330,
Phone: [phone] NC WW/GW Cert. #654 NC PHHS Cert # 37799. US EPA NC01918 -Page I of
pany�'�MOuntaire
MM )
RJackson Mountaire.com
Robert Jackson
a`oo�itcr
r
ahane
910-9-5275
35
tSar�tplffTemp�
f k E �(C)
z,�
Proj ° . I `I 2.C� z g
17269 .NC Hwy 71 N
F
4
rArnve
;tires'(City„
S�te2 ipF
tS 'Lumber
-
-y
Bridge, NC 28357Note�
� � �'�� �•'`
T t�
roject.�
Regulatory>� i
4
Rush
MA Eng Special;
Cdllbte� ' !Name: Signature:
�Mi i
Sam le lnformat�on� - _ Ntimtie� of bottles 7 ye nested Anal fis
P•_'"+. .- -{-'-a •. ... .... ,.: ��- �... '..fit _.- �
o �{
x
?
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PFesenrafJves (U)npr6-6di ed, H(C)i,:
b
j
ID�
Sample.ID
c4a
3 Na(0)H,
C9)
U
cis O
Oth((XN)a)ThioQfate
erIndicate'�ys
Nz
FEB
171OZA i 44c
Co
+ WW
!
1 U '
BOD, sBOD,TS, TSS,. Alk, oP01
1s f
COD,sCOD,NOX,TKN,NH3,TN,TP
o�
(
uSorin DAF
`Z/ZI Co
WW
i
1 U
BOD, sBOD-TS, TSS, Alk, oP
f z
1`10S I __
1S I
COD,sCOD,NOX;TKN;NH3,TN;TP
I
f
Relin utshd :.?. ,,..
- ,_ ;_• k -
- - Received:
- - -- —--------- -
12lazjr`7
-- ----
��
(Z/oz�r�7• 163.0
Rush work will require. prior approval. Additional chargeswill, apply

Cameron Testing Services;
Inc. Laboratory Report.
NC DEN R#654
NC PHHS #37799
#,Cl�{ent
Mountaire Farms 172629
US EPA #NC01918
6 Protect
Eng. Specials #4r Rg�,Eory Yes
Sample Information
f T"SampTecTJ�
C. Cameron
12103117Reeeived� C. Cameron
Date 12/03117
Analyses and Results
172029 01 FEB
ww Co COD
6660
mg7L
10
12/04/17
5220 COD - D
sCOD
1.250
TiVL
10
121/04/17
5220 COD - D
BOD
4770
mgA.
3
12/04/17
A 5210 BOD5 - B
sBOD
1300
mg&
3
12/04/17
A 5210 BOD5 - B
TS (%)
0.518
%
0,025
12/04/17
2540 G - TS
TSS
3440
mgn.
139
12/04/17
2540 D -TSS
TKN
223
man.
0.2
12/20/17
4500 Norg - B
N-NO2/NO3
40.050
mml
0.05
12/05/17
4500 NO3 - E
TN
223
malt.
0
Calculation
N-NH3
29.5
mg1L
0.1
-12107/17
4500 NH3 - D
Tot. P
$7.2
man.
o.as
'12/05/17
4500 P - B/E
o-PO4
24.6
mg/L
0.06
12/04/17
4500 P - E
Alkalinity
147
m9R
1
12/06/17
2320E - Alk,
PAA
0,0963
mall
0
12/02/17
.4600 cl D-T.kes, CI
Report
Review f Z / Z9 (7
Lab irector I Date
219 S. Steele Sir,
Sanford NC 27330
919-208-4240
[e-mail]

Cameron Testing Services, Inc. Laboratory Report
NC DEN #654
NC PHHS #37799
iry�r�.sa" i
4t Clie t
r•^
Mountaire Farms °c7SIPro� 172029
US EPA #NC01918
4 "1
Rro�ec- .
r brad
Eng. Specials #4 Regr}lll�tocy Yes
•,. �w.�.. .�,f
Sample Information
^Sampled
C. Cameron Date `„
12/03/17 Receive C. Cameron
C Date 12/03/17
I
Analyses and Results
}fta °°,'.� o i�+Yk;Tvr^.r{ ri'�j�4"Ed un.:.I�.h .,, 14 ti: ri�fy"q'`,"�t �i ( ,� ! rh�'..��`a.pCz* nb•it' `f'T ay 1'' '�L.%Yt��(:±. �
� r %4,c i .��� � } !•'7Ci - f j t ,y Pear 1� w �-i 9 Y y ^'� wy1 %�^��sF��, �i i:L �m <�i. �' h,di� t
f ti �'.�i z zox'',5>�:j •�.: rc�4� J+ f P,a.0 1' p^r aEn .{�3�in � ir '..� J:i4'� �}!� 9 ,n.. r f!J m ' ��,7 es,
.1z fir. 1 7k �z�. a 3 � ! t r�•- q + p � 'y�`�-,..�� O.� C ye. y� r+,` Ss sta.sMethotlS
Lab11D,�� ;,� �-���Sample{I��,+,L�kb,•9iz 7{O� �°' a ti�'iif�nalyt@�%���ri� iti;Re$t�lt.�,l vC�'T�a4a>���s ID<.��T � r10��•' li "yT,�;-a'� .;Y. . in,,�
ILL .f �� .,x, r 'rY �. ')... .�u �: -S:3a I Ly J�I�Sx3 '! 7�x .t[ :t '� �. 7�'• � FL f•• Lt i-v �4 '� xh,'aw� `���`J'ar'+i,Si,y ?�7ty ya.. '. tI 1 Sa'Q � 1.G.r- % � eT?1�, �`
_ ,., . . S.a .0 L�.t...1.. i .:-.i:..:� _ Y • tl: ii� a _.aw_S�L.. � .a„ �.f:l:i'._..._ .:.�LeLa..k_
172029 02 Sorin DAF ww co COD
I
2710
mg1L
1D
12/04/17
5220 COD - D
sCOD
1230
mgfL
10
' 12/04/17
5220 COD - D
BOD
1210
mg1L
3
12/04/17
A 5210 BOD5 - B
sBOD
968
mgA.
3
12/04/17
A 5210 BOD5 - B
TS (%)
0.177
%
0.025
12104/17
2540 G - TS
TSS
i
94.0
mg/L
25
12104/17
2640 D - TSS
TKN
140
mg1L
0.2
12/20/17
4500 Norg - B
I
N-NO2/NO3
<0.050
MA
0.05
12/05/17
4500 NO3 - E
TN
141
mg[L
0
Calculation
N-NH3
27.3
MA
0.1
12/07/17
4500 NH3 - D
Tot. P
29.8
mg/L
0.05
12/05/17
4500 P - B/E
o-PO4
23.3
mg)L
0.05
12/04/17
4500 P - E
Alkalinity
132
mg1L
1
12/06/17
2320 B - Alk.
PAA
0.0107
mA
0
12/02/17
a500 c1 D - T,Res. C1
Report
Review
Lab Director
219 S. Steele Str.
Sanford NC 27330
—1Z-5 / !
Date
919-208-4240
chrisocamerontestinb.com

219 S. Steele str. Chain of Custody
Cameron Testing Services, Inc.
Sanford, NC 27330 Pa e' of
n.I1 /'fAt1 AQAA NC WW/GW.Cert. #654 NC PHHS Cert#37.799US EPA NC01918 g
Vat'
cOmpa"y`
z��wy�s,
Mountaire
jEmatt
d ii'��i3CTS
labuse only��
., ?.
Cotact
— - — —
Robert Jackson,
ti t
?O°e•
;Sampletemp
lC�`,
(' j i
Z • $ rF�ra ^ s
—RJacicson@Mountaire:com
910-359-5275
`� Z O Z�
Rtldre�sY(C ty
17269 NG HWy 71 N
E
Lumber Bridge, NG 28357
. Notes
r°
u
� Z 1
'<
UU
Regulatory, <
t
r Rush:
;
MA Eng Special
"C,olleateci' -sE
Name: � S� Signature:
f�<�r,
�r`�
TrcCsi �... y��r. .F.
Sample Information , "
n
•.ial,.{.7,avS_-:....-[.... - -, 1,.
Number of bottles?
rRe uap�vted Analysis
�wlit`.. "i4`,`
rY3
{... I
x Z
U U i y
O m
Preservatives (U)npresenred
S
CT5►�1ab
a) a QI
� rn
Sample ID
�' E I E �i i }
a
-� c7 a i
"'
H2(Sj04, H N 03 Na Thiosulfate, Na O H,
_
(Other )Indicate,
4F
"u
! 1= ! V C7!
m o o
- (X)
FEB
'�aj� j ��(/S Co ' WW Y
1lJ I U
BOD,.sBOD,TS, TSS, Alk, oP
-- — "— — --
COD,sCOD,NOX,TKN,NH3;TN,TP
--- -
--- • ------ -- -----
--tea--� � .
: _ ^
Sorin DAF
Co VJW Y
1 U I U
BOD, sBOD;TS, TSS, Alk, OPZ
1S i
COD,sCOD;NOX,TKN,NH3;TN,TP
Rehn wished =:. ,_,,::.•,:--: ,• .f:
_ Received
IZ,&3 r7-
/ S sb
Rush work.will require prior approval. Additional charges will apply

Cameron Testing Services, Inc. Laboratory Report
NC DENR#654
NC PHHS #37799
Mountaire Farms
�� Prod ' 112033
US EPA #NC01918
�,� S Y,iJY•a, � ��rY
ci i i. I '
PcoeCt
ng. Specials #5Regulatory
Yes
Sample Information_
Sampled
C. Cameron r` Date0. 12/04/17Recetved
C. Cameron
_7
hate' 12/04/17
Analyses and Results
172033 01
Report
Review
219 S. Steele Str.
Sanford NC 27330
FEB
i
VM Co
COD
sCOD
BOD
sBOD
TS (°/a)
TSS
TKN
N-N021NO3
TN
N-NH3
Tot. P
o-PO4
Alkalinity
PAA
14300
man.
10
12/06117
1360
marL
10
12/06/17
9810
ma1L
3
12/06/17
1400
mafL
3
12/06/17
1.73
%
0.625
12106/17
27000
me1L
278
12/06/17
280
man.
0.2
12/20/17
<0.050
man.
0.05
12/05/17
250
ma1L
0
16.9
malL
0.1
12/07/17
37.2
marL
0.05
12/05/17
66.5
mgn.
0.05
12/05/17
102
mat•
1
12/06/17
0.0214
mg1L
0
12/04/17
j2/2t// 17
Date
5220 COD - D
5220 COD - D
5210 50135 - B
5210 BOD5- B
2540 G - TS
2540 D - TSS
4500 Norg - B
4500 NO3 - E
Calculation
4500 NH3 - D
4500 P - B/E
4500 P E
2320 B - Alk.
45M CI D-T.Res. CI
919-208-4240
[e-mail]

Cameron Testing Services, Inc. Laboratory Report
NC oENR4654
NC PHHS #37799
CIa it'r
Mouniaire Farms ? Przij 172033
US EPA #NC01918
s"
b
zaj"ec,} ,
Eng. Specials #5
Regwatory Yes
. •
i
_ Sample Information
If
�„at {~r.� b.3'.1•J� "ri'4 i. �
C. Cameron oe 12/04/17tteceTr V
C. Cameron
[' ki L.
1 Date 12/04117
ma�p3.1
j Analyses and Results
����iL. A W ? "_�' ". �; ,•UaR1�71C'IN � a:�-'�iW t l ,J•'^ ; s-3?.;I1���l�yap r;�nwua _ E�3F'G�e:;, f,.�"=� �{p +, 1p;, r n,t.� ,:
) .a.� �' j' _k `" �+ S j S '.�� Fk 1�•�hrh�''-'v �''z x L �J +'.t: �1 !`' ''� i 4.a�*( �� ,.+ u'd { �� t a ti� Ft �
•,w .r'35�w. °y z�+ � r;1` I t � "�i +ns } ::. � tv,! , i�r > �::��, �1,5�� a x 3 t��
. ,L'(I:A.M_r�LL..#u .i'].."WALL'�.-...l.�ry.u.::��i�.l.'s.....�.....c. h. JW'y.ir.,..lL•��.�ri.r1. ...i l.w.l1._�.:.:L.t�.y' .6�3aJ..'!u.v'�.:.. �..L�.ai:_.:: _._
172033 02 Sorin DAF
ww
co COD
332
M91L
10
12/06/17
5220 COD - D
sCOD
233
mglL
10
12/06/17
5220 COD - D
BOD
822
mgIL
3
12/06/17
5210 BODS - B
'
sBOD
855
mg1L
3
12/06/17
5210 BOD5 - B
TS (%)
0.050
%
0.0z5
12/06/17
2540 G - TS
TSS
7,4.0
mg1L
25
12/06117
2540 D - TSS
TKN
29.1
mg/L
0.2
12/20/17
4500 Norg - B
N-N021NO3
<0.050
mg1L
0.05
12/05117
4500 NO3 - E
TN
29.1
mg1L
o
Calculation
N-NH3
11.6
MA
0.1
12/07/17
4500 NH3 - D
Tot. P
6.98
mgIL
0.05
12/05117
4500 P -_B/E
5-1304
18.1
mg1L
o.os
12/05/01
4600 P - E
I
Alkalinity
96.2
mg1L
1
'12106/17
2320 B -Alk.
PAA
0.1498
mgfL-
0
12/04/17
45M CI D -TAes. CI
Report
Review
219 S. Steele Sir.
Sanford NC 273D
1 z /LC/r 7
Date
910-209-4240
[e-mail] camerontesting.com

219'.S. Steele Str. Cameron Testing Services, Inc. Chains of Custody
Sanford, NC 27330 Page l Of
NC WW/GVI! Cert_ #654 NC PHHS Cert # 37799 US EPA NC01918•
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RJackson Mountaire.com
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Robert Jackson
Phofte'
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910-359-5275
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Lumber Bridge, NC 28357
9
'Notes
_
a�
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MA' Eng Special � s
--!
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Regulatory I =Rash
` iN)F � (�Y,ltR-.
ollectejd Names
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r Sampt Info is
x z_
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ti - 'Taarm
Preservatives (Ujnp[eserved, H(C)I t
m r�
Sample ID. M E
M'
i 0 H2(S)04 H(N)03,(Na)Thiosulfatet�Na(0)H, £ �h
i•-
0 (D
N - -� ;
`- ' m c 1
o Other(?(), Indu to _ ,s,€ �x
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Co WW ! Y
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,
_.... .
Reltn utshed ' �.
,
_ ; cewed
'R e
z�i�l rr 47 IS
Rush work will require prior.approval. Additional charges will apply

Cameron Testing. Services, Inc. Laboratory Report NO DENR#654
I ,
NC PHHS #37799
z�M - US EPA#NC01918
Chen 1;, Mountaire Farms172037
i(�$7rk.R 11/,yt TaibtU y, CF'�G.u'
�Prolect: BEng. Specials #6 S Re�ifo Yes
Y..X.i:.:+...w...Y.�1'.'_.'.Llrif'•,Y7..,.ID.,f3Y1��
fSample_ Information
Sampled C. Cameron k,�ate 12/05/17 Reve'd: C. Cameron +Date 12/05/17
j Analyses and Results
1(1U,31 U1 FEB
Report
Review
219 S. Steele Str.
Sanford NC 27330
ww co COD
10700
man.
to
12/06/17
5220 COD - D
sCOD
1.630
man.
10
12/06/17
5220 COD - D
BOD
5430
mg/L
3
12/06/17
5210 BOD5 - B
sBOD
1410
mg/L
3
12/06/17
5210 BOD5 - B
TS (%)
2.49
%
0.025
12/06/17
2540 G - TS
TSS
25100
mgtL
250
12/06/17
2540 D - TSS
TKN
284
man.
6.2
12/14/17
4500 Norg - B
N-NO2/NO3
0,542
mart.
0.05
12/12/17
4500 NO3 - E
TN
285
malL
0
Calculation
N-NH3
24.8
MAIL
'0.1
12/07/17
4500 NH3 - D
Tot. P
i
ill
mglL
6.05
12/08/17
4500 P - B/E
o-PO4
75.4
msti
0.0s
12/07/17
4500 P - E
I
Alkalinity
156
man.
1
12/06/17
2320 B -Alk.
PAA
0.2
mg+L
0
12/65/17
4500 CLD -T.Res. CI
JZ/-2-
Date
919-209 4240
t;hris@carherontestinn,.com camerontestina.com

Cameron Testing SeI rvices, Inc. Laboratory Report
7 � �"T.IT` 17
�Moudtaire
Farms
+tCTs7P
ro�cts,_
Eng. Specials #6
.'`Regu�at
Sample Information
Sampled
C. Cameron Date
12/06/17 ReceiMN
Analyses and Results
172037 02
Report
Review
210 S. Steele Str.
Sanford NC 21330
SoHn DAF ww co
NC DENR #654
NC PHHS #37799
US EPA #NC01918
172037
Yes,
C. Cameron Date 12/05/17
COD
1600
mglL
10
12/06/17
5220 COD - D
SCOD
695
mg[L
10
12/06/17
5220 COD - D
BOD
1320
mglL
3
12/06/17
5210 BOD5 - B
SBOD
889
mgn.
3
12/06/17
5210 BOD5 - B
TS No)
'0.187
%
0.025
12/06/17
2540 G - TS
TSS
156
msrL
25
12/06/17
2540 D - TSS
TKN
128
mg✓L
0.2
12/14/17
4500 Norg - B
N-NO2/NO3
0.577
mg/L
0:05
12/12/17
4500 NO3 - E
TN
129
mg1L
0
Calculation
N-NH3
33.1
mg/L
0.1
12/07/17
4500 NH3 - D
Tot. P
101
mg/L
0.65
12/08/17
4500 P - B/E
o-PO4
82.6
mctL
0.05
12/07/17
4500 P - E
Alkalinity
130
nKVL
1
12/06/17
2320 B - Alk.
PAA
0.02
mg/L
o
12/05/17
4500 CI D-T,Res, CI
Lab A —ire or � Date
919-208-4240
chris@u camerontesting.com

219 S. Steele Str. Cameron TestingServices, Inc._ Chain of Custody
Sanford, NC 27330
Phnnw n1 aana_A5Pan NC WW/GW Cert. #654 NC PHHS Cert # 37799 US EPA NC01918 Page. I of s
yCompaoy
"
MOUntalre
[e-mail]
£'ACTS lab use :only
s 4�
Robert Jackson
Phgne
910-359-5275
Sample Temp- �� . .
PCb
(C) 0 J�
�dtlress.(cq
'17269 NC Hwy, 71 N
�A
State,:Z�p)
_
Lumber Bridge; NC 28357
No.4s.
_ o
"yFP�o�est
MA Eng Special $f
°' .
Regulatory, '- ,Rusks
s
ctetl _ Name: Signature:
`E 3 K `- �� ,s`$am le 1.Information ' _ Numler.of bottles13equesfed"Analysts �`
p
n� a) a-0 z I `—�° i m �, i m Preservatives (U)npreserved, H{C)I,; N+TSzLab
Sam Ie ID E -- c� C. �, s IDS}
p o (D m I ,�, m J Q N o H2(S)04 H(N)03, (Na)Thfosulfate Na(0)H , £�
m O r' o Other ?%' (.ndicate '
- FEB
lqZ�
f C"%VW
Y
1 U I
I I
I
( j
BOD, sBOD;TP, TSS, Ally oP
{
tZ/Os�j7
11.S
I
`
COD,sCOD,NOX,TKN,NH3,TN,TP'
I
Sorin DAF
t{I �a_ Co ww I Y
1 U i i I
1S I I
BOD; sBOD,TS; TSS; Alk, oP
COD,sCOD,.NOX,TKN,NH3,TN,TP
Z,
' I '
'Relin ed• .,�k _ __-
_ .- . �- .-,-. ,Re v - �'
_. - DattRtme.,.;.
Rush work will require prior approval.: Additional charges will apply

Cameron Testing Services, Inc. Laboratory Report
��C1 nt Mountaire Farms C7S'Proj -.
{EPrfl�ec Eng. Specials #7 �Fato
94
' •--•��' is �-�:
Sample Information
R '�1 Y'. 'fie �S a n �•,
172061
Yes
p e C. Cameron watep 12/06/17 -Revew C. Cameron
Analyses and Results
1ILVV1 Vl r••CDi ww Oo
Report
Review
Lab
219 S. Steele Str.
Sanford. NC, 27330
NC DENR #654
NC PHHS #37799
.US EPA #NC01918
F Date 12/06/17
k 9, S
b 1 t
COD
7880
mglL
10
12/08/17
5220 COD - D
sCOD
1650
mgtL
10
12/08/17
5220 COD - D
BOD
6720
mg&
3
12/07/17
A 5210 BOD5 : B
sBOD
1860
mon-
3
12/07/17
A 5210 BOD5 - B
TS (%)
0.540
'%
0.025
12/07/17
2540 G - TS
TSS .
4366
mgfL
139
12/07/17
2540 D - TSS
TO
269
mg/L
9.2
12/18/17
4500 Norg - B
N-NO2/NO3
0.068
mgtL
0.05
12/12/17
4500 NO3 - E
TN
269
mg/L
o
Calculation
N-NH3
31.4
mgtL
0.1
12/07/17
4500 NH3 - D
Tot. P
110
mgiL
0.05
12/08/17
4500 P - B/E
o-PO4
77.6
mg1L
0.05
12/07/17
4500 P - E
Alkalinity
238
mg[L
1
12/14/17
2320 B - Alk.
PAA
<0.0107
mg/L
a
12/07/17
4500 CA D-T.Ros. Ci
1 Z / 25%/'?
Date
919-208-4240
chris0camerontesting.com

i
Cameron Testing Services, Inc. Laboratory Report
#ie�t
�S'3e6
Mountaire Farms '"G7S w 17206't
-RUM t .
�s
Pra es±t �
.
gig. Specials #7 R gul�atory- Yes
..,,4r.
Sample Information
sampled y
+-
C. Cameron �ate,<' 12/06/17 tecet►" d C. Cameron
Analyses and Results
sCOD
BOD
sBOD
TS (%)
TSS
TKN
N-NO2/NO3
TN
N-NH3.
Tot. P_
o-PO4
Alkalinity
PAA
Report
Review
Lab Director
NC DENR 4654
NC PHHS #37799
US EPA #NCO1918
betel 12/06/17
1390
mg1L
10
12/08/17
5220 COD - D
1270
man.
10
12/08/17
5220 COD - D
1800
met
3
12/07/17
A 5210 BOD5 = B
1560
man-
3
12/07/17
A 5210 BOD5 - B
0.173
%
0.026
12/07/17
2540 G - TS
53.5
MA
25
12/07/17
2640 D - TSS
156
man.
0.2
12118/17
4500 Norg.- B
<0.050
r
ma1L
0.05
12/12/17
4500 NO3 - E
156
mg/L
0
Calculation
1.41
mgn.
9.1
12/07/17
4500 NH3 - D
97.5
m9lL
0.05
12/08/17
4506 P = B/E
77.8
mg7L
0.06
12/07/17
4500 P - E
198
mg1L
1
12/14/1'1
2320 B -Alk.
OA3
ma1L
0
12/07/17
4500 CI 0-T.Res. C1
Date
219 S. Steele Str. '919-208-4240
Sanford NC 27330 I [e-mail]

219 S. Steele Stt. Chain Of Cu tod
Sanford,.NC 27330 Cameron Testing,'Services, Inc. § Y.
W
Phone: 919.2nR-dean NC W/GW Cert. #654 NC PHHS Cart # 37799 US EPA NC0191 R Page of l
Com n Emall; [e-mail]
Mountaire
CTS lab use ont
= * Y
Robert
4 Jackson 1?"ones 910-359-5275
Sam le Tem I
!C) ' p l
ddrdsik(C ty :17269 NC Hwy 71 N Fax
£;
Arr,ve
�}
to ),
_
rr. Lumber Bridge, NC 28357 Notes
_ oi,g
Prpject MA Eng Special y{_'7
Regulatory Rush
_4 Coll stied "� Name:
Signature:
R� 1:+ -S `�1 �y__._
. v Sample Ilnformaton -
,_ .t .. x • ..a.
Nurh6er of bottles
` i
Requested�/�nalysis
t yr
_
x 2
��
I
`° j o
�1oI�,>,9
L
I
'� Preservatives (U)npresefVed H(c)t _; CTS Labs
—
Sample ID E v.
M
o p I a
c� i H2(S)04, H(N)03 (Na)Th►osutfat_e, Na(0)H t� bF
o
,n m J
T
N O
I Other CA- ), IndicaIf t
_
-..
FEB
_
r� . —
-
/o%� Co UVW
-- _ •.
BOD, SBOD,TS, TSS, Alk, oP
1S ; ( I
COD,SCOD,NOX,TKN,NH3,TN,TP
Sorin. DAF
iz�ob Co 1NV1/ Y
1 u I
BOD, sBOD,TS, TSS, Alk, OP
_
I
1S '
� j f I i
•�
COD,SCOD,NOX;TKN,NH3,TN,TP
_
i
I
Relin: uished
I
x..
l j �
Recewe d t
= - :DatelTime =d
Rush work will require prior approval. Additional charges will apply

Cameron Testing Se
!rvices, Inc:, Laboratory Report
C1teYlt,
Mountaire Farms CTSi
Eng. Specials #13
l
kRegula
Sample Information
Sampled4
C. Cameron Date 12/07/17 eeivetl
i
Analyses and Results
NO DENR #654
NO PHHS #37799
US EPA#NC01918
172070
Yes
J. Zubeck D0*'1 12/07/17
:U'�"Ss. `; iI
I I Gu I U U'i M=1:5 i ww co COD
5150
mg1L
10
12/22/17
5220 COD - D
i
sCOD
1330
mgn.
10
12/22/17
5220 COD - D
BOD
5220
mg1L
3
12/08/17
A 5210 BOD5 - B
sBOD
1620
mgfL
3 .
12/00/17
A 5210 BOD5 - B
TS (%)
0.470
%
0.025
12111/17
2540 G - TS
TSS
3120
mg1L
250
12/11/17
2540 D - TSS
!, TKN
250
mglL
0.2
12/20/17
4500 Norg - B
N-NO2/NO3
<0,050
mg1L
0.05
12/1 W17
4500 NO3 - E
TN
250
mWL
0
Calculation
N-NH3
26.3
rfig(L
0.1
12/13/17
4500 NH3 - D
Tot., P
97.7
mg1L
0.05
12/08/17
4500 P - WE
o-PO4
78.6
m91L
0.05
12/08/17
4500 P - E
Alkalinity
203
mg/L
1
12/14/17
2320 B - Alk•
PAA
0.16
mglL
0
12/07/17
4500 CI0-T.Res. CI
Report
Review
Date
219 S. Steele Str,
Sanford NC 27330
919-208-4240
chris cr amerontesting.com

Cameron Testing Services,
Inc. Laboratory Report
CLent
iMountaire Farms
Eng. Specials #7la
fa
!.ilu
Sample Information
Satnpl�d �
C. Cameron iI 11
e ? 12/07/17
Recehib
Analyses and Results
172070 02 Sorin
ww co
sCOD
BOD
sBOD
TS (%)
TSS
TKN
N-NO21NO3
TN
N-NH3
Tot. P
o-PO4
Alkalinity
PAA
1280
1780
1350
0.188
'242
161
<0.050
167
31.7
97.7
79.1
192
< 0.01
NC DENR #654
NC PHHS #37799
US EPA ONCO1918
172070
Yes
J. Zubeck pate,N: 12/07/17
mgfL
10
12/22/17
mg/L
10
12/22/17
mWL
3
12/08/17
Mgt
3
12/08/17
%
0.025
12/11 /17
mgrL
5o
12/11/17
mg1L
0.2
12/20/17
men.
0.05
12/12/17
MOIL
0
mg1L
0.1
12/13/17
mok
0•05
12/08/17
me1L
0.05
12/08/17
men.
1
12/14/17
mgt.
D
12/07/17
5220 COD - D
A 5210 BOD5 - B
A 5210 BOD5 - B
2540 G - TS
2540 D - TSS
4500 Norg - B
4500 NO3 - E
Calculation
4500 NH3 - D
4500 P - B/E
4500 P - E
2320 B -Alk.
45000I D-T.Res. CI
i
Report
Review l Z Zcf f �.---
Lab Director j Date
219.S. Stccic Str. 919-208 4240
Sanford NC 27330 ehrisLcainerontesting.eom

219 S. Steele Str.
Sanford,'NC -27330
Phone:[phone]n
Cameron Testing Services, Inc.
NC WIN/GW Cert. #654 NC PHHS Cert# 37799:US EPA NC0191a.
Chain of Custody
Paqe I of k
Comps y
MOUntalfP Emarl•; [e-mail]
CTS lab use'Otlyp
i
Robert Jackson Phone:
910-359 5275
n P71
Sample Temp �—
{�Ri
(C)
dress (city;'
h
17269 NC Hwy 71 N, Fax
w = a"rrnre ./ 9P2d.'I C?
�.
rr
Lumber.Bridge, NC:.2835.7' Notes.,
;Due
�ojectr <
MA'Eng.Specialc6
Regulatory
Rugh
Co1 'Name.
C .
S; Signature:
l
r='SHnI le:lnfoi ^n i - r -.:.,`- n.n -;
.: p ion Ntamberofbottles d A
mat stealys�
:fr
::�
h Roque s n�
Sam
Sample ID.
�:
Eo,
o
j
>
m
Preservatives (U)'Oeserved, H(C�I,
;CAS L'ab'
o
..,
N
�o
j i a
N
o,
HAS)04 H(N)03, (Na)Thiosulfate Na(O}H,
i{
1
Other(X) Indicate
y
FFS'
j2r�
Co
WWI
Y
1 U
1
1
f
f
BOD, sBOD,TS, TSS, Alk, oP
D, f
+
I 1S.
!
I[,
COD,sCOD,NOX,TKN,NH3,,TN,TP
Sorin DAF
fL /p�
/z
Co
WW
I ..
Y
1 U
j�
1
+
ys
I
BOD, sBOD;TS,- TSS; Alk,, oP
1S
+
(
COD, sCOD,NOX;TKN,NH3-,TN,TP
ti Ii"o°it y
:Received =
. .
, D�atelTtme..�r �. � E
L
Rush work will'require prior approval. Additional, charges will apply
�f'

Cameron Testing Services, Inc. Laboratory Report NCDENR#654
NC PHHS 937799
J1�31.n
US EPA #NC01918
Cltent>f Mountaire Farms CTRro� 172079
},.
Eng. Specials #9Regtatatory Yes
Sample Information
camped; C. Cameron
C
=Date 12108/17`Recetvea R 12/08/17
R , a� C. Cameron Date'11
a
Analyses and Results.
-I14U/y u -I 1-tt3
Report
Review
219 S. Steele Str.
Sanford NC 27330
ww Co COD
5270
mWL
10
12/22/17
5220 COD - D
sCOD
1370
mgtL
10
12/22/17
5220 COD - D
BOD
'6060
mOrL
3
12/08/17
A 5210 BOD5 - B
sBOD
1430
mgn.
3
12/08/17
A 5210 BODS - B
TS.(%)
0.584
%
0.025
12/11/17
2540'G - TS
TSS
4190
m91L
250
12/11/17
2540 D - TSS
TKN
268
mglL
0.2
12/18/17
4500 Norg - B
N-NO2/NO3
<0.050
mgn.
0.05
12/12/17
'4500 NO3 - E
TN
268
m0n.
0
Calculation
N-NH3
24.5
mfyL
0.1
12/13/17
4500 NH3 - D
Tot. P
46.5
M91L
0.05
12/12/17
4500 P - B/E
o-PO4
70.6
m0n.
0.05
12/08/1-1
4500 P - E
Alkalinity
253
MA
1
12/14/17
2320E-Alk.
PAA
0.032
mWL
0
12/08/17
4500 CI D-T.Res. CI
Lc7
Date
919-2os-4240
[e-mail]

Cameron Testing Sel icas, Inc. Laboratory Report NCDENR4654
NC PHHS #37799
,K + k�a9_ �, US EPA #NC01918
Ctien� Mountaire Farms a�T ro F;1
�G Y 172079
Eng. Specials #7'
Proj� Regi�laory ' Yes
IQ
Sample Information
¢�¢} Samples C. Cameronpate 12/07/17E.e eiYe J. Zubeck �Da'e- 12/07/17
Analyses and Results
172079 02 Sorin DAF ww co
Report
Review
219 S. Steele Sir.
Sanford NC 27330
'COD
1850
mg/L
10
12/22/17
5220 COD - D
sCOD
1100
mg/L
10
12/W17
�5220 COD - D
BOD
1150
mg[L
3
12/08/17
A 521.0, BOD5 - B
sBOD
885
r4L
3
12/08/17
A 5210 BOD5 - B
TS N
0.180
%
0.025
12/11 /17
2540 G - TS
TSS.
304
mg1L
50
12/11/17
2540 D - TSS.
TKN
154,
MOIL
0.2
12119/17
4500 Norg , B
N-NO2/NO3
<0.050
mg/L
0.05
12/12/17
4500 N63 - E
TN
154
mglL
a
Calculation
N-NH3
27.9
mg/L
0.1
12/13/17
4500 NH3 - D
Tot: P
4.0.4
mwL
0.05
12/12/17
4500 P - B/E
o-PO4
-70.6,
ruA
0.05
12/08/17
4500 P - E
Alkalinity
234
mg1L
-1
12/14/17
2320 B - Alk.
PAA
0.18
mgIL
o
12/08/17
U00 a o - T.Res, 6
Date
919-208-4240
chrisCcainerontcsting.corn

ZI R:S. S�tqele. Str. Cameron, Test! n g.Servides, Inc. 'Chain of Custody:
Sanford, NG.,.27330
Phnnn- 01 n-qnq-AJAn. NC WVV/GW.Cert. #654,NC-PHHS Cert# 37799 US EPA NCO1.918 'Pager of J
-;A',',"M0untaire
I4
Emil%R@M
..
rd
Cb"!Adt""-�Y'Riobert.Jackson
910-359-5275.
V.
SpmjJ1e,.TqMp�..
2,61-El
L X "Citl A
47269 NC Hwy -71 N
FaX
Arrive.'.
ar
Lumber Bridge, NO.
iojeck
MA Eng
Special. tJ 9
Y Rush
F.
N
Signature:
F?
1 41,
T
p telo"Oon
qq pigp
C IL
ALC -
z
U)
M
PrPS0,
CTS Lab
Sam Le ID,
ca
8
WID
, I
Z5
q4t!i!
AQ
H 04"(N
0
aY
5
Q,
:E
MOther
0
(X) `Indicate HxE
d
FEB
Co
WW
Y-
I'V
BOD,;SBOD,TS, - TS S, Alk, OP
COD,sCOD,NOX,TKN " NH,3-TN,TP,
Sorin DAF
(Mo/YT7
-
Co
:WW
Y
lu
BOD, sBOD,TS, TSS.,:Alk, oP
COD s.COD,NOX-jKN.,NH3,,,TN,TP-
W, J M e:,,,, IT
Rush work will' require prior approval. Additional charges will apply

Camercirt Topfing $8-tvicet,
Inc- Laborator 'y Report
MountAre
Farms
Eng.
specials.#10
Sample I-riformation
d
C. Cameron
a 12/09/17 FMidi
Anialysch§ aifid. Results
1,72082 01
FEB
NC DENR #654
!NC PHHS #37799
USEPA#NC01918
172082
Yet
Cameron Ittt3 12/09/17
vwv co: :COD
37aO
mA
iO
12/22h7
622o COD .:b
stbD
1260
ingIL
10
12/22117
5220.COD =- D
BOD
31110,
mg'L
-3
12111 h 7'
A 5210 B005 - B
stibD
041
MWL
3 1
'12/11117
A -6210 BOD6;-I 13
WON
0.323
AI
0.028
12/1i/V
2540 G -TS
tS8
2410
MgiL
.250
2540 D w-TSS
TKN
7.78
mg[L
o.2
12/19117-
4600 N o-F g- - 13
N-NO2jNO3
-rhd/L
b.c)s
12/12117
-4500 NO3
TN
-178:
melt
Calculation
26.9
(Kg&
P.,I
12113117
4500 NH3 - D
Tot. P
28.6
mgfL
0.05
.12/12117
000 P - BIE
4
93:9
MWL
om
12/11117
- 4500 P w E
AlkilinitY
194
TWL
i
- 12114/17
232013 - Alk:
OAA
0.0214
ing
O
12111/17
45.000 D - T.Res. CI
Report
ReView
L.bb Directdr
219 S. S'teelq'Str.
,Sanford,Np 2733.0
Paite
919-.208-4240

C-alpqrp.n. Tdptifig
Ca C
172082 02 Sorin
Report,
Review
Lab
rvidds, Inc. L,,6bdO#Or rt NC DENR
.NC PHHS #3-7799
US EPA #NCOl 918
MountalreFarms .7 2 0.2
Rey uiai YesEn'g-,. Soeclails.#10
Sample `Information
. -S4
:ron 2/09117Rlv6C. Cane..12/09/17
Analyses and Rd§,UI%
-ww co cot)
1840
rrfg/L
'10
12/22/17
5220 GOD - p.
sCO . D
1.,066
mqfL
10
1 1 .2 /221 . 1 7
5220 .C.OD - P
BOD
938
i,
mglL
3
121.11/17
A 5210.BO05 --B
sBob
.761
mglL
. 3
1211 im7
A 6210 b6D5' 8
T,9 '(6/0)
:0.177
626
12111/17
2540 G - TS
TSS-
-302
mg&
;60
12/11/17
2540 D - TSS
TKN
71A
mglL
:6.2
12/19117
4500 Norg B
9-W02/NO3
-0,246
mG&
0.06
12/12117,
4500
00 N0.3:- E
TN
71.,6
nfg/L
0
Calculatidn
N-NH3
24.6
mal
61
12/18l1.7
4500 NH3 - D
,
Tot. P
31.5
ifidl
.0.!:s
12/12117
'4500 P:- B/E
o=PO4
90.6
mOL
b.65
12/11/17
4600 P -'E
Alkal.ihlty
2,',10
660L
1
12114/17
23210 0.- Alk.
OAA
<0.01 07
mulL
- 0
12/ 1 . 1/17
450001 D-!T . Res; Cl
Data*
.219s.'stddibstr, 919-208-4240
Sanfoid NC 27330 chrisoa dafhdonk§tin—gcom

219.,& _Steele Str.:
Sanford, NG-27330
,Phone: 919r2084240
.Cameron Tes rjg SprVices', Inc:.
NG WW/GW Cert. #654 NC P,I iHS.Cert:# 37799 US, EPA KC01918
Chain of'Custody,
Page of_
Comp ny�C
ountaire
Wabkson@Mountaire-com
-1014a
1, - T
T
Sample Temp ,
Robe rfjackson,
m
910-35975275;,
17269 NC Hw y,71 N
Fax:Arrivp:,
State, zr�
Now e­
Lumber Bridge, NG,28357
ProjectsMARush
Eng, Special.
M
.
10
'611 "A dEM
Name: signature:
9'
prmati6n
"
'7
, A
J 1'11,
R9!=Y2
p5�
If It
x
0
Sample
E
1
t
>-, ,
0
>
'U , :
(9
ca
FL
-ID
-j
;E
m
.2
FEB'
Co
I wVV
--Y
11-1
I
-BOD, sBODjT8, TSS,Alk,'oP
i;s
QODISQ,QP,NO, K,TKN,'NH3,TN,TP:
j
Sorin DAF
CO wVV
'Y
lu
BOD, sBOD 717,5, T-SS, Alk, ol?
S
COD,rXOD.,NOX,TKN,NH3iTNI'TP
•
edpive
Rushwork'will require, prior approval. Additional dharges Will apply

l -
Camer6n Tesitifi.$d ices, Inc: Laboratory Report Nc bENk #654
_
NC PHHS #37766
I U S #NC01018
Mountaire Farms 172083
Eng. Specials#11 ym
Sample
Ple Infdrmatioh
W6qq, C. Cameroh 12/10/17
G. Cameron12/10/17 MjRei
Analyses and Results
'T_ 7.
V­
172083 01 So'rih DAF MW co Cori 512 mgfL io 12/22/11 5226 COD D
sCOP 25-8 mgfL 10 12/22/17- 52.2Q COD =_D,
BOD -363 rn9fL 3 12/11 /17 A _-5210 BOD6 - B
sI3OD 245 mgn. .3 -12/11/17 A -5210 BOD5 -'B
T S (046) 0.062 % 0.025 12111h7 2540.6 - TS
TSS 4-8.5 migL 25 12111/17 -2540 D T TSS
TIN 12.5 mg[L 0.2 12/20/17 4500 Norg - B
N-N021W03 <0.656 moll 0.05. 12712/17 4566 NO3 -: t
TN 124 MgfL 6 Calculation
N.-NH3 10.0 mg/L 0.1-12113/17 4500-NH3 - D
T6f.-P 8.86 mA 6.06 12/12117 4600 P -,B-/E
p-P64 :3.4.6 nis/L 0.05. 1 . 2/11/17 4500 P:I! E
Alkallniiy ill mWL 1 -1 M 4111 2326 B - Alk.
PAA 9.1284 mol 0 12h 1/17 .4500 CI D -T.Ros. CI
Report
Review
-Lab
219 S,.Steele-sti.'
Sanfoid NC 27330
9194o8-4240
.Chris @camerontestingxom

.219:& Steele Str. Chain of. Cusiody,
Sanford„NC 27330,`Cameron. •Testing'_ Services,:. inc..
Phone: [phone]& NC .1NWIQW Cart #654,NC PHHS Cert # 37799 US EPA NCO1,918 Page Of
gyCompany,MR
F
s
.; C6ntact
y
rtldress (crty,
rs
s�1x
r`a r
t
i
MOUI1taUE
Robert. Jackson
.1.7269 NC Hwy7..1 N.
Email :
=
phone:
fax.
otes�'
N. .I
`
R:)ackson@Mountaite;r
:
Sampled emp
fC)
- ^+s
+ -
Regulatorys
GTS ,lab Use
.
only
Pj i-
Ar e
1 Du
q' F
' s
€ �
910=359 52Z5
j C1 Z_ , g`3:
_ .
..
Lumber Bridge, NC° 28357
�
MA'Eng Special
. P.
;w Collectetl x .
Name: Signature_:
Informatlom
� ::.� ."
= Number of bottles
Re ^ nested Anal
Sample` ID
•
o
N
a Q
E .L
?x
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' : �.%
. 'oo
1
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—
FLH2(S)04,
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:Q:
�.
Preservatives (Unreserved H C I
O tU,
H(N)03 (6i h6suifate'
1 f-' ,t.,x''h� �W:, k k
IDS
J.:'4.`'E.i•' 3.
—
11S.
3 t
I
COD sCOD,NOX',TKN,NH&TN;TP
Sorin DAF
�c (
7,
(5y->
CO `
: W-W. i Y
1 U
i
N�
,
BOD, sB.OD;TS TSS; AIk, bP
I,
_
1S; I :.
s• { ( 1
G.OD,sCOD,NOXTKN, NH3.;TN,TP`
...:
�
I
1
t I
Y-
Relin_ utshetl•
lieceived:�
DaYe/Tim;" �<
Rush vvork:will`require prior approvaE .;Addit n charges will apply

Cameron Test iio-..S . e ices,Inc, L abbtatory Report
I en, ire; farms Mounted
m gi,"p '-j-a' 1, '�
E -S oidit; #12
Sgthple Information
01
I ;Report
Review
219 S. StM6 Se
'Sanford NC"2733.0
N(:DENR084
NC PHHS 437709
USEPA-#NCO1918
.172096
Yes
C: Cameron
101/17 ceve C'. Cameron
At,61 ,.,,.esu ts..
p--'in.'d R - - - 1 11 -1
R,K 12/1210
� I —
wuv co COD
3-57-P .
Max.,
10
1-2/22/17
5220 COD = d
.sCOD,
584
mgn-
id
12122117
5220 COD -'D
-
BOD
2710
rngtt
3
12Y1811 7
5210-BOD51 - B,
sBOD
568
mWL
I
jr2/1 8117
5210 BOD5 -, B
TS (0/o)
0.366
ap
42/13/17
264.0 0 = TS
TSS
6660
mall.
250
12114117
2540 D - TSS
TKN
1,26
mglL
0.2
12120117
4500,Norg B
N-N621NW
0.465
'60-
o.bs
12/21/.17
4500IN031-.E
TN
125
MWL
9
Calculation
-N-;NH3
-.8.66
mgfL,
'aA
12/13/17-
4500 NH3 - D
T6t. P,
n.ig/.L
-q-ps
12119/17
4500 P - BIE
0-064
46.7
mwo?L
0-05
'12/13117
4500.P = E
Alkalinity
78,2
Mg/L
12/14/17
.2320, B - Alk.
PAA
0.128
mg?L
o,
;12/11/17
4500, dl 0 - Malt. Cl
919r2084240
[e-mail]

Cameron'Testing Services, lnd; :L6boratdr-` Report Nc PENR #654.
NO PHHS #37799
� - — 'us EPA #NC0191 t3, �irC.lie>�it ; w b bUnt6le& Farms 4�Ts Prgj. 172696
-
4 ===PoJc no. Specials'#12 =Regulatory Yes
Sample Information
r s mpled, C: Came onDaie`° :` 12/1'1/17cei g� C. Cameronb to 12112/17
MIANIN
Analyses and.1166Wts.
� � `}y. k �"��� '�a ,b.'a �'r'+.iti I'tr f r �+ t � y�sf� zt,r7��xi^ 4 s=.� �,�1�,�',,� m •'��'�^...t,r�' bty �4 it �r'
ESQ yfa F�h�t;�f tyg�}�.;.w?µfe,�- a s ((n� �'t r � ..y:� ax c .k � c t4'� '� ni T � .7 �' r t p�•,;� A Ri �"J - rt p0. G�3,� ,+�- �' ,�
r *'�_ rt 7Cr �...�s T�.,,,:l.,t`+�,. xxfti P�`: $It � a, �+���FP �#I �� �. t ti•:� � t r..�� �fitq qy< r �'::.l��s�h.:w�;�va =t»r j •Gt �'i t �Iri-^ �,.0 �..--``j'{ �4�7:' ,i ��t"@CBItCer,
j�' � k AaC;>R.q�Pr,��,x:.iea•� �r �r�"irpnfF : t�rF y a �t sa�s � �',�fl����.,N�'�'�'".az;�r�A'��. r y �; Q of g t� �S�r��„`��a s7�+�r.
•.,..
-17209.6 02 Sorin A ww ;94 COD, 651 rn6I 10 12/22/17 5220 COD -..D
sCOD 634 m9i 10 1; 1j&l7. -.5220 COD - D
BOD 350, rngn. 3 12/13/17 5210,BOD5 -.B
sBOD 555 mg1L a 12113/ii 5210 BOD5 B
.0.070' o.oz5 12/13M7 2540 Ca, TS.
TSS: 121 MWL 33.3 !V14h 7 2540 D - TSS
TKN, 57.4 mglL IR.2, 12/20/17 •4500 Norg •, B
s.
N-NO2/1403 40.050 M*WL. 6.65 12/21/17 4506 NO3 - E
TN 57.4 mglL 0 Calculation
N-NH3 9.64 mg L 0'.1 12/13M 7 4500 NH3 - D
Tot. P 35.8 iAa 0.05 12/19117 4500 P--B/E
o-004 17:2 mglL 0.05 i21 M7 45oo P - E
Alkalinity 83.2 men. 1 12/14/17 '2320 B -.Alk.
PAA 0.054 mgIL 0 12111/17 450DCID- T.Res,:Cl
Report
Review
.i _nh nin-tai 1r -- Date
- 219 S. Steele Str., 919-208-4240
Sanford NC 27330 clirisQcamertintestin�.com

219 IS: Steele Str. C.0 meron T Chain-df Cus.tody.
esti.ng Services', Inc..
.-Sanfdrd, NC,.273'30 Pag6 I., Of I
mr 1AW1r-WCarL*M4.NC PHHS Cert#37799,US EPA.-NC01M.:
vnonevitP-zuo-qz,+u
—
Mountaire--
[e-mail]
Fk'
Pfid
POPP 9-7 Pl�
VT
Robert .Jac'kson
910-35 . 9-5275
I
'1726Q:
NC. HWy',71N
T
Lumber Brid&, NC 28357
N
MA.Eng Special
Name.,, ature:
7v
'Mj O RM Number of bottles ,�0A
b. It
Z. 0' W
> ca co m 0 -4i IT
E- 2 0 01 8 (S)04i
Samp.'JOD, �E FL -ANY.0
P 0 0 CD C11
F, 'iN P
.2
FEB:
I S55�
Co'
%(vW
y
1P
i3bD,,-,S[�,00,TS,'TSS,..Alk,,OP
0'(
QQ;sCOD,NOX,TKN,NH3,TN,TP
Sorin DAF
rzf
SetaBOD,,:sBOD'
C 0
WW
S" TSS,Ak, OP
Z-.
CQD,sCODjNOX,TKN,NH31TN,TP
W M 77 7, 7 7
e --
I Iz- f-( 2-f
Rush work wiil,pequire prior approVal. Additional chai-g,q,s:Will.aPPlV,
F

Cameron Testing Services; Inc. Laboratorq Report NC DENR #654
0 fV6 PHHS #37799
US EPA #NCO1918
if I>te Mountaird, Farms 112106 Eng. Specials #13. Yes
SArnpjd Infdribation
I'M
Sampled C. Cameroh12J12/17rR!Camofin E12/12/17
-1 INN,
L
L
Analyses and Results
...... ......
b I- A , 1, i�
172106 01 F,EB vvw co, :COD 5820 4glL 10. 12122117 5220 COD. - D
SQPQ 749 MUIL 10 12/22/17 522000D -- D
60D 3930 insn ;P. 12/13/17 5210 BQD5 --B
SBOD 1210, 'MA 3 v/**# ,6216 BOb5 - B
T8 (00 0.459 96 P,025 12113/17 2540'.G - TS
TSS 2746 MWL -167 12/147117 '2640 D - TSS
TKN 234 mWL 6.2 12/21117 A500 Norg T B
-N-NO2JN03, 0,577 morL mos -12/21/17 -41500iNO3 -E
TN 235 mg L o Calcubtii6n
N-NH3 26.8 rfiyl 0.1 12/13/17 4500 NH3 - D
Tot. P 16$ ffiA 0.05 12119/17 4500 P - BIE
PPO4 73.5 MG& 0.06 12/1-3/1'7 460d P - E
,Alkalinity 173 M'gIL T 12119/17 2320 B - Alk.
PAN < 0.011 mgFL 0 1.2/12/17 .4500 CI D - T.Res. CI
Report
Review 27
I ah nirp r-tnr, Date
0-19-268-4240
,2119 S. St#Ic-.§tri.
8arifbrdNC'!7Sjb chrisg�=croritestingxom

Cameron Testing SerVices, Inc. Laboratory Report NC DENR #654
NC PHHS #37799
US EPAWNC01918
Mountalre.Farms 172106
Pltole Eng. Specials #13 'Yes
Sample Information
C. Cameron 12/12/17 RVed eddl, C. Cameron 12112117
MUM
Analyses and Results
172106 02 Sorin DAF ww co COD 2510 mA 10 12122117 5220 COD - D
SCOD 1200 mgfL 10 12/22117 5220 COD -; D
bOD 1710 mA 3 12113h7 'b210 130t)5 r B-
sBOD 671 rng/L 3 12/13117 -5210 BOD5 - B
TS 0.214 0.025 12/13/17 25410 G - TS
TSS 470 ftWL 59 12/14117 2540 D- - T88
TKN 1.65 . �mg/L 0.2 12121/11 4500 Norg - B
N-NO2/NO3 0.171 -mall. .0.051. 12/21/17 4500 NO3 - E
TN 165 mgfL 0 Calculation
N-NH3 24.8 -M92 0.1 12/13/17 4500 NH3 m D
Tot. P 98.6 men. 0.05 12/19/17 4500 P - B/E
o-PO4 65.6 inbit. 0.05 -12118/17 4560 P - E
'
Alkalinity 189 TgIL 1 12/191117 220 B - Alk:
PAA < 0.011 rng/L 0 12/12/17- '4500 C-I.D =T..Rei. C1
Report
Review
Date
219 S. Steele Sir.
Sanford NC 27330'
910-2094240
6h,r'is -@!;qmerontestiiig.com

219 S: Steele'Str. Cameron, Testing Services, Inc. Chain of Custody
Sanford: NC 27330 win innnfffMAtI'e + 44are'tic pHHc Carta A7799 US EPA, NC01918: Page t of
Phone [phone]
Email
Y
'` CT$ lab�ise�vnly , �b
k Company MOUntalfe =
- -.
{ Co, taco Robert Jackson Phone:
[e-mail]:com r
Sample Temp Pr4j t�1 Zl O [c
910-359-5275 tC} ;
6b� ,
r{ niie
�-' r
: � sHwy 71 N
Address��City, -17269:NC
k$fateni)
Lumber'Bridge, NC 28357 "otw.-
a *s
Dire: a
'
Proj tf MA Eng.Special
Colleted Name
Signature:
__ f
Icy-
l•Ei'�r �:. ...: .._-✓'r-n --�.` f-- :'-.�o FY'�: ..r �^yE- i.. �.s.., ] I -•laested 1. StS NOW,'
es
L Sam 1¢ Information - Number ofi bottl -_ � � y
- ..
M r
O` H(C)I fCTOi�',Lab�
Z
m- P[eservattves (U)npreserved r�r
N
`
osuCOgH2E:
(S)04 yH(N)03 (Na)Thielfate, Na
le ID E co
a$an
U
FEB ��'i� /5. Co WW Y'
r`z I
otNQ 3m )
1U i ' I BOD, sBOD,T$, TSS, Alk, oP
_
1S ( COD,sCOD,NOX,TKN,NH3,TN,TP
Sorin DAF �? Co ww Y
1 U I I BOD, sBOD;TS, `TSS,- Alk; OP Z
--
IS II I COD,sCO.D,NOX,TKN,NH3,TN,TP
.
j
--..... to •1 J I - f .. .
1 i 1 1 1►_ _
- - — - - __ -:ini`
Received=:: �.:�-" � �DatelTtme:77
Rush work will. require prior•approval. Additional charges will apply

NC DENR #654
Cameron Testing Services, I c. Laborkor Repo n y Re ''A' NC:P H - H S#37799
,6S,"�EPAONC0104
Mountaite Farms i CTS Prod 172120
Eng. Specials 414 Yes
n".
'Sample Informatibn
jjn Sampled 12114117
Collie
-C. Camer 12/1.3/17 M. sirils
n rk-
Analyses and Results
172120 01 FEB
ww Co 'COD
4830
MOIL
10
12/22117
-5220 COD
SCO6
6511
mg[.L
1.0
Ormil
5220 COD - b
BOD
4690
ng/L
3
12114117
5210 i3obs - b
MP
1450
rnlgl�
3
12/14/0
5210 BOD5 - B
TS (00
--6.488
116 4
0.025
121119117
2540. G -, TS
TSS
3750
mglL
250
.12115/1 . 7
2540 -rss
TkN
W
m9k
0.2
12121117
4.500 Norg 8
N-N021NO3,
0.796
mgfL
P.0 . 5
12/21117
4500 NO3 - E
TN
248
miyL
0
Calculation
N-NH3
20.1
mg1L
0.1
.12/19117
4600 NH1 - D
Tot. . P
90
M'giL
'o.qs
12/19/17
4600 P - B/E
6-PO4
763
mg1L
'0.05
12/14117
4506 P , E,
Alkalinity
186
Mcx
1
-12/19/17
2320 B - A, lk.,
PAA
< 0.011
M91
0
12113117
4500 CID - T.Res. C1
__j Report
Review
-Lab
219 S.Steele 'Sfr.
Sanford NC 27330
41
Date
919-208-4240
;ChriS@cani6rontestin,-.:c6in

Cameron Testing Services, :Inc. Laboratory Report
ent qS
Mountaire Farms ' MRO v,
Eng. #1.4 iat
Fie
Specials �Reg�uu
Mom`
Sample Information
_
rarnpefi
C.-Cameron
s'f'Date 12/13/17 Re ve"
Analyses and Results
172120 .02. .Sodn
Report
Review
210 S. Steele Sti.
Sanford NC ItM
NC DENR #654
NC PHHS #37799
US EPA #NC01918
172120
Yes
M. Sims Date. 1M4/11
s1, fir,:
ww co COD
2420
MOL
10
12/11/17
5226 COD - D
6COD
"1160
man-
10
12J11/17
;5220 COD, D.
BOD
1570
mWL
3
12/14117
5210 BOb5 - B
sBOD
989
mg/L
3
12/14/17
5210 BOD5 -'B
0.025
12119J17
2540 G - TS
TSS
416
:min.
M
12/15/11
'2540 D.- TSS
TKN
165
mgn.
oz
12121/17
4500 Norg.- B
N-NO2/NO3
0.308
mgtL
0.05
12121 /17
.4500 NO3 - E.
TN
165
mgn.
o
- Calculation
N-N1-13
22.7
mgtL
0.1
12/19/17
.4500 NH3 - D
Tot: P
102
Mon-
0.05
12/19117
`4560 P - B/E
o-P64
69.1
ing1L
0.os
12l14/17
4500 P - E
Alkalinity
164
mglL
1
:12/19/17
2320 B -Alk.
PAA
< 0.011
°m x
0
12113/17
4560 CI D=T.Res. CI
r 21 2q/1I*;,
Date
919-2084240
.chfls@c-an!drbntesting.com canierbntesting.com

- 21#-S,:Stbefettr.
.. 1 4 ,
Cameron T"ting..S.brvid.b.s., Inc.
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Rup,h work Will require prior approval. Additional charges will -apply

APPENDIX C
MAJOR EQUIPMENT DATA SHEETS
1

Spec No. 174-540
Revision #: 1
Date: 4/9/18
Issued by: GPT
Page 1 of 1
EQUIPMENT DATA SHEET
MBBR TREATMENT SYSTEM
MOUNTAIRE FARMS
LUMBER BRIDGE, NC
Activated Sludge Reactor
EQ. No[:
Number:
Two
Type:
MBBR (mixed bed bioreactors)
Manufacturer:
Entex
Model: I
N/A
Design Flow:
2.5 MGD
Return Sludge Flow (MGD)
0
Design Criteria:
SALR of 20 g/m2/d
Media Req'd CM (CF):
1125 (39,730)
Media Type:
Entex Bioportz
Media Fill:
32%
Tank Dimensions:
52' Dia x 29' ft SWD
Effluent Criteria:
65% to 90% sBOD removal
Accessories (supplied):
Influent Screens
Effluent Screens
DO probe
Screen score (using air)
Basin DO control
Ancillary
Equipment
Tanks
(specified
elsewhere):
Aeration grid
Blowers

Aeration Grid
EQ. Nc
Numbe
Drop
Tank
Tank R
Spec No. 174-540
Revision #: 1
Date: 4/9/18
Issued by: GPT
Page 1 of 1
EQUIPMENT DATA SHEET
MBBR TREATMENT SYSTEM
MOUNTAIRE FARMS
LUMBER BRIDGE, NC
Two (2)
To mix and provide oxygen to MBBR
Tanks 1 and 2
,turer:
Entex
m:
4000 scfm (per tank)
gym:
11,744 scfin
Prop (at Dropleg):
15 psig
pe Size:
18"
.s of Construction:
304 SS Drop Pipe
PVC Header
Coarse Bubble
ries:
Yoke lateral supports, drop pipe supports
Fo:
MBBR tanks
pia:
52'
leight:
35'
vlax Liquid SWD:
31.5'
;ference Drawing:
271,272

EQUIPMENT DATA SHEET
MBBR TREATMENT SYSTEM
MOUNTAIRE FARMS
LUMBER BRIDGE, NC
MBBR Tanks
EQ. No.:
Number:
Material of Construction:
Volume:
I.
Type:
Service:
Working Temperature:
Working Pressure:
Contents:
Interior lPipinR:
Seismic Group:
n ­
Ref. Drawing:
Spec No. 174-540
Revision #: 1
Date: 4/9/18
Issued by: GPT
Page 1 of 1
Two (2)
Tarsco or Equal
304 SS
556,000 gallons with 5 ft freeboard
52' foot diameter by 35' foot sidewall
height
Cylindrical
MBBR tanks
Ambient
Atmospheric
Wastewater
Yes. See nozzle schedule, aeration
diffuser grid (by others)
II
Steps and cat -walk, nozzles as shown on
drawings; pipe supports
271,272

EQUIPMENT DATA SHEET
MBBR TREATMENT SYSTEM
MOUNTAIRE FARMS
LUMBER BRIDGE, NC
Sludge Storage Tanks
EQ. No.:
Number:
Material of Construction:
Volume:
Dimensions:
Type:
Service,
Working Temperature:
Working Pressure:
Interiorf Piping:
Seismic Group:
n
Spec No. 174-540
Revision #: 1
Date: 4/9/18
Issued by: GPT
Page 1 of 1
Two (2)
Rental Equipment (Frac Tanks)
Epoxy Coated Steel
21,000 gallons
560" x 102" x 120"
Frac Tank
Waste Activated Sludge Tank
Ambient
Atmospheric
Wastewater, waste activated sludge
No
II
Level gauges, outlet manifold (by others)

Aeration B
EQ
Model:
Speed:
Dischai
Design
Blower
Pump �
Type.
Spec No. 174-540
Revision #: 2
Date: 4/17/18
Issued by: GPT
Page 1 of 1
EQUIPMENT DATA SHEET
MBBR TREATMENT SYSTEM
MOUNTAIRE FARMS
LUMBER BRIDGE, NC
Pumps:
Three (3)
Provide air for MBBR tanks
;turer:
Excelsior or Equal
Cycloblower HE250 CDL 750 RC2
Max 2200 rpm
;e Temp.:
263
nlet Temp.:
80OF
?levation (ASL):
200 ft
otor:
size:
350 HP
electrical:
460 V/3pH/60 Hz
'ype:
TEFC
Motor FLA 515A at 460 V
each:
Max 4043 scfin (@ 60 Hz)
;e Pressure:
15 psig
s of Construction:
Manufacturer Standard
Positive Displacement
ries:
Air inlet filter, air outlet silencer, NEMA
3R noise enclosure; space heater; EAP
11 drive panel, exhaust fan w/ thermostat
(1/3 HP, 115/230/l/60); relief valve,
check valve
Sound L1 evel:
Approx! Dimensions, 172" x 82" x 136"
(LxWxD):
Connections: 12" outlet
{ 14" inlet

DAF Sludge Pui
EQ. No.:
Number:
Type:
Model:
Design
Air Re(
Fluid P
Inlet ar
(LxWx:
Pump I
Spec No. 174-540
Revision #: 1
Date: 4/9/18
Issued by: GPT
Page 1 of 1
EQUIPMENT DATA SHEET
MBBR TREATMENT SYSTEM
MOUNTAIRE FARMS
LUMBER BRIDGE, NC
and Transfer
Two (2)
Bolted air -powered diaphragm, ball
valve
turer: Wilden
PS8
'low: 60 GPM at 20 psig
drements: 10 SCFM up to 100 psig
mped: Wastewater sludge; DAF float flange
Outlet Size: 2" inlet, 2" outlet
of Construction:
)iaphragm: Wil-Flex
Vetted Parts: Polypropylene
-ies: Air filter, pressure regulator (by others)
Pump Dimensions, 24" x 19" x 32"
eight: 89 lb.

New Primary
EQUIPMENT DATA SHEET
MBBR TREATMENT SYSTEM
MOUNTAIRE FARMS
LUMBER BRIDGE, NC
Unit
DAF Model Number:
Design Flow:
Design Inlet TSS:
DAF Function:
Liquid Material:
Liquid Specific Gravity:
Working Pressure:
Materials of Construction:
Operating Weight:
End Connections:
Driver:
Controls:
Electrical:
Accessories:
Spec No. 174-540
Revision #: 1
Date: 4/9/18
Issued by: GPT
Page 1 of 1
One
'Sorin
Sorin 600
600 gpm / 800 gpm hydraulic
Primary Treatment
Wastewater
1.0
Atmospheric
SS 304
132,940 lbs.
27'6" x 8'xl4'9"
Float discharge — TBD
Influent — 6"
Effluent —12"
2 Hp skimmer drive
Recycle pump
Match existing
480 V/3 phase/60 Hz
Polymer feed pumps
4-2 HP with VFD Moyno Pumps

EQUIPMENT DATA SHEET
MBBR TREATMENT SYSTEM
MOUNTAIRE FARMS
LUMBER BRIDGE, NC
Pre -Engineered Building
Quantity:
Type:
Size:
Doors:
Color:
Power:
Panel S
Spec No. 174-540
Revision #: 0
Date: 4/18/18
Issued by: GPT
Page 1 of 1
One (1)
Pre -fabricated concrete or engineer -
approved equal
20-ft by 15-ft; 10-ft interior wall clearance
One double door, one additional man door
Mfr. Standard as Approved by Owner
Mfr. Standard
Lighting, heat pump, mini-split-M-01
120/208 V 3 ph
See Drawing 502
NC PE Stamped Drawings
Suitable for Building Permit

APPENDIX D
ENGINEERING CALCULATIONS
& MANUFACTURER'S EQUIPMENT INFORMATION

RAW WASTEWATER INFLUENT & PRIMARY DAF
WWTP DAILY FLOW HISTOGRAM
PRIMARY DAF FEED HYDRAULICS
PRIMARY DAF CUT SHEET

�I 35 j 120.00%
30 100% 100%
96 % 100.00%
1 25
f
80.00%
20
3 - 60.00%
v
- ` Frequency
15 --*—Cumulative
1
40.00%
i
10
J
20.00%
5
j 3%
1% 1% - 1% 2%
0 0.00%
0 0 0 0 0 0 0 a)
0 0 0 0 0 I 0 0 0
O N N n- 0 I N LLn
I� n n r- 00 N N
`-� - N - N N N N) M M
I -
I
�I

a
V
C
Gl
3
Cr
CD
LL
18
16
14
12
10
8
L
4
2
6%
19%
0 I 0% _ y
100000 150000 200000
r
j.
1
I
120.00%
100%
♦ 100.00%
80.00%
60.00%
� Frequency
(Cumulative
40.00%
20.00%
-� 0.00%
More

HYDRA
I'
$
PROJECT:,
Mountaire
- Lumber Bridge
DATE:
313012018
-..
Prepared -By:
MDW -
Checked By:
GT
F
_
r
I
_
PIPE SECTION:
Feed Forward PUMPS to
Elev. (ft.)
I
Dia.1 (in.)
Area 1 (ft)
Pressure
Length
ITEM
DESCRIPTION
Head
Pipe
—}
AH (ft.)
Dial (in.)
Area 2 (fi)
(ft.)
_
Inlet
Entrance
}
Pipe
Pipe Run
MWr
`
Fitting
90 (4)0196�
Valve
BV
Valve
CV
4
WPM
W
Valve
BV
k»
Fitting
Cross, run -
0196•
Fitting
90 (10)
Fitting
45(2)
�0196r
Meter
FM
a n
_
1710
Fitting
Floc Tube [90(15)]
-
Pipe
Pipe Run
0196
Exit
Outlet
Total Length=
280,E
References: Loss in Contraction Calc. from
Cameron Hydraulic Data, pg3-117
Loss in Expansion Calc. from Cameron Hydraulic Data, pg.3-117
hf= 0.002083 x L x (100/C)^7.85 x gpm^1.85/dA4.8655
(hazen
i
Enter Pipe Flow Here
t
TOTAL FLOW,(MGD):
11.080 MGD
TOTAL FLOW (if CFM):
I
0.0000 MGD
8
7
C Factor: :- 1
L
17'
j
16
—(
51
Feed Pump
Pump System Curve (60 Hz)
600 700 Soo 900 1000 1100
Rate (gpm)
J
tSystem Curve
--&-Pump Curve
4/10/2018

E
-� D
i CHAMBER (DAF)
'
o
o
o
o
o
o
DIMENSIONS, WEIGHTS and CAPACITIES
FLOW
RATING
G.P.M.
A
B
C
D
E
EMPTY
WEIGHT
LB S.
OPER.
WEIGHT
LB S.
100
12'-W'
` 4'-1"
10'-4"
5'-71/2"
8'-6"
3,500
15,000
200
14'-2"
4'-1"
11'-5"
6'-11/2"
10'-01/2"
4,500
19,000
300
14'-2"
5'-81/2"
11'-5"
6'41/2"
10'-01/2"
6,000
25,000
450
14'-2"
I 7'-6"
11'-5"
6-41/2-
10'-01/2"
8,500
36,200
600
14'-2"
10.81/2"
11'.5"
6'-11/2"
10'-21/2"
10,500
52,000
900
15'-2 1/2'1
14.0 1/2"
12'-5"
GA 1/2"
10'-6 3/8"
14,500
78,000
B
1

ITEM
Inlet
Pipe
Rung
Filling
Valve
Fitting o i
FittingEP1pe
Run
Pipen
Fitting T Branch
Fitting Expansion
Ff1N g BVI
Filling 90 (2I)
I
Fitting 45I
Fitting T Run
Fitting 90 i
Pipe Pipe Run (pump,t
#1 Vert)
Fitting. ReduceIr
Valve BV 1
Meter Pipe Run OF
Valve PV
Valve BV
Fitting txpansic
Pipe Pipe run (verge
Wet)
Exit Outlet
MBBR
to
411512018
MDW
Elk (ft.) DiaA On.) Area 1 (tip)
AH OL) DIa.2 On.) Area 2 (t)
I
References: L ss In Contraction Colo. from Cameron Hydraulic
Loss in Expansion Calc. from Cameron Hydraulic I
I hf= 0.002083 x L x (100IC)"1.85 x gpm"1.85
TOTAL FLOW (MGD): 3240 MGD
TOTAL FLOW OfjCFM): . 0A000 MGD
Page Name I .. )1 4/182018

PROJECT:
Design Flow: 2250 gpm
Selected Pipe Dia: 16 inch
I Pipe Material: SS
)elected 'C' Factor: 100
DATE:
Prepared By:
Checked By:
ITEM.
oss in Contraction
DESCRIPTION I (ft.)
loss in Expansion
11I (ft•)
Head Loss (ft.)
Inlet
Entrance i
0.060
Fitting
T Branch (1)
0.090
<
`s
Fitting
. 90 (2) h'
f
0.030
Fitting
T Run (1)
0.120
Fitting
90 (1)
0.060
Valve
BV (2)
0.200
Pipe
Pipe Run
0.229,
Exit
Outlet
`
0.100
r ..
;on
References: Loss
Loss
Headloss (feet)l
0.880
TOTAL FLOW (M
TOTAL FLOW (if Clequired
C Factor: 1
ALCULATED VALUE
input for flow
required input for Piping
equired input for e Fitting
e uired input for Elevation Chan
q P 9
MBBR 1 to 2
4/18/2018

I L
_ PROJECT:
Mountaire-Lumber Bridge
Curve gravity flow)
DATE:
4/15/2018
!
Prepared_Byd
-
MDW - �p
1200 1400 1600 1800 2000 2200 2400 2600
Checked By:
GT
-PIPE SECTION: MBBR 2 to Secon
1.
_Elev. (ft.) Dia.1 (in.) Area 1;(ft2) Pressure
1
1
-- _
ITEM - DESCRIPTION
Head
_
AH (ft.) Dia.2 (in.) Area 2 (8 ) (n)
1
Pipe Run (cutlet 1 Inv to
=
1 767
=
Pipe.
GL)
i
Fitting
TBranch
1 767
1
Fitting
45
j
1
Pipe
Pipe Run (Outlet 1 to.
1 767
- -
1
outlet 2)-
�
-
1
1
1
Fitting
T Run
_
=1767
"
-
--
—1
Pipe
Pipe Run (outlet 2 to bldg)
`i1767
t
�
r
1
wt
Fitting
45 (4)
Fitting 90 (2)
r
-
, -
"Fitting Valve
- _
0,
Fitting T Run
;
.k1 767
Fitting
Reducer
-
-Run
»0545 (
Pipe Pipe (FM)
-
Fitting Reducer
"16 ; =1 396
- - -
Pipe Pipe Run (Floc -Tube)
--
1 396
_
Fitting - 90 (15)
u1 396
Inlet
Exit into DAF PV
- 1 Inlet Entrance into DAF 396 _
Outlet
Exit into DAF
es
System Flow Rate (gpm)
_
Total Length
�t
References: Loss in Contraction Calc, from Cameron Hydraulic Data, pg.3-11
Loss in Expansion Calc. from Cameron HydraullcData, pg.3-117
J
hf--
0.002083 x L x (100/C)"1.85 x gpm"1.85/d"4.8655
Enter Pipe Flow Here .
TOTAL FLOW (MGD):
2.549 MGD
TOTAL FLOW (if CFM):
0.0000 MGD,
C Factor: `100
MBBR 2 to SDAF (Dc)
i
4/18/2018

PROJECT:
-Mountalre - Lumbe
" DATE:
4(15(2018
Prepared By:
'
MDW
Checked By:
- GT
Vity flow)
1400 1600 1800 2000 2200 2400 2600
PIPE SECTION: MBBR 2
ITEM
'
DESCRIPTION
Elev. (ft.)
Dia.1 (tn.)
Area 1 (ft")I
AH (ft.)
_
. Dia.2 Qn.)
- Area 2 (ftZ)
Inlet
Entrance
1.396
Fitting
T Branch (1)
_7.1.396.-
Pipe
Pipe_Run (outlet 1
manifold)
_ 1.396 .
..
-
Fitting
Reducer
18
Fitting
90 (1)
1767"-
IN
Pipe
Pipe Run (outlet 1 Inv to
GL)
1 767
Fitting
- T Branch (1)
m 1767
Fitting
45
1.767::;
Pipe
Pipe Run (outlet 1 to outlet
2)
-
` 1 767 <.
Fitting
T Run (1)
�' 1.767.
- "
-
Pipe
Pipe Run (outlet 2 to bldg)
_
Fitting
45 (4)
Fitting
90 (2) -
- 1167,
Fitting
valve
1.767:x'.
-
-
Fitting1.767-
tting
T Run (1)
:- -`'
Fitting
Reducer
.. 10
1,767
- 0.545 `.
_. _. ---- ---- ------ - -- - — --.._
Pipe
Pipe Run (FM)
0.545 _.
"
Fitting
Reducer
0.545
16
', 1.396
Pipe
Pipe Run (Floc tube)
.: 1.396-
Fitting
90 (15)
.1.3W
Inlet
Exit Into OAF PV
Inlet
Entrance into DAF
s' 1.396.;
"
tist
F
Exit into OAF
1.396
'
'
`..-
w Rate (epm)
1
- References: Loss In Contraction Cale. from Cameron Hydraulic
Loss in Expansion Cale. from Cameron Hydraulic
hf= 0.002083 x L x (100lC)"1.85 x gpm"1.85
- Enter Pipe Flaw Here
- TOTAL FLOW (MGD): 3.240 MGD
TOTAL FLOW (if CFM): 0.0000 MGD
C Facior.� 100
MBBR 2 to SDAF:(full
4/18/2018

ULATIONS
ULATIONS
IONS
ATIONS
2MATION
MMATION
I
I
I
I

MBBR Process Design Calculations - U.S. units
MBBR No.. _1 -(First Stage)
1. General Inputs
Design ww Flow Rate, Q =
Prim. EfFl. BOD, So =
Peak Hour Factor =
1.28 MGD
1300 mg/L
1
Data points for SARR/SALR vs SALR
SALR (g/m2/d): 5 25.0
SARR/SALR: 0.95 0.775
Design Value of BOD Surface Slope, SARR/SALR vs SALR: -0.009
Area Loading Rate (SALR) = 19 g/m2/d Intercept, SARR/SALR vs SALR: 0.994
Est. of SARR/SALR Ratio = 0.828
(Surf. Area Removal Rate/Surf. Area Loading Rate)
(for SALR value specified at left)
2. Calculation of Carrier Volume and Required Tank Volume & Dimensions Inputs
___ Liquid Depth in Tank = 29 ft
Carrier Spec. Surf. Area = 589 m2/m3 Tank L:W ratio = 1.5
C (value from carrier mfr/vendor) (target L:W - only .used if tank is rectangular)
Design Carrier Fill % = 32% Click on green box and then on
arrow to Select Tank Shape:
Carrier % Void Space = 60%
Calculations
BOD Daily Loading = 13„878 lb/day Calculated Tank Volume = 1,758 m3
6,294,813 g/day = 62,075 ft3
_ 464,324 gal
Carrier Surf. Area needed = 331,306 m2
f Calculated Carrier Volume = 562 m3 Calculated Tank Diam. = 52.2 ft
i
Tank Liquid Volume = 54129.7 ft3 Nominal Hydraulic Retention Time at
Design Average Flow = 456 min
- Estimate of BOD Surface Area Peak Hourly Flow = 456 min
l; Removal Rate, SARR = 16 -g/m2/d
Est. of BOD Removal Rate: 5,208,958 g/day Calculated EfFl BOD Conc.: 224 mg/L
11,484 lb/day

MBBR Process Design Calculations - U.S. units
MBBR.N,o, 2 (..$e.cond Stage)
1. General Inputs
Design ww Flow Rate, Q =
Prim. Effl. BOD, So =
Peak Hour Factor =
2.55 MGD
760 mg/L
1
Data points for SARR/SALR vs SALR
SALR (g/m2/d): 5 25.0
SARR/SALR: 0.95 1 0.775
Design Value of BOD Surface Slope, SARR/SALR vs SALR: -0.009
Area Loading Rate (SALR) = 22 g/m2/d Intercept, SARR/SALR vs SALR: 0.994
Est. of SARR/SALR Ratio = 0.801
(Surf. Area Removal Rate/Surf. Area Loading Rate)
(for SALR value specified at left)
2. Calculation of Carrier Volume and Required Tank Volume & Dimensions Inputs
�1
Liquid Depth in Tank = 29 ft
Carrier Spec. Surf. Area = 589 m2/m3 Tank L:W ratio
(value from carrier mfr/vendor) (target L:W -:only used if tank is rectangular)
Design Carrier Fill % = 32% Click on green box and then on
arrow to Select Tank Shape:
_L
Carrier % Void Space
Calculations
BOD Daily Loading = 16,163 lb/day Calculated Tank Volume = 1',768 m3
7,331,490 g/day = 62,439 ft3
_ 467,047 gal
Carrier Surf. Area needed = 333,250 m2
Calculated Carrier Volume = 566 m3 Calculated Tank Diam. = 52'.4 ft
Tank Liquid Volume = 54,447 ft3 Nominal Hydraulic Retention Time at
Design Average Flow = 230 min
Estimate of BOD Surface Area Peak Hourly Flow = 230 min
Removal Rate, SARR = 18 g/m2/d
Est. of BOD Removal Rate: 5,874,357 g/day Calculated Effl BOD Conc.: 151 mg/L
12,951 lb/day

MBBR Air Requirements
Target BOD Reduction (%)
90%
-
-
-
Target NH3 Reduction (%)
0%
Target COD reduction (%)
0%
Target VSS reduction (%)
0%
AOR provided (y/n)
n
-
Pre -Anoxic (y/n)
n
�-
130.0
-
Flow Rate
2.550
MGD
1,770.8 gpm 9,652.9 m3/d '
4,253.4 Ib/d 1,929.3 kg/d
3,190.1 Ib/d 1,447.0 kg/d
TSS
200.0
ppm
VSS
150.0
ppm
TDS
-
ppm
- Ib/d - - •kg/d
TKN
150.0
ppm
3,190.1 Ib/d 1,447.0 kg/d
__
_
.130.0
PPM
2;764.7 Ib/d 1,254'.1 . kg/d_

L--- i U �J -- T ; �. f _ - —� —
- RESULTS - Total' Biological AOR
Non -Nutrient Excess NH3-N.
55.0 ppm
11693 Ib/d
530.6 kg%d
Oxygen Credit from benit
0.0 # Qz/a .
0.0 # o?/hr
0':0 kg Oz/.hr ,.
77
2,47O/
1,144.E
': kg Qz/hrBOD.AOR
COD AOR _.--_ �— ---
— - # Oz/,d
- # Oz/hr ` '
- ,, kg O'Z/hr
VSS-AOR.---
- # Oz/d „'
-. # Oz/hr
- kg Oz/hr
N,H3 AOR
- # Oz/d ,'... ,
-' _. #'Oz/hr..,
- kg Oz/hr
Total AOR
27,470.2 # Oz/d
1,144.6 # %/hr'
519.2 kg Oz/hr,,
0121 (winter min)'
0.888
-
OT`20 (summer max) ------
-: —1.268 —.
J.
Csat,2o
9.092 ' pp►1?
_
CSa (winter min) , ,
10.084 ppm
C,'4T(suminer max)`
7.559 ppm
-

i
_J
4 C:4: ZCt Y M K
echnologies
Engineering a Clean Water E:nvironnient
Project
Date Quoted
Quote Validity
Quote No
Mountaire Farms
March 8, 2618
90 Days
Q9014 Rev. 2
Lumber Bridge, NC
Quantity
Product
Description
BioPortz Moving
A total of 38,693 cubic feet HPDE media w/ carbon black for UV
38,693 cf
Media
protection providing 6,926,047 ftZ of biologically active surface
area.
3
Influent screens
Three (3) influent screens each 16" OD x 72 inch length with 150
ANSI flange. 304L SS wedge wire screens with 10-mm slot width.
Twelve (12) effluent screens each 16-inch diameter x 72-inch
Media
length with 150 ANSI flange. 304L SS wedge wire screens with 10-
12
Retention Screens
mm slot width. Headloss not to exceed 2-inches per stage. Each
screen will be supplied with a screen scour system.
Four (4) 304 L SS manifolds each designed to hold 3 media
retention screens. Manifold will terminate with a 16" ANSI flange
4
Effluent Screen
to be connected to tank mounted flange (by others). Manifold will
Manifolds
be equipped with a tab to accommodate a support bar (by others)
which will need to be connected to the tank wall to support the
weight of the manifold and screens.
Two (2) drain screens each 8.625 inch diameter x 24 inch length
2
Drain Screens
with 150 ANSI flange. 304L SS wedge wire screens with 10-mm slot
width.
Media retention screens will be equipped with Entex's Screen
Screen ScouFm
Scour system, including 1-inch dia. scour piping, solenoids and high
1lot
System
water level. Piping to terminate 12-inches above water level.
Water level will be monitored and will trigger scour as provision to
control bio-fouling, media accumulation and head loss.
BioPortz
Non -clog 304 stainless steel coarse bubble aeration for -MBBR
2 lot
Aeration Systems
tanks. Scope to terminate at drop pipe at top of tank. C/w flanged
For IFAS Zones
connection or loose follower flange.
Two (2) dissolved oxygen (DO) probes with mounting system
1 lot
Instrumentation
connected to one (1) DO analyzer. Two (2) level transmitters.
1 lot
Control Narrative
Description of 1/0 and control logic necessary to operation
BioPortz MBBR system.
- Page 2 of 6
Confidential

EfT
Technologies
Engineering a dean Water �nvlronmenl
Project
Date Quoted
Quote Validity
Quote No
Mountaire Farms
March 8, 2018
90 Days
Q9014 Rev. 2
Lumber Bridge, NC
3 sets
Documentation
3 sets of Technical Submittals. 3 sets of Installation, Operation, and
Maintenance Manuals.
Process Engineering for all equipment, equipment sizing and
selection, Review and approval of P&I Diagram for the ENTEX
scope of supply, Preliminary General Arrangement Drawings,
1 lot
Additional
Review and approval of final General Arrangement Drawings for
the ENTEX supplied equipment, Review of biological process
reactor drawings, excluding structural and civil design,
Manufacturers' service for installation inspection (5 days), Startup
supervision (4 days) and training (1 day).
Item
Not Supplied by Entex
Note: not all inclusive, Buyer is responsible for ensuring complete scope
A
Unloading and storage of materials on -site, installation of equipment.
B
Interconnecting piping and valves (manual and/or control), mooring, bridges, pumping
C
Electrical, conduit, motor control(s), variable frequency drive(s)
D
Start-up and operation
E
Anchor bolts and appurtenances, support bars for screen manifolds, aeration grids and/or
other miscellaneous equipment.
F
Baffles, foundations, walkways, and appurtenances
G
Chemical addition and chemical analysis
H
Blower, blower controls, blower building, foundation, containment and/or appurtenances
I
Tanks
Item
Terms and Conditions
Freight
Included, FOB.
1. Technical submittals will be submitted within 4 weeks from receipt of
acceptable purchase order.
2. Media shipments to start 4-6 weeks following release to manufacture and
Delivery Schedule
shipped as produced and available for shipment from Entex factory.
Media shipments to occur over the course of 34 weeks.
3. All shipments other than media to be completed within 8-20 weeks
following final shop drawing approval and written release to manufacture.
- Page 3 of 6 —
Confidential

�
3�.

CycloBloWer H.E. -2.60CDL760 FZC2 Medium
Compression D-SL
Product Information
CORRECTED VALUES ORIGINAL UNITS ENGLISH UNITS
METRIC UNITS
Ambient Pressure 222 ALT-J-FT-
14.576 PSIA
005 bar a
Elevation 222 ALT]-FT
'229.ALTI-FT
68 alti-M
Inlet Pressure 14-576 PsiA
0.000 F5slb
6 bar g
.Inlet Pressure Loss 0-3 PSI E
0.306 PSIG
0-021 bar g
Infei Ternp 106 F 100 OF
38 Ic
Inlet'Flo,.ii 560 SCF1J
640 ICFM
1087 rr?1h
Disthat_ge Pressuite 15 P81G
A5.Q90 Psid
1.'034 bar 0
Disoar,96 Pressure Loss 0-20.81(3
0.200 P.SIG
0n014 bar g
MEASURED VALUES ORIGINAL UNIT S ENGLISH UNITS
METRIC UNITS
Speed
500 RPM g 500 RPM
5100 RPM
RP1,A. 96 Of Max
23 9 23
23
Pourer
80-3 HP
80.8 HP
60--25.3 kW
Discharge Temp
336 OF
0 OF
'[66 1C
Ternp 0,4 of Max
94
94
94
dBa
SNoise
a
dBa
Pressute, % of MOM
77
77
.77
Adiabatic Effidenq
0.00%
0.00%
\V\000/.
rested- 04-10-.2018
PHYSICAL
UVeIght
3500 Ibs.
Gear Diameter I
in.
Center Distance
Connection Size
Case Length
in_
WRY
tb-412
Ofientaboii
56rizontal
PERFORMANCE
max bilta 0.
20 PSI
Max Terhp
350 OF
Max.Speed
22Q0
RPTO
MITI Sl5qe.d
500 RPM
Max Case Pressure
40 PSIG
Tax Delta T
2�0-F
16.67 Hertz
97.2 Available Motor HP

AMBIENT GAS PARAMETERS
1' decular Akeight
28.385 lbm/Ibmo1
28.385 kgi gmol
F. R Value.
54.434 ft.Ibfttbrn.R
0293 kJ/kg--IC
®efisi.4i
0_0059 fbm/fii 3
1.103 kg/tn3
m l P6tfdtat1co Curves
Published Data
i — Deaned
Condifions
Now
DERNED CONDITIONS
560 SUM
.RPM..
_ 0 Publ"€shed Data
— Defined
Condifians
I reated: 0410-2018
_-I
goo
2SO
200
1S0
106
so
9
a
GAS Mix: VOL

Performance Curves
Power Soo
DERNEDCONDMONS 400
Soo
200
100
MA Published Data
Defined 0
Cbndfti(3.ns
J
Torque I Z-5U
DEFINED CONDFHONS 1000
848.7 ft-lb
7SO
500 Soo
El Published Data 250
Defined
Cond6ons
reated: 04-10-2018

250CDL760 RC2. Medium
Cyclo.Blower H.
com
. pression DSL
Product Information
CORRECTED VALUES
ORIGINAL UNITS
IL
ENGLISH UNITS
ETRIC UNITS
Ambient Pressure
a 222 ALT]-FT
14.576 PSIA
1-005 bat a
Elevation
-222 Pj-T1-FT
'; 22:ALT-[-Ff
68 alt. i-rn
Inlet Pressure
14-576 Psm
6.000 P816
6 bar g
Inlet Pres Mire Loss
4-'3 PSIG
0.300 PSIG
0.0211 bar g
Inlet Temp.
lob F
100t
Idet FINI
4043 SUM
.4624 . JCFM
7856 m31h
Discharge Pressdrd 15 P81dG
15-000 PSIG
1-034 bar g
Disbh!ar_ge Pressure Loss
MEASUREDVALUES
0.2 PSIG
ORIGINAL UNITS
0.200 PSIG
ENGLISH UNITS
0-014 bang
METRIC UNITS
Speed
1790, RPM
-1790 RPM
1790 RPM
RPM % Of Mp.x
81.
81
Power
306-1 HP
306--1HP
228259 WN
Distharg6 Temp
264 *F
264. F
120 'C
Ternp 0% of Max
.75
1 75
75 .
Noise
dBa
'dBa
dBa.
Pres§ure % of Max.
77
77
77
'Adiabatic'Efficlency
0.00%,
0.000"s
0.00%
reated: 04-10-2018
�PHYSICAL
WOW 3500 lbs..
Gear Diameter I in.
Center Distance
Connection size
l in.
Case Length
in.
WR?
Orientation
1 horizontal
Max Delta P
-20 PSI
Max Temp j
350 'F
Max Speed
22
Min Speed
500 RPM,
Max Case Pressure
40 PSIG
.Max
Max Delta-T I
250 -F

AMBIENT GAS PARAMETERS ENGLISH UNITS
M61ecular Weight 28-385 Ebmflbmol 28.335 kg)kgmol Air 1 . ob
R Valub
54AM ft.lbffibm.R
0293 UflcgrK
Dehsity
0.069 lbmAl 3
1.103.kg.fm"
Peffbtth.ante Curves
Temioi4-iitbime,Pjse
Boa
DERNED CONDmoNs 250
164 F J
200
ISO
17 .
EM0-
100
[7-1 Publfshed Data I
— Deff ned
Conditions
0
R
Flow`
4k
J Rpm
0
_17ti
Published Data
Deffried
Condflions
Ok
I reated- -04-10-2018

MUFLN
-� Performance Curves
Power S40
Published Data
1
Defn6d
Conditions
I Torque
DEFINED
1
. ■
1790 - -_
r; 'l Published Data g
Defined
Conditions
rested_ 04-1 o-2018
400
300
240 -
0
-10 5b6 754
1f.)
100
75
so
25
,.—.....t_. 2d40--

.J,cyclo'Blower H.E. - 250CDL760 RC2 Medium
COM pre DSL
Product Information
li
CORRECTED VALUES ORIGI ENGLISH UNITS
M ETRIC UNITS
Atnbient Pressure 222 ALTJ-FT 14.576 PSIA
1;005 bar a
Elevation .22; 222:ALTI-FT
68 affi-In
Inlet Pressure 14-576 PsiA
0.000 PSI G
0 bar g
In let Pressure Loss 6-3PSIG
0300 PSIG
0.021 b . ar g
iniet Terrip 106 F
100 t
:38 IFC
inlet FloW 4402 SQFM
.
5034 ICFM
855 1 3 . rWJh
- ...— .3
01s6hprqe Pressure- 15 P810 15-000 Ps[G
1.04 bar 0
charge Pres,s'UfL- Loss 02 PSIG
0:200 PSIG
0.014 bar g
MEASURED VALUES ORIGINAL. UNITS
Speed E92I RPM
1921 RPM-
1921 'RPM
RP10!% Of Max 87 81
87
Power 331.7 HP
331.7 HP
247.34-9 WAI
bischarge Temp 283 T
263'F
1 1 28 1C
terno of may, .75
75
75
Noise dBa
dB'
dBa
Pressure % of Mau 77
77.
77
Adiibafic Efficiency 0.00%
0.00%
0. . 00%
reateci- 04-i0-2oio
-J
PHYSICAL
Might
35001bs
F
Gear Diameter I
Centef Distance
in.
Connection -Size
in.
Case Length
L in.
WF;r-
lb-ft2
Ofientati0fi
h6fizontal
PERFORMANCE
Mbk 061ta 0
F 26 PSI
Max TaFhp
350'F
Max ppead
2200
RPTvI
Min Speed
500 RPM
hilax,Casd Prwsure7l
40 PSI 13-
. Max Deltill
3 250
0 'F

GAS MIX: VOL
Molecular Weight
A65 lbmilbmol
28.385 kgftmol
R valub
54.431 ft.lbf/Ibm.R
OA3 Olkg.-K
0.069 Ibmift 3
1.103 k (M3
Peifbrm -ante Curves
Tc�"fti cit" �,R-
.,pL� ."r .-ise
041WHIP.W. M. 2s
1 1 62i
TO
E-1 NbEshed Data
Defined
Conditions
Flow
921 J�
Published Bata
Defffi6d
Cbndifions
reated-- 04-10-2018

aulk'.AF IN
Performance Curves
Power WU
400
DEFINED CONDITIONS
Soo
200
192,11
100
0, Published Data
-m—'Deffiied 0
C6ndiffons
-100
1000
750
RPM,
0 PublishedData
2SO
-- Defined
C'ondflions
reatecl- 04,-107-2018

I
J
I
I
J
DISCHARGE HYDRAULICS & RESIDUALS MANAGEMENT
COPY OF THIRD PARTY CONTRACTOR AGREEMENT LETTER
SDAF EFFLUENT TO LAGOON HYDRAULICS
J
J
J
J
J
J
J
J
J

T E R. RA
re n ewa I
April 17,2018
Mr. John Wren
Director of Engineering and. Environmental Services
Mountaire Farms of
I s Delaware,nc.
P.O. Bak 1320
Millsboro, bt 19966
Subject: MountatreFarms Poultry Processing - Lumber Brid e, NC
Land Application of Waste Activated Sludge (WAS)
De
ar I - ar Mr. Wren:
This letter is provided to verify that Terra Renewal Services Inc. is in the process of adding
Mountaire Farms Poultry Processing 'Facility in Lumber Bridge, NC as an approved
generator of residua Is Csludge) for the purpose of land application to farm sites in
Chesterfield, Darlington, and Marlboro Counties South Carolina. The subject permit number is
ND0086479, which is issued by the South Carolina Department of, Health
.and Environmental Control. This permit is effective until October 31,2027 and will
be renewed prior to expiration.
pir. tion.. We expect to have all the necessary approvals for Lumber Bridg
e
in late July or early August 2018.
Terra Renewal will provide approximately 40,000 gallons of temporary sludge storage plant
a n
as, a buffer between production volume of WAS and the dail
y management.of loads going to the
field sites: Terra Renewalwill alsoha've offsite storage available to ensure we can handle the daily
volume regardless- of weather conditions.
If you have anyquestions or requirei additional information / documentation, please contact me at
336-407-8100 or [e-mail].
Regional Sales Manager
Terra :Renewal Services, Inc.
15197 E. State Hvify 155 Dardan.elle, AR 72834 phone [phone] fax 479,229-3.734 www.terrarenevial..com

ITEM
Inlet
Fitting
Fitting
Fitting
Fitting
Fitting
Pipe
Valve
Fitting
Fitting
Pipe
Exit
Prepared
Checked
Mountaire - Lumber
313012018
MDW
GT
PIPE SECTION: SecondaryDAF
Elev. (ft.)
Dia.1 (in.)
Area 1,(fe)
Pressui
DESCRIPTION
Head
AH (ft.)
Dia.2 (in.)
Area 2 (ft?)
(ft )
Entrance
tr
BV
n ;
90 (2)
„
AMR',
�arAt';1 396
Tee Branch
45 (6)
`�1 396
Reducer
10
Pipe Run
t 545
Expansion
161396
BV
E
� r 1 396
90 (4)
Pipe Run.
K
*Mil
t
Exit
Total Len!
References: Loss in Contraction Calc. from Cameron Hydraulic Data, pg.3
Loss in Expansion Calc. from Cameron Hydraulic Data, pg.3-
hf= 0.002083 x L x (100/C)^1.85 x gpm^1.85/d^4.8655
Secondary DAF to Lagoon
Effluent Gravity Flow
System Curve
1000 1250 1500 1750 2000 2250 2500 2750
System Flow Rate (gpm)
4/18/2018

APPENDIX E
PROPERTY OWNERSHIP DOCUMENTATION

Robeson County Government
PROPERTY REPORT -PRINT
I
Property Owner Owner's Mailing Address
Property Location Address
MOUNTAIRE FARMS INC PO BOX 1320
17269 N NC 71
MILLSBORO, DE 199660000
Administrative Data Administrative Data
Valuation Information
Parcel Ref No. 220101011 Legal Desc A N & S SR 1703
Market Value $ 300,900
PIN 946047806600
Account No. 10399740010 Deed Bk/Pg 01017 / 0384
Market Value - Land and all permanent improvements, if
any, effective January 1, 2010, date of County's most
Tax District SHANNON FIRE Plat Bk/Pg /
recent General Reappraisal
Land Use Code A-80
Assessed Value $ 386,700
Land Use Desc > 10 AC OUTBUILDINGS Sales Information
If Assessed Value not equal Market Value then subject
ONLY Grantor MOUNTAIRE FARMS INC
Subdiv Code
Parcel designated as a special class -agricultural,
horticultural, or forestland and thereby eligible for
Subdiv Desc
taxation on basis of Present -Use and/or reduction from
Sold Date 2017-05-03
Neighborhood 22001
a formal appeal procedure
Sold Amount $ 0
Land Supplemental
Map Acres 564
Tax District Note
Present -Use Info
Improvement Detail
(1st Major Improvement on Subject Parcel)
Year Built 0
Built Use/Style
Current Use /
* Percent Complete 0
Heated Area (S/F) 0
** Bathroom(s) 0 Full Bath(s) 0 Half Bath(s)
** Bedroom(s) 0
Fireplace (Y/N) N
Basement (Y/N) N
Attached Garage (Y/N) N
•** Multiple Improvements 0
`Note - As of January 1
• * Note - Bathroom(s), Bedroom(s), shown for description only
* * Note - If multiple improvements equal "MLr then parcel includes additional major Improvements
Improvement Valuation (1st Major Improvement on Subject Parcel)
* Improvement Market Value $ •* Improvement Assessed Value $
7,300
7,300
• Note - Market Value effective Date equal January 1, 2010, date of County's most recent General Reappraisal
•' Note - If Assessed Value not equal Market Value then variance resulting from formal appeal procedure
Land Value Detail (Effective Date January 1, 2010, date of County's most recent General Reappraisal)
Land Market Value (LMV) $ Land Present -Use Value (PUV) $ **
Land Total Assessed Value $
293,600 379,400
379,400
** Note: If PUV equal LMV then parcel has not qualified for present use program

Parcel Sketch:
No Sketch Available
Parcel Photo:
No Photo Available

I�
Robeson County Government
`r PROPERTY REPORT - PRINT
Property Owner
Owner's Mailing Address
Property Location Address
MOUNTAIRE FARMS OF NC INC
PO BOX 339
17269 N NC 71
LUMBER BRIDGE A, NC 283570000
Administrative Data Administrative Data
Valuation Information
Parcel Ref No. 090801001 Legal Desc A HY 71/PAISLEY SMITH
Market Value $ 15,420,000
PIN 4 L
Account No. 74894056 EASED M/H ON SITE YRD
Market Value- Land and all permanent improvements, if
any, effective January 1, 2010, date of Countys most
Tax District LUMBER BRIDGE FIRE ITE
recent General Reappraisal
Land Use Code 1-20 Deed Bk/Pg /
Assessed Value $ 15,420,000
Land Use Desc LIGHT INDUSTRIAL Plat Bk/Pg /
If Assessed Value not equal Market Value then subject
Subdiv Code
parcel designated as a special class -agricultural,
Subdiv Desc Sales Information
horticultural, or foreslland and thereby eligible for
Neighborhood 09CO2 Grantor
taxation on basis of Present -Use and/or reduction from
a formal appeal procedure
Sold Date 2001-01-01
Land Supplemental
Sold Amount $ 0
Map Acres 222.6
Tax District Note
Present -Use Info
Improvement Detail
(1st Major Improvement on Subject Parcel)
Year Built 1970
Built Use/Style MFG/PROCESSING
Current Use B /
* Percent Complete 100
Heated Area (S/F) 245,678
** Bathroom(s) 0 Full Bath(s) 0 Half Bath(s)
** Bedroom(s) 0
Fireplace (Y/N) N
Basement (Y/N) N
Attached Garage (Y/N) N
*** Multiple Improvements 2010
• Note - As of January, 1
• `Note - Bathroom(s), Bedroom(s), shown for description only
• • Note - If multiple improvements equal "ML*r then parcel includes additional major improvements
Improvement Valuation (1st Major Improvement on Subject Parcel)
* Improvement Market Value $ ** Improvement Assessed Value $
14,324,400
14,324,400
* Note = Market Value effective Date equal January 1, 2010, date of County's most recent General Reappraisal
" Note - If Assessed Value not equal Market Value then variance resulting from formal appeal procedure
Land Value Detail (Effective Date January 1, 2010, date of County's most recent General Reappraisal)
Land Market Value (LMV) $ Land Present -Use Value (PUV) $ **
Land Total Assessed Value $
1,095,600 1,095,600
1,095,600
" Note: If PUV equal LMV then parcel has not qualified for present use program

Parcel Sketch:
Parcel Photo:
No Photo Available

E
I
Business Corporation Annual
SOS1D: 1455280
Date Filed: 7/27/201711:59:00 PM
Elaine F. Marshall
North Carolina Secretary of State
CA2017 184 01928
CA201718401928
of B siness Corporallon: MOUNTAIRE CORPORATION
a<y f State ID: , 55State of Formation: Fiscal Year Ending: 12 — 31-15
ieral iy certify that an annual repo completed In its entirely has been submitted and the information requested below (required by
CGS 5-16.22) has not changed d'Is therefore complete.
Name of Registered Age C -+—
e
Signatureofthe NewRegisteredAl ant
Regislared Office Street Address &.County
50 FAYETTEVILLE T, BOX 1011
ALE GH NC 27601
Iction 8 Principal Office Informatiod
De lion of Nature of Buslness AGRICULTURAL
l
Pdnct al Office Phone Number. 5 01 —
31 L-658-Y
Princi al Office Street Address & ounty
901 NAPA VALLEY
ITT E ROCK iAR 72221
ectian C1 Officers (Enter additional Olfficers in Section E.)
(SlWw%we conatltutee wneent to the appohthnMQ
4. Registered Office Mailing Address
15.0 FAYETTEVILLE ST. BOX 1011
RALEIGH NC, 27601
3. Principal Office Emait
5. Principal Office Mailing Address
1901 NAPA VALLEY
LITTLE ROCK, AR 72221
lame: rE AM ENGLISH Name: PAUL DOWNES Name: W. D.ABBS CAVIN
e: ECUTIVE VICEI PRESI we: PRESIDENT rdle: CFO
dress: ! ! Address: Address:
901'NAPA VALLEY ,i ROUTE 24 1901 NAPA VALLEY
ITTE.ROCK, AR 12221 MILLSBORO, DE 1996 LITTLE ROCK, AR 72221
t
t
ecUon D Certification of Annual Report Section D must be completed in Its entirety and signed by a person
ted and rSecUon C, are person signing for an entity listed under Section C.
t
• glp,%A, 0 ` 3A A6
aignwe jp7m mnt be vOW by N offlow of carpandlon)
t
1l. DtBBS CAVIN CFO
Plint or Ty" sine co off
I �
9511 01 12.16

APPENDIX F
PRELIMINARY OPERATION & MAINTENANCE PLAN

PRELIMINARY OPERATION AND MAINTENANCE PLAN
SECONDARY WASTEWATER TREATMENT SYSTEM
MOUNTAIRE FARMS OF NORTH CAROLINA, INC.
17269 Nc 71 HIGHWAY N
LUMBER BRIDGE, NC 28357
APRIL 2018
Page 1 of 5

TABLE OF CONTENTS
1.0 System Functional Description......................................................................................................... 3
1.1 List of Major Equipment Vendor Contact Information................................................................ 3
2.0 MBBR Startup and Operation...........................................................................................................3
2.1 MBBR Media Addition and Startup Procedures........................................................................... 3
2.2 MBBR Seeding & Wastewater Flow............................................................................................4
2.3 Normal MBBR Operation.............................................................................................................4
3.0 Safety Measures................................................................:............................................................... 5
4.0 Spill Prevention Measures................................................................................................................ 5
5.0 Response to Upsets & Bypasses ......................................... :............................................................. 5
6.0 Emergency Response & Contact Information................................................................................... 5
7.0 Regulatory Agency Information....................................................................................................... 5
Page 2 of 5

1.0 System Functional Description
In summary, wastewater is pumped from the existing aboveground clarifier to two (2) new MBBR
reactors. MBBR influent will utilized step feed to help balance the loading to each reactor, with a
maximum anticipated flow split of 50%. Two (2) blowers will provide aeration to the MBBR reactors,
one blower to each reactor with a third blower as a standby backup. Treated effluent from the MBBRs
- will flow via gravity to an existing secondary DAF system to remove biological solids. Clarified treated
— water from the secondary DAF will then flow via gravity to the aerated storage lagoon to be land applied
_I
using the existing spray irrigation system. Sludge from the DAF will be pumped to a temporary tank
where it will be removed and hauled off site for land application by a contracted third party. Major
component technical data sheets are included in Appendix C.
1.1 List of Maior Equipment Vendor Contact Information
• Two (2) Moving Bed Biofilm (MBBR) Reactors
o Manufacturer: Entex
o Model: BioPortz System
o Fill/Media Area: 32% / 589 m2/m3
o Contact Information: Jeff Danner, 919-933-2770
• Three (3) Positive Displacement Blowers
o Manufacturer: Excelsior Blower Systems, Inc
o Model: 250-CDL-750
o Design Flow Rate: 4,100 scfm
o Design Pressure: 15 psi
o Contact Information: Dan Fulton, 610-921-9558 x121
2.0 MBBR Startup and Operation
2.1 MBBR Media Addition and Startup Procedures
Fill the reactor with potable water to a depth of approximately 3 feet, or to one (1) foot over the aeration
diffusers and header piping. Begin testing the blowers and aeration system to show that no leaks are
present and that all diffusers are properly distributing air into the tank. Observed the aeration pattern and
adjust the elevation of each diffuser until equal distribution is established.
i Once the aeration grid operation is confirmed, fill the reactor with potable water to approximately 50%
tank volume to begin adding the biofihn carrier media. Media elements will. be delivered in one cubic
meter bags. The design fill percentage is 32%, or approximately 563 cubic meters for each reactor (1,125
bags). Lift each bag to the top of the tank and discharge the media into the reactor. The recommended
method of lifting is via forklift/forked boom lift. If media is stored on site for an extended time period, be
Page 3 of 5

sure to cover the bagged media so: that the bag itself does not prematurely deteriorate due to excessive sun
exposure. The bags may be stacked but it is not recommended to exceed three (3) bags high.
When first added to the wastewater, the carrier media have some surface affects from fabrication which
may allow air bubbles to attach to the media. Because of this surface affect, the media will initially tend
to float and appear not to mix well. Observe the media as it is installed to ensure that floating media
`islands' do not become excessive. Stop adding media and wait for the island to sink into the water. This
— "wetting out" process could take several hours to several days.
The blowers may be ran at lower airflow if needed but should be ramped up to max air flow as media fill
percentage is reached. The media will need to be aerated 3 to 5 days to allow the surface affects to be
removed and the media to begin vigorously moving throughout the reactor. Once confirmed that the
media appears to be vigorously moving throughout the reactor, drain the potable water out of the tank to a
maximum level of approximately 3 to 5 feet. Once drained, begin the next phase of startup.
2.2 MBBR Seeding & Wastewater Flow
Begin by adding 10,000 to 15,000 gallons of sewage sludge seed (municipal RAS or non -digested WAS)
and then slowly add wastewater (minimum pump flow) until the reactor is 50% full. Add supplemental
phosphoric acid and urea to aid in the health of biomass on a 100:10:2 ratio. Aerate at full capacity for
several hours and monitor DO, phosphorus, nitrogen, and COD concentrations. As COD concentration
decreases, begin adding addition wastewater at minimum pump flow until the reactor is full and
discharging to the SDAF. This is to help acclimate the bacteria to the source wastewater. Continue to
aerate and measure parameters continuously for 3 to 5 days to track the BOD/COD removal rates. This
will help to provide an estimate on attached growth bacteria concentration.
2.3 Normal MBBR Operation
As the bacteria appears to become acclimated, slowly increase feed flow. Each reactor has a flow meter
and a pinch valve to control step feed flow. Initially, adjust the step feed to equally split the air flow to
each reactor. Step feed flow should be adjusted as removal performance is measured. With the exception
of the instrumentations, no other routine maintenance is required of the MBBR reactor.
If it becomes necessary to stop the flow of raw wastewater to the MBBR for a short period of time, less
than one week, the reactors should continue to be aerated. If the raw wastewater flow is stopped for a
longer period of time (1 month or longer), continue to aerate the reactor for two weeks, then stop aeration
and drain the reactor.
2.3.1 Deformer Metering Pumps
One (1) operating and one (1) shelf spare metering pump to provide deformer to the MBBR reactor
during startup and/or upset conditions. Only WATER based anti -foam agents must be used.
The metering pump will be manually operated. The discharge of deformer is directly into the MBBR
reactor. The rate of deformer feed is manually adjusted by the operator.
I
Page 4 of 5

2.3.2 Positive Displacement Blowers
Three (3) positive displacement blowers will operate on VFD to provide a maximum air flow of 4,100
scfin of air at 15 psig. Dissolved oxygen will be monitored by a PLC which will in turn adjust the airflow
with both minimum air flow set point and minimum DO set points. Routine maintenance of the blowers
will be required per manufacturer's recommendations to ensure consistent operation.
3.0 Safety Measures
The Mountaire Farms facility utilizes multiple layers of security with limited ingress and egress. Each
access point is staffed with a 24-hour guard. The wastewater treatment facility is separately located from
the main production facility but remains within two boundaries of staffed security fence. Un-authorized
staff are not permitted within the wastewater treatment facility.
4.0 Spill Prevention Measures
Overflows of the MBBR reactors are installed without valves or other restrictions. If such an event were
to occur, wastewater would over flow to the existing clarifier which, in turn, would over flow to the
aerated storage lagoon. Level indicators are installed on both reactors to provide continual level
notification to the operator.
5.0 Response to Upsets & Bypasses
If a system upset occurs, or if for any other reason, the MBBR reactors need to be bypassed, the pumped
flow can be diverted directly to the secondary DAF using valves located at the feed pumps. Additionally,
bypasses are installed on each MBBR reactor, so that one tank may be used if the other needs to be taken
out of service.
6.0 Emergency Response & Contact Information
In the event of a life -threatening emergency, call 911. In the event of a plant upset, contact the following
plant staff to bring the upset to their attention.
Robert Jackson:910-709-7913
John Wren: 410-251-2841
7.0 Regulatory Agency Information
Non -Discharge Permitting Unit Phone Number: (919)-807-6332
Page 5 of 5

J APPENDIX G
EXISTING NON -DISCHARGE PERMIT

ROY COOPER
Governor
MICHAEL S, REGAN
'Secretary
Water Resources LINDA CULPEPPER
ENVIRONMENTAL QUALITY Interim Director
March 8, 201 S
NOLAN TRENT REYNOLDS — DIRECTOR OF PROCESSING OPERATIONS
MouNTAIRE FARMS INC.
POST OFFICE BOX 1320
MILLSBORO, DELAWARE 19966
Subject: Permit No. WQQ000484
Mountaire Farms —Lumber
Bridge WWTF
Wastewater Irrigation System
Robeson County
_ Dear Mr. Reynolds:
In accordance with your permit renewal request received May 4, 2017; and subsequent additional
information received September 1, 2017 and December 12, 2017, we are forwarding herewith Permit No.
WQ0000484 dated March 8, 2018, to Mountaire Farms Inc. for the continued operation of the subject
wastewater treatment and irrigation facilities.
This permit shall be effective from the date of issuance until February 28, 2023, shall void Permit
No. WQ0000.484 issued July 1, 2015, and shall be subjectlo 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.
Please note the following permit conditions are new since the last permit issuance dated July
1, 208:,
➢ Condition I.1. — The Permittee must install a method of measuring flow to the infiltration
basins.
➢ Condition I.2. — Within 2 years of the effective date of this permit, the Permittee, shall submit
to the Fayetteville Regional Office a Groundwater Report summarizing the groundwater
f quality"
➢ Condition I.3. - The Fayetteville Regional Office, telephone number [phone], shall.
approve the installation of monitoring wells MW-47 through MW-56. prior to installation, and
' the monitoring wells shall be installed within 180 days of the effective date of this permit.
➢ Condition IA. — Within 30 days of construction, a Well Construction Record (Form GW-1)
listing this permit number and the appropriate monitoring well identification number shall be
completed for each well constructed mailed to the Division of Water Resources, Non-
Discharge Branch.
-t Nothing Compares ---,-
State of North Carolina I Environmental.Quality I Water Resources I Water Quality Permitting I Non -Discharge Permitting
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-807-6332

j Mr. Nolan Trent Reynolds
March 8,2018
- Page 2 of 2
- ➢ Condition I.S. — Within 60 days of completion of the monitoring wells, the. Permittee shall
submit two original copies of a site map.
Condition I:6. - Within 180days of the effective date of this permit; monitoring wells MW-16;
MW-32, and MW-39 shall be permanently abandoned. Within 180 days of installation of
1 monitoring wells MW-47 through MW-56, monitoring wells MW-17, MW-26; MW-27, MW-
38, MW-44, MW-45, and MW-46 shall be permanently abandoned.
➢ Condition III.17. — The condition requires the harvested hay be removed from the compliance
boundary:
Condition IV.11. — For initial sampling of monitoring, wells, the Permittee shall submit a
Compliance Monitoring Form (GW-59) and a Well Construction Record Form (GW-1) listing
this permit number and the appropriate monitoring well identification number.
➢ Attachment A — Chlorine, Residual Chlorine,. and Total Nitrogen have been added.
➢ Attachment B = Per the Permittee's request, Fields MI, M2, M3, M4,-and M5 have been
combined into one field having a total acreage of 23.07 with an application limitation of 52
inches. per acre and plant available nitrogen of 359 lbs/acre,
9 Attachment B — Per the Permittee's request, Fields VI and V2 have been combined into one
field having a total acreage of 14.7 with an application limitation of 86 inches per acre and
plant available nitrogen of 350 lbs/acre.
➢ Attachment B — Per the Permittee's request, Field C has been reduced to 13.6 acres.
➢ Attachment C — Phosphorus and Chloride have been added.
_ 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.
j If you .need additional information concerning this permit, please contact Tessa Monday at (919)
807-6302 or.tessa.moiidgy ncdenr.go_v.
Sincerely,
Linda Culpepper, Interim Directo
Division of Water Resources
cc: Robeson County Health Department (Electronic Copy)
Fayetteville Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Digital Permit Archive (Electronic Copy)
Central Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
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
Mountaire Farms Inc.
Robeson County
FOR THE
continued operation of a 2,550,000 gallon per day (GPD) wastewater treatment and irrigation facility
consisting of:
an industrial wastewater treatment plant consisting of. rotary screens; a flow equalization basin with a
floating aerator; a feed forward pump station with three 600 gallon per minute (GPM) feed forward pumps,
f and associated high-water alarms; a feed forward pump., station with two 1,200 GPM feed forward pumps,
a 2,400 GPM feed. forward pump, and associated high-water alarms; three 800 GPM dissolved air floatation
I (DAF) units with a nitrogen removal system and clarifier (Sorin Treatment System); a 2,400 GPM DAF
unit with two 280 cubic foot per minute (CFM) dissolved air pumps; a 2,400 advanced pipe flocculator
with a flow meter; a 6,000 gallon alum tank with.a. 25 gallon per hour (GPH) chemical metering pump;
i four 2,5000 gallon polymer tanks with two 25 GPH chemical metering pumps; a 19.79 million (MG) 30
I millimeter (mm) synthetically Iined aerated storage lagoon with four aerators and 1.18 MG of permanent
storage; chlorine disinfection; and all associated piping, valves, controls, and appurtenances;
a 40,000 GPD domestic wastewater treatment plant; and all associated � p piping, valves, controls, .and
appurtenances;
a wastewater irrigation system consisting of: a spray irrigation pumping station with three vertical turbine
pumps serving 17 center pivot and solid set irrigation fields (i.e., Fields A through M) with a wetted area
of 254.97 acres; two 1,000 GPM vertical turbine ,spray irrigation pumps serving 15 center pivot and solid
set irrigation fields (i.e., Fields N through Z) with a wetted area of 266.47 acres for a cumulative area of
R 537.8 acres (Fields A through Z); and all associated piping, valves, controls, and appurtenances;
a groundwater management system consisting of. 493 linear feet (LF) of 8-inch gravity sewer; a 225 GPM
pump station (Field C) with duplex pumps, high-water alarms, manual power transfer switch, and an
emergency generator hookup; approximately 3,670 LF of 6-inch force main; a 35 GPM pump station (Field
-- F) with duplex pumps, high-water alarms, manual power transfer switch, and an emergency generator
hookup; five 0.52 acre infiltration basins; and all associated piping, valves, controls, and appurtenances
WQ0000484 Version 4.0 Shell Version 171103 Page 1 of 10

to serve the Mountaire Farms — Lumber Bridge WWTF, with no discharge of wastes to surface waters,
pursuant to the application received May 4, 2017, 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 Environmental Quality and considered a part
of this permit.
This permit shall be effective from the date of issuance until February 28, 2023, shall void Permit No.
WQ0000494 issued July 1, 2015, and shall be subject to the following specified conditions and limitations:
L SCHEDULES
I. Within 180 days of the effective date of this permit, the Permittee shall install a method of recording
flow to the infiltration basin system. Upon installation, the Permittee shall :begin recording and
reporting the flow to the infiltration basin system as required in PPI 005 in Attachment A. [15A NCAC
02T .0108(b)(2]
2. Within two years of the effective date of this permit, the Permittee shall submit to the Fayetteville
Regional Office a Groundwater Report summarizing the groundwater quality (up -gradient and down -
gradient) within the compliance boundary. The Groundwater Report shall include: (1) a table with
depth--to-water measurements in each well; (2) a table with current and historical laboratory data for
_- each well; (3) a site map showing each well and potentiometric surface data; (4) and a brief discussion
of anynoncompliance items or notifications required in Condition IV.16. When the concentration of
any substance equals or exceeds the standard at the review boundary as determined by monitoring, the
permittee shall take action in accordance with the provisions of Rule 15A NCAC 02L .6106. [15A
NCAC 02T .0108(b)(2]
3. The Fayetteville Regional Office, telephone number [phone], shall approve monitoring wells
for MW-47, mW 48, MW-49, MW 50, MW-51, MW-52; MW-53, MW-54, MW-55, and MW-56 prior
to installation, and the monitoring wells shall be installed within 180 days of the affective date of this
permit. The regional office shall be notified at least 48 hours prior to the construction of any monitoring
well, and such notification to the regional supervisor shall be made from 8:00 a.m. until 5:00 p.m. on
Monday through Friday, excluding State Holidays. The monitoring wells shall be constructed such that
the water level in the monitoring well is never above or below the screened (open) portion of the well
1 at any time during the year, and in accordance with 15A NCAC 02C .0108. The location of the.
replacement wells must be on the down -gradient side of the adjacent disposal field and on the review
boundary. [15A NCAC 02C .0108, 02T .0108(b)(2]
4. Within 30 days of construction, a Well Construction Record (Form GW-1) listing this permit number
and the appropriate monitoring well identification number shall be completed for each well constructed
and mailed to the Division of Water Resources, Non -Discharge Branch, 1617 Mail Service Center,
j Raleigh, NC 27699-1617 or emailed to N'[e-mail]. A North Carolina
Certified Well Contractor shall construct the monitoring wells according to the North Carolina Well
Construction Standards (15A NCAC 02C .0113) and local county rules. [15A NCAC 02C .011, 02T
-7 .0108(b)(2)]
WQ0000484 Version 4.0 Shell Version 171103 Page 2 of 10

5. Within 60 of completion of the monitoring wells, -days
p g we,the Permittee shall submit two original copies
of a site map with a scale no greater than 1-inch equals 500 feet; however, special provisions may be
granted upon prior approval for large properties. At a minimum, the map shall include the following
information:
a. The location and identity of each monitoring well.
b.. The location of major components of the waste disposal system.
c. The location of property boundaries within 500 feet of the disposal areas.
_ d. The latitude and. longitude of theestablished horizontal control monument.
e. The elevation of the top of the well casing (i.e., measuring point) relative to a common datum.
£ The depth of water below the measuring point at the time the measuring point is established.
g. The location of compliance and review boundaries.
h. The date the map is prepared and/or revised.
Control monuments shall be installed in such a manner and made of such materials that the monument
will not .be .destroyed due to activities taking place on the property_. The map and any supporting
documentation shall be sent to the Division of Water Resources, Non -Discharge Branch, 1617 Mail
Service Center, Raleigh, NC 27699-1617. [15A NCAC 02T .0108(b)(2)]
6. Within 180 days of the effective date of this permit, monitoring -wells MW=16, MW-32, and MW-39
shall be permanently abandoned. Within 180 days after installation of proposed wells MW-47 through
MW-56; monitoring wells MW-17, MW-26, MW-27, MW-38, MW-44, MW-45 and MW=46 shall be
i permanently abandoned. Within 30 days of abandonment, a Well Abandonment Record (Form GW-
30) listing this permit number and the appropriate monitoring well identification number shall be
completed for each well abandoned and mailed to the Division of Water Resources, Non -Discharge
Branch, 1617 Mail Service Center, Raleigh, NC 27699-1617 or emailed to Non-
Discharge.Reports ,ncdenrgov. A North Carolina Certified. Well Contractor shall abandon the
monitoring wells according to the North Carolina Well Construction Standards (15A NCAC 02C .Ol 13)
and local county rules. [15A NCAC 02C .011, 02T .0108(b)(2)]
} 7. 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..
- l [15A NCAC 02T .0105(d), 02T .0106, 02T .0109, 02T .0115(c)]
H. PERFORMANCE STANDARDS
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. [G.S. 143-
215.1; 143-213.3(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]
3. All wells constructed for purposes of groundwater monitoring shall be constructed in accordance with
15A NCAC 02C .0108 (Standards of Construction for Wells Other than Water Supply), and any other
jurisdictional laws and regulations pertaining to well construction. [15A NCAC 02C .0108]
-� 4. Effluent quality shall not exceed the limitations specified in Attachment A. [15A NCAC 02T
.0108(b)(1)]
WQ0000484 Version 4.0 Shell Version 171103 Page 3 of 10

5. Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in
Attachment B, [15A NCAC 02T .0505(c), 02T .0505(n)]
6. 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 103 15.6A through 143-215.6C.. [15A NCAC 02L .0106(d)(2), 02L .0107(b)]
7. In accordance with 15A NCAC 02L .0108, the review boundaryis established m
-, Nance bound 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 .010.6. [15A NCAC 02L
.0106, 02L .010.8]
8. 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)]
9. 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]
10. 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
Robeson 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)]
11. 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
iii. Any well with exception of monitoring wells: 100
iv. Any property line: 150
v. Public right of way: 50
[15A NCAC 02H .02190)]
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:
[15A NCAC 02H .02190)]
100
50
WQ0000484 Version 4.0 Shell Version 171103 Page 4 of 10

c. The setbacks for storage and treatment units (e.g., 2,400 GPM DAF unit, advanced pipe flocculator,
alum. tank, .polymer tanks, etc.) permitted under 15A NCAC 02T .0500 shall be as follows (all
distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 100
ii. Any private or public water supply source: 100
iii. Surface waters: 50
iv. Any well with exception of monitoring wells: 100
v. Any property line: 50
[15A NCAC 02T .0506(b)]
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 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. [15A
NCAC 02T .0108(b)(1)]
4. Ade,quate 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 incleinent weather or when the ground is in a condition that
will cause ponding or runoff. [15A NCAC 02T .0108(b)(1)]
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. [15A NCAC 02T .0108(b)(1)]
7. Only effluent from the Mountaire Farms — Lumber Bridge WWTF shall be irrigated on the sites listed
in Attachment B. [G.S. 143-215.1]
8. 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)(I)]
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 .1100. The Permittee shall maintain a residual management plan
pursuant to 15A NCAC 02T .0508.. [15A NCAC 02T .0508, 02T .1100]
11. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited. [15A NCAC 02T .05056)]
WQ0000484 Version 4.0 Shell Version 171103 Page 5 of 10

12. Freeboard in the 19.79 million (MG) synthetically lined aerated storage 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 19.79 million (MG) synthetically lined aerated storage lagoon
shall be provided. This gauge shall have readily visible permanent markings, at inch or tenth ofa foot
increments, indicating the following elevations: maximum liquid level at the top bfthe 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. [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, 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. The application of chemicals to the Fields C and F groundwater management system rapid infiltration
basins is expressly prohibited. [15A NCAC 02T .0108(b)(1)]
16. The Fields C and F groundwater management system rapid infiltration basins shall be operated and
maintained to prevent the bed surfaces from becoming sealed and established with vegetative growth.
The:rapid infiltration basin bed surfaces shall be kept free of vegetative growth at all times. 'Vegetation
shall be removed manually so that minimal disturbance will occur. The basin beds shall be raked a
minimum of once per month. [15A NCAC 02T .0108(b)(1)]
17. The Permitted shall remove harvested hay from within the compliance boundary. [15A NCAC 02T
.0108(b)(1)]
W. MONITORING AND REPORTING REQUIREMENTS
'j 1. Any Division required monitoring (including groundwater, plant tissue, soil and surface water analyses)
JI 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
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.
[15A NCAC 02T .01.05(k)]
4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for
the parameters specified in Attachment A. [15A NCAC 02T .0108(c)]
] WQ0000484 Version 4.0 Shell Version 171163 Page 6 of 1 g 0

5. The Permittee shall maintain adequate records tracking the amount of effluent infiltrated or 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 19.79 million (MG)
synthetically lined. aerated storage 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 Forms NDAR-1 for every site in Attachment B shall be submitted on or before the last day
of the following month. If no o 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
j 16,17 Mail Service Center
Raleigh, North Carolina 27699-1617
[15A NCAC 02T .0105(1)]
J
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
f d. Volume of residuals removed.
[15A NCAC 02T .0108(b)(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 NC -AC 02T .01.08(b)(1)]
WQ0000484 Version 4.0 Shell Version 171103 Page 7 of 10

10. Monitoring wells MW-47, MW-48, MW49, MW-50, MW-51, MW-52, MW-53, MW-54, MW-55,
and MW-56 shall be sampled after construction. All 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 and Figure 1 [15A NCAC 02T .0105(m)]
11. For initial sampling of monitoring wells MW-47, MW-48, MW-49, MW-50, MW-51; MW-52, MW-
'53, MW-54, MW-55, and MW-56, the Permittee shall submit a Compliance Monitoring Form (GW-
59) and a Well Construction Record Form (GW-1) listing this permit number and the appropriate
monitoring well identification number. Initial Compliance Monitoring Forms (GW-59) without.copies
of the Well Construction Record Forms (GW-1) are deemed incomplete, and may be returned to the
Permittee without being processed. [15A NCAC 02T .0105(m)]
12. 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 Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[15A NCAC 02T .0105(m)]
13. 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
PH
Base Saturation (bycalculation)
Lead 1
Phosphorus
Cadmium i
Magnesium
Potassium
Calcium
Manganese
Sodium
Cation Exchange Capacity
Nickel 1
Zinc
Copper
Percent Humic Matter
i Cadmium, Lead, and Nickel shall be sampled once per permit cycle and. a licensed soil scientist
shall submit these results accompanied by a report to determine site soil efficiency.
[15A NCAC 02T .0108(c)]
14. A licensed agronomist shall perform surface and deep penetrating aeration maintenance .on an as -
needed basis for all irrigation sites listed in Attachment B. [15A NCAC 02T .0108(b)(1)]
15. Scheduled maintenance of the irrigation and infiltration sites listed in Attachment B shall be performed
as needed. Maintenance shall include, actions to ensure that effluent ponding and runoff does not occur
and shall include an annual report by an agronomist or agricultural expert concerning crops and
operation for the upcoming year. This written report shall be submitted to the Fayetteville Regional
Office, Water Quality Regional Operations Section, 225 Green Street, Suite 714, Fayetteville, NC
28301. [15A NCAC 02T .0108(b)(1)]
WQ0000484 Version 4.0 Shell Version 171103 Page 8 of 10

- 16. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office; telephone number (910)
433-3300, 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. 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.
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 comnpliance 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 .OiO5(1), 02T .0108(b)(1)]
I •
V. INSPiECTIONS
1. 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 terms 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. [15ANCAC 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]
WQ0000484 Version 4.0 Shell Version 171103 Page 9 of 10

�_I
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 NCG010000; any requirements pertaining to wetlands under 15A NCAC 02B
i .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)]
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
62T .0104]
6. 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
permitted under another permit issued by the appropriate permitting authority. [15A NCAC 02T
.01050A
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. [ 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). [15A
NCAC 02T .0120]
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. [15A NCAC 02T
.0105(e)(3)]
Permit issued this the 8t' day of March 2018
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
,�=Linda Culpepper, Interim Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0000484
WQ0000484 Version 4.0 Shell Version 171103 Page .10 of 10

ATTACHMENT A — LMTATIONS AND MONITORING REQgJgIl2 J MENTS
PPI 001— Storage Lagoon Effluent
Permit Number: WQ0000484 Version: 4.0.
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCs
Code
Parameter Description
Units of
Measure
. MonthlyMonthly
Average
$
Geometric
Mean
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
'Type
00310
BOD, 5-Day (20 °C)
mg/L
2 x Month
Grab
01027
Cadmium, Total.(as Cd)
mg/L
Monthly
Grab
00916
Calcium, Total (as Ca)
mg/L.
Monthly
Grab
00940
Chloride (as Cl)
mg/L
3 x Year
Grab
50060
Chlorine, Total Residual
mg/L
5 x Week
Grab
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
Z
2 x Month
Grab
01042
.Copper, Total (as Cu)
mg/L
Monthly
Grab.
50050
Flow, in Conduit or thru Treatment Plant
GPD
2,550,0002
Continuous
Recorder
01051
Lead, Total (as Pb)
mg/L
Monthly
Grab
00927
Magnesium, Total (as Mg)
mg/L
Monthly
Grab
01067
Nickel, Total (as N)
mg/L
Monthly
Grab
00610
Nitrogen, Ammonia Total (as N)
mg/L
;
?
2 x Month
Grab
00625
Nitrogen, Kjeldahl, Total (as N)
mg/L
2 x Month
Grab
00620
Nitrogen, Nitrate'Total (asV)
mg/L
2 x Month
Grab
00600
Nitrogen, Total (as N)
mg/L
2 x Month
Grab
00400
pH
su
5 x Week
Grab
00665
Phosphorus, Total (as?)
mg/L
2 xMonth
Giab
WQ09C
Plant Available Nitrogen - Concentration
mg/L
2 x Month
Calculated
00931
Sodium Absorption Ratio
ratio
Monthly
Calculated
00929
Sodium, Total (as Na)
mg/L
+
•
Monthly
Grab
70300
Solid's, Total Dissolved —180 °C
mg/L
3 x Year
Grab
00530
Solids; Total Suspended
mg/L
2 x Month
Grab
01092
Zinc, Total (as Zn)
mg/L
Monthly
Grab
1. 3 x Year sampling shall be conducted during April, August, and December.
2. 'The -flow limit of 2.55 million gallons per day (MGD) shall be'based upon a seven day weekly average.
WQ0000484 Version 4.0 - Attachment A
Pagel of 2

PPI 002 — Industrial WVTP Effluent
EFFLUENT CHARACTERISTICS EFFLUENT LIMITS
PCS Units of Monthl
-Code Parameter Description Y Monthly Daily Minimum Daily Maximum
Measure Average Geometric Mean
50050 Flow, in Conduit or thru Treatment Plant GPD 2,550,000
I. The flow limit of 2.55 million gallons per day (MGD) shall be based upon a seven day weekly average
PPI:003 — Domestic WWTP Effluent
MONITORING REQUIREMENTS
Measurement Sample
Frequency Type
Continuous Recorder
EFFLUENT CHARACTERISTICS EFFLUENT LIMITS MONITORING REQUIREMENTS
PCS Units of Monthly. Monthly Measurement Sample
Code Parameter Description Daily Minimum, Daily Maximum
Measure Average GeometricMean Frequency Type
50050 Flow, in Conduit or thru-Treatment Plant GPD" _ 40,000 Continuous Recorder
PPI 004 — Surface dater Monitoring Station SW-1(34.8725840,-79.116861°)
EFFLUENT CHARACTERISTICS EFFLUENT LIMITS- MO.NITORING REQUIREMENTS
PCS Measurement Sample
Code Units of Monthly .Monthly Parameter Description Dai
ly Daily Minimum DMaximum
Measure Average Geometric Mean Frequency Type
00620 Nitrogen, Nitrate Total (as N) rrig7L Monthly Grab
PPI 005 — Groundwater Lowering System Effluent
EFFLUENT CHARACTERISTICS EFFLUENT LIMITS MONITORING REQUIREMENTS
PCS Parameter Description Units of Monthly Monthly Measurement Sample
Code Measure Average Geometric Mean Daily Minimum • Daily Maximum
Frequency- Type
50050 . Flow, in Conduit or thru Treatment Plant GPD
. � � � Continuous Recorder
`VQ0000484 Version 4.0 Attachment A Page 2 of 2

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LBUTATIONS
Mountaire Farms lime. — Mountaire Farms — Lumber Bridge WWTF
Permit Number: WQ0000484
Version: 4.0
IRRIGATION AREA INFORMATION
APPLICATION LIMITATIONS
Field
Owner
County
Latitude
Longitude
Net Acreage
Dominant
Parameter
Hourly
Yearly
Units
Soil Series
Rate
Max
A
Mountaire Fauns Inc.
Robeson
34.872092'
-79.1073531
8.20
PoB
01284 — Non -Discharge Application Rate
78
inches
WQ09 —Plant Available Nitrogen
350
lbs/acre
B
Mountaire Farms Inc.
Robeson
34.8728771
-79.109168°
6.75
WkB
01284 — Non -Discharge Application Rate
78
inches
WQ09 — Plant Available Nitrogen
350
lbs/acre
C
Mountaire Farms Inc.
Robeson
34.871624'
-79.1026731
13.60
WkB
01284 —Non-Discharge Application Rate
78
inches
WQ09 — Plant Available Nitrogen
264
lbs/acre
D
Mountaire Farms Inc.
Robeson
34.8745280
-79.1115580
3.50
WkI3
01284 — Non -Discharge Application Rate
78
inches
WQ09 — Plant Available Nitrogen
350
lbs/acre
E
Mountaire Farms Inc.
Robeson
34.876730°
-79.113280'
4.70
WkB
01284 —Non-Discharge Application Rate
91
inches
WQ09 — Plant Available Nitrogen
350
lbs/acre
F
Mountaire Farms Inc.
Robeson
34.8750831
-79.106307°
26.53
WkB
01284—Non-Discharge Application Rate
78
inches
WQ09 — Plant Available Nitrogen
350
lbs/acre
G
Mountaire Farms Inc.
Robeson
34.8790931
-79.1101321
47.79
WkI3
01284—Non-Discharge Application Rate
91
inches
WQ09 — Plant Available Nitrogen
350
lbs/acre
H
Mountaire Farms Inc.
Robeson
34.8785480
-79.1044970
14.19
WkB
01284 — Non -Discharge Application Rate
91
inches
WQ09 — Plant Available Nitrogen
350
lbs/acre
I
Mountaire Farms Inc.
Robeson
34.8776001
-79.1084111
13.58
Wk13
01284 — Non -Discharge Application Rate
91
inches
WQ09 —Plant Available Nitrogen
350
lbs/acre
J
Mountaire Farms Inc.
Robeson
34.8851460
-79.1179710
58.26
WkB
01284 — Non -Discharge Application Rate
91
inches
WQ09 —Plant Available Nitrogen
350
lbs/acre.
K
Mountaire Farms Inc.
Robeson
34.888060'
-79.115683'
9.86
LaB
01284—Non-Discharge Application Rate
91
inches
WQ09 — Plant Available Nitrogen
350
lbs/acre.
L
Mountaire Farms Inc.
Robeson
-34.8882200
-79.112341 °
24.94
LaB
01284 — Non -Discharge Application Rate
91
inches
WQ09 — Plant Available Nitrogen
350
lbs/acre
M
Mountaire Farms Inc.
Robeson
34.8686000
-79.1075000'
23.07
Pog
01284—Non-Discharge Application Rate
52
inches
W009 — Plant Available Nitrogen
350
lbs/acre
N
Mountaire Farms Inc.
Robeson
34.8716060
-79.1215800
78.87
PoB
01284 — Non -Discharge Application Rate
0.60
86
inches
WQ09 — Plant Available Nitrogen
350
lbs/acre
O.
Mountaire Farms Inc.
Robeson
34.8672760
-79.1235790
19.89
NoA
01284 —Non-Discharge Application Rate
0.610
86
inches
WQ09 —Plant Available Nitrogen
350
lbs/acre
WQ0000484 Version 4.0
Attachment B
Pagel of 2

P
Mountaire Farms Inc.
Robeson
'34.8655470
-79.1207120
28'64
WkB
01284 - Non -Discharge Application -Rate
WQ09 - Plant AvailableNitrogen
Q:
Mountaire Farms Inc.
Robeson
34.8630330
-79.1166980
23.80
WkB
01284-Non-Discharge Application Rate
WQ09 - Plant Available Nitrogen
R
Mountake, Farms Inc.
Robeson
34.8640580
-79.1.145990
19-16
PoB
01284 -Non-Discharge Application Rate.
WQ09-- Plant Available Nitrogen
S
Mountaire Farms Inc..
Robeson
34-.8781360
-79.1238820
12.74
WkB
.'WQ09
01284-Non-Discharge Application Rate
- Plant Available Nitrogen
T
Mountaire Farms Inc.
Robeson
34.8751460
-79.1232090
6.25
WkB
01284 - Non -Discharge Application Rate
WQ09 - Plant Available Nitrogen
u
Mountaire Farms Inc.
Robeson
34.8701080
-79.1242510
3.65
W . kB
*01284 -Non-Discharge Application Rate
WQ09 - Plant Available Nitrogen
V
Mountaire Farms Inc..
Robeson
3.4.8686970
-79.118807'
14.70
WO
01284 - Non -Discharge Application Rate
WQ09 - Plant Available Nitrogen
w
Mountaire FarmsJnc.
Robeson
34.866495*
-79.117085*
11.08
Wk13
01284 - Non -Discharge Application Rate
WQ09 - Plant Available Nitrogen
xi
Mountaire Farms Inc.
Robeson'
34.858233"
-79.116596'
25.83
NoA
01284 -Non-Discharge Application Rate
WQ09 - Plant Available Nitrogen
X2
Mountaire FarmsJnc.
Robeson
34.8550856-
-79.1167820
11.55
WkB
01284-Non-Discharge Application Rate
WQ09 - Plant -Available -Nitrogen
y
Mountaire Farms Inc.
Robeson
34.860833*
-79.113544'
3.21
NoA
01284.-Non-Discharge Application Rate
WQ09 -Plant Available Nitrogen
z
Mountaire Farms Inc.
Robeson
34.8576070
-79.1127760
.
710
WkB
01284 - Non -Discharge Application Rate
WQ09 - Plant Available Nitrogen
Totals
]7521,474
0.60
86
inches
350
lbs/acre
0.60
86
inches
350
lbs/acre
0.60
86
inches
350
lbs/acre
0.60
86.
inches
350
lbs/acre
0.60
86
inches
350
lbs/acre
0.60
86
inches
350
lbs/acre
0.60
.86
inches
350
lbs/acre
0.60
86
inches
.350'
lbs/acre
0.60
86
inches
350
lbs/acre
.0.60
86
inches
350
lbs/acre
0.60
86
inches
350
lbs/acre
0.60
86
inches
350
lbs/acre
WQ0000484 Version 4.0 Attachment B Page 2 of 2

ATTACHMENT C — GROUNDWATER MONITORING AND LEUITATg®NS
Permit Number:. WQ0000484
Monitoring Welds: l l W-14,-MW-15, MW-37, -47, M W-48;MW-499 MW-50, 110'1W-51, PAW-52, M W-53, MW-54,.A,1W-55, andIcy-56 8.
GROUNDWATER CIHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREME:
PCS Code
Parameter Description
Daily Maximum
Frequency Measurement
Sample Type
00680
Carbon,' Tot Organic (TOC)
mg/L;
3 x Year
Grab
00940
Chloride (as Cl)
250
mg/L
.3 x Year
Grab
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
3 x Year
Grab
00610
Nitrogen, Ammonia Total -(as N)
1:5
mg/L
3 x Year
Grab
00620
Nitrogen, Nitrate Total (as N)
10
mg/L
3 x Year
Grab
00400
pH
4.2-8.5
su
3 x Year
Grab
00665
Phosphorus; Total (as P)
mg/L
3 x Year
Grab.
70300
Solids, Total Dissolved - 180 °C
500
mg/L
3 x Year
Grab
GWVOC
Volatile Compounds; (OW).
Present: Yes/No
Annually
Grab
82546
Water Level, Distance from measuring point
feet
3 x Year
Calculated
XTS
i_
Versiom 4.0
Footnotes
1,6
1
I
1
1
1,2
1
1
1,.4, 5
1,2,3
i. -1 x r ear monitoring snail be conducted in April, August; and December; Annual monitoring shall be conducted every December.
Z. The measurement of water levels shall be made prior to purging the wells: The depth to water in eachwell 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.
4. Volatile Organic Compounds (VOC) - In- December only, analyze by one of the following methods:
a: StandardMethod 6230D, PQL at 0.5 µg/L or less
b. Standard'Method 621 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 Non -Discharge Branch Chief
Any method used must meet -the following qualifications:
a. A laboratory must be. DWR certified to run 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 DWR. Any constituents detected above the MDL but below
the PQL of 0.5 µg/I 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 FayettevilleRegional Office supervisor, telepfione number (910), 433-3300,
urther instructions regarding,any additional follow-up analyses required.
must:be contacted immediately'for f
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 thebackground 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 nomenclatureand location information provided in Figure I and this attachment.
8. MW-56 shall be sampled once to establish background water quality. The well shall be then temporarily abandoned.
WQ0000484 Version 4.0 Attachment C Page 1 of 1

. r �.�.��f •, �-- . �-. � aye 4,� _ �+a �•...
Existing Well
W�34 MW 35Fields
Infiltration Basin
Propqsed We
e Water
Surface Water tvbnitoring
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MW!`39 MW 48 z '„ /'
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Jle, 2� q � � N
, a T� MW, 17 MW 2, , 3000 ft

A
Legend
Existing Well
Infiltration Basin
MV1,/,47;MW 3 fProposed Well
1=
n r
iStream/Surface Water
MW°2.
Surface Water lVbnitoring
` ,, Y„
Sa x -fit - <r ,,f MW 28
(,,MAW' 176, ,
.t f,Wi:38 E'� Oa«°�y s� A�• r',- '� ^ ,
rw/ n •MW 18 r
'.min., s� MW.=48 M,
MW 39 2
a? r t t MIN-52' . - �,,..°� iF'''))
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/46
4 ,1 �a-• s 1 f ' p r "R F.
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4 gyp, 'i Y
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IV]10
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44
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t `" .klp • x,pMW 42 r` FLd9
Ilk`' ' `

Legend
�{4_U
MW-53 r ylrrigataon Pond • Well
Fields
F.ram:,
r InfiltrationI
•fir � � ~ 5 L r-- � ' 1.� - -k �� -.- Al 20 ' � � �� Proposed Welli
Stream/Surface Water r
~1 MW42 's MW 19; Surface Water
ti r r P, R
MW'r,� ,' a �r • ;
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Q2018 Gooy�e�

APPENDIX H
THREATENED/ENDANGERED AQUATIC SPECIES DOCUMENTATION

— - --- — 1 — —j—�J
Threatened & Endangered Aquatic Species Documentation
TAXONOMIC
SCIENTIFIC NAME
COMMON NAME
STATE STATUS
FEDERAL
STATE RANK
GLOBAL RANK
HABITATCOMMENT
TOPO MAP
TOPO MAP STATUS
GROUP
STATUS•
Crotalus
Eastern
pine flatwoods, savannas,
Reptile
adamanteus
Diamondback
E
FSC
S1
G4
pine -oak sandhills
Parkton
Historical
Rattlesnake
Vascular Plant
Eupatorium
Limesink Dog -fennel
E
S2
G4G5
limesink ponds and clay -
Parkton
Current
leptophyllum
based Carolina bays
streamhead pocosins, white
Vascular Plant
Lindera subcoriacea
Bog Spicebush
SR-T
FSC
S2
G3
cedar swamps, seepage
Parkton
Current
slopes
One -flower
clay -based Carolina bays,
Vascular Plant
Sclerolepis uniflora
SR-T
S2
G4
blackwater river foodplains,
Parkton
Current
Hardscale
limesink ponds
Alligator
fresh to slightly brackish
Reptile
American Alligator
T
T(S/A)
S3
G5
lakes, ponds, rivers, and
Parkton
Historical
mississippiensis
marshes
breeds in fish -free
Ambystoma
Eastern Tiger
semipermanent ponds;
Amphibian
tigrinum
Salamander
T
S2
G5
forages in adjacent woods,
Parkton
Current
usually sandy pinewoods
Small -headed
Vascular Plant
Iva microcephala
T
S2
G5
clay -based Carolina bays
Parkton
Current
Marsh Elder
breeds in temporary fish -free
Rana capito capito
Carolina Gopher
pools; forages in sandy
Amphibian
(syn. Rana capito,
T
FSC
52
G3
Parkton
Current
Rana capito capito)
Frog
woods, especially pine -oak
sandhills
Vascular Plant
Scleria reticularis
Netted Nutrush
T
S2
G4
clay -based Carolina bays,
Parkton
Current
limesink ponds