WQ0004268_Land Quality Section_20060427

NCDENR - Land Quality Section
Project No.: A30701.00
Date of Preparation: April 27, 2006
Applicant:
Allen Canning Company
RECEIVED
DENR - FAYE TEVILLE REGIONAL OFFICE
Wastewater Treatment System Improvements
Sampson County, North Carolina
Application Package Prepared By:
MacConnell & Associates, P.C.
Full -Service Consulting Engineers
Post Office Box 129
Morrisville, North Carolina 27560
Telephone: [phone]
909 Aviation Parkway, Suite 1400
Morrisville, North Carolina27560
Fax: [phone]
MACCONNELL
& ASSOCIATES, P.C.

-1
P.O. Box 129
Morrisville, NC 27560
1 919-467-1239
MAcCONNELL
& ASSOCIATES, P.C.
April 27, 2006
Mr. Matthew D. Fleahman, P.G.
NCDENR - Division of Water Quality
Aquifer Protection Section — Land Application Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
RE: Allen Canning Company
Renewal Application for Surface Irrigation System
Permit Number: WQ0004268, Issued: November 2, 2001
MacConnell & Associates Project Number: A30701.00
Dear Mr. Fleahman:
909 Aviation Parkway
Suite 1400
Morrisville, NC 27560
Fax [phone]
Please find enclosed five copies of the Surface Irrigation System application package which
includes the following:
• Permit Application (SIA 11-05)
• Current Permit
MacConnell & Associates, P.C., on behalf of Allen Canning Company, is requesting a renewal
of the existing permit for the facility.
We feel that this submittal is sufficient for you to complete your review. If you have any
questions or require additional information, please contact me at [phone].
Sincerely,
Bill Williams, P.E.
Project Manager
Enclosures
cc: Les Carswell, Allen Canning Company
Tommy Langston, Allen Canning Company
Gary MacConnell, MacConnell & Associates, P.C.

TABLE OF CONTENTS
➢ SIA 11-05 Application Form
➢ Current Permit

SIA 11-05 Application Form
MacConnell & Associates, P.C.
909 Aviation Parkway, Suite 1400
Morrisville, NC 27560
Phone: [phone]
Fax: [phone]

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
SURFACE IRRIGATION SYSTEMS
(THIS FORMMAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
THIS ONLINE APPLICATION CAN BE FILLED OUT USING
THE TAB KEY TO MOVE THROUGH THE FIELDS>
Application Number: (to be completed by DWQ)
I. GENERAL INFORMATION:
1. Applicant's name (Owner of the facility, See Instruction A.): Allen Canning Facility RECEIVED /DENR/DWQ
2. Complete mailing address of applicant: P.O.Box 250 (305 East Main) AQUIFER PROTECTION SECTION
City: Siloam Springs State: Arkansas Zip: 72761 APR 2 7 ZOOS
Telephone number: ( 479) 524-6431 Facsimile number: ( 479 ) 524-3448
Email Address: [e-mail]
3. Facility name (name of the subdivision, shopping center, etc.): Allen Canning Company
4. Complete address of the physical location of the facility if different from mailing address of applicant:
5900 Turkey Highway
City. Turkey State: North Carolina Zip: 28393
5. County where project is located: Sampson
6. Name and complete address of engineering or consulting firm (if applicable): MacConnell & Associates,
P.C., 909 Aviation Parkway, Suite 1400
City: Morrisville State: North Carolina Zip: 27560
Telephone number: (919 ) 467-1239 Facsimile number: ( 919 ) 319-6510
Email Address: wawmacassocAbellsouth.net
7. Name and affiliation of contact person who can answer questions about project: Bill Williams, P.E.,
Project Manager, MacConnell & Associates, P.C.
Email Address: [e-mail]
H. PERMIT INFORMATION: •
1. Project is: ❑ New; ❑ Modification; ® Renewal without modification
Note: Renewals without modifications should fill out sections I & 11 only, and sign the applicant's signature on the last
page of the application.
2. Fee submitted: $ 0.00 (non required) (See Instruction C.)
3. If this application is being submitted for renewal or modification to an existing permit, provide:
existing permit number W00004268and the issuance date November 2, 2001
4. Financial resources for this project include: ❑ public funds, ® private funds
5. Project disturbs more than one acre?: ❑ Yes; ® No.
If Yes, provide date when an erosion and sedimentation control plan was submitted to the Division of Land
Resources or local delegated program for approval:
FORM: SIA 11-05 Page 5

r-,
6. Project includes any stream or wetland impacts?: ❑ Yes; ® No.
If Yes, provide date when Nationwide 12 or 404 pemvt, and corresponding 401 certification, was approved
or submitted for approval: Submitted: Approved:
7. Provide buffers used to maintain compliance with any applicable river basin rules in 15A NCAC 2B .0200
(e.g., Neuse River basin buffer rules, etc.): N/A
8. If project is in a Coastal Area as defined per 15A NCAC 2H .0400, list the measures that are being taken to
ensure compliance with this rule:. N/A
III. INFORMATION ON WASTEWATER:
1. Please provide a brief description specifying the origin of the wastewater (school, subdivision, hospital,
municipality, shopping center, industry, apartments, condominiums, etc.):
2. Voltune of wastewater flow for this project: gallons per day
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)):
4. Nature of wastewater: ❑ 100% Domestic Waste (residential, commercial,, etc)
❑ 100% Industrial; ❑ 100% Animal Waste
❑ Municipal waste (town, city, etc)
If municipal, is there a Pretreatment Program in effect? ❑ Yes;, ❑ No.
IV. GENERAL PROJECT INFORMATION:
1. Brief project description:
2. System is: ❑ spray irrigation; ❑ drip irrigation*.
3. Does the project conform to all buffers as required in 15A NCAC 2H .0219(j)(5)? ❑ Yes; ❑ No.
*Please note that buffers for drip irrigation are those identified as "other surface disposal systems".
If No, please explain howthe proposed buffers will provide equal or better protection of the Waters of the
State with no increased potential for health concerns or nuisance conditions, or provide a buffer waiver in
accordance With current Division policy, available on the NDPU web site:
4. The treatment facilities and wetted areas must be secured to prevent unauthorized entry. Details or
notations of restricted access measures should be shown on submitted plans. Briefly describe the measures
being taken (15A NCAC 2H .0219(j)(7)):
5. a. 100-year flood elevation: feet mean sea level. Source:
(Complete even if project is not within the 100 year flood area)
b. Are any treatment units or wetted areas located within the 100-year flood plain?: ❑ Yes; ❑' No.
c. If Yes, briefly describe which units/areas and the measures being taken to protect against flooding.
6. Method to provide system reliability (see instruction P):
7. a. Type of disinfection:
b. If chlorine, specify detention time provided: minutes. Please indicate in what part of the
wastewater system chlorine contact time occurs (i.e. chlorine contact chamber):
c. If UV, provide manufacturer's details within application package and specify the number of
lamps
8. Measures taken to provide thirty (30) days of residuals holding (15A NCAC 2H .0219(j)(9)):
FORM: SIA 11-05 Page 6

V. DESIGN INFORMATION (For septic tanks & sand filters)
1. If applicable, provide the location of each design element in the specifications and/or engineering plans:
Treatment Units
(list each separately)
How
Many
Provided
•
Dimensions
L a W a H
(ft)
Volume
(Gallons)
Surface
Loading
Rate
(GPD/ft2)
Page Number
Plans & Specifications
Plans
in the
Specs
Septic Tanks
Must conform to
criteria in T15A 18A
.1952-.1954
Primary Sand Filters
Secondary Sand Filters
*NOTE: If a treatment system other than sand filters is to be used for secondary treatment, please submit a
separate page with specific details of sizing and treatment ability and provide manufacturer's documentation
for. support.
2. Have effluent filters been provided for septic tank? ❑ Yes D No.
DESIGN INFORMATION (For Earthen Impoundments)
1. Provide the number of earthen impoundments in the system:
2. Are any impoundments designed to receive adjacent surface runoff? ❑ Yes ❑ No
If Yes, please specify which impoundment: and the drainage area: ft
2.
3. Are impoundment(s) designed to include a discharge point (pipe, emergency spillway, etc)? ❑ Yes ❑ No
4. Provide the design measures proposed for impoundment liner protection from wind drive wave action:
5. Provide date when notification of intent to construct a dam was submitted to the Division of Land
Resources (15A NCAC 2K .0200):
Notification Submitted on:
❑ Permit Issued on: . ❑ Permit Unnecessary per the Division of Land Resources
FORM: SIA 11-05 Page 7

n
6. If applicable, provide the location of each design element in the specifications and/or engineering plans:
Design Element (Primary Impoundment)
Page Number
Plans
Specifications
Plans
in the
&
Secs
Purpose of Impoundment ❑ Treatment • Storage
Liner • Synthetic ❑ Clay ONone*
Proper installation and testing of liner
_
Inside Benn Surface Dimensions of Impoundment (LxWxH)
_ feet
Bottom Dimensions of Impoundment (LxWxH)
feet
Embankment side slope
•
Mean Seasonal High Water Table Depth
(depth below grade)**
feet
Finish grade elevation of impoundment
feet
•
Depth from bottom of impoundment to top of embankment
feet
Total Volume of Impoundment
ft3
Design Freeboard (2 feet minimum)
feet
Depth of minimum liquid level (top of treatment zone or
permanent liquid level))
feet
Depth of sludge storage area provided
feet
Effective treatment or storage volume provided***
ft3
Effective treatment or storage time provided
days
Design Influent BOD loading
Lbs BOD/acre/day
at average operating level
*NOTE: Please refer to 15A NCAC 2H .0219(f) for liner requirements.
**NOTE: The liner shall be protected from impacts of the seasonal high water table as necessary.
***NOTE: The Division requires that treatment volume not be considered part of storage volume. The storage
volume should be calculated between the top of the treatment zone/sludge zone, or permanent liquid level (as
indicated by outlet pipe) and maximum allowable liquid level in the impoundment.
DESIGN INFORMATION (For Mechanical Treatment Systems)
1. Type of mechanical treatment system (activated sludge, fixed film, suspended growth, etc):
FORM: SIA 11-05 Page 8

2. If applicable, provide the location of each design element in the specifications and/or engineering plans:
r,
Treatment Units
(list each separately)
How
Many
Provided
Dimensions
L x W x H (ft)
Volume
(Gallons)
Page Number
Plans
Specifications
Plans .
in the
&
Specs
Flow Equalization Basins
Pumps
Blowers
Capacity (GPM):
Type: Capacity (CFM) each: •
Grit Removal Chamber
Bar Screens
Spacing
0 Manually cleaned ❑Mechanically cleaned
Flow Splitter Boxes
Overflows to
equalization basin provided? 0 Yes ❑ No
Influent Flow Measuring Device
.Location:
Type:
Aeration Basins
Pumps
Blowers
Detention Time at design flow (hrs):
Sludge Retention Time (days):
Capacity (GPM):
Type: Capacity (CFM)each:
Clarifiers
Waste Sludge Pumps
Return Sludge Pumps
Capacity (GPM): '
Capacity (GPM):
Surface Loading Rate (GPD/ft):
Weir Length (ft):
Weir Loading Rate (GPD/ft):
Sludge Holding
Basins/Thickening
Pumps
Blowers
Holding Time (days):
% solids of Final Sludge
Capacity (GPM):
Type: Capacity (CFM)each:
Tertiary Filters
Media S ' ecifications
Loading Rate
(GPM/ft):
Clearwell
Pumps
Capacity (GPM):
Mudwell
Pumps
Capacity (GPM):
Chlorine Contact Basin
Pumps
Capacity (GPM):
Effluent Flow Measuring Device
Location:
Type:
Auxiliary Power Source
❑ Permanent ❑ Portable
Capable of powering all essential units? ❑ Yes 0 No
FORM: SIA 1 1 -05
Page 9

VI. DESIGN INFORMATION FOR IRRIGATION SYSTEM
1. If applicable, provide the location of each design element in the specifications and/or engineering plans:
Design Element
Page Number
Plans
Specifications
Plans
in the
&
Specs
Dimensions of Irrigation Pump Tank (LxWxH)
feet
Total Available Volume of Irrigation Pump Tank
gallons
Dosing Volume of Irrigation Pump Tank
gallons
Capacity of pumps
GPM
at TDH
High Water Alarms
Audible Alarm
Visual Alarm
Equipment to prevent irrigation during rain events if
irrigation controls are automatic
2. List any equipment (note sheet number of the plans or page number in the specifications) not specifically
mentioned above (pump hoist, odor control equipment, etc.):
3. Minimum depth to mean seasonal high water table within irrigation fields per Soil Scientist's Evaluation:
feet below ground surface.
4. Loading rates recommended by the Soil Scientist Evaluation:
Soil Area
Fields/Zones
within Soil Area
Loading Rate .
Inches/Hour.
Loading Rate
Inches/Year
Loading
Recommended
If Seasonal, list
appropriate months
❑ Annual
❑ Seasonal
❑ Annual -
❑ Seasonal
❑ Annual
❑ Seasonal
DAtmual
❑ Seasonal
DAnnual
❑ Seasonal
5. Design loading rates are equal or less than the loading rates recommended by Soil Scientist? ❑ Yes ❑ No
If No, explain:
6. Size of wetted irrigation area: square feet; or acres.
DRIP IRRIGATION SYSTEMS:
7. Provide the location of each design element in the specifications and/or engineering plans:
Design Element
Page Number in the Plans
Plans
& Specifications
Specs
Number of Emitters
Design Wetted Area of Emitters
ft2
Distance Between Drip Lines
feet
Distance Between Drip Emitters
feet
Flow per emitter
GPM
at:
psi
Elevation of Highest Emitter
feet
FORM: SIA 11-05
Page 10

SPRAY IRRIGATION SYSTEMS:
8. Number of operational zones within irrigation system:
9. Provide the location of each design element in the specifications and/or engineering plans. It may be
necessary to provide additional tables for separate irrigation zones and/or separate nozzle types within
zones if there are significant differences. Please see Instruction N and Instruction 0 to ensure all
information is provided as required.
Design Element
Page Number in the Plans
Plans
& Specifications
Specs
Zone
Number of Nozzles
Total Design Wetted Area of Nozzles
ft2
Flow per Nozzle
GPM
.
at:
psi
Elevation of Highest Nozzle
feet
FORM: SIA 11-05 Page 11

Professional Engineer's Certification:
I, William A. Williams, P.E., Project Manager, MacConnell & Associates, P.C., attest that this application for Allen
Canning Company has been reviewed by me and is accurate, complete and consistent with the information supplied
in the engineering plans, calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with this application
package and its instructions as well as all applicable regulations and statutes. Although certain portions of this
submittal package may have been developed by other professionals, inclusion of these materials under my signature
and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any
false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor
which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification (signing authority must be in compliance with 15A NCAC 2H .0206(b), see Instruction A):
I, •
(signing authority name and title).
attest that this application for Allen Canning Company (facility name) has been reviewed by me and is accurate and
complete to the best of my knowledge. I understand that any discharge of wastewater from this non -discharge
system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against -the Division of Water Quality should a
condition of this permit be violated. I also understand that if all required parts of this application package are not
completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B,
any person who knowingly makes any false statement, representation, or certification in any application package
shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up
to $25,000 per violation.
Signature: Date:
FORM: SIA 11-05 Page 12

Professional Engineer's Certification:
I, William A. Williams, P.E., Proiect Manager, MacConnell & Associates, P.C., attest that this application for Allen
Canning Company has been reviewed by me and is accurate, complete and consistent with the information supplied
in the engineering plans, calculations, and all other supporting documentation to the best of my knowledge_ I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with this application
package and its instructions as well as all applicable regulations and statutes. Although certain portions of this
submittal package may have been developed by other professionals, inclusion of these materials under my signature
and seal signifies that 1 have reviewed this material and have judged it to be consistent with the proposed design.
Note: In accordance with NC General Statutes I43-215.6A and 143-215.6R, any person who knowingly makes any
false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor
which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation_
North Carolina Professional Engineer's seal, signature, and
`0 11Nf
C
rs/� . i
SEAL
022943 •
•
44/PailltAt # 4--;7'
Applicant's Certification (signing authority must be in compliance with 15A NCAC 21i .0206(6), see Instruction A):
I, Les Carwell (signing authority name and title) attest that this application for Allen Canning Company (facility
name) has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate
- enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no
claim against the Division of Water Quality should a condition of this permit be violated. I also understand that if all
required parts of this application package are not completed and that if all required supporting information and
attachments are not included, this application package will be returned to me as incomplete. Note: In accordance
with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor which may
include a fine not to exceed S10,000 as well as civil penalties up to S25,000 per violation.
ay- _r
Signature: i�� (�td.4 : �� Date: .3 4;

Current Permit
MacConnell &Associates, P.C.
909 Aviation Parkway, Suite 1400
Morrisville, NC 27560
Phone: [phone].
Fax: [phone] •

03/10/2005 02:32 FAX
Nov E5 al 11:00a Los csrona1:
a•Ic
501-524-ue
rwut
e73I 13
I�t)t
P. 3
NORTH CAkOLINA
L'4V!RONNlf'1Y rill. MA.YAGEKSN'r COMMISSION
DEPARTMENT OF ENVL' ONMENT AND NATURAL RESOUR
• RALEIGB
SPRAY IRRIGATION SYST$M PERMIT
w n
In accordance with the provisions of Article 21 of Cbapior 143, Gataral Statutes of North
other appl[calitc La►e, Mee, and Regalalafoos
PERMISSION IS I ZRFBY °RANTED TO
Allen Canning Company
Sampson County
FORT E
construexion of a bow Irrigation pump station end additional spray irrigation fields, and
415,000 (3PD spray tription Immure and d {pawl fealthy consisting othyd oskve
epproximistely 2,900 linear feet of 12 arch 2[avlty surer, dual 100 square hat =tonne
GPM. influent pump ration with duplex pumps *ad high water derma, approximately 350;
tan ma k an approximate three acre (50 mfitivtrgallan) final seNing *pee with a spillsvajg.
treated svastewater swasss lagoon. a 3 MGD irriRation poop saattrot with three 1350 GPM
alarms se neeeeeary for. proper Operition. and approximeteiy 124 urea of rpm Uri
Iiarranda:grass add Peels gross, to serve Allan Canning Company, Tdrkey, Norm Carolina
of ws,Iw to the cargos water, pursuant to ?hs a pplipKion received Jesniori 9, 2001, and
project phtn, specifiostions, end ether supporting data subsequently fiicd end oppswed
En nranadueg red Naterai Resources and.couside tee apart of this permit
tide permit shall be effective from the :date of issuance until Uembaber 11, 2006;
WQ000426S issued September 6. 3000, end shallAse subject to the following specified gond
INN
•
.Inn as =Ended, and
L PIt1ORMANCt STAND4
I. Upon complexion of ,;Qaatrection earl prior to'cperttion of the new portions of
certification must be received from it profbsional engineer certifying that the
been Installed in eenardace with the permit the approved plens end spices
nuaerials. The certification wilt also serve to •sknewhedge that the rse+t
designed and frustrated in accordance wltir all local, state and fetal regn
practices. If this pry ea is to bra completed in as sad certi
re, ooslbflity to trail er
coati Cate of corn teti • n c$ he sonars prate has been eons,eted. Mai
Dar tugs Permitting tiler, ivisiod• of tVlmu Quality, 1617 Mali Service
1617.
tinned operation of a
solid %co ma happen
.settling basins, 550
feet Rgab.c
overflow to s 27 state
pi artd 610013U1S and
planted In Coastal
My, with ace disoltiexte
conformity avid) do
list Department -of
1 yoid pameti1)la.
and timberless:
permitted facility, a
irrigurtan slrsteste has
and other supporting
pump station has heel
and sound ettg
ts shall
DWI
errlficalion.to that
, Raleigh, NC 27699-

mane
"Y` t13/1uizuva az: err` "r`aa"""'
Neu ks 01 • 11 : OOa tea Carsruol i
r
2. The Fayetteville Regional Office, talk -Phone number (9l0) 486-1541, shall be ao
(43) hours is advance of operat1on of the installed facilities so that an in -place
Such notification to the regional copes:ieor shall be mad& during the normal o
until S:00 pee. on Monday through Friday. excluding State Holidaya-
3. Thu spray irrigation facilities ;ball ba effectively maintained and operated at all
discharge to the surface waters, non. any contamination of grouted waters
unsatisfactory for normal usc. Tn the event that the facilities fail to psrfor is
creation of nuisance conditions or fenncia of the irrigation area to adequately
Permittee shall take humiliate corrective actions including those Redos►s that
Division of Water Quality (Division), such as the commotion of mddtiounl or
treatment and disposal faciiidas.
4. The issuance of dale permit aball not manna the Pennines of die responsibility f•_
groandwaters resulting from the opetit= of this Minty.
S. The residuals pummel, Sum those tstmtment faatllees , trust be disposed
Statute 143-215.1 and in a manner appaoved by the Division.
6. Diversion or bnassingail* untreated wastewater grown the treatment facilities b' • Mitsd.
7. The following buff -as shell be maintained:
a) 400 feet bet*sstt wsthld arse sad any residence Or places of public
b) 150 fiatbdween tletad area sad property liens,
s) 100 feet between .vetted area and Welles
d) 1(10 feat 9stwept warned -arcs sad ssainegeways or since water bodice:
s) S0 feat women wetted area and prbllo right of ways,
t) 100 fedbetwecu ttaabawater treMnietst malts and wells. and
g) so feet between wasamener treatment nil end property lives
Some of the buffers cpealfed above •may not haver been iaaludet1 in previou
treatment sad disposal system. Those buffers ate not intended to prohibit or
ere required by the Ditisioo. to inspire pertbrmamx.ofthe tainting Vestment
however, apply to asud!Soedons of he trannises and disposal thoftries watch
inerewinrg the flow dial k albtetary. to the facility. These bogies do am
modification of the spray iirigsdoft areas and apply le instances in which the salei
any of the braffees now complied whit, tor the treatment and disposal fool. •
applicant is advised that eery modifications to the •*i•tieg facilities will require a
8. • The spray irrigation alters sltaJ be Id*Uitled as follows:
Acr -
A 38 acres Existing
H-+C ‹:...11.48)acres : New
D (i 113)tcrn New
Total: 72.72 acre:
ed at least fbrry-eight
pection can be made.
hours from 8:00 a m_
as so that thane is no
cb wfl render them
orily, iaolttdbtg the
the wastowanN the
be required the
Incemene nw$awersr
wn'th General
•
tits Sir this ersatz
tmodifications, which
ty. These buffers do,
tb' tits purpose of
to any mtpannlon of
f property would cause
to be violated. The
it modi5eatiodn.

JJVL00070J
03/10/200S 02:32 FAX
mew Ur 60. l aOa
t.aa Cerseaal:
Net
7vt -Oda-tee
PAGE 05/13
%ft
IL OPERATION An M.4LvTENAYCE P
1, Mc facslities shall be prop ri' main*
2. Upon c1alliticatiort n' the faciltry,
Coremihz.ten (WPCSCCC), the Pwr
be in responsible. chary (ORCO of
of the tops and grade at teats equr
=aunent facilities by the WPCSoC�
appropriate type mad grade to comp]
6oeility muss visit sash Class 1 fecal
excluding weekends And holidays.
maime:sance of :be facility and toast
fertility is classified, the Perreinee
responslitcharge within thirty days
3. A suitable year round vegetative Doe
4.. Irtigatioa shall not be performed dur
cease runoff.
.
S. Aids uate measures shall be mica to
6. The facilities shall be effectively
discharge of any wastewater reenittn.
e ; j :eg7. For fields
eed
. Fo fields
loading o
exceed
F
ed
rhos per
�CYEi>±.mniTS
tined tall operated et *0 demon.
by the Water Pollution Control Systt
ittee shall employ 'a certified wastewater
wasteware, treatment Fsaliria_ The o
lent ro or greater than the etaesificatlon
• The Parttime moat also employ a eettifi;-':
y with :hacoadItiotls Or 15A NCAC VI; .�
`' at least weckbr and each Class I3,111, an : i-
and must property manage and dccurn
:empty ,e,t, all other conditions of :SA
nit submit a letter to tbe WPCSQCC that
the wastewater treatment facilities are
of Costa! Bermuda grass shall be
Inclement weather. or when the ground
11.
vent wastewater runoff ff'orn the spray lit
Ordained end operated as a non -di
Own the opened= of this fbcillty.
4^•_". ioei�e�ever
mches,per hoar.
1ve(12
tam • u• licadon
iL .. • actsva
MO
the .,,Marlon rare shall
an h*
the epplteation rasa shop
period at an iactanauseo
Operators Certiftcadon
enr plant operator to
.:gust hold a certificers
smai to the wastewater
hack -up operator tf
201 The OkC of the
V 1"pclliiy et teen daffy,
1 daily aperadoe and
C BG .02.02. Once the
slgnates the operator In
A complete.
in w condition that will
System to pssavent the
exceed a cumulative
application rate not to
exceed a craaulttive
spplleatto>s rate oat to
v .•• t, s.. ., . :, , - -.,r
. I.• - - • .1•!
4"
For site application rate shall
nitrogenAN) (bring the euiv8 Brat
t • t available nitroen2,D
Out, 0 PA Ural the WIN* *$111:41 L .VI ..
11: No typo of wastewater other then th
sprayed onto the Irrigation area.
12. Na tratfse cr ■quipenant shall be allc
normal maintenance is being perforru
I:. - public access to.thc land application
Include the posting of signs showing t
14.
in tint settling !egoon and
not exceed a ctialulatIve loading of 250
lea Desaen of r^es cue grass Olt; a cornula
aFtiv. pwint<seascn • Co • •° .1, .
0 actIvlrles being conducted at each site. ,
rnae agoon shall nos ba !au
two fret
s and S0 pounds of
ads od: p ble
loading
ode
Van
front Alien Canning Company, Turkey,; urth Cnroiina shall be
reel on the disposal area except white 1, . Nation occurs oe while
ilea shall he controlled during active site: Such controls may
any um..

.+... �v. 4o4P1010Vim. iN JJV G000701..
VOI .LV• •VVO V••4• llift
1IL MONITORING AND RIPORTING ' .:. MOMENTS
1--
At irwnitra:ng (including ground
the Division m in'ure surface and
rrporrine schedule shell be followed.
r . -- 1 VS
ter. surmce waters foil Cr plant tissue
mat wafer protection will be a stabllsbed
2_ Adequate records shall be maintained by the Permictec tracking the amount of
records shall include, but ore not nuaoutetihr limited to. the following informal
3.
date or -irrigation,
volume of wastewater initiated. •
field Irrigated,
length oftime flelei is it gated,
acntiuugw weekly, monthly, and yLwwr•w•date hydraulic (ivahestaaro) lordin
weather conditions, and
ma[ntenerue of cover crops.
Influent flow shall bst.condnuousiy Monitored and der1y flow values shell be nee
The Purtninee shall Install an eppropelate now monaurnment dcvictconsistent
am! scientific prattle= to ensure the accuracy and re(iabnim of miluem
measurement devices selected 1 be . with a at
10 percent from true flow 'nippn %Lortee Deo Mk
tint the aaaurtcy of the measurenmad le avnsiatens will; mix aaccpted Gopabr
Records of flow measurement device calibration shall be kepi ea tihi by the
lout deer years. At a miNmman, data to be included in this documentation shall
• a. Dane of flow measurement device •.alibretiort
b. Name of poses performing calibration
c. Percent fiats• true flow
Plans end specification !br the flow measuring device stein be prepared by
Engineer and submitted to the appropriate regional office 30 days prior to
measuring device shall be installed within 1 year of the date of t his permit
4. : 'li aft from the suyieet t�efttal atoll arc monitored by the Permitt.s at
orthe following parme
Flow MGD
Tsui Kendall Nitrogen ( KN)
Nitrate•Nitrvae,
Phosphorous
Arsenic
Cadmium
Calcium
Chromium
Ammonia Nitrogen
tu-
PAN by Calouktion
Lead
Magnesium
Mczcwy
Nickel
Sodium
Zinc
% 5oWds
pH
ALL _ 9,41 cp 6"r
r
r'FiVG VD/ 1J
-4 o
deuced necessary by
au acceptable sampling
tcwater disposed_ These
for each Acid,
Perm NDIeit.
approved engineering
mom, Flow
deviation of less then
d maintained to *tame
of that typo of device.
htce far it period of at
•
licensed Professional
nation. The flow
prior to irrigation

Oa/ ZD/ 4.3b'Lbt71:31i10
03/10/1000 02:32 FAX
brNt
J .it b//1d
5. Three (3) copies of all operation an
end three ;3) copies of all effluent
NDMR-1 shall be submitted on or
aubtnined to the following
NC Divlsion of Water Qu
Water Quality Seen
Non -Discharge Complfa tc
1617 Mail Service Gen
Rakish, North Carolfne27'
6. A yeljaPaoils amalys
field d the results maintained tel -
F m+ Analysis shall include, but t
Avidity
Calcium
Capper
1Visgneittire
Cation Exchange Capacity
L • NanconsMot & dor
The Permute, shalt mom by to 1cphon
13 as soon ei possible, tint In no c
occurrimea afire/ knowledge of** o0
a.
Any occurrence at the wastcvatea
amounts of wales .which are aba
meant* of a sludgts crtgestve, tba to
or any other unusual
h. Any prates unit f thine, dw ee
adequate wesoewsner iresr=eut s
compressors, eta.
disposal records (ss specified in condition: 1 2) on Form NDAR1
Monitoring data (Its specified in condition 3 astd III 4) on Form
efors the last day of the following month, , ; inforrmatioa shall be
c. Any failure of a pumping station
rtecttivittg waters without treatment i
d. Any time that gaff-,rianitvtinf lariat
its permit limitations.
reporting latch occurrences by 1
following first lmowkdae of
sad to be saki to ensure that tits D
It)?
ern Urnit
1617
Water Quality S :':- isor
Division of W b ! ' . ity
Peyetnwiile Reglo O ce
225 Green Street, 714
Fayetteville, NC 01
(Standard Soil li ert:7ay Analysis) .ball be
by the Perrainea for a minimum of five
net:asssriily limited to, dm following
Mangunete
Perceen MratisMatter
pN
odium Pareonesge
Base $(by ail u!adan)
to the Fayettev' 'oriel Office, col
s more 4 ho on the n
aivace ofany t-fvRtwvhng:
treatment feellity which tufts is t$e
bt iwn pampa quantity a1 of hazaslouc or chalacteriadc, t
a or unknown reerow, thar: render, tb41
as meohanleal or electrical f*ihnale
troves line, or traatm ct fsd1ty vaulting
rf all or any pardon of the influent to such a
on indicates that the facility has gone
eiephenc shall
the occurrence,
bbletn daps tt
file a Whiten report in
is report mast outline!
incur.
bed
the S • .. Soil
ahaf - ■It
of signifios=
the dimples of tie
Waugh the Itscilltis
cilfty incapable of
primps, aerator%
by-pass direWy to
n orfba311ty,
P>�' eOmpllsuce wt'ffi
data within tivc
actions taken or

LJI Lt7t7b i07: 1s 3Jb•L'J• ti i t$10
0$/1Oi2,JOj; 02111, Faa •
PY.
L1
G1 OUNDWATER REQt1REMINTs
t _ W i��rizlJnn PO days �f� emit use cox, one additional monitor well (three 0
ercisdng spray areal and one avant iht a llthologic studies In support of this
monitor groundwater quality. The well ;hell be conmuctcd such that the warns
above or below the screened (open) portion of the well at any time during the
and Warne for the well is marital on Attachment A as MW-4. The monitoring
review boundary, constructed fn .accordance with this permit, and approved by
Office.
'list well must be constructed by a Noah Carolina Certified Weil Contractor,
property lance according to Generdl Swentc ly 94.4(DX2). ff cannonaded
- Certified well Contractor, the progeny owner or lessee mast physically
construction activhies sad the welter) mast meet the North Carolina Well Co
NCAC 2C A100),
Water Level
'Mal organic Clubon
1H
Chloridic
(MW-3 an
Chemical Oxygen Demand (COD)
ice[ Pi►solved Solids (TOS)
h brace
Sulfite
The measurement of water levels EWA be made prior to sampling for the remain
to water in each well shall be measured from the surveyed point an the top of the
The measuring points; (top of well easing) of all monitoring wells shill be
elevation of the measuring point Per mini Monitoring welt.
: f TOC��, an peter t an 16 • • lE '• -N•�....;u1n :•;... t: •Fr1 ,
to
A[i analysis must .'..,. .. .r •1.•' in.;'*'r
. tr$tioll• if the TOC coacerstrigion as measured in the background sn • •
this concentration will betoken to reppesett the aatgratly mewing TOO
c(thie nstur•lly occurring TOC concetneetiort in the dowig/adient wells shall bd
sampling and analysis u described alcove.
multi air she .ampllsag and a.l.iraie. meat be received OR Porn GW49
1ldeb ltorlog: Compliance Report lima) by flu
Ve sampling
has using the most recent GW-S9 farm
• the laboratory analyse. The honied fortes ty►n b* downloaded using
webaitat bttptl/gw, harm oe.us/.
5. For the initial rumpling of the weirs Mw.3 and MW-4. rhepenalmee shall au
Form (Wall Compiatlan Form) with ►he Corttpliaacc Monitoring Fenn (OW-59)
listed above. ]nitsal Compliance MO timing Ross that do not include copies
• returned to -the perminco without being processed. Failure to submit these faros:
may result in the initiation of eaforcestaataetivitiat pursuant to NC Omani S
PAGE 008//13
y exiati two from dip
lc) shall be Installed to'
pal in the well Is never
. The gotta tion
1 shell be located the
• Fayetteville Regional
property owner, or the
not preformed by a
tea the actual well
lion Standards (15A
parameters. The depth
� tg
to provide the relative
difionai
cornprtttg$ this TOC
well exceeds 10 mg/i,
en. At:yereeedinees
Jett to the additional
req r--Ike
b attached seen of
e miaowing Internet
kacopyofthe OW- 1
or each well to address'
the OW-1 Perm will be
required by this penult
143-215.6

I�
03 10/!60t+.Dl[i t PAIL
Y V. J V' , 1 J.
.... 1 ..._ . ....
1 1'TJl VJf 1J
g Oi
_h
o• Any laboratory 'selected to analyze
parameters.
eters ;rust cerctled by the be Division a
7. •Am, additional groundwater quality imitating_ es deemed necessary by the Div`
8. The COMPLIANCE BOUNDARY fQ r the disposal system is specified by zugu
Groundwater daishications and Standards. The Campliastco 13onrlaury
con acted prior to Dsoembsr 31, i+R83 is established at either (1) 2S0 feet
or (2) at the property boundary, whichever is closest to a waste disposal
Groundwater Quality Standards a or buyuarl the Compliance Soundacy
retr.editttion action in addition to the penalty prnvieleata applicable . and
215.6A(a)(1).
9. In accordance with 15A NCAC 2L, a • EvUiw BOUNDARY is established ear
: • midway between the Compliance Bcwn ay sad the Perimeter of the waste d-
ofstandards srriteReview Boundary *hall meelri rentediadfen Mien on the part
10.. Alt wells that are constructed for she ptaposes of Foundwater monitoring
accordotbee with 1-SA NCAC 2C .0101 (Standards rds of Construction for Wells Oth
any outer stem taut easel laws and resoled:ins pertaining to well construction_
11.
The Fayetteville Regional Office, telelphooe number910.486-1541,
hour* a t Dr ia�r mankodlilLICAULAIR an
mDo ng tws oCatio4. Such semen b the regional groundwater
the normal tulles hours from g0 a.m. tantil 5:00 p.m. on Monday thrones:
holidays.
-12 • WjtJn ttl drsa of eea�iedes _of all embed wells the pasmittee
copies of a scaled topographic map scale no greater • 11 t"7.100') signed and
engineer or estate licensed lead newer ,ur that Indicates all of the (Mowing inf
a, the tocation and identity afeaeh monitoring well.
b. • the location of the wtaste disposal iytlfos:m.
a. the location of all ptopertybodnda►ftes.
d. the latitude and longitude of the entabllshed horizontal control moaumcnt,
e. the relative elevation of temp of thawed! raying (which shell be known as
And
L the depth of water below the measuring point at tba time the measuring point
The survey shall bn conducted wing approved practices outlined in North Corolla
Chapter 39C and the North Carolina aLdmirsteu ttivo Code Title 21, Chepter 36.
establish a keelsons, control momnte'tt on the property arise masts disposal
ineilnda stud longitude of this hoefmnt al eontol monument ant to stlanrizasstil
feet. All other features listed in a_ through e. above shall be surveyed relative to th
monument. The positional accuracy o'features listed in a. through a above shell
nor to exceed as error of closure of I ftior pc t (1,000 tbrr otperfrnetor of the
by the radial :flatbed will be located from a minimum of two points. Horizontal
be installed in such a mdrnne! and nude DPsucb mat cis that the monument will
activities that may take place on the property. The map shall also be surveyed
Datum of 1933 r aerdlnute system aid shall indicant the datum on the map. All
be based on either the true or NAD 83 grid meridian. if Is Global.Pasitloning S
determine the latitude and hsngitlide 'Ott horizontal control monument. a (3PS re
capability to perform differential GPS thali be used and all data collected by the G
differentially corrected.
Water Quality for thou
shall bo provided.
ins is ] SA NCAC 2I.,
be disposal system
waste dIspossl watt.
AA *accedence of
subject to immediate
General Statute 143-
the disposal *awns
area. Anyexceedatce
the pezmittee.
be constructed in
Water Supply) wad
• Ntw-!b
anmbaritts>��
shall be wade dating
, excludIng Late
submit ewe edible!
by a prefessiocal
•
enuring 1oin:*}i
Malted.
mad Statutes
surveyor shall
end downing the
horizontal Gimbel .
ve a raft of ?melees
Any features loomed
I monument shall
be desa eyed doe to
the North American
or azimuths shall
WC PS) is used to
Pm that has the
receiver will be

03/10/2005 02:SIZ FAX
..
.1VV v/ .• a,a..0 4
.-O= t.0/ �LLC.L JL/a JGT—NVV
The maps and say supporting documentation shell be sent to the N.C. Division
Groundwater Scct:on. Permits and Cppliazce Unit, 1636 Mail Service Center,
• I636.
15: Upon completion of all well oorweredction .ativklea, a ocmfloation nsua 6.
engineer certifying that the monitoring wells are located end constructed in
Construction Standards (15A NCAC 2C) and diia permit. This certification
copies of the Well Completion Form (GW-1) for eachwelL Mall this corttfi
• • 1 forms to the Groundwater Section* Pehmi= and Compiielace Unit, 1636 Mai
N.C. 27699-1636.
110'� ,t41 NQ v 4pc'}`e�ation of water.aactivft es shall be undertaken on field C whets the
4 d rib leas than three 0) feet below land stir cs. of the
cantor wells ace a ate or
Volt within a to vviuttwater.
V. ilHSPZCTIONS
1. Adequate inspection. maintenance. end Gleaning gall be provided by the
operation of the subject facilities.
2. • The Pennine* or ha designee shall Inspect *a wastewater treatment hate-
malfitactions and dctorlorstioa, operator errors and dtsahaies which may
moist to the environment, a *met tv human health, or a m aanco.
tludin the d.te •Mel -aa.
- - sit
as+ra, oe ee
mabntai the Pcroa s r s period of
avail able upon request el tree Dlvtdoa•cr otherperuutong aathorttyy.
3. My duly authorized ofPiest. employee, or represents** of the Division
credentials, Batter and inspect arty property, promise* or plane an or misted m tb
any reasonable time for the purpose of tat n infng compEae.wib this
records that must be maintained under die tams tend eeedltions of this permit;,
gr, nadOister, =facee ate, or lesebese.
VLGISERAL CONDITIONS
1. This permit sfinff become voidable amass the facilities are cenatructed in ace
this permit, the approved plans and spesi$ootIons, and other supporting data.
2. This permit is effective only with respect to the natant and volume of wastes
and other supporting data. -
3. This permit is not transferable. In tt0 event thews is a desire fbc ties e11Mes to
lea num. change of the Pennines, t !brutal permit request roust be submitted to.
by an application fcc. documentation from the perms Involved, and ester sa
appropriate. The approval of this request will be considered on its merits:
approved.
4. Failure to abide by the conditions limltsidoas eontoiaad in this pG1mtt may
enforcement action by*. Division i accordance with North Carolina General
215.6C.
a
f
nwr Quality.
ei0h, N.C. 27699-
ved front a protons'rc¢.1
dance with the Well
oula be submitted with
end the associated OW-
ervien Center, Raleigh,
nal high water table
able means=
to insure proper
fatuities to prevent
lead to the Minn of
mid mall by made
upoe, preeeoemlaa of
lsposal she or fioillty at
�pe�Q� any
may a1 tsin samples of
ce with the conditions of
bed In the application
gc ownership, or there
• Division accotnpanied
g materials as may be
may or may. not by
bjeot the Pennines to all
a 143-215.6A to 143.

vVVLIJVV Jvu
_, _ 0a/10/$Q5.. 02: 32 FAX
riot 11/la
FOP L.
S. The Waimea edits permit does not
rsgtlations, or ordtt encc.. which ma
which base jurisdiction, including b
erosion and scdlmcatatton control
PernitNCG0100000. and any :sou
.0500.
b.
listakapproved pleas and speclfi
life of the project.
7. The Dual adminlsterlrg nand coercp1iance fec must be paid by the Permitsm w
bei m billed by the Division. Failure ply the fee accordingly m!y cause the
revoke this permit as specified by 15 NCAC 2H .0205 .(CX4).
acne the Pernittee from camplyina with
be imposed by other ge vernment asencle4
not limited to applicable river huiitxruf
uircments to 15A NCAC Ch. 4 and en
ncuta remaining m wacbinds under 1SA.
S.
Permit armed
at lean .:
ons for the su • "act project must
Upoe - - . o • request,
mad if warranted, will c tend the
wit may deem appropriate.
au iv' day afNiovcmber, 200 I
NOA OL. A � •: j •
.CeT.doeyi. Thorpe, Ph.D.. kiting Ditlett3r
Mahlon of Wider Qua11W
By Authority of the Bzwironm.mtal .nt commission
Molt Slumber WQ0014268
will review rho adequacy of Pot
or swab p•idod of tams and ceder suck
MANAGEMENT COM1V1SSION
9
and all statutes. rules,
local, state. and mil)
ISA NCAC 2.13 .03Q0,
die Division' a General
CAC 2M1.0200 ai►d 211
' chitty
him to
Wow find fin3itahoas

l _ — 03/10/1005v02:32J FAX
4 -
bMt
.11
PAGE 12/13
IP
�l—
permit No. WQ00042d8
• November 2, 211t)t
nnonistais CtarnrzcAmor4
rim IRR C*TIoN SYSrli.=
�_Pardal Final
as a duly registered Pb!Essionel Errgi
Carolina; hay his bccn authorized to ohm-4m (padeditally, weekly, &II time) the construed
in the Stab of Nato
of the projsrt,
Project Kona Location and
farts Pcmtittee hereby state that, to the beat o! my abilities, due Care and diltpee was <' la the ubservatton of the
poserrogifeer ouch that tite canstracdoa was ehae,ved to be bunt within eabsbuntial comp]iaa) and intent of this yenta.
the spptdved plans ind specifications, an4 other supporting waterfall. .
Sitmattue - atreson
Dee
Macarizana'si cos rreic. ?tort
iftpaIGATION TOW STATION
Partin! Final
>~ , as a duly registered Professional Engin - to the State afNa*
Catalina; having been autbotiz+d to dasisa sod ubsene (periodically. wedcly, ffiII time) the'. ; .,'stxtasian of the project:
Project None
for the Permitter hereby state that, to the bast of
abaavatio of the ooe stsuctiou such that the con
intent offish permit, the approved plans nerd
Sigh
1 •
natation and
my abilities, due care and diligence was u
aassctien was observed to be built within s
siMadau, and other supporting maracial&
Registration No.
10 •
in the design and elan
cmnpliame and