820183_CORRESPONDENCE_20171231

NUH I H UAHULiNA
Department of Environmental Qual

Water Resources
ENVIRONMENTAL QUALITY
Coharie Farms
Coharie C-10
300 Westover Road
Clinton, NC 28328
Dear Coharie Farms:
RECEIVED
DEQIDWR
AUG 31 2016
WQROS
FAYETTEVILLE REGIONAL OFFICE
August 29, 2016
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS820183
Coharie C-10
Animal Waste Management System
Sampson County
The Division of Water Resources (Division) received your sludge survey information on July 18,
2016. With the survey results, you requested an extension of the sludge survey requirement for
Lagoons] and 2 at this facility. Due to the amount of treatment volume available, the Division
agrees that a sludge survey is not needed until 2018. for Lagoon 1 and 2019 for Lagoon 2.
The next sludge survey for the Lagoon # 1 at this facility should be performed before December
31, 2018, and for the Lagoon # 2 at this facility should be performed before December 31,
2019.
Please call me at [phone] if you have any questions.
Sincerely,
J. R. Joshi
Animal Feeding Operations Program
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS820183
State of North Carolina I Environmental Quality I Water Resources
1636 Mail service Ccntcr I Raleigh, North Carolina 27699-1636
919 807 6464

- SEP 1 7 2015-
CCDENR
North Carolina Department of Environment and Natural Resources
FAYETTEVILLE REGIONAL OFFIt,r
Pat McCrory
Governor
Coharie Farms
Coharie C-10
300 Westover Road
Clinton, NC 28328
Dear Coharie Farms:
Donald R. van der Vaart
Secretary
September 15, 2015
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS820183
Coharie C-10
Animal Waste Management System
Sampson County
The Division of Water Resources (Division) received your sludge survey information on June
19, 2015. With the survey results, you requested an extension of the sludge survey requirement
for Lagoon #3 at this facility. Due to the amount of treatment volume available, the Division
agrees that a sludge survey is not needed until 2019.
The next sludge survey for the Lagoon # 3 at this facility should be performed before December
31, 2019.
Please call me at [phone] if you have any questions.
Sincerely,
J.R. Joshi
Animal Feeding Operations Program
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Pen -nit File AWS820183
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone] Internet: http:llwww.ncwater.org
An Equal Opportunity 1 Affirmative Action Employer— Made in part by recycled paper

A 9
WASTE UTILIZATION PLAN
Coharie Hog Farm
Wednesday, October 16, 2013
Producer: Anne Faircloth
Farm Name: Lafayette Farms L-10 82-183
PO Box 1391
Clinton,NC 283291391
Telephone # : [phone]
Type of Operation : Feeder to Finish Swine
Number of Animals : 3047 hogs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan, Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis report
from your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission,
Page 1 of 9

I 1 i
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
3047 hogs X 1.9 torts waste/gags/year = 5789.3 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
3047 hogs X 1.7 Ibs PAN/hogs/year = 5179.9 PAN/year
Applying the above amount of waste is a big job.
You should plan time and have appropriate
equipment to apply the waste in a timely manner,
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application,
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP
YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE
N/ACRE NIACRE USED TIME
3787 * 4
;NORFOLK 0-2% - i C
115111,55 01 29.27
3265.07i MAR-JUN
3787 * 4
INORFOLK 0-2% --- - - - - ! - W -_.
i- - 60L 125.4i - —01 29.27
3670.461 SEP-APR
1 3787 I* 4
INORFOLK 0-2% SB
351 136,851 29.27
4005.61APR-SEP 15
3787
4
NORFOLK 0-2%
--01
50i 01 29.27
1463.5 SEP-ARP_
_..I� . -_-
r 3787 !• 4.1
-- - ---I'..WA-..L_._...
IWAGRAM 0-6% C
- -1!_-- - --
74 70.3I 0! 8.48
_
596.144i MAR-JUN
3787 I• 4.1 IWAGRAM
0-6% W
- 39 91.26 0 8.48
773.885 5EP-APR
3787-�'- 4.1/° AGRAM 0-6 SB
1
23 90.161 0! 8.48
764.557�APR -SEP 15
R
-!w
3IWAGRAM 0-6 /°
787 4.1 WA
" °
- ._.. -f
1 50 01 8.48
4241. SEP-ARP
TOTALS: 7481.61
Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone
Management Act will require farmers in
some eastern counties of NC to have a nutrient management
plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2of9

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP UNITS
LBS NIUNIT
ic_ _ CORN BUSHELS
1.25
SB
OYBEANS BUSHELS
�i' _ _
W� WHEAT -- -- 1 BUSHELS
_4 _
2.4
'WA 'WINTER ANNUALS- — -- AC
100
Page 3 of 9

TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW
N USED
TABLE i -- --- - 37.75r_
7,482-:
TOTALS: 37.751
7,482 .
AMOUNT OF N PRODUCED:
5,180
'"" BALANCE
.2,302
"' This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in
the fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 1127,39 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.58 feet of the top of the dike,
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts
APPLICATION
APPLICATION
TRACT
FIELD
SOIL TYPE
CROP
RATE (in/hr)
AMT (inches)
-
3787
- --- -----
-4.1
WAGRAM 0-6%
WA
0.60
'1
(3787
•a. i
WAGRAM 0 6%
W
0.60-
--
3787
- -
•a.i
—
WAGRAM 0.6%
SB
0.60
"1
787
•4.1
WAGRA- 0-6%
C
0.60
ri87
—a
NORFOLK 0-2%
WA
0.50--
NORFOLK 0-A."
—
-- W
— ---
0.50
i
'1
3787 �—
-- '4 —
NORFOLK 0-2%
SB
0.50
'1
3787 ---
--- �a — - -
NORFOLK 0-2% ' -'
- --C -
0.50 -
- .1
This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4 of 9

1 1
NAME OF FARM: Lafayette Farms L-10 82-183
OWNER 1 MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event, I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Anne Faircloth
SIGNATURE: DATE: /� _ /-
NAME OF MANAGER (if di ent from owner):
SIGNATURE:
please print
DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
910) 385-1000
SIGNATURE: DATE: _„1 d_ %� -13
Page 9 of 9

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GirtisBarwick
April 17, 2012
Page 2 of 2
Sludge Survey Extension Requests BARWIfCK AG SERVICES LLC Curtis G Barwick
Facility #
Owner
Farm Name
County
Rc ion
Lap oon ID
Approved
Until
9-78
Oscar Autry
Oscar Autry Farm
Bladen
FRO
2
12/31/2014
9-134
Tommy Melvin
Melvin Nursery 91
Bladen
FRO
1
12/31/2014
9-190
Tommy Melvin
Melvin Nursery #3
Bladen
FRO
1
12/31/2014
25-29
Douglas Cowan
Dou las Cowan Farms
Craven
WaRO
1
12/31/2012*
31-146
Jerry Simpson
Ganders Fork
Du lin
WiRO
BP2 (small)
12/31/2014
31-162
Charles Edwards, Jr
Glade Ride
Du lin
WiRO
Big
12/31/2012*
40-27
LL Murphrey Co
David Murphrey Farm
Greene
WaRO
1
12/31/2012"
51-07
Donald Byrd
Donald Byrd Farm
Johnston
RRO
Finishing
12/31/2012*
51-46
Whitley Stephenson
Sprina Meadow Farm
Sand Rid a Pork
Johnston
RRO
2
12/31/2012*
54-14
Kenneth Rouse
Kenneth Rouse Farrm #3
Lenoir
WaRO
1
12/31/2014
54-127
Kenneth Rouse
Kenneth Rouse Farrm #2
Lenoir
WaRO
1
12/31/2014
82-183•
Coharie Hog Farm
Lafayette Farms C-10
Sampson
FRO
1
12/31/2014
82-183
Coharie Hog Farm
Lafayette Farms C-10
Sam son
FRO
2
12/31/2014
82-229
Nelson Porter
P & J Farms
Sampson
FRO
1
12/31/2014
82-229
Nelson Porter
P & J Farms
Sampson
FRO
2
12/31/2014
82-232
Ernest Smith Farms Inc
Garland Sow Farm
Sam son
FRO
Secondary
12/31/2014
82-234
Allen Cannady
Allen Cannady Farm #2
Sampson
FRO
1
12/31/2014
82-275
Jerry Harrell
Double J Hog Farm
Sampson
FRO
2
12/31/2014
82-307
Stacy Moore
The Hanover Farm
Sampson
FRO
I (large)
12/31/2014
82-356
SDC Leasing/S. Carroll
Savannah Hill Farms
Sampson
FRO
1
12/31/2014
82-403
Howard Bros Farms LLC
D & K Farm
Sampson
FRO
1
12/31/2014
82-474
3 W Farms
3 W Farms
Sampson
FRO
A
12/31/2014
82-499
Sheral Daniels
Sheral Daniels Farm
Sam son
FRO
Prima
12/31/2014
82-499
Sheral Daniels
Sheral Daniels Farm
Sam son
FRO
secondar lar e
12/31/2014
82-499
Sheral Daniels
Sheral Daniels Farm
Sampson
FRO
secondary small
12/31/2014
82-563
Steve Howard
Stephen Howard Farm
Sampson
FRO
Nursery
12131 /2014
82-576
J & W Swine Co Inc
J & W Swine Co Inc
Sam son
FRO
2
12/31/2012*
82-576
J & W Swine Co Inc
J & W Swine Co Inc
Sampson
FRO
7
12/31/2014
82-622
Keith Tew
K & T Farms
Sampson
FRO
1
12/31/2012*
82-697
Todd Daniels
Windy Creek Farms
Sampson
FRO
1
12/31/2014
96-02
Jamie Roesch
J & T Finishing
Wayne
WaRO
3
12/31/2014
96-02
Jamie Roesch
J & T Finishing
Wayne
WaRO
4
12/31/2014
* Due to the amount of treatment volume available, and the rate of sludge accumulation, DWQ feels
that an extension is not appropriate for these lagoons.

NCQENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
January 4, 2011
Anne Bryan Faircloth
Lafayette Farms, LLC L-10
P.O. Boy: 1391
Clinton, NC 28329
Dear Anne Bryan Faircloth:
Natural Resources
Dee Freeman
Secretary
RECEIVED
JAN 0 T 2011
DENR—FAYETTEVILLE REGIONAL OFFICE
Subject: Certificate of Coverage No. AWS820183
Lafayette Farms, LLC L-10
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your request for a change in operation type without changing the permitted steady'
state live weight, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Anne
Bryan Faircloth, authorizing the operation of the subject animal waste management system in accordance
with General Permit AWG100000.
This approval shallconsist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Lafayette Farms, LLC L-10, located in Sampson County, with a swine animal
capacity of no greater than the following annual averages:
Wean to Finish: Feeder to Finish: 3047 - Boar/Stud:
Wean to Feeder: Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
The COC shall be effective from the date of issuance until September 30, 2014, and shall hereby void
Certificate of Coverage Number AWS820183 dated October 1, 2009. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Please pay careful attention to the
record keeping and monitoring conditions in this permit. Record keeping forms are unchanged with this
General_ Permit. Please continue to use the same record keeping forms.
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Sli Raleigh, North Caroi'ina 27604
Phone: [phone] FAX: [phone] Customer Service 1.877.623.6748
intemet: www,nrwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer
One
North Oarolitza
Naturally

PM
If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per 15A NCAC 2T .0105(h) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, then an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Unit for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition 11.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You
may find detailed watch/warning information for your county by calling the Raleigh, NC National
Weather Service office at (919) 5I5-8209, or by visiting their website at www.erli.noaa.gov/er/rah/
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at
[phone].
Enclosure (General Permit AWG100000)
cc: (Certificate of Coverage only for all ecs)
Fayetteville Regional_OfficeAquil r�rotention_Sertion
Sampson County Health Department
Sampson County Soil and Water Conservation District
Coharie Farms
APS Central Files (Permit No. AWS820183)
AFO Notebooks
Sincerely,
��;e
for Coleen H. Sullins

11 , . - r *'
- .-Animal Waste Management Plan Certification
Please type or 2rint all information that does not require a signature)
Exis ,,'or ..New or .Ex anded lease circle one
General hnformation: Permit No: AWS8201.83`.
Name of Farm: Lafayette Farms LLC L-10 _ ± _ - Facility No: 82--183
Owner(s) Name;, Anne B. Faircloth Phone No:910-592-1122^
Mailing Address: P 0 Box 1391, Clinton, NC 28329
Farm Location: County Farm is located in: Sampson
Latitude and Longitude: 34 51 08 1 78 25 03 Integrator: Presta,e Farms
Please attach a'copy-of a county road map with location identified and describe below (Be specific: road_,.-
. � ---�_ _...... - ...,
names, directions, milepost, etc.): Fleet Cooper Rd., Roseboro. Take NC 24 approximately 3 miles`west'', "v,
of Clinton to Concord, turn left travel approx 1.5 miles to farm on left.
Operation Description:
Type of Swine No. of Animals
o Wean to Feeder
0 Feeder to Finish 3047
o Farrow to Wean
o Farrow to Feeder
o Farrow to Finish
o Gilts
o Boars
Type of Poultry No. of Animals
o Layer
o Non -Layer
Type of Beef No, ofAnimals
o Brood
o Feeders
o Stockers
Other Type of Livestock:
Type of Ddiry No. of Animals
o Milking
oDry
o Heifers
o Calves
' - Number of Animals:
gxpanding; Operation' Only;
Previous.Desen Cavdcity Additional Desi>rn Cankcity Toral DesiLyn'Cai,acity:
Acreage Available for Application: 37.75
Required Acreage:37.7
Number of waste structures: 3 Total Capacity: _585,972 Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or- a (please circle one)
If YES: are subsurface drains present in the area of the waste structures (please circle one or both as applicable)
Owner 1 Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the faun named above and will.,
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and storage = _
system or construction of new facilities will require a permit application and a new certification to be'submitted to the Division"
of Water Quality (DWQ) and permit approval received before the new animals are stocked. I (we) understand that there must
be no discharge of animal waste from the storage system to surface waters of the state unless specifically allowed under a— -
permit from DWQ and there must not be run-off from the application of animal waste. I (we) understand that run-off of
pollutants from lounging and heavy use areas must be minimized using technical standards developed by the USDA -Natural
Resources Conservation Service (MRCS). The approved plan will be filed at the farm and at the DWQ Regional Office and
the office of the local Soil and Water Conservation District (SWCD). I (we) know that any modification must be approved by. --
a technical specialist and submitted to the DWQ Regional Office and local SWCD and required approvals received from DWQ
prior to implementation. A change in farm ownership requires a permit application to be sent to DWQ along with a new
certification (if the approved plan is changed).
Name of Land Owaer:
Signature: L V� 1LS I : U-- Date: 12/14/2010
Name of Manager (if different ftd owner):
Signature: Date:
AWC - September 18, 2006

Y
Technical Specialist Certification ".
L As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6H .0104, 1 certify that.the animal waste management system for the farm named above has an animal waste
manager-gpnt plan that meets or exceeds standards and specifications of the Division of Water Quality as specified in 15A"' `. `
NCAC 2T .1300 (formerly 2H .0217) and the USDA -Natural Resources C?nservation Service and/or the North Carolina Soil
and Water Conservation Commission pursuant,to 15A NCAC 2T .1300 (formerly 2H .0217) and 15A NCAC 61F.0101-.0105: """
The following elements are included in the plan as applicable. While each category designates a technical specialist who may
sign each certification (SD, SI, WUP, 'RC,' 1), the technical specialist should only certify parts for which they are technically
competent.
IL Certification of Design :
A) Collection, Storage, Treatment System
Check the appropriate box
Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements:
o New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds,"""'
have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print):Curtis Barwick
Affiliation Private Date Work Completed: 12/14/2010
Address (Agency):103 CoMtry Club Circle, Clinton,.NC 28328 Phone No.:910-385-1000
Signature:
Date: 12/14/201'0
B) Land Application_ Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop is suitable
for waste management; and the hydraulic and nutrient loading rates are appropriate for the site and receiving crop.
Name of Technical Specialist (Please Print):Curtis Barwick
Affiliation Private Date Work Completed: 12/14/2010
Address (Agency):103 CountryAlub circle, Clinton, NC 28328 Phone No.:910-385-1000
Signature:
C) Runoff Controls from Exterior Lots
Check the appropriate box
® Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
12/14/2010
o Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print):Curtis Barwick
Affiliation Private Date Work Completed: 12/14/2010
Address (Agency):] 03 Co try Club Circle, Clinton, NC 28328 Phone No.: 910-385-1000
Signature:_ L - � 9�� _ _ Date: - 12/14/2010
AWC - September 18, 2006 2

D). Application and Handling Equipment
Check the appropriate bar
0y Existing or expandingfacility with existing waste application equipment (WUP or 1) ,
Animal waste application equipment specified in the plan has been either field calibrated or evaluaied'in``"
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the waster
management plan: (existing application egilipment can cover tht area required by the plan at rates not to exceed
either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been established; "
required buffers can be maintained and calibration and adjustment guidance are contained as part of the plan).
N_ ewexvanded, or existing facility without existing waste application eauioment for surav irrigation. (1)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan
at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications
has been established; required buffers can be maintained; calibration and adjustment guidance are contained as part
of the plan).
New, expanded, or existing facility without existing waste application eauinment for land spreading not using sera
irrigation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary* :to: :•} : •�r
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan
at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule' for timing of applications'
has been established; required buffers can be maintained; calibration and adjustment guidance are contained as part
of the plan).
Name of Technical Specialist (Please Print): Curtis Barwick
Affiliation Private Date Work Completed: 12/14/2010
Address (Agency):103 Country Club Circle Clinton NC 28328 Phone No.: 910-385-1000
Signature: Date: 12/14/2010
E) Odor Control, Insect ControlL Mortalit1 Management and Emergency Action Plan {SD,
SI, WUP, RC or I)
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects have
been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Curtis Barwick
Affiliation Private Date Work Completed: 12/14/2010 -.
Address (Agency
Signature:
ne No.: 910-385-1000
Date: 12/14/2010
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996, If the facility was built before June 21, 1996, when was it constructed or last expanded
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners who
own property located across a public road, street, or highway from this new or expanding swine farm. The notice was in
compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property. owners notified are
attached.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
AWC - September 18, 2006

J
III, Certifacation.'of Installation
A) Collection, Storage, Treatment Installation
,,New, expanded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but not liviited to lagoons and ponds, have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existingfacilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
B) Land Application Site (WUP)
The cropping system is in. place on all land as specified in the animal waste management plan.. :
Name of Technical Specialist (Please Print):_Curtis Barwick . ;
Affiliation Private Date Work Completed: 12/14/2010
Address (Agency):103 Country Club Circle Clinton NC 28328Phone No.: 910-385-1000
Signature: _ Date: 12/14/2010
C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified in
the plan.
. For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): _ Phone No.:
Signature:
D) Application and Handling Equipment Installation (WUP or I)
ate
Or Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration
and adjustment materials have been provided to the owners and are contained as part of the plan.
o Animal waste application and handling equipment specified in the plan has not been installed but the owner has
proposed leasing or third party application and has provided a signed contract; equipment specified in the
contract agrees with the requirements of the plan; required buffers can be maintained; calibration and .
adjustment guidance have been provided to the owners and are contained as part ofthe plan.
Name of Technical Specialist (Please Print): Curtis Barwick
Affiliation Private Date Work Completed: 12/14/2010
Address (Agency):103 Co try Club Circle, Clint , NC 28328 Phone No.: 910-385-100
Signature: _ Date: 12/14/2010
AWC - September 18, 2006 4

E) Odor Control, Insect Control and Mortality Management (SD, Si, WUP, RC or 1)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print): Curtis Barwick,,,
Affiliation Private Date Work Completed: 12/14/2010
Address (Agency):103 oun Club Circle,Clinton, NC 28328 Phone No.:910-385-1000
Signature:926::-n�Date: 12/14/2010
Please return the completed form to the Division of Water Quality at the following address:
Department of Environment and Natural Resources .•
Division of Water Quality
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
Please also remember to submit a copy of this, form along with the complete Animal Waste;,'
Management Plan to the DWQ Regional Office and the local Soil and Water Conservation
District Office and to keep a copy in your files with your Animal Waste Management Plan.
AWC - September 18, 2006 5

WASTE UTILIZATION_ PLAN } '
Coharie Hog Farm
Monday, September 15, 1997
t. 4
Producer : Anne Faircloti+ H.
Farm Name: L-10 82-183
PO BOX1391.
CLINTON,NC 28329
Telephone # : [phone]
Type of Operation : Feeder to Finish Swine
Number of Animals: 3047 hogs design capacity
Application Method: —irrigation _---- -- --- ---- - �— / G� �ra u k
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer.required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis report
from your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis, This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1 of 9

1 0
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
3047 hogs X 1.9 tons waste/hogslyear = 5789.3 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
f,
3047 hogs X 2.3 lbs PAN/hogs/year = 7008.1 PAN/yearn
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in'a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLA5S-
DETERMINING PHASE
CROP YIELD LBSAW COMM ACRES LBSAW APPLIC, i•r.3��. �.i �.�
CODE N/ACRE NIACRE USED TIME
3787 _
i-4 NORFOLK 2.6%
BH 6.11
305 0 29.27
8927.35i MAR-OCT
�-
3787
r 4
NORFOLK 2-6%
IWAGRAM
SG 1'
100
0' 29.27
2927'
2332
SEP-MAY
MAR OCT
3787 4.1
_
0-6% SH 5.5
2751 0 8.48
3787
1 SG 1 11
100
0 8.48
848
SEP-MAY
TOTALS: 15034.4
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2 of 9

r
TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
"A <
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals: _;.. •-•�:.
* Indicates a Crop Rotation ... ,
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied. = , ,._:•-
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP UNITS LBS NIUNIT .
BH HYBRID BERMUDAGRASS-HAY TONS I 50
SG SMALL GRAIN OVERSEEDED AC 50
Page 3 of 9

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 3;'" 37.75 151034]
TOTALS: :- :' 37.T5 16,034t
AMOUNT OF N PRODUCED: 7,008
BALANCE -8,026
;'sfiii �zfl is —.�: �fr li til
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.,
r_
Acres show in each of the preceeding tables are considered to be the usable acres excluding -
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in
the fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of -_— •Lk- _ L
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary --
measures to prevent over application of nutrients or other elements. Your production facility 7;- •I 't`•'r�
will produce approximately 1127.39 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please.be aware that additional acres of land, as well special -
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at -the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.6 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT _ FIELD SOIL TYPE CROP RATE (In/hr) AMT (inches)
13787 -4.1 WAGRAM 0-6% SG 0.60 "1 —j
13787 4A WAGRAM 0-6% - BH 0.60 .1 j
3787 -4 NORFOLK 2-6% SG 0.50 .1
3787 -- ----4 -- NORFOLK 2-6% -------------- - BH• 1 0.50 —� ,1 -
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4 of 9

NARRATIVE OF OPERATION
This is the plan developed in July 1994, placed on the current format. Acreages based on a
wettable acres determination completed on 8-23-02.
Page 6 of 9

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a
copy of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions, and
level of management, unless there are regulations that restrict the rate of application for
other nutrients,
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no
greater than 10 tons per acre per year and appropriate filter strips will be used where runoff
leaves the field. These filter strips will be in addition to "Buffers" required by DEM. (See
FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference -
Environment file for guidance.)
'7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following;
the outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from anv perennial stream or river (other that an irriaation ditch or canal. Animal waste
Page 6 of 9

other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Str(ps)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15, Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or
drift from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*1 B. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be adjusted
for optimum crop production amd maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 7 of 9

NAME OF FARM: L-10 82-183
M1 MIA&UlZIAUi
I (we) understand and will follow and implement the specifications and the operation and ,
maiptenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of•the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event, I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs'
NAME OF FACILITY O ER: Anne Faircloth
SIGNATURE:DATE: (Z - Z O (0
NAME OF MANAGER (if di Brent from owner):
please print
SIGNATURE: T DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
(91 ) 385-1000
SIGNATURE: DATE:/
Page 9 of 9

I
Operator: Lafayette L-10 County: Sampson Date: 12%10/10
Distance to nearest residence (other than owner): 1200,0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. -
0
lbs
0 sows (farrow to feeder) x 522 lbs. =
0
lbs
3047 head (finishing only) x 135 lbs. =
4i:11345
lbs
0 sows (farrow to wean) x 433 lbs, =
0
lbs
0 head (wean to feeder) x 30 lbs. W
0
lbs
Describe other
0
Total Average Live weight =
4.11345
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 411345 lbs. ALW x Treatment Volume(CFJ/lb. ALW
"
Treatment Volume(CF)/1b. ALW = 1 CF/lb. ALW
Volume = 411345 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0,0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 230.0
Inside top width (feet)---------------------'- 229.4
Top of dike elevation (feet)----------------- 50.0
Bottom of lagoon elevation (feet)------------ 36.5
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 1.0
1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
DEPTH
1.0 1.0 1.0 1.0 228.0 227.4
12.5
AREA OF -TOP
LENGTH * WIDTH =
228.0 227.4 51847 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
203.0 202.4 41087 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
215.5 214 9 185244 (AREA OF MIDSECTION
4')
CU. FT. _ [AREA TOP + (4-AREA MIDSECTION) + AREA BOTTOM]
DEPTH/6
51847 2 185243.8 41087.2
2.1
Total Designed Volume Available =
579538
CU. FT.
5. TEMPORARY STORAGE REQUIRED

r
i
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
230.0 229.4 '52762.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 52762.0 square feet
Design temporary storage per:riod to be 180 days.
5A, Volume of waste produced ;
,Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 411345 lbs. ALW/135 lbs. ALW 1.37 gal/day 180 days
Volume = 751390 gals, or 100453.2 cubic feet
5B, Volume of wash water
This is the -amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7,48 gallons
per CF
Volume = 0,0 cubic feet
5C, Volume of rainfall in excess of evaporation
Use period of time when-rainfali exceeds evaporation by largest amount.
180 days excess rainfall - 7,0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 30777.8 cubic feet
51D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 30777,8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A, 100453 cubic feet
5B, 0 cubic feet
5C. 30778 cubic feet
5D 30778 cubic feet
TOTAL 162009 cubic feet

6 SUMMARY
Temporary storage period=====______________=>
180
days
Rainfall in excess of evaporation=====_____->
7.0
inches
25 year - :24 hour rainfall=====_____________>
7 . 0
inches
; Vol,
1,0
feet
Side slopes=====---------------------------->
1 , 0'
1
"' '; r�'r•.. .
Inside top length====_______________________>
230 0
feet
Inside top width=====__=-___=____=___>_____->
229.4
feet
Top of dike
50.0
feet
Bottom of lagoon elevation__________________>
36.5
feet
Total required volume=====__________________>
573354
cu,
ft, "•' ` " "'
Actual design volume=====___________________>
579538
cu.
ft.
Seasonal high watertable elevation (SHWT)===>
45.5
feet
Stop pumping elev,====______________________>
45.7
feet
Must be > or = to the SHWT also.=_________>
45,5
feet
Must be > or = to min, req. treatment el.=>
42,5
feet
Required minimum treatment volume=====______>
411345
cu',
ft,
Volume at stop pumping elevation=====_______>
413354
cu.
ft. _
Start pumping also,--__-___-____-------_____>
48.4
feet
"...,,.,_. ...,.. .
Must be at bottom of freeboard & 25 yr. rainfall
-..... __.
Actual volume less 25 yr.- 24 hr. rainfall==>
548760
cu.
ft.
Volume at start pumping elevation=====____=_>
546029
cu
ft
Required volume to be pumped=====___________>
131231
cu.
ft.
Actual volume planned to be pumped=====_____>
132676
cu.
ft, *.
Min. thickness of soil liner when required==>
2.0
feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE; SEE ATTACHED WASTE UTILIZATION PLAN
r d � I'u AS
COMMENTS.: ^ r % 0 'y 6W 14YJ -.0 J.

Notification of Change of Ownership ��
Animal Waste Management Facility 0'-1e3
(Please type or print all information that does not requiM=f%=fX/Cn
In accordance with the requirements of 15A NCAC 2T .1304(c) and 15A NCAC 2T �e(d this
form � is official
to the Division of Water Quality (DWQ) of the transfer of ownership of an Animal a nt Facili hi
A?O
must be submitted to DWQ no later than 60 days following the transfer ofownership.
General Information: DENR-FAYETTEVILLEREGiONALOFFICE ca
Name of Farm: Zti f e f+�- ' �'LL C- L / Facility No:�.z - I�-3
Previous Owner(s) Name: lick- Phone -No:
New Owner(s) Name: Phone No:
Mailing Address: PLY A 11 - C-1 , -41" //.7- __--
� �0 1 If o ,
Farm Location: Latitude and Longitude: --..�_ 'i� / County:_ t2< e r^ -
Please attach a copy of a county road map with location identified and describe below (Be specific: road names, directions,
milepost, etc.): _,. _. TM ; ks Led- r lr toy
J_ Ai
1�61 _4X i4_ _ City,"a�o� %4.0
Operation Description:
Type of Swine No. ofAnimals
❑ Wean to Feeder
❑ Feeder to Finish
ZrFarrow to Wean
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Gilts
❑ Boars
Type of Poultry
❑ Layer
❑ Pullets
No. of Animals
Type of Cattle
❑ Dairy
❑ Beef
No. of Animals
Other Type of Livestock: Number of Animals:
Acreage Available for Application: 3 7 7s r Required Acreage: _3 7 75'
Number of Lagoons / Storage Ponds : Total Capacity: Cubic Feet (ft3)
Owner / Manager Agreement
1 (we) verify that all the above information is correct and will be updated upon changing. 1 (we) understand the operation and
maintenance procedures established in the Certified Animal Waste Management Plan (CAWMP) for the farm named above
and will implement these procedures. 1 (we) know that any modification or expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a permit modification before the new animals
are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application system to
surface waters of the state either directly through a man-made conveyance or from a storm event less severe than the 25-year,
24-hour storm and there must not be run-off from the application of animal waste. I (we) understand that this facility may be
covered by a State Non -Discharge Permit or a NPDES Permit and completion of this form authorizes the Division of Water
Quality to issue the required permit to the new land owner.
Name of Previous d Owner: &ke gr7 C.— il:�, I K'
Signature: Date:
Name of New L ,Owner;
Signature: Date:
Name of Mariar i from ow r
RECENED P�G��� � �
Sierwpprnte , 0►]sBifl --- -_ Date:
Please silMI&S �Whis form to: N. C. Division of Water Quality
Aquifer Protection Section
Animal heeding Operations Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
May 2, 2007
;M

f
WASTE UTILIZATION PLAN
Coliarie Hog Farm- `
Monday, September 15,,1997
LA
Producer: - Anne Faircloth s,
Farm Name: L-10 82-183
P 0 BOX 1391
CLINTON,NC' 26329
Telephone # : [phone]
Type of Operation : Farrow to Weanling Swine
Number of Animals: 950 sows design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization -plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities: Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting .waste and irrigating -
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis report
from your waste management- facility. Attached -you will find -information on -proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance -with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1 of 9
it.

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
950 sows X 6.1 tons wastelsowslyear = 5795 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
950 sows X 5.4 Ibs PAN/sows/year = 5130 PAN/year
F..-
Applying the above amount of waste is a big job, You should plan time and have appropriate
equipment to apply the waste in.'a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL. TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE NIACRE NIACRE USED TIME
[_ 3787 ~4 NORFOLK 2-6%
6H
6.1'J-
- 305
0
29.27
8927.35
MAR-OCT
3787 _4 NORFOLK 2-6%
3787 4.1 1WAGRAM 0-6%
SG
BH 1
1
5_5�275
100
01
01
29.27
8.48
2927
2332
SEP-MAY
MAR-OCT
4M - %
_1 �WAGRA 06
_ SG �_�-
1�.___1QOi_�__
_
0�-_.8.48
4
8 8
SEP-MAY
-
TOTALS: 15034.4
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2 of 9
ti;.

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE' - _!
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
" Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP _ UNITS LBS NIUNIT.
LB HYBRID BERMUDAGRASS-HAY TONS 50
SG SMALL GRAIN OVERSEEDED AC 50
Page 3 of 9

TOTALS FROM TABLES 1 AND 2
_ ACRES LSS AW
N USED
TABLE 1 37.75 15,034
rOiALS: 37.i5! 15,034
AMOUNT OF N PRODUCED: 5,130
"BALANCE . -9,904
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in
the fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 836 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume Of
waste being stored in your structure be within 1.6 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION
APPLICATION
TRACT
FIELD
SOIL TYPE
CROP
RATE (inlhr)
ANIT (Inches)
3787
-a. i
WAGRAM 0-6%
SG
0.60
{ '1
_
I �1--�
3787 �- -
h3787 ---- .
- --- -4 — -_
-...- — a- - _
NO FO K 2-6%-�
N6%° ORFOLK 2----- ---
�._.. -
-
so_
-gH--
- 4-5� .1 --
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4of9
yZ.

'NARRATIVE Of: OPERATION • �:al
This is the plan developed in July 1994, placed on the current format. Acreages based on a - =_
wettable acres determination completed on 8-23-02.
0
Page 5 of 9
i,.

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances,.direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a
copy of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions, and
level of management, unless there are regulations that restrict the rate of application for
other nutrients. .
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no
greater than 10 tons per acre per year and appropriate filter strips will be used where runoff
leaves the field. These filter strips will be in addition to "Buffers" required by OEM. (See
FOTG Stantard 393 - Filter Strips and Standard 390 interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference -
Environment file for guidance.)
*7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application. - -
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to. a depth that would inhibit growth.
10. Waste nutrients shall'not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
the outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from anv perennial stream or river (other that an irrigation ditch or canal. Animal waste
Page 6 of 9
Y+

other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or
drift from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs,: and other woody species, etc. are limited to areas where -
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of -the -
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be adjusted
for optimum crop production amd maintained. Soil and waste analysis records shall be kept
for five (5).years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 7 of 9
J}.

' NAME OF FARM: L-10 82-183 _ s
OWNER 1 MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in' the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY WNER: Anne Faircloth
SIGNATURE: DATE: S ' 4 , 10
NAME OF MANAGER (if different from owner):
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services - -
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328 _
385-1000
SIGNATURE: DATE:/ CJ
Page 9 of 9,

.4tl 04
it
je
. .. . .. . .. . .. . .. . ..
4r
OF

Appendix i. Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number
B. Lagoon Identification
C. Person(s) Taking Measurements
D. Date of Measurement
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid su
Revised lAugust 2008
10 1 82-1
1
Curtis Barwick
to the top of the sludge layer.
MAR 0 1 2011
DENR-FAYETTEALLE REGIONAL OFFICE
b, Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
pvc pipe
c. Thickness of the sludge layer if making a direct measurement --core sampler'.
F. Lagoon Surface Area (using dimensions at inside top of bank): 0,65 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may Have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points: 1,286 pts, Measured
a. Less than 1.33 acres: Use 8 points
b. If more then 1.33 ac, acres x 6 with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the lamb number of intersections as the
estimated number of sampling points needed. Number the intersection ints an the lagoon grid so that data
recorded at each can be easily matched )
H. Conduct sludge survey and record data on "Sludge Survey Date Sheet" (Appendix 2). Also, at the
locationiof the pump intake, take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Shoat (last raw); this must be at least 2.4 ft. when Irrigating.
I. At the time of the survey, also measure the distance from the Maximum Li juid Level to the Present Liquid
Level (measure at the lagoon gauge pole):
1.7
J. Determine the distance from the top of bank to the Maximum Liquid Level
1.6
(use lagoon management plan or other lagoon records)
K, Determine the distance from the Maximum Liquid to the Minimum Liquid Ii
Ivel: 2.0
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum
Liquid Level 0.3
(itemK Minus Item I, assuming the present liquid level is below the Maximum
Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the presen�
liquid surface level to the
lagoon bottom (average for all the measurement points)
10.2
N. Record from the Sludge Survey Data Sheet the distance from the present
liquid surface level to the top
of the sludge layer (average for all the measurement points):
2.2
0. Record from the Sludge Survey Data Sheet the average thickness of the sludge
layer: &0
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N mlr�us
Item L): 1.9
Q. If Iteri 0 Is greater than Item P, proceed to the Worksheetfor Sludg�Vmolume
and Treatment Volume.
If Item Q Is equal to or less then Item P, you d have to determine
luen
1.8' @ pump intake
Completed by: Curtis Barwick
Date: 11/22/2010
Print Name lSigna i

r
Appendix 3. Worksheet for sludge volume and treatment volume Revised August 2008
The avenge thickness of the sludge layer and the thickness of the existing li uid (sludge -free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form ( Items 0 and P, re pectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
see notes at end of the workshoot. The dimensions of the lagoon as meas j red and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the legooI is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For Irregular skapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the °PrIsmOldal Equations" may be used.
1. Average sludge Layer Thickness (T)
2. Depth of the lagoon from top of bank to bottom soil surface i
3. Slope = Horizontal] vertical side slope (S)
4. Length at the top of inside bank (L)
5. Width at top inside slope (W)
B. Length at midpoint of sludge layer Lm = L-2S(D-(T/2))
7. Width at midpoint of sludge layer W, = W-2S(D-(T12))
S. Volume of sludge (Vs) Vs=Lm Wm T
9. Volume in gallons: Vso=V`7.5 gal./W.
10. Thickness of existing liquid tmt, zone (Y)
11. Thickness of total treatment zone (Z) Z= T+Y
12. Length at midpoint of total tmt. zone L== L-2(S)(D-(7J2)
13. Width at midpoint of total Imt. Zone W, = W-2(S)(D-(Z12)
14, Volume of total treatment zone (Vz) Vz = Lx W= Z
15. Ratio ( R ) of sludge layer volume to total Treatment Volu
R = VsNz
If the ratio R exceeds 0.60, than a sludge Plan of Action n
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (D
of sludge (Vs) (Item 8) and from the volume of total treatment
Then, R = (Vs-DSSV) I (Vz - DSSV)
Example: if DSSV - 85,000 03. then R = (169,860 - 85,000)1
18. Design sludge storage volume (DSSV)
17. Ratio (R) of sludge layer volume to treatment volume
for designed sludge storage volume
Example
Your Lagoon
2.5
ft.
8.0
ft.
11
ft.
13.5
ft.
3
1.0
457
ft.
435.5
ft.
229
ft.
65.3
ft.
398.5
ft.
4`1&5
ft.
170.5
ft.
46.3
ft.
169,860
ft'
154,420
ft'
1,273.950
gal.
1,158,148 gal.
3.5
ft
1.9
ft
s
ft
9.9
ft
409
ft.
418.4
ft.
181
ft.
48.2
ft.
444,174
ft3
199,837
ft'
0.38
0.77
be required. Check with DWQ for information
subtract that volume from both the volume
(Vz) (Item 14). and take the ratio.
7,174 - 85,000) = 84,8601362,174 = 0.24.
s5,0o0
0,24 0.77

i
A'ppendix7, Lagoon Sludge Survey Form Revised August 2008
A. Farm Permit or DWO Identification Number Lafayette Farms L-10 82-183
B. Lagoon Identification 2
C. Person(s) Taking Measurements Curtis Barwick
D. Date of Measurement 11/22/2010 1
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the scud layer,
remote cotrol boat with depth sonar I _
b. Distance from the lagoon liquid surface to the bottom (soiq of the lagoon.
nvc oioe
c. Thickness of the sludge layer if making a direct measurement with "core sampler'
F. Lagoon Surface Area (using dimensions at Inside top of bank): 0.47 (acres)
(Drawla sketch of the lagoon on a separate sheet, list dimensions, and cal ulate surface area. The lagoon
may have been built different than designed, so measurements shot Id be made.)
G. Estimate number of sampling points: 795 pts. Measured
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac. acres x 6 = with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the sa a number of intersections as the
estimated number of sampling points needed. Number the i 5lereection Dints on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix
2). Also, at the
locationiof the pump intake, take measurements of distance from Ilqula
surface to top of sludge
layer and record It on the Data Shoot (last row); this must be at least 2.
1 fL when Irrigating.
I. At the time of the survey, also measure the distance from the Maximum Liquid
Level to the Present Liquid
Level (measure at the lagoon gauge pole):
2.6
J. Determine the distance from the top of bank to the Maximum Liquid Level
1.6
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid I
veL 2.o
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum
Liquid Level -0.6
(ItemiK Minus Item I, assuming the present liquid level is below the Maximum
Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the preseni
liquid surface level to the
lagoon bottom (average for all the measurement points)
11.7
N. Record from the Sludge Survey Data Sheet the distance from the present
liquid surface level to the top
of the sludge layer (average for all the measurement points):
1.9
0. Record from the Sludge Survey Data Sheet the average thickness of the ludge layer: 9.8
Item
P. Calculate the thickness of the existing Liquid Treatment Zone (N ml us Item L): 2.5
0. If Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O Is equal to or lose than Item P, you do no have to determine volumes.
Completed by: Curtis Barwick Date: 1112212010
Print Name 1Sianatu I

1 , 0
A6ondlx i Worksheet for sludge volume and treatment volume Revised August 2008
The average thickness of the sludge layer and the thickness of the existing III uid (sludge -free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form ( Items 0 and P. respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. 11 the lagoon has a designed sludge storage volume,
see notes at end of the worksheat The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume And the treatment volume in the lagoon can be estimated by using st ndard equations For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width a the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be used.
1. Average sludge Layer Thickness (T)
2. Depth of the lagoon from top of bank to bottom soil surface (I
3. Slope = Horizontal/ vertical side slope (S)
4. Length at the lop of inside bank (L)
5. Width at top inside slope (W)
6. Length at midpoint of sludge layer L,„- L-2S(D-(1'12))
7. Width at midpoint of sludge layer Wm= W-2S(D-(T12))
8. Volume of sludge (Vs) VamLm W,„ T
9. Volume in gallons: Vso=V•7.5 gal.lft3.
10, Thickness of existing liquid tmt. zone (Y)
11. Thickness of total treatment zone (Z) Z= T+Y
12. Length at midpoint of total Imt. zone L2 = L-2(S)(D-(Z12)
13. Width at midpoint of total tmt. Zone W. = W-2(S)(D-(Z12)
14. Volume of total treatment zone (Vz) Vz = L= Wx Z
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R - VsNz
If the ratio R exceeds 0.60, than a sludge Plan of Action n
on filing the Plan of Action.
Note: It the lagoon has a designed sludge storage volume (D
of sludge (Vs) (Item 8) and from the volume of total treatment
Then, R = (Vs-DSSV)1(Vz - DSSV)
Example: If DSSV = $5,000 ft3, then R = (169.860 - 85.000)1
16, Design sludge storage volume (DSSV)
17. Ratio (R) of sludge layer volume to treatment volume
for designed sludge storage volume
Example
Your Legoon
2.5
ft.
9.8
ft.
11
ft.
15.9
ft.
3
1.0
457
ft.
338.0
ft.
229
ft.
60.0
ft.
398.5
ft.
316.0
ft.
170.5
ft.
38.0
ft.
169,860
fl3
117,817
ft'
1,273,950
gal.
883,629 gat.
3.5
ft
2.5
ft
6
ft
12.3
ft
409
ft.
318.5
ft.
181
ft,
40.5
ft.
444.174
fl3
156,837
fe
0.38 0.74
be required. Check with DWQ for Information
subtract that volume from both the volume
(Vz) (Item 14), and take the ratio.
.174 - 85,000) 0 84,8601362.174 = 0.24.
85,000
0,24 0.74

0
!, PLAN OF ACTION (POA) �OR LAGOON SLUDGE REDUCTION
Facility Number:
�r_.2 413
Facility Name: 4- -
/O
County:
Certified Operator Name-. rv/) �4 Operator #: �7
**Attach a copy of lagoon Sludge Survey �orrn and volume worksheets
Note: A certified Sludge Management Plan may be submitted in lieu of this POA.
La oon 1
La
aan 2
Lagoon 3
Lagoon 4
La oon 5
Lagoon 6
a. Lagoon Name/ Identifier
i
b. Total Sludge Depth (ft)
Z
c. Sludge Depth to be
Removed for Compliance
33
3. O
ft
d. Sludge Volume to be
Removed (gallons)
(� j 0, 000
e. Sludge PAN
(lbs/1000 gal)
f. Liquid PAN
(lbs/1000 gal)
I
g. PAN of Sludge (Ibs)
(d x e)/1000��-
1
Compliance Timeframes:
If the sludge level is equal to or higher than thstop pump level of the lagoon or if the sludge level
results in an elevated waste analysis, a sludgemanagement plan that meets the requirements of SIB
Interagency Group Guidance Document 1.26 must be prepared by a technical specialist and submitted to
DWQ within 90 days. Work to reduce the sludge level must begin within another 180 days. Compliance
with NRCS Standard 359 must be achieved within two years of the original sludge survey.
If the sludge level is non -compliant but below the stop pump level of the lagoon, a POA must be filed
within 90 days and compliance with NRCS Stndard 359 must be achieved within two years of the
original sludge survey indicating non-complia ce. If future sludge surveys do not shove improvement in
sludge levels, DWQ may require the owner to develop a sludge management plan that meets the
requirements of SIB Interagency Group GwidaTce Document 1.26.
SPOA 3-22-2010 1Page 1 of 2

! r 1
NARRATIVE: lase this section to describe 'the method(s) tl�pt will be used to lower the sludge
depth. If microbe use is planned, specify the product to be //used.
be
Co 11 A+?�
I hereby certify that I have reviewed the information listed above and included within the attached
Plan of Action, and to the best of my know edge and ability, the information is accurate and
correct. I further certify and acknowledge that compliance with regard to sludge accumulation
must be achieved within two years of the original sludge survey indicating non-compliance.
Sludge Survey Date: Z Compliance Due Date: —22
n
Phone:
Facility Q4rner/Mana�print)
ity Owner/ 96nager (signature)
Date:
'Return this form to;
Anima Feeding Operations Unit
NC ivision of Water Duality
+ 16g6 Mail Service Center
Raleigh, NC 27699-1636
SPOA 3-22-2010
age 2 of 2

Appendix 1. Lagoon Sludge Survey Potm
Revised August 2008
A. Form Permit or ❑WQ Identification Number Coharie Farms C-10 782-183
B. Lagoon Identification 1
C. Person(s) Taking Measurements Curtis Barwick
D. Dale of Measurement 12/10/2009
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
remote cotrol boat with depth sonar
b. Distance from the lagoon liquid surface to the bottom (loll) of the lagoon,
pvc pipe _
c. Thickness of the sludge layer If making a direct measurement with "core sampler"
Lagoon Surface Area (using dimensions at inside top of bank):----- -- 0.65 (acres) — — - ----- - — - —
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points: 1,426 pts, Measured
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac. acres x 6 = with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump Intake, take measurements of dlstence f►om liquid surface to top of sludge
layer and record It on the Data Sheet (last row); this must be at least 2.6 fL when Irrigating.
I. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole): 1.7
J. Determine the distance from the top of bank to the Maximum Liquid Level 1.6
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 2.0
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level 0.3
(Item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points) 10.2
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points): 2.0
0. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer. 8.2
P. Calculate the thickness of the existing Llquld Treatment Zone (Item N minus Item L): 1.7
Q. If Item 0 Is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item 0 to equal to or less than Item P, you do not have to determine volumes.
1.6' @ pump intake
Completed by: Curtis Barwick Date: 12/10/2009
Print Name /Signature

Appendix 3. Worksheet for sludge volume and treatment volume
Revised August 2008
The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from the information an the Lagoon Sludge Survey Form ( Items 0 and P, respectively), In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
see notes at end of the workaheet. The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon Is a standard geomalric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown In the example. For irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismolda! Equations" may be used.
Example
Yourl-agoon
1, Average sludge Layer Thickness (T)
2.5
ft.
8.2
ft.
2. Depth of the lagoon from top of bank to bottom soil surface (D)
11
ft.
13.5
ft.
3. Slope = Horizontall vertical side slope (S)
3
1.0
4. Length at the top of inside bank (L)
457
ft.
435.5
ft.
5. Width at top inside slope (W)
229
ft.
85.3
ft.
B. Length at midpoint of sludge layer Ln, = L-2S(D-(T12))
398.5
ft.
416.7
ft.
7. Width at midpoint of sludge layer W,n= W-2S(D-(T12))
170.6
ft.
46.5
ft.
B. Volume of sludge (Vs) Vs=L,„ W,n T
169,860
ft'
159,04D
ft'
9. Volume in gallons: Vsa=V*7.5 gal./ft'.
1,273,950
gal.
1,192,797
gal.
10. Thickness of existing liquid tmt. zone (Y)
3.5
ft
1.7
ft
11. Thickness of total treatment zone (Z) Z= T+Y
6
ft
9.9
ft
12. Length at midpoint of total tmt, zone L.= L-2(S)(D-(ZI2)
409
ft.
418.4
ft.
13. Width at midpoint of total tmt, Zone W= = W-2(S)(D-(Z/2)
181
ft.
48.2
ft.
14. Volume of total treatment zone (Vz) Vz = L= W= Z
444,174
ft'
199,837
ft'
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = VsNz
0.38
0.80
If the ratio R exceeds 0.50, than a sludge Plan of Action may be required.
Check with
i3WQ for Information
on filing the Plan of Action.
!Vote: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14), and take the ratio.
Then, R = (Vs-DSSV) / (Vz - DSSV)
Example: If DSSV = 85,000 ft', then R = (169.860 - 85,000) / (447,174 - 85,000) = 84,8601362,174 = 0.24.
16. Design sludge storage volume (DSSV) 85,000
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 0.24 0.80

Appendix 1. Lagoon Sludge Survey Form
Revised August 2008
A. Farm Permit or DWQ Identification Number
8. Lagoon Identification
C. Person(s) Taking Measurements
D. Date of Measurement 12110/2009
E Methods/Devices used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
_ remote cotrol boat with depth saner
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
ovc oioe
Coharie Farms C-10 82-183
2
Curtis Barwick
c. Thickness of the sludge layer If making a direct measurement with "core sampler".
F..Lagoon Surface Area (using dimensions at inside top of bank): - -- 0.47 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points: 903 pts. Measured
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac. acres x 6 = with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched,)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump Intake, take measurements of distance from liquid surface to top of sludge
layer and record It on the Data Sheet (last row); this must be at least 2.5 ft. when irrigating.
I. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole):
2.2
J. Determine the distance from the top of bank to the Maximum Liquid Level
1.6
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level:
2.0
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level
-0.2
.(Item K Minus Item 1, assuming the present liquid level is below the Maximum Liquld Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points)
12.1
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (averaga for all the measurement points);
2.1
0. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer:
10.0
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L):
2.3
Q. If Item 0 Is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item 0 Is equal to or less than Item P, you do not have to determine volumes.
Completed by: Curtis Barwick Date:
1211012009
Print Name /Signature

Appendix 3. Works hoot for sludge volume and treatment volume Revised August 2008
The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form ( Items 0 and P, respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
see notes at and of the worksheet. The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown In the example. For irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismaidal Equations" may be used.
Example Your Lagoon
1. Average sludge Layer Thickness (T) 2.5 ft. 10.0 ft,
2. Depth of the lagoon from top of bank to bottom soll surface (D) 11 ft. 15.9 ft.
3. Slope = Horizontall vertical side slope (S) 3 1.0
4. Length at the top of inslde bank (L) 457 ft. 338.0 ft.
5. Width at top inside slope (W)
229
ft.
60.0
ft.
6. Length at midpoint of sludge layer L,n = L-2S(D-(T12))
398.5
ft.
318.2
ft.
7. Width at midpoint of sludge layer Wm= W-2S(D-(T12))
170.5
ft,
38.2
ft.
8. Volume of sludge (Vs) Vs=LR, Wm T
169,860
ft'
120.930
ft'
B. Volume in gallons: Vsa V`7.5 gal./ft'.
1,273,950
gal.
906,976 gal.
10. Thickness of existing liquid tmt. zone (Y)
3.5
ft
2.3
ft
1 t. Thickness of total treatment zone (Z) Z= T+Y
6
ft
12.3
ft
12. Length at midpoint of total tmt. zone L, = L-2(S)(D-(Z12)
409
fl.
318.5
ft.
13, Width at midpoint of total tmt. Zone W, = W-2(S)(D-(Z12)
181
ft.
40.5
ft.
14. Volume of total treatment zone (Vz) Vz = L, W=Z
444.174
ft'
158,837
it°
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = VsNz 0.38 0.76
If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWQ for Information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (ttem 14), and take the ratio.
Then, R = (Vs-DSSV) / (Vz - DSSV)
Example: If DSSV = 85,000 W, then R = (169,860 - 85,000)1(447,174 - 85,000) = 84,8601382,174 = 0.24.
16. Design sludge storage volume (DSSV) 85,000
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 0.24 0.76

Appendix 1. Lagoon Sludge Survey Form Revised August 2008
A. Farm Permit or DWQ Identification Number Coharie Farms C-10 82-183
B, Lagoon Identification 3
C. Person(s) Taking Measurements Curtis Barwick
D. Date of Measurement 12/10/2009
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
_ remote cotrol boat with depth sonar _
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
pvc pipe
c. Thickness of the sludge layer if making a direct measurement with "core sampler".
F. Lagoon Surface Area (using dimensions at inside top of bank): � - 0.3 (acres) - - -- -- — ---
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area, The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points: 713 pts. Measured
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 sc. acres x 6 = with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points an the lagoon grid so that date
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet' (Appendix 2). Also, at the
location of the pump Intake, take measurements of distance from liquid surface to top of sludge
layer and record It on the Data Sheet (last row); this must be at least 2.6 ft. when irrigating.
1. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole):
3.2
J. Determine the distance from the top of bank to the Maximum Liquid Level
1.6
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level:
2.0
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level
-1.2
(Item K Minus Item t, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points)
11.1
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points):
10.3
0. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer:
0.8
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L):
11.5
Q. If Item 0 Is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item 0 Is equal to or less than Item P, you do not have to determine volumes.
Completed by: Curtis Barwick Date:
12/10/2009
Print Name ISignature

Appendix 3. Workaheet for sludge volume and treatment volume Revised August 20D8
The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form ( Items 0 and P, respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
see notes at end of the works hest, The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with Constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the " Prismoidal Equations" may be used,
Example Your Lagoon
1. Average sludge Layer Thickness (T) 2.5 ft. 0.8 ft.
2. Depth of the lagoon from top of bank to bottom soil surface (D) 11 ft, 15.9 ft.
3. Slope = Horizontal/ vertical side slope (S) _ 3 T 1.0
4. Length at the top of inside bank (L) 457 ft. 162.5 ft,
S. Width at top inside slope (W) 229 ft. 82.0 ft.
6. Length at midpoint of sludge layer Lm = L-2S(D-(Tl2))
398.5 ft.
131.5 ft.
7. Width at midpoint of sludge layer Wm= W-2S(D-(T12))
170.5 ft.
51.0 ft.
8. Volume of sludge (Vs) Vs=Lm Wm T
169,860 ft'
5,371 ft'
9. Volume in gallons: Vsa=V"7.5 gal.lft3.
1,273,950 gal.
40,283 gal.
10. Thickness of existing liquid tmt. zone (Y)
3.5 ft
11.5 ft
11. Thickness of total treatment zone (Z) Z= T*Y
8 ft
12.3 ft
12. Length at midpoint of total tmt, zone L: = L-2(S)(D-(ZI2)
409 ft.
143.0 ft.
13. Width at midpoint of total tmt. Zone WZ = W-2(S)(D-(ZI2)
181 ft.
62.5 ft.
14. Volume of total treatment zone (Vz) Vz = L= Wz Z
444,174 ft'
110,032 ft'
1 S. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = Vs/Vz
0.38
0.05
If the ratio R exceeds 0.60, than a sludge Plan of Action may be required. Check with DWQ for Information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14), and take the ratio.
Then, R = (Vs-DSSV) / (Vz - DSSV)
Example: If DSSV = 85,000 13, then R = (169,860 - 85,000) 1 (447,174 - 85,000) = 84,8601362,174 = 0.24.
16, Design sludge storage volume (DSSV)
85,000
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume
0.24
0.05

PLAN OF ACTION (POA) FOR LAGOON SLUDGE REDUCTION
Facility Number: 82-183 County: Sampson
Facility Name: Coharie Farms C-10
Certified Operator Name: Curtis Barwick Operator #: 18347
Note: A certified Sludge Management Plan may be submitted in lieu of this POA.
Lagoon 1
Lagoon 2
Lagoon 3
Lagoon 4
Lagoon 5
Lagoon 6
1
2
a. Lagoon Name/ Identifier
8.2
10
b. Total Sludge Depth (ft)
c. Sludge Depth to be
3.3
3.0
Removed for Compliance
ft
d. Sludge Volume to be
500,000
327,000
Removed (gallons)
e. Sludge PAN
NA
NA
(lbs/1000 gal)
f. Liquid PAN
2
NA
(Ibs/1000 gal)
g. PAN of Sludge (Ibs)
NA
NA
(d x e)/1000
Compliance Timeframes:
If the sludge level is equal to or higher than the stop pump level of the lagoon or if the sludge level
results in an elevated waste analysis, a sludge management plan that meets the requirements of SIB
Interagency Group Guidance Document 1.26 must be prepared by a technical specialist and submitted to
DWQ within 180 days. Work to reduce the sludge level must begin within another 180 days.
Compliance with NRCS Standard 359 must be achieved by the expiration date of the current permit.
If the sludge level is non -compliant, but below the stop pump level of the lagoon, compliance with NRCS
Standard 359 must be achieved by the expiration date of the current permit. If future sludge surveys do
not show improvement in sludge levels, DWQ may require the owner to develop a sludge management
plan that meets the requirements of SIB Interagency Group Guidance Document 1.26.
SPOA 10-18-04 Page 1 of 2

NARRATIVE: Use this section to describe the method(s) that will be used to lower the sludge
depth. If microbe use is planned, specify the product to be used.
Consume has been used in 2005 and 2006 and has reduced sludge levels slightly. Sludge will be
physically removed off -site to stay within permit compliance. Ample land is available.
I hereby certify that I have reviewed the information listed above and included within the attached
Plan of Action, and to the best of my knowledge and ability, the information is accurate and
correct.
_ Coharie Hog Farm Phone: [phone]
Facility OwnerlManager (print)
LL Date: 2/24/2010
Facility Owner/Manager signature)
Return this form to;
Animal Feeding Operations Unit
NC Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
SPOA 10-18-04 - Page 2 of 2

AX_
WA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen M. Sullins Dee Freeman
Governor Director Secretary
March 19, 2010
Coharie Farms
Coharie C-10
300 Westover Road
Clinton, NC 28328
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS820183
Coharie C-10
Animal Waste Management System
Sampson County
Dear Coharie Farms:
The Division of Water Quality (Division) received your sludge survey information on March 12,
2010. With the survey results, you requested an extension of the sludge survey requirement for
the lagoon at the Coharie C-10. Due to the amount of treatment volume available, the Division
agrees that a sludge survey is not needed until 2014.
The next sludge survey for the Lagoon # 3 at this facility should be performed before December
31, 2014. Thank you for your attention to this matter. Please call me at [phone] if you
have any questions.
Sincerely,
J.R. 7oshi
Animal Feeding Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
Permit File AWS820183
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Blvd., Raleigh, North Carollna 27604
Phone. [phone] L FAX: 919-71M5881 Customer Service: 1-877-623-6748
Internet; www.nr;walerquality.org
One
NorthCaro:lina
Naturally
An Equal Opportunity 1Affirmative Action Employer

f WASTE UTILIZATION PLAN
ti
Coharie Hog Farm
F�d
Monday, September 15,1997
Producer: Anne Faircloth
"" Farm Name
Telephone # :
Type of Operation
'C-10 "82-183 -
300 WESTOVER Rn
CLINTON,NC 28328
[phone]
Farrow to Weanling Swine
Number of Animals : 950 sows design capacity
Application Method: Irrigation
g a � � g RECEIVED
IRR 0 9 20
00-FAYETtEVII.I.E REGIUNAL 0112
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of -the crop to be
grown.
... _. ... .. ._ -- -- --
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
RECEIVED / DENR / DWQ
Aquifar Protection Section
APR 0 2 2009
Page 1 of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
950 sows X 6.1 tons wastelsowslyear = 5796 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
950 sows X 6.41bs PAN/sows/year = 6130 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE NIACRE NIACRE USED TIME
3787
4
NORFOLK 2-6%
BH 6.1
305
0
29.27
8927.35
MAR-OCT
3787
4
NORFOLK 2-6%
SG
1
100
0
29.27
2927
SEP-MAY
3787
4.1
WAGRAM 0-6%
BH
5.5
275
0
B.48
2332
MAR-OCT
3787
- 4.1
WAGRAM 0-6%
SG
1
100
0
8.48
848
SEP-MAY
TOTALS: 16034.4
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2 of 9

TABLE 2 : ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres -Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP UNITS LBS NIUNIT
BH. __...__-..- HYBRID BERMUDAGRASS-HAY _.._._.. .._. ._..__...__..-__ ___...._. TONS _....__. 50.._.....-..-
sa SMALL GRAIN OVERSEEDED AC 50
Page 3 of 9

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
ABLE 1 37.75 15,034
TOTALS: 37.75 15,o34
AMOUNT OF N PRODUCED: 5, 130
*"BALANCE -9,904
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in the
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 836 pounds of plant available nitrogen (PAN) per year in the
_.._ sludge that will need to be removed on a periodic basis. This figure is PAN when _
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. 1n no instance should the volume of
waste being stored in your structure be within 1.6 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsibiity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE (Inlhr) AIVIT (Inches)
3787
-4.1
WAGRAM 0-6%
SG
0.60
*1
3787
4.1
WAGRAM 0-6%
BH
0.60
*1
3787
-4
NORFOLK 2-6%
SG
0.50
3787
4
NORFOLK 2-6%
BH
0.50
*1
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4 of 9

NARRATIVE OF OPERATION
This is the plan developed in July 1994, placed on the current format. Acreages based on a
wettable acres determination completed on 8-23-02.
Page 5 of 9

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climate conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers" required by DBM. (See FOTG
Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference -
Environment file for guidance.)
"7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
the outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste
Page 6 of 9

other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist'.
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
- (lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soils shall be monitored and alternative crop sites
shall be used when these metals approach excessive levels. pH shall be adjusted for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) years. Poultry dry waste application records shall be maintained for three (3) years.
Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 7 of 9

NAME OF FARM: C-10 82-183
OWNER 1 MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment. and/or storage system or construction of..new.facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. 1 also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Anne Faircloth
SIGNATURE: r DATE: 3-2 7- a
NAME OF MANAGER (if di Brent from owner):
please print
SIGNATURE: _ _._..._.._..W_._..._....... DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Coharle Hog Farm
ADDRESS (AGENCY): 300 Westover Rd.
Clinton, NC 28328
[phone]
SIGNATURE: ,� DATE:
Page 9 of 9

Jr
Pj*

kv
Ad'
FAAQ;=�
NCDENR
North Carolina Department of Environment and Natural.Resour.,�ces _
Division of Water Quality t RFCEIVED
Beverly Eaves Perdue Coleen H. Sullins j ee Freeman
Governor Director 1 0-tCT 15 2009 1 Secretary
OI NR- FA1'ETTEViLLE REGIONAL OFFICE
October 1, 2009
Anne Bryan Faircloth
Coharie Farms C-10
300 Westover Rd
Clinton, NC 28328
Subject: Certificate of Coverage No, AWS820183
Coharie Farms C-10
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear Anne Bryan Faircloth:
In accordance with your requests for renewal and change of ownership, we are hereby forwarding to you
this Certificate of Coverage (COC) issued to Anne Bryan Faircloth, authorizing the operation of the
subject animal waste management system in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Coharie Farms C-1 0, located in Sampson County, with a swine animal capacity of
no greater than the following annual averages:
Wean to Finish:
Feeder to Finish:
Boar/Stud:
Wean to Feeder:
Farrow to Wean: 950
Gilts:
Farrow to Finish:
Farrow to Feeder:
Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
The COC shall be effective from the date of issuance until September 30, 2014, and shall hereby void
Certificate of Coverage Number AWS820183 that was previously issued to this facility. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions and
limitations as specified in the General Permit, the facility's CAWMP, and this COC. An adequate system
for collecting and maintaining the required monitoring data and operational information must be
established for this facility. Any increase in waste production greater than the certified design capacity or
increase in number of animals authorized by this COC (as provided above) will require a modification to
the CAWMP and this COC and must be completed prior to actual increase in either wastewater flow or
number of animals.
Please carefully read this COC and the enclosed State „General Permit. Please pay careful attention to the
record keeper and monitoring conditions in this permit. Record keeping forms are unchanged with this
General Permit. Please continue to use the same record keepingforms.
orms.
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Blvd., Raleigh, North Carolina 27604 011C
Phone: [phone] FAX: [phone] Customer Service: 1-877-623.6748 North Carolina
Internet; www.ncwaterquality.arg -� �}����� //ll- r
An Equal Opportunity 1 ANirmalio Action Employer � �/

If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per 15A NCAC 2T .0105(h) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, then an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Unit for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition 111.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You
may find detailed watch/warning information for your county by calling the Raleigh, NCNational
Weather Service office at [phone], or by visiting their website at www.erh.noaa.gov/er/rah/
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at
[phone].
Sincerely,
A-9
for Coleen H. Sullins
Enclosure (General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
Coharie Farms
APS Central Files (Permit No. AWS820183)
AFO Notebooks

�OF W A r�CAQ Michael F. Easley, Governor
Ily �Q William G. Ross Jr., Secretary
t! 7 /' North Carolina Department of Environment and Natural Resources
0 Coleen H. Sullins, Director
Division of Water Quality
January 28, 2008 PEa
02-F*FfWLLERFGIUN Curtis Barwick gLOFpG�
Coharie Farms
300 Westover Road
Clinton, North Carolina 28328
Subject: Sludge Survey Testing Dates
Coharie Farms
Animal Waste Management System
Dear Mr. Barwick:
The Division of Water Quality (Division) received your sludge surveys information on January 16, 2008.
With your results, you requested that the numerous lagoons be exempt from further sludge surveys for the
life of the current permits. Due to the amounts of treatment volume available, the Division agrees
that a sludge survey is not needed until 2009 for the lagoons that are listed on the attached table.
For these lagoons, the results of the 2009 sludge survey are to be submitted by March 1, 2010.
Thank you for your attention to this matter. If you have any questions, please call me at (919)
715-6937.
Sincerely,
Miressa D. Garoma
Animal Feeding Operations Unit
cc: Wilmington Regional Office, Aquifer Protection Section
Raleigh Regional Office, Aquifer Protection Section
Fayetteville Regional Office, Aquifer Protection Section
Washington Regional Office, Aquifer Protection Section
Central Files
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterqualitv.org Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper
Nc'rthCarofina
Naturally
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

COHARIE FARMS SLUDGE SURVEY EXEMPTIONS APPROVAL
January28, 2008
FARMNO.7
FARM NAME
Owner Name
COUNTY
REGIONAL
OFFICE
LAGOON ID
EXTENSION
APPROVAL TO 2009
1
AWS820183
Coharie C-10
D M Faircloth
Sampson
Fayetteville
L#3 only
Yes
2
AWS820237
Coharie Farms C-I
Coharie hog farm
Sampson
Fayetteville
I
Yes
3
AWS820667
Hall Farm
Coharie hog farm
Sampson
Fayetteville
i
Yes
4
AWS820081
Coharie Farms C-12
Coharie hog farm
Sampson
Fayetteville
L#2 only
Yes
5
AWS820098
F & B Farms
Graham Freddie
Sampson
Fayetteville
1
Yes
6
AWS820132
Sam Hope farm
Samuel Hoe
Sampson
Fayetteville
1
Yes
7
AWS820377
ADJ Nursery #2
ADJ Farms Inc
Sampson
Fayetteville
I
Yes
8
AWS820053
F & B Farms
F & W Farms
Sam son
Fayetteville
1
Yes
9
AWS820188
F & B Farms
James Faircloth
Sampson
Fayetteville
i
Yes
10
AWS820061
Knotty Pine Farm
Michael Herring
Sampson
Fayetteville
L#1 & L#2
Yes
11
AWS820090
Quarter DFarms
Quarter D Farms
Sampson
Fayetteville
L#1 & L#2
Yes
12
AWS820229
P & J Farms
Nelson Porter
Sampson
Fayetteville
L#2 only
Yes
13
AWS820392
Running Branch #2
Joel Parker
Sam son
Fayetteville
I
Yes
14
AWS820606
Goshen Farms
Nelson Waters
Sampson
Fayetteville
L31, L#2, & L#3
Yes
15
AWS820042
John Royal #1-8
John Royal
Sampson
Fayetteville
L31, L#2, & L#3
Yes
16
AWS510028
J & M Hog Farm
J & M Hog Farm
Johnston
Raleigh
I
Yes
17
AWS310162
Glade Ride
Charles Edwards
Duplin
Wilmington
L#1 & L#2
Yes
18
AWS710052
M & D Sow Farm
Mike Hope
Pender
Wilmington
1
Yes
19
AWS960028
Bennie Barwick Farm
Bennie Barwick
Wayne
Washington
1
Yes
20
AWS260059
Collier Farms
David Collier
Cumberland
Fayetteville
1
Yes
21
AWS820711
Henry Moore Farm
Henry Moore
Sampson
Fayetteville
I
Yes
22
AWS310655
Sloan Brothers
Troy Sloan
Duplin
Wilmington
I
Yes
23 JAWS510041
I
Spring Meadow Farms lWhitley
Stephenson
lJohnston
Raleigh
1
Yes
1/29/2008 mdg

.l• Appendix 1. Lagoon Sludge Survey Form Revised August 2008
A. Farm Permit or DWO Identification Number Coharie Farms C-10 t '82:1 t33i
B. Lagoon Identification 1
C, Person(s) Taking Measurements Curtis Barwick
D. Date of Measurement 10/16/2008
E. Methods/Devices Used for Measurement of:
a, Distance from the lagoon liquid surface to the top of the sludge layer,
remote cotrol boat with depth sonar _
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
pvc pipe
c. Thickness of the sludge layer if making a direct measurement with "core sampler".
F. Lagoon Surface Area (using dimensions at inside top of bank): 0.65 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points: 1,316 pts. Measured
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac, acres x 6 = with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump Intake, take measurements of distance from liquid surface to top of sludge
layer and record 1t on the Data Sheet (last row); this must be at least 2.6 ft. when irrigating:
I. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole):
J. Determine the distance from the top of bank to the Maximum Liquid Level
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level:
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level
(Item K Minus Item i, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Date Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points)
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points):
0. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer:
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L):
RE;�� �Q 1
FEB 2 7 2009
IaERfR- FA1'FTTEVILLE REGIONAL QFRGE
1.0
1.6
2.0
1.0
10.9
2.7
8.2
1.7
0. If Item O Is greater than Item P, proceed to the Worksheat for Sludge Volume and Treatment Volume.
If Item O is equal lio or less than Item P, you d /7OZ
ve to dot mine volum s.
2.7' @ pump intake
Completed by: Curtis Barwick Date; 10l16/2008
Print NamelSignat

'' Appendix 3. Worksheat for sludge volume and treatment volume
Revised August 2008
The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form ( Items O and P, respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
see notes at end of the worksheet. The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square
or rectangular shape, For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be used.
Example
Your Lagoon
1, Average sludge Layer Thickness (T)
2,5
ft.
8.2
ft.
2. Depth of the lagoon from top of bank to bottom soil surface (D)
11
ft.
13.5
ft.
3. Slope = Horizontal/ vertical side slope (S)
3
1.0
4. Length at the top of inside bank (L)
457
ft.
435.5
ft.
5. Width at top inside slope (W)
229
ft.
65.3
ft,
6, Length at midpoint of sludge layer Lm = L-2S(D-(T12))
398.5
ft.
416.7
ft.
7. Width at midpoint of sludge layer W,= W-2S(D-(T12))
170.5
ft.
46.5
ft.
8. Volume of sludge (Vs) Vs=Lm W, T
169,860
ft'
159,040
ft'
D. Volume in gallons: Vso=V'7.5 gal./ft'.
1,273,950
gal.
1,192.797
gal.
10. Thickness of existing liquid tmt. zone (Y)
3.5
ft
1.7
ft
11, Thickness of total treatment zone (Z) Z= T+Y
6
ft
9.9
ft
12, Length at midpoint of total tmt. zone L== L-2(S)(D-(ZI2)
409
ft.
418.4
ft.
13, Width at midpoint of total tmt. Zone W. = W-2(S)(D-(Z12)
181
ft,
48.2
ft.
14, Volume of total treatment zone (Vz) Vz = LZ W=Z
444,174
ft'
199,837
ft�
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = VsNz
0.38
0.80
If the ratio R exceeds 0.60, than a sludge Plan of Action may be required. Check with DWQ for information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14), and take the ratio.
Then, R = (Vs-DSSV)1(Vz - DSSV)
Example: If DSSV = 85,000 ft', then R = (169,860 - 85,000) 1 (447,174 - 85.000) = 84,8601362,174 = 0.24.
16. Design sludge storage volume (DSSV)
17, Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume
85,000
0.24 0.80

Appendix 1, Lagoon Sludge Survey Form
1 A. Farm Permit or DWQ Identification Number
Revised August 2008
Coharie Farms C-10 82-183
B. Lagoon Identification
C. Person(s) Taking Measurements Curtis Barwick
D. Date of Measurement
E. Methods/Devices Used for Measurement of:
10116/2008
a. Distance from the lagoon liquid surface to the top of the sludge layer.
remote cotrol boat with depth sonar
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
pvc pipe
c, Thickness of the sludge layer If making a direct measurement with "core sampler".
F. Lagoon Surface Area (using dimensions at Inside top of bank): 0.47 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points: 816 pis. Measured
a. Less than 1.33 acres: Use 6 paints
b, if more than 1.33 ac, acres x 6 = with maximum of 24,
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed, Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump intake, take measurements of distance from liquid surface to top of sludge
layer and record It on the Data Sheet (last row); this must be at least 2.5 ft. when Irrigating.
I. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole): 2.2
J. Determine the distance from the top of bank to the Maximum Liquid Level 1.6
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 2.0
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level -0.2
(Item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points) 12.1
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points): 2.1
0. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 10.0
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L): 2.3
Q. If Item 0 Is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item 0 is equal to or less than Item P, you do not have to determine volumes.
Completed by: Curtis Barwick Date: 10/16/2008
Print Name /Signature

I Appendix 3. Workshest for sludge volume and treatment volume Revised August 2008
+ The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form ( items 0 and P, respectively), In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
see notes at and of the worksheet. The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume, if the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons -with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be used.
Example
Your Lagoon
1. Average sludge Layer Thickness (T)
2.5
ft.
10.0
ft.
2. Depth of the lagoon from top of bank to bottom soil surface (D)
11
ft.
15.9
ft.
3. Slope = Horizontal/ vertical side slope (S)
3
1.0
4. Length at the top of inside bank (L)
457
ft.
338A
ft.
5. Width at top Inside slope (W)
229
ft.
60.0
ft.
6. Length at midpoint of sludge layer Ln,= L-2S(D-(T12))
398.5
ft.
316,2
ft.
7. Width at midpoint of sludge layer Wm= W-2S(D-(T12))
170.5
ft.
38.2
ft.
8. Volume of sludge (Vs) Vs=Lm Wm T
169,860
ft'
120,930 ft'
9. Volume in gallons: Vso=V`7.5 gal./ft'.
1,273,950 gal.
906,976
gal,
10. Thickness of existing liquid tmt. zone (Y)
3.5
ft
2.3
ft
11, Thickness of total treatment zone (Z) Z= T+Y
6
ft
12.3
ft
12. Length at midpoint of total tmt, zone L== L-2(S)(D-(ZI2)
409
ft.
318.5
ft,
13. Width at midpoint of total tmt. Zone Wx = W-2(S)(D-(Z12)
181
ft.
40.5
ft,
14. Volume of total treatment zone (Vz) Vz = L= Wt Z
444,174
ft'
158,837 ft'
15, Ratio ( R ) of sludge layer volume to total Treatment Volume
R = VsNz
0.38
0.76
If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWQ for Information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14). and take the ratio.
Then, R = (Vs-DSSV) / (Vz - DSSV)
Example: If DSSV = 85,000 ft', then R = (169,860 - 85,000)1(447,174 - 85,000) = 84,8601362,174 = 0.24.
16. Design sludge storage volume (DSSV) 85,000
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 0.24 0.76

PLAN OF ACTION (POA) FOR LAGOON SLUDGE REDUCTION
Facility Number: - 82-183
Facility Name: Coharie Farms C-10
County:_ Sampson
Certified Operator Name: Curtis Barwick Operator #: 18347
Note: A certified Sludge Management Plan may be submitted in lieu of this POA.
Lagoon'!
La oon'2
La oon 3
La oon 4
La oon 5
Lagoon 6
1
2
a. Lagoon Name/ Identifier
8.2
10
b. Total Sludge Depth (ft)
c. Sludge Depth to be
3.3
3.0
Removed for Compliance
ft
d. Sludge Volume to be
500,000
327,000
Removed (gallons)
e. Sludge PAN
NA
NA
(lbs11000 gal)
f. Liquid PAN
2
NA
(Ibs11000 gal)
g. PAN of Sludge (lbs)
NA
NA
(d x e)11000
Compliance Timeframes:
If the sludge level is equal to or higher than the stop pump level of the lagoon or if the sludge level
results in an elevated waste analysis, a sludge management plan that meets the requirements of SIB
Interagency Group Guidance Document 1.26 must be prepared by a technical specialist and submitted to
DWQ within 180 days. Work to reduce the sludge level must begin within another 180 days.
Compliance with NRCS Standard 359 must be achieved by the expiration date of the current permit.
If the sludge level is non -compliant, but below the stop pump level of the lagoon, compliance with NRCS
Standard 359 must be achieved by the expiration date of the current permit. If future sludge surreys do
not show improvement in sludge levels, DWQ may require the owner to develop a sludge management
plan that meets the requirements of SB Interagency Group Guidance Document 1.26.
SPOA 10-18-04 Page 1 of 2

NARRATIVE: Use this section to describe the method(s) that will be used to lower the sludge
depth. If microbe use is planned, specify the product to be used.
Consume has been used in 2005 and 2006 and has reduced sludge levels slightly. Sludge will be
physically removed off -site when needed. Ample land is available.
I hereby certify that I have reviewed the information listed above and included within the attached
Plan of Action, and to the best of my knowledge and ability, the information is accurate and
correct.
Coharie Hog Farm
Facility Owner/Manager (print)
Facility Own
anager (sig4ture)
Phone: [phone]
Date:
Return this form to:
Animal Feeding Operations Unit
NC Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
SPOA 10-18-04 Page 2 of 2

FW: G10 Sludge
�a-I s3
-Subject: FW: C-10 Sludge
From: "Curtis Barwick" <[e-mail]>
Date: Thu, 26 Jul 2007 17:37:00 -0400
To: <[e-mail]>
Steve,
i will call tomorrow to make sure you got this & see if you need more info.
Thanks, Curtis.
-----Original Message----- p�pa7o�tl?-
From: Ricky revels[mailto:[e-mail]] f�
Sent: Monday, July 16, 2007 8:34 AM
To: Curtis Barwick
Subject: Re: C-10 Sludge
Curtis,
Thank you for the follow up response to are discussion of late week. No
further action is necessary at this time, again thanks.
Signed,
Ricky Revels
Curtis Barwick wrote:
Ricky,
Just to follow up with my call on to you & Steve Guyton on Monday,
that afternoon (July 9, 2007) around 3:00 pm, we were hauling sludge
from a lagoon on our C-10 sow farm (82-183) when a small amount of
sludge sloshed out of the loading hole and dropped onto SR 1214 at the,
intersection with SR 1218 south of Clinton. Staff members washed the
sludge off to the shoulder of the highway but were unable to collect
the approximately 30-40 gallons that was washed onto the shoulder.
Because of dry conditions this water was quickly soaked up by the
soil. None of the material reached the side ditch or any other
sensitive area.
If you have further questions, please do not hesitate to contact me at
910 590-6314.
Thanks, Curtis.
1 of 1 8/9/2007 11:1 1 AM

of W AT
`? r
a �
Incident Report
Report Number: 200702169
Incident Type: Non -Compliance Reporting
Category: Animal
Incident Started: 07/09/2007
County: Sampson
City:
Farm #: 82-183
Responsible Party:
Owner:
Permit: AWS820183
Facility: Coharie Farms C-10
First Name: D
Middle Name: M
Last Name: Faircloth
Address 300 Westover Rd
City/State/Zip: Clinton NC 28328
Phone:
Material Category: Estimated Qty: UOM
On -Site Contact:
First/Mid/Last Name:
Curtis
Barwick
Company Name:
Phone:
[phone]
Pager/Mobile Phone:
1
[phone]
Reported By:
First/Mid/Last Name:
Curtis
Barwick
Company Name:
Address:
300 Westover Rd
City/State/Zip;
Clinton NC
28328
Phone:
[phone]
Pager/Mobile Phone:
1
[phone]
Chemical Name Reportable Qty. lbs. Reportable Qty. kgs.
DD:MM:SS Decimal Position Method:
Latitude: Position Accuracy:
Longitude: Position Datum:
Location of Incident: Sampson Co. Sr. I21,4and Pinney grove Rd. 1218 intersection South of Clinton
Address:
City/State/Zip
Report Created 08/09/07 11:41 AM Page l

Cause/Observatlon: Directions:
'a
Sludge spilled at Intersection when
truck stoped sludge sloshed out of the loading hole and dropped
onto the road
Action Taken:
30 to 40 gallons of sludge was washed off the road. Due to the
dry conditions the water was quickly soaked up by the soil, None
of the material reached the side ditch or any other sensitive area.
Incident Questions:
Comments:
Took pictures at intersection. I saw no evidence of waste getting into
ditch, sand had been put onto sholder of road.
Did the Material reach the Surface Water? Unknown Conveyance:
Surface Water Name?
Did the Spill result in a Fish Kill? Unknown Estimated Number of fish?
It the Spill was from a storage tank indicate type. (Above Ground or Under Ground)
Containment? Unknown
Cleanup Complete? Unknown
Water Supply Wells within 1500ft : Unknown Groundwater Impacted: Unknown
Access to Farm
■ Structure Questions
Report Created 08/09/07 11:41 AM
Animal Population
E Spray Availability
Page 2

Access to Farm
Farm accessible from the main road?
Animal Population
Confined?
Depop?
Feed Available?
Mortality?
Spray Availability
Pumping equipment?
Available Fields?
❑ Yes ❑ No ❑ NA ❑ NE
❑ Yes ❑ No ❑ NA ❑ NE
❑ Yes ❑ No ❑ NA ❑ NE
❑ Yes ❑ No ❑ NA ❑ NE
❑ Yes ❑ No ❑ NA ❑ NE
❑ Yes ❑ No ❑ NA ❑ NE
❑ Yes ❑ No ❑ NA ❑ NE
Structure Questions
Breached?
❑ Yes ❑ No ❑ NA ❑ NE
Inundated?
❑ Yes ❑ No ❑ NA ❑ NE
Overtopped? ❑ Yes ❑ No ❑ NA ❑ NE
Water on outside wall?
❑ Yes ❑ No ❑ NA ❑ NE
Poor dike conditions?
❑ Yes ❑ No ❑ NA ❑ NE
Event Type Event Date Due Date Comment
Requested Additional Information
Referred to Regional Office - Primary Contact
Incident closed 2007-08-0912:00:00
Report Entered 2007-07-09 04:01:15
Incident Start 2007-07-09 03:12=
Report Received 2007-07-09 03:12;00
Report Created 08/09/07 11:41 AM Page 3

F
Standard Agencies Notified:
t.
` Agency Name
Other Age nclea Notified:
Phone Flrst Name M.I. Last Name Contact Date
Agency Name Phone First Name M.I, Last Name Contact Date
DWQ Informatlon:
Report Taken By: Report Entered By: Regional Contact:
Steve Guyton Steve Guyton
Phone:
Date/Tlme: 2007-07-09 03:12:00 PM 2007-07-09 04:01:15 PM
Referred Via: Phone
Did DWQ request an additional written report?
If yes, What additional information is needed?
Report Created 08/09/07 11:41 AM Page 4

Nov 15 1OG6
LyR - gyETiEViLLE REGIONAL OFCi
Appendix 3. Lagoon Sludge Survey Form
A Farm Permit or DWQ Identification Number Co 4 L{_ _ f
B. Lagoon Identification
C. Person(s) taking Measurements `"i' 194 w-c 4
1). Date of Measurements y —.20-10
E. Methods/Devices Used for Measurement ofi
a. Distance from the lagoon liquid surface to the top ofthe•sludge. layer.
b. Distance from the lagoon liquid surface to the bottom (soiD of lagoon:
c. Thickness of the sludge layer if malting a direct measurement witbh core sampler":
F. Lagoon Surface Area (using dimensions at inside top of bans;): -5— (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G. Estimate number of sampling points
a,' Less than 133 acre: Use 8 points
b. If more than 1.33 acre, acres x 6 e , with mum of 24.
(Using sketch and dimensions, develop a tmiform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. Numb= the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measnTMnent)-
H.
Conduct sludge survey and record data an "Sludge Survey Data Sheet". .
I.
M time of sludge survey, also measure the distance from the Mwr:n,,,n. Liquid Level
Present Liquid lagoon
to.the Level (measure at the gage pole):
J.
Determine distance from Maximum Liquid Level to Mwimmn Liquid Level:
a • U
(Determine from Plan or otter lagoon mcords)
K.
Calculate distance from present liquid surface level to Minimum Liquid
level: Item J — Item I, assuming present liquid level is below Max. Liq. Level•
L.
Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom for the
A i
(average all measurement points):
M.
Record from sludge survey data sheet the distance from the present liquid surface level
to the top the for
of sludge.layer.(avcmge all the measurement points):
_
N.
Record from sludge survey data sheet the average thiclmess of the sludge layer:
�' D
0.
Calculate the thickness of the existing Liquid Treatment Zone (Item M —Item K):
(Note: If Item 0 is less than 4 ft, a sludge removal and utilization plan may be. required by
N. C. DWQ. Ste your specific perinit or contact DWQ for more information.)
P.
Proceed to Sludge Volume Worimheet if desire to calculate sludge volume for rectangular
shaped
lagoon with uniform side slope..
Completed by:) A411W -U� Date: —�2Q (%L
Print Name Signature
13

I f
Appendix 4 Slud a Survey Data Sheet
Lagoon ID Coharle Farms C-10 82-183
# 1 lagoon
Completed by Curtis G Barwick Date 9/20/2006
A
Grid Pt
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
AVERAGE
to max liq : 15"
B
C
C-B
Dlst. To top of sludge
Dist to lagoon bottom
Thickness of sludge layer
feet(tenth)
.feet(tenth)
feet(tenth)
3.6
11.0
7.4
3.5
12.0
8.5
3.6
11.0
7.4
2,0
12.0
10.0
2.0
12.0
10.0
2.2
11.0
8.8
2.6
10.0
7A
2.4
6.8
4.4
2.7
10.7 8.0

Coharie Farms C-10
82-183
9/20/2006
ff 1 lagoon
T D
S L
W
sludge layer depth
slope length
width
8 13.5
2 435
65
4
9.5
19
38
397
Lm
4
9.5
19
38
27 Wm
85,752 V cubic feet
643,140 Vg gallons

Appendix 3. Lagoon Sludge Survey Form
A Farm Parmit or DWQ Identification Number C �?�ilcr+ ( O -��'-
E, Lagoon Identification .2 Lai
C. Person(s) taking Measwements r,v✓A I 6e1'w•aD. Date of Measurements
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of tthe.sludge layer.
b. Distance from the lagoon liquid surface to the bottom
c. Thickness of the sludge layer if mating a direct measurement with "core sampler";
F. Lagoon Surface Area (using dimensions at inside top of bank): � 7 (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
Cr. Estimate number of sampling points:
a.' Less than 1.33 arse: Use 6 paints �l
b. If more than 1.33 acre, acres x 6 2S , with maximum of 24.
(Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measnmment.)
K Conduct sludge survey and record data on "Sludge Survey Data Sheet". .
I. At time of sludge survey, also measure the distance from the Maxim= Liquid Level
to.the ?resent Liquid Level (measure at the lagoon gage pole):
I. Determine distance from Maximum Liquid Level to Minimum Liquid Level• 1? 0
(Determine from Plan or other lagoon records)
K Calculate distance from present liquid surface level to Minims Liquid
level: Item 3 — Itein I, assuming present liquid level is below Max, Liq. Level: L. Record from sludge survey data sbeet the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points):
M. Record from sludge survey data sheet the distance from the present liquid surface level
to the top of the sludge.layer.(average for all the measurement points):
N. Record from sludge survey data sheet the average thiclmess of the sludge layer. `
0. Calculate the thickness of the existing Liquid Treatment Zone (Item M —Item K�: 23
(Note: If Item 0 is less than 4 fL, a sludge removal and utilization plan may be required by
N. C. DWQ, See your specific perinin or contact DWQ for more infoumation.)
P. Proceed to Sludge Volume Worl:sheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
/ c
Completed by:)Cw�&)WjJ�Date: -,)4 _a
Print Name Signature
13

Appendix 4 Sludoe Survey Data Sheet
Lagoon ID , Coharie Farms C-10 82-183
# 2 lagoon
Completed by Curtis G Barwick Date 9120/2006
to max liq : 30"
A B C C-B
Grid Pt Dist. To top of sludge Dist to lagoon bottom Thickness of sludge layer
feet(tenth) feet(tenth) feet(tenth)
1
2.0
11.5
9.5
2
1.5
12.0
10.5
3
1.5
12.0
10.5
4
1.8
12.0
10.2
5
1.8
12.0
10.2
6
2.0
11.6
9.5
7
2.1
12.0
9.9
8
1.7
11.5
9.8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
AVERAGE
1.8
11.8
10.0

Coharle Farms C-10
82-183
9/20/2006
# 2 lagoon
T D
S L
W
sludge layer depth
slope length
width
5
10 15.9
2 338
60
10.9
21.8
43.6
294.4
Lm
5
10.9
21.8
43.6
16.4 Wm
48,282 V
362,112 Vg
cubic feet
gallons

Appendix 3. Lagoon Sludge Survey Form I
A. Farm Permit.or DWQ Identification Number (0 � a,-f f;;2 43
B. Lagoon Identification ' 3
C. Person(s) taking Measurements _ __/11't„ •J+r„ 4
D. Date of Measurements
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top ofthe-sludge layer:
b. Distance from the lagoon liquid surface to the bottom (soil) of oan:
PYC jn� _
c. Thickness of the sludge layer if making a direct measurement with "core sampler":
F. Lagoon Surface Area (using dimensions at inside top of bank): 30 (acres)
(Draw sketcb of lagoon on a separate sheet and list dimcnsions, and calculate surface area.)
G. Estimate number of sampling points:
a.' Less than 133 acre: Use 6 points p
b. If more than 1.33 acre, acres x 6 = O , with maximum of 24.
(Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the gild intersection points on
the lagoon grid to corrrspond with the data to be recorded for points of measmzment.)
EL Conduct sludge survey and record data on "Sludge Survey Data Sheaf%
I. At time of sludge survey, also measure the distance from the Maximum Liquid Level
to.the Present Liquid Level (measure at the lagoon gage pole): _
1. Determine distance from Maximum Liquid Level to h inimum Liquid Level:
(Determine frem Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Msaimum Liquid
level: Item J — Item I, assuming present liquid level is below Max, Liq. Level• 3
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points): I
M. Record from sludge survey data sheet the distance from the present liquid surface Ievel
to the top of the sludge .layer. (average for all the measurement points): 24,
N. Record from sludge survey data street the average thiclaiess of the sludge layer. �•
0. Calculate the thickness of the existing Liquid Treatment Zone (Item M Item K): 3,7
(Note: If Item 0 is less than 4 ft., a sludge removal and utilization plan may be required by
N. C. DWQ. See your specific perinit or contact DWQ for more information.)
P. Proceed to Sludge Volume Worl sbeet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side L"I
Completed by:) Date:
Print Name Signature
13

Appendix 4 Sludge Survey Data Sheet
Lagoon ID Coharle Farms C-10 82-183
# 3 lagoon
Completed by Curtis G Barwick Date 9/20/2006
to max liq : 40"
A B C C-B
Grid Pt Dist. To top of sludge Dist to lagoon bottom Thickness of sludge layer
feet(tenth) feet(tenth) feet(tenth)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
AVERAGE
2.5
8.5
. 6.0
3.0
8.8
5.8
3.5
9.0
5.5
3.5
9.6
6.1
2.0
9.0
7.0
1.4
10.0
8.6
1.7
10.0
8.3
1.8
8.8
7.0
2.4
9.2 6.8

Coharle Farms C-10
82-183
9/20/2006
# 3 lagoon
7 D
S L
W
sludge layer depth
slope length
width
3.4
6.8 14.1
2 162
82
10.7
21.4
42.8
119.2
Lm
3.4
10.7
21.4
42.8
39.2 Wm
31,774 V
238,305 Vg
cubic feet
volume

:to :A I:s ICI

PLAN OF ACTION (POA) FOR, LAGOON SLUDGE REDUCTION .
Facility Number: 82-183 County: Sampson
Facility Name: Coharie Farms C-10
Certified Operator Name: Curtis Barwick' Operator #: 18347
Note: A certified Sludge Management Plan may be submitted in lieu of this POA.
La oon 1
Lagoon 2
Lagoon 3
Lagoon 4
Lagoon 5
Lagoon 6
1
2
3
a. Lagoon Name/ Identifier
8
10
6.8
b. Total Sludge Depth (ft)
c. Sludge Depth to be
3.1
1.7
.3
Removed for Compliance
ft
d. Sludge Volume to be
250,000
70,000
15,000
Removed (gallons)
e. Sludge PAN
NA
NA
NA
(lbs/1000 gal)
f. Liquid PAN
2
NA
NA
(lbs/1000 gal)
g. PAN of Sludge (lbs)
NA
NA
NA
(d x 01000
Compliance Timeframes:
If the sludge level is equal to or higher than the stop pump level of the lagoon or if the sludge level
results in an elevated waste analysis, a sludge management plan that meets the requirements of SB
Interagency Group Guidance Document 1,26 must be prepared by a technical specialist and submitted to
DWQ within 180 days. Work to reduce the sludge level must begin within another 180 days.
Compliance with NRCS Standard 359 must be achieved by the expiration date of the current permit.
If the sludge level is non -compliant, but below the stop pump level of the lagoon, compliance with NRCS
Standard 359 must be achieved by'the expiration date of the current permit. If future sludge surveys do
not show improvement in sludge levels, DWQ may require the owner to develop a sludge management
plan that meets the requirements of SIB Interagency Group Guidance Document 1.26.
SPOA 10-18-04 Page 1 of 3

NARRATIVE: Use this section to describe the method(s) that will be used to lower the sludge
depth. If microbe use is planned, specify the product to be.used.
Consume has been used in 2005 and 2006 and has reduced sludge levels slightly. This will be
used again in 2007. If this is unsuccessful, the sludge will be physically removed off -site before
the end of the permit cycle. Ample land is available.
I hereby certify that I have reviewed the information listed above and included within the attached
Plan of Action, and to the best of my knowledge and ability, the Information Is accurate and
correct.
Coharie Hog Farm _
Facility Owner/Manager (print)
Facility OwnerlManag
(signature)
Phone: [phone]
Date: 10 -y- b
Return this form to:
Animal Feeding Operations Unit
NC Division of Water Quality
SPOA 10-18-04
Page 2 of 3

NAME OF FARM: C-10
t OWNER 1 MANAGER AGREEMENT
I -(we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF IrA��TY OVyNE: D�MAFAIRCLOTH
SIGNATURE: I Alr-0-�'!!.L 11i4-6 DATE: L�--' .2 -d7
NAME OF MANAGER (if different frgfn owner):
SIGNATURE:
please print
DATE: P--'2 -t1.
NAME OF TECHNICAL SPECIALIST: O'urtis Barwick
AFFILIATION: Coharle Hog Farm
ADDRESS (AGENCY): 300 Westover Rd.
Clinton, NC 28328
(910) 5924122
SIGNATURE: DATE: -y7
Page 9 of 9

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Fk

�OF W A7-4Z9P Michael F. Easley, Govemor
r
r
�0 G William G. Ross Jr., Secretary
CO North Carolina Department of Environment and Natural Resources
0 Coleen H. Sullins, Director
Division of Water Quality
September 21, 2007
D.M. Faircloth
Coharie Farms C-I O
300 Westover Road
Clinton NC 28328
Subject: Certificate of Coverage No. AWS820183
Coharie Farms C-10
Animal Waste Management System
Sampson County
Dear D:M. Faircloth:
In accordance with your request for a change of operation type received on August 30, 2007, we are
hereby forwarding to you this Certificate of Coverage (COC) issued to D.M. Faircloth, authorizing the
operation of the subject animal waste management system in accordance with General Permit
AWG100000. Please note that this change in operation type does not allow an increase over the
previously permitted steady state live weight.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Coharie Farms C-10, located in Sampson County, with an animal capacity of no
greater than an annual average of 950 Farrow to Wean swine. If this is a Farrow to Wean or Farrow to
Feeder operation, there may be one boar for each 15 sows. Where boars are unnecessary, they may be
replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts
for every 3 sows.
The COC shall be effective from the date of issuance until September 30, 2009, and shall hereby void
Certificate of Coverage Number AWS820183 dated October 1, 2004. You are required to continue annual
surveys of sludge accumulation in all lagoons at your facility; the one-year extension in Condition I11,19
does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is a
package containing the new and revised forms used for record keeping and reporting. Please pay careful
attention to the record keeping and monitoring conditions in this permit.
' onDhCaro ina
NNaturally
Aquifer Protection Section 1636 Mail Service Center
Internet; WrY,ncWaterquaIhV,orR Location: 2728 Capital Boulevard
An Equal OpportunitylAHlrmative Action Employer— 50% Racycled110% Post Consumer Paper
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax L [phone]
Fax 2: [phone]
Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact Miressa D. Garoma at [phone].
Sincerely,
�A
fo Coleen H. Sullins
Enclosures (General Permit AWG 100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS820183
OCT 17 2r01

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Animal Feeding Operations Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State General Permit - Existing Animal Waste Operations
1. GENERAL INFORMATION:
1.1 Facility name: Coharie Farms C-10
1,2 Print Land Owner's name: DM Faircloth
1.3 Mailing address: 300 Westover Rd.
City, State: Clinton, NC
Telephone number (include area code): ( 910 ) 592 - 1 122
1.4 Physical address: 1461 Fleet Cooper Rd
City, State: Roseboro, NC
Telephone number (include area code): ( 1L0 ) 564 - 2211
1.5 County where facility is located: Sampson
Zip: 28328
Zip: 28382
RECEIVED / DENR I DWQ
AQUIFFR•PRnTFCT1nN SP-CTION
AUG 3 0 2004
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): SR 1218,1.5 miles south of
NC 24.west of Clinton
1.7 Farm Manager's name (if different from Land Owner): W. Nelson WatersJr,
1. essee's Integrator's name (if applicable; circle which type is listed): Coharie Farms
1.9 Facility's original start-up date: 1970 Date(s) of facility expansion(s) (if
2. OPERATION INFORMATION:
2.1 Facility number: 82-183 Lm-E.
17 2007
I
2.2 Operation Description: �',"�_' _ 4:W; OFr7E;E
Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the waste
management structures were designed.
Type of Swine No. of Animals
❑ Wean to Feeder
❑ Feeder to Finish
[Farrow to Wean (# sow) 950
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
❑ Wean to Finish (# sow)
❑ Gilts
❑ Boar/Stud
❑ Other Type of Livestock on the farm: _
Type of PoulM No. of Animals
❑ Layer
❑ Non -Layer
❑ Turkey
❑ Turkey Poults
Type of Cattle No. of Animal
❑ Beef Brood Cow
❑ Beef Feeder
❑ Beef Stocker Calf
❑ Dairy Calf
❑ Dairy Heifer
❑ Dry Cow
❑ Milk Cow
No. of Animals:
FORM: 'AWO-STATE-G-E 1/10/06 Page 1 of 5

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 37.75 Required Acreage (as listed in the CAWMP): 37.75
2.4 Number of lagoons: 3 Total Capacity (cubic feet): 585,972 Required Capacity (cubic feet): 585972
Number of Storage Ponds: Total Capacity (cubic feet): Required Capacity (cubic feet):
2.5 Are subsurface drains present within 100' of any of the application fields? YES or O (circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? YES or (circle one)
2.7 Does this facility meet all applicable siting requirements? (5or NO (circle one)
3. REQUIRED ITEMS CHECKLIST:
Please indicate that you have included the following required items by signing your initials in the space provided_ next to each
item.
Applicants Initials
3.1 One completed and signed original and two copies of the application for State General Permit -
Animal Waste Operations;
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied and a county road map with the location of the
facility indicated;
3.3 Three copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a permit application for
animal waste operations. (A
The CAWMP must include the following components. Some of these components may not have been required at the time
the facility was certified but should be added to the CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and
utilized by the facility
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
3.3.3 A map of every field used for land application
3.3.4 The soil series present on every land application field
3.3.5 The crops grown on every land application field
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP
3.3.7 The PAN applied to every land application field
3.3.8 The waste application windows for every crop utilized in the WUP
3.3.9 The required NRCS Standard specifications
3.3.10 A site schematic
3.3.11 Emergency Action Plan
3.3.12 Insect Control Checklist with chosen best management practices noted
3.3.13 Odor Control Checklist with chosen best management practices noted
3.3.14 Mortality Control Checklist with the selected method noted
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.); please be sure to include any site
evaluations, wetland determinations, or hazard classifications that may be applicable to your facility
3.3.16 Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your
submittal. (Composting, waste transfers, etc.)
FORM: AWO-STATE-G-E 1/10/06 Page 2 of 5

4. APPLICANT'S CERTIFICATION:
1, _D M Faircloth
(Land Owner's name listed in question
1.2), attest that this application for Coharie Farms C-10 (Facility
name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of this
application are not completed and th if all requ'r d supporting information and attachments are not included, this application package
will be rekme tome as ' om
Signature Date 8/29/2007
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, W. Nelson Waters, Jr. (Manager's name listed in question
1.6), attest that this application for Coharie farms C-10 (Facility
name listed in question I.1)
has been reviewed by me and is accurateand complete to the best of my knowledge. I understand that if all required parts of this
application are not comp eted and 1 if ll regt�d supporting information and attachments are not included, this application package
will be returned,as incomblete. I 1 _ I 1
Signature
Date 8/29/2007
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
ANIMAL FEEDING OPERATIONS UNIT
1636 MAIL SERVICE CENTER RECENED / DENR I DWQ
RALEIGH, NORTH CAROLINA 27699-1636 AQUIFER-PROTRMON SEC170M
TELEPHONE NUMBER: [phone] AUG 3 0 200
FAX NUMBER: [phone]
FORM: AWO-STATE-G-E 1/10/06 Page 3 of 5

Animal Waste Management Plan Certification
(Please tvne or print all information that does not reauire a sienature)
neral information: Permit No:AWS820183
Name of Farm: Coharie Farms C-10 Facility No: _82_--183
Owner(s) Name: D M Faircloth Phone No: 910 592-1122
Mailing Address: 300 Westover Rd., Clinton, NC 28328 T
Farm Location: County Farm is located in: Sampson
Latitude and Longitude: 34 51 08 / 78 25 03 Integrator:
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): 1461 Fleet Cooper Rd, Roseboro, 1.5 miles south of NC 24, west of
Clinton
Operation Descrintion:
Type of Swine No. of Animals
o Wean to Feeder
o Feeder to Finish
>LFarrow to Wean 950
o Farrow to Feeder
o Farrow to Finish
o Gilts
o Boars
Type of Poultry No. ofAnimals
o Layer
o Non -Layer
Type of Beef No. of Animals
o Brood
o Feeders
o Stockers
Other Type of Livestock:
Type of Dairy
o Milking
oDry
o Heifers
o Calves
No. of Animals
Number of Animals:
I��,lT19H ��
��,� „,andin O eratlon Oat .(FYF[g iiP
N �-!.
Buis• 'EEi�a �9 33RY {f �k�..i.•
i[[.
�
1, in Y Mi� tl...,
>� .��(F
PreuiausDes'i n;.Ga aci
I •y
�ll�Wl.{�Additrgnal�Desr
.'�� i6>..
�! :'�.� .d-b�
rt.@a act" Il..-1: IIr. :-'i- €aahTotal,;Desr Ga �rci •. :,
Acreage Available for Application: 37.75 Required Acreage: 37.755
Number of waste structures: 3 Total Capacity: 585,972 Cubic Feet:.
(ft rr7rr,
C-3 ;;-..
Are subsurface drains present on the farm: YES or NO (please circle one)
co_
If YES: are subsurface drains present in the area of the waste structures (please circle one or both as applicable) -j
************************************************************************************
Owner / Manager Agreement .
1(we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and storage
system or construction of new facilities will require a permit application and a new certification to be submitted to the Division
of Water Quality (DWQ) and permit approval received before the new animals are stocked. I (we) understand that there must
be no discharge of animal waste from the storage system to surface waters of the state unless specifically allowed under a
permit from DWQ and there must not be run-off from the application of animal waste. I (we) understand that run-off of
pollutants from lounging and heavy use areas must be minimized using technical standards developed by the USDA -Natural
Resources Conservation Service (MRCS). The approved plan will be filed at the farm and at the DWQ Regional Office and
the office of the local Soil and Water Conservation District (SWCD). I (we) know that any modification must be approved by
a technical specialist and submitted to the DWQ Regional Office and local SWCD and required approvals received from DWQ
prior to implementation. A change in farm ownership requires a permit application to be sent to DWQ along with a new
certification (if the approved plan is changed).
Name of Land Own
Signatur
Name of
Signatur
on
Date: 8/3/07
Date: 8/3/07
AWC - September 18, 2006

ME
Technical Specialist Certification
L As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6H .0104, I certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Water Quality as specified in 15A
NCAC 2T .1300 (formerly 2H .0217) and the USDA -Natural Resources Conservation Service and/or the North Carolina Soil
and Water Conservation Commission pursuant to 15A NCAC 2T .1300 (formerly 2H .0217) and 15A NCAC 6F .0101-.0105.
The following elements are included in the plan as applicable. While each category designates a technical specialist who may
sign each certification (SD, SI, WUP, RC, I), the technical specialist should only certify parts for which they are technically
competent.
IL Certification of Design
A) Collection, Storage, Treatment System
Check the appropriate box
Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
o New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds,
have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print):Curtis Barwick
Affiliation Coharie Hog Farm Date Work Completed: 8/2/07
Address (Agency):300 W
Phone No.:910 592-1122
Date: 8/2/07
B) Land Application Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop is suitable
for waste management; and the hydraulic and nutrient loading rates are appropriate for the site and receiving crop.
Name of Technical Specialist (Please Print):Curtis Barwick
Affiliation Coharie Hog Farm Date Work Completed: 8/2/07
Address (Agency):300 stover Rd., Clinton NC 28328 Phone No.: 910 592-1122
Signature: / ' _ Date: 8/2/07
C) Runoff Controls from Exterior Lots
Check the appropriate box
Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
o Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print):Curtis Barwick
Affiliation Coharie Hog Farm Date Work Completed 8/2/07
Address (Agency):300 W
8 Phone No.: 910 592-1 l22
Date: 8/2/07
AWC - September 18, 2006
2

A. A
D). Application and Handling Eauiyibent
Check the appropriate box
Existing or exl2anding facilfty with existing waste application equipment (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the waste
management plan: (existing application equipment can cover the area required by the plan at rates not to exceed
either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been established;
required buffers can be maintained and calibration and adjustment guidance are contained as part of the plan).
a New, ex anded or existing facili1y without existing waste application a ui ment forspray irrigation. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management, plan; (proposed application equipment can cover the area required by the plan
at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications
has been established; required buffers can be maintained; calibration and adjustment guidance are contained as part
of the plan).
o New, expanded, or existing_facility without existingwaste aste application equipment for land spreading not using spray
irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan
at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications
has been established; required buffers can be maintained; calibration and adjustment guidance are contained as part
of the plan).
Name of Technical Specialist (Please Print):Curtis Barwick
Affiliation Coharie Hog Farm Date Work Completed: 8/2/07
Address (Agency):300 Wes er Rd., Clinton, NC 28 28 Phone No.: 910 592-1122
Signature: Date: 8/2/07
E) Odor Control, Insect Control, Mortality Management and Emergency Action Plan (SD,
SI, WUP, RC or I)
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects have
been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name. of Technical Specialist (Please Print):Curtis Barwick
Affiliation Coharie Hog Farm _Date Work Completed: 8/2/07
Address (Agency):300 Westover �,linton,,NC 28328 Phone No.: 910 592-1122
Signature: Date: 8/2/07
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June 21, 1996, when was it constructed or last expanded 1972
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners who
own property located across a public road, street, or highway from this new or expanding swine farm. The notice was in
compliance with the requirements ofNCGS 106-805. A copy of the notice and a list of the property owners notified are
attached.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
AWC - September 18, 2006 3

p. s
III. Certification of Installation
A) Collection, Storage, Treatment Installation
New, expanded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existingfacilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
B) Land Application Site (WUP)
The cropping system is in place on all land as specified in the animal waste management plan.
Name of Technical Specialist (Please Print):Curtis Barwick.
Affiliation Coharie Hog Farm Date Work Completed: 812107
Address (Agency):300 Westovgr RO., Clinton, NC 28328 Phone No.. 910 592-1122
Signature:
8/2/07
C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified in
the plan.
Far facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
D) Application and Handlin E ui ment Installation (WUP or I)
P Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration
and adjustment materials have been provided to the owners and are contained as part of the plan.
o Animal waste application and handling equipment specified in the plan has not been installed but the owner has
proposed leasing or third party application and has provided a signed contract; equipment specified in the
contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print):Curtis Barwick
Affiliation Coharie Hog Farm Date Work Completed: 8/2/07
Address (Agency):300 Westover F1., Clint:W, NC 28�28 Phone No.: 910 592-1122
Signature:
AWC - September 18, 2006 4

E) Odor Control, Insect Control and Mortality Management (SD, SIB WUP,_RC or I)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print):Curtis Barwick
Affiliation, Coharie Hojz Farm Date Work Completed: 8/2/07
Address (Agency):300 WestovA Rd„ Clinton, NC 28328 Phone No.: 910 592-1122
8/2/07
Please return the completed form to the Division of Water Quality at the following address:
Department of Environment and Natural Resources
Division of Water Quality
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the DWQ Regional Office and the local Soil and Water Conservation
District Office and to keep a copy in your files with your Animal Waste Management Plan.
AWC - September 18, 2006

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Operator: C-10 Big County; Sampson Date: 08/02/07
Distance to nearest residence (other than owner): 0.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. =
0 lbs
0 sows (farrow to feeder) x 522 lbs, -
0 lbs
0 head (finishing only) x 135 lbs, -
0 lbs
417 sows (farrow to wean) x 433 lbs, =
180561 lbs
0 head (wean to feeder) x 30 lbs, =
0 lbs
Describe other
0
Total Average Live Weight =
180561 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 180561 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 180561 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
i
Inside top length (feet)--------------------- 435.5
Inside top width (feet)----------------------- 65.3
Top of dike elevation (feet)----------------- 50.0
Bottom of lagoon elevation (feet)-------------- 37.1
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 1.0
1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
DEPTH
1.0 1.0 1.0 1,0 433.5 63.3
11.9
AREA OF TOP
LENGTH * WIDTH =
433.5 63.3 27441 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
409.7 39,5 16183 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
421.6 51.4 86681 (AREA OF MIDSECTION
4)
CU, FT, _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
* DEPTH/6
27440.6 86681,0 16183,2
2,0
Total Designed Volume Available =
258438 CU. FT.
5, TEMPORARY STORAGE REQUIRED

DRAINAGE AREA:
Lagoon (top of dike)
Length w Width =
435.5 65,3 28438.2 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area,
TOTAL DA 28438.2 square feet
Design temporary storage per:riod to b e 180 days,
5A, Volume of waste produced
Feces & urine production in gal,/day per 135 lb. ALW 1,37
Volume = 180561 lbs, ALW/135 lbs, ALW w 1.37 gal/day 180 days
volume = 329825 gals, or 44094,2 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume 0.0 gallons/day 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
I
5C, Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount,
180 days excess rainfall = 7.0 inches
Volume = 7,0 in w DA / 12 inches per foot
volume = 16588,9 cubic feet
t
5D. Volume of 25 year - 24 hour storm
Volume = 7,0 inches / 12 inches per foot * DA
Volume = 16588,9 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 44094 cubic feet
5B. 0 cubic feet
5C, 16589 cubic feet
5D. 16589 cubic feet
TOTAL 77272 cubic feet

6. SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
7.0
inches
Freeboard===================================>
1.0
feet
Side slopes_________________________________>
1.0
. 1
Inside top length===========================>
435.5
feet
Inside top width============================>
65.3
feet
Top of dike elevation_______________________>
50.0
feet
Bottom of lagoon elevation==================>
37.1
feet
Total required volume_______________________>
257833
cu,
ft.
Actual design volume========================>
258438
cu,
ft,
Seasonal high watertable elevation (SHWT)===>
45.5
feet
Stop pumping elev.__________________________>
46.0
feet
Must be > or = to the SHWT elev,==========>
45.5
feet
Must be > or = to min, req, treatment el.=>
43,1
feet
Required minimum treatment volume===========>
180561
cu,
ft.
Volume at stop pumping elevation=====--=====>
180796
cu.
ft.
Start pumping elev,_________________________>
48.4
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr,- 24 hr, rainfall==>
241849
cu.
ft,
Volume at start pumping elevation===== =====>
241615
cu.
ft.
Required volume to be pumped================>
60683
cu,
ft,
Actual volume planned to be pumped==========>
60819
cu,
ft,
Min, thickness of soil liner when required==>
1.9
feet
7, DESIGNED BY:cz�� APPROVED BY:
971-11
DATE: % DATE:
A
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
` ��
COMMENTS; -•
_ _

6, SUMMARY
Temporary storage period____________________>
Rainfall in excess of evaporation=====______>
25 year - 24 hour rainfall==________________>
Freeboard====_______________________________>
Side
Inside top
Inside top width=====_______________________>
Top of dike elevation=====__________________>
Bottom of lagoon elevation=====_____________>
Total required volume_______________________>
Actual design volume=====________________=__>
Seasonal high watertable elevation (SHWT)===>
Stop pumping
Must be > or = to the SHWT elev,====______>
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume=====______>
Volume at stop pumping elevation=====_______>
Start pumping
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
Volume at start pumping elevation=====______>
Required volume to be pumped=====___________>
Actual volume planned to be pumped=====_____>
Min, thickness of soil limner when required==>
7. DESIGNED BY: �' /�( APPROVED BY.
DATE; 7 DATE;
A
NOTE: SEE ATTACHED WASTE [UTTILIZATION PLAN
COMMENTS: jk
180 days
7.0 inches
7.0 inches
1.0 feet
1.0 : 1
435.5 feet
65.3 feet
50.0 feet
37.1 feet
257833 cu. ft,
258438 cu. ft,
45.5 feet
46.0 feet
45.5 feet
43.1 feet
180561 cu, ft.
180796 cu, ft.
48.4 feet
w
w
241849 cu, ft.
241615 cu, ft,
60683 cu, ft, w'
60819 cu. ft. w
I.9 feet

Operator; C-10 Middle County; Sampson Date, 08/02/07
Distance to nearest residence (other than owner); 0.0 feet
1, AVERAGE LIVE WEIGHT (ALW)
.0 sows (farrow to finish) x 1417 lbs, =
0 lbs
0 sows (farrow to feeder) x 522 lbs. =
0 lbs
0 head (finishing only) x 135 lbs, T
0 lbs
330 sows (farrow to wean) x 433 lbs, =
142890 lbs
0 head (wean to feeder) x 30 lbs, -
0 lbs
Describe other
0
Total Average Live Weight =
142890 lbs
2, MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 142890 lbs. ALW x Treatment Volume(CF)/lb, ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb, ALW
Volume = 142890 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0,0 cubic feet
4, TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------- 338.0
Inside top width (feet)---------------------- 60.0
Top of dike elevation (feet)----------------- 50.0
Bottom of lagoon elevation (feet)------------ 34.7
Freeboard (feet)------------------------------ 1,0
Side slopes (inside lagoon)------------------- 1.0
1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
DEPTH
1.0 1.0 1,0 1.0 336.0 58.0
14.3
AREA OF TOP
LENGTH * WIDTH =
336,0 58.0 19488 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
307.4 29.4 9038 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
321,7 43.7 56233 (AREA OF MIDSECTION
* 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
* DEPTH/6
19488.0 56233.2 9037.6
2.4
Total Designed Volume Available =
202008 CU. FT.
5. TEMPORARY STORAGE REQUIRED

DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
338.0 60.0 20280.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 20280.0 square feet
Design temporary storage per:riod to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 142890 lbs, ALW/135 lbs, ALW * 1.37 gal/day 160 days
Volume = 261012 gals. or 34894.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0,0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C, Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount,
180 days excess rainfall - 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 11830.0 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 11830.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 34895 cubic feet
5B. 0 cubic feet
5C. 11830 cubic feet
5D. 11830 cubic feet
TOTAL 58555 cubic feet

6, SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
7,0
inches
1.0
feet
Side
1,0
: 1
Inside top length___________________________>
338.0
feet
Inside top width____________________________>
60.0
feat
Top of dike elevation=======================>
50.0
feet
Bottom of lagoon elevation==================>
34,7
feet
Total required volume_______________________>
201445
cu. ft.
Actual design volume========================>
202008
cu. ft.
Seasonal high watertable elevation (SHWT)===>
45,5
feet
Stop pumping elev.__________________________>
45.8
feet
Must be > or = to the SHWT elev,==========>
45,5
feet
Must be > or = to min. req. treatment al.=>
40.7
feet
Required minimum treatment volume===========>
142890
cu, ft,
Volume at stop pumping elevation============>
143298
cu, ft,
Start pumping elev._________________________>
48.4
feet
Must be at bottom of freeboard & 25 yr, rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
190178
cu. ft,
Volume at start pumping elevation===========>
190077
cu. ft,
Required volume to be pumped================>
46725
cu, ft.
Actual volume planned to be pumped==========>
46779
cu. ft,
Min. thickness of soil liner when required==>
2.2
feet
7, DESIGNED BY: 2 _ /( APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: _ - � A,
w
w
w
w

Operator; C-10 Small County; Sampson Date:
08/02/07
Distance to nearest residence (other than owner); 0.0
feet
I. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. =
0 lbs
0 sows (farrow to feeder) x 522 lbs. =
0 lbs
0 head (finishing only) x 135 lbs. =
0 lbs
203 sows (farrow to wean) x 433 lbs. =
87899 lbs
0 head (wean to feeder) x 30 lbs. =
0 lbs
Describe other
0
Total Average Live Weight =
87899 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 87899 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 87899 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 162.5
Inside top width (feet)---------------------- 82.0
Top of dike elevation (feet)----------------- 50.0
Bottom of lagoon elevation (feet) ------------ 36.5
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 1.0
; 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
DEPTH
1.0 1.0 1.0 1.0 160.5 80.0
12.5
AREA OF TOP
LENGTH * WIDTH =
160.5 80.0 12840 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
135.5 55.0 7453 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
148.0 67.5 39960 (AREA OF MIDSECTION
4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
* DEPTH/6
12840.0 39960.0 7452.5
2.1
Total Designed Volume Available =
125526 CU. FT,
5, TEMPORARY STORAGE REQUIRED

DRAINAGE AREA;
Lagoon (top of dike)
Length * Width =
162,5 82,0 13325.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 13325,0 square feet
Design temporary storage per:riod to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 87899 lbs, ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 160562 gals. or 21465.5 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system, Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0,0 gallons/day 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall 7,0 inches
Volume = 7.0 in * DA,/ 12 inches per foot
Volume = 7772.9 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 7772,9 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A, 21466 cubic feet
5B. 0 cubic feet
5C. 7773 cubic feet
5D. 7773 cubic feet
TOTAL 37011 cubic feet

6. SUMMARY
Temporary storage
180
days
Rainfall in excess of evaporation=====______>
7.0
inches
25 year -- 24 hour rainfall__________________>
7.0
inches
1.0
feet
Side slopes_________________________________>
1.0
: 1
Inside top length___________________________>
162.5
feet
Inside top width____________________________>
82.0
feet,
Top of dike elevation_______________________>
50.0
feet
Bottom of lagoon elevation====______________>
36.5
feet
Total required volume=====__________________>
124910
cu. ft.
Actual design volume=====___________________>
125526
cu, ft,
Seasonal high watertable elevation (SHWT)===>
45.5
feet
Stop pumping elev,__________________________>
45.9
feet
Must be > or = to the SHWT elev,====______>
45.5
feet
Must be > or = to min. req. treatment el.=>
42.5
feet
Required minimum treatment volume=====______>
87899
cu. ft.
Volume at stop pumping elevation=====_______>
88335
cu. ft.
Start pumping elev.=________________________>
48.4
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr,- 24 hr, rainfall==>
117753
cu. ft.
Volume at start pumping elevation=====______>
117657
cu, ft.
Required volume to be pumped=====___________>
29238
cu, ft.
Actual volume planned to be pumped=====_____>
29322
cu. ft.
Min. thickness of soil liner when required==>
2.0
feet
" APPROVED BY:
7, DESIGNED BY: 9�-
DATE: " 0-7 DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: k ;k 49'� d /-

Michael-F. Easley, Governor
W A TE;Y
IQ
oIlli�-c
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
October 1, 2004 RECEIVED
D.M. Faircloth OCT 15 2004
Coharie Farms C-10
300 Westover Road DENR-FAYEITEVILLEREGIONAL OFRCE
Clinton NC 28328
Subject: Certificate of Coverage No. AWS820183
Coharie Farms C-10
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear D.M. Faircloth:
On .tune 11, 2004, the North Carolina Division of Water Quality (Division) issued a -revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-28).
In accordance with your application received on March 6, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to D.M.
Faircloth, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS820183 which expires October 1, 2004.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Coharie Farms C-10, located in Sampson County, with an animal capacity of no
greater than an annual average of 300 Farrow to Finish swine and the application to land as specified in
the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009. ' Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitoring conditions in this permit.
Aquifer Protection Section — Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] / FAX: [phone] Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer — 50% Recycledl10% Post Consumer Paper
NorthCarolina
Aaturally

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Duane Leith at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
Permit File AWS820183
APS Central Files

State of North Carolina
Department of Environment
and Natural Resources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
D.M. Faircloth
Coharie Farms C-10
300 Westover Road
Clinton NC 28325
Dear D.M. Faircloth:
IT V_T
1 fflk�';VAA •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 3, 2001
� 4 2002
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
Coharie Farms C-10
Facility Number 82-183
Sampson County
A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
An evaluation by Trent Allen on 7/8/99 was made to review the actual number of acres at your facility
that receive animal waste during land application. The evaluation of your facility has yielded one of the
following two results as indicated by the box marked with an "X".
Category 1:
The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Trent Allen the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Trent Allen, at 225 Green Street, Suite
714, Fayetteville, NC 28301, within in 90 days of the receipt of this letter. if you have any
questions please contact Trent Allen at [phone]. If within 90 days you are unable
to provide Trent Allen with the information you are automatically required to complete
a Wettable Acre Determination as described by Category 2 below, within 180 days
of receipt of. this letter.
1617 Mail Service Center, Raleigh, North Carolina 27699.1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Notification for Wettable Acre Determination
Animal Waste Management System
Page 2
Category 2:
❑ Your facility has been identified by the Department of Environment and Natural Resources
as a facility that may have overestimated the number of acres actually receiving animal
waste. Therefore, some or all of your fields may be exceeding the allowable loading rates
set in your Certified Animal Waste Management Plan.
In order to resolve this issue, please contact a designated Technical Specialist to have him
or her conduct a Wettable Acre Determination for your facility. The Technical Specialist must
be one that has been approved by the Soil and Water Conservation Commission to conduct
Wettable Acre Determinations. Many Technical Specialist with the N.C. Cooperative Extension
Service, the Soil and Water Conservation Districts, the Natural Resources Conservation
Service, and the Division of Soil and Water Conservation have received this special
designation. You may also contact a private Technical Specialist who has received this
designation, or a Professional Engineer.
All needed modifications to your Animal Waste Management System must be made and
the Wettable Acres Determination Certification must be returned to DWQ within the next
180 days. If the needed modifications are not made and if the form is not returned within the
required time, DWQ will be forced to take appropriate enforcement actions to bring this facility
into compliance. These actions may include civil penalty assessments, permit revocation,
and/or injunctive relief.
Once a Wettable Acre Determination has been completed, a copy of the attached Wettable
Acre Determination Certification must be submitted to the address listed on the form. Please
note that both the owner and the Technical Specialist must sign the certification. A copy of all
the Wettable Acre Determination documentation that applies to your Waste Utilization Plan
must be kept at your facility. DWQ and the Division of Soil & Water Conservation Staff will
review all documentation during their annual visit of your facility. An additional copy must by
kept on file at the local Soil & Water Conservation District Office. Please note that if you install
or modify your irrigation system, a designated Irrigation Specialist or a Professional Engineer
must also sign the Wettable Acre Determination Certification.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Sonya Avant of our
Central Office staff at [phone] ext. 571.
Sincerely,
Ih
. T
Wor p e, th.
cc: Fayetteville Regional Office
Sampson County Soil and Water Conservation District
Facility File
Coharie Farms

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
November 23, 1998
D.M. Faircloth RECEIVwEn
Faircloth &()wens
PO Box 496
Clinton NC 28329 NriV 2 3 1998
Dear D.M.-Faircloth:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND MexuRAL RESOURCES
FAME-rTEVILLE Subject: Certificate of Coverage No. AWS820183
REG. OFFICE Faircloth & Owens
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your application received on August 18, 1998, we are forwarding this
Certificate of Coverage (COC) issued to D.M. Faircloth, authorizing the operation of the subject animal
waste collection, treatment, storage and land application system in accordance with . General Permit
AWG 100000. This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the Faircloth & Owens Farm, located in Sampson County, with
an animal capacity of no greater than 300 Farrow to Finish and the application to land as specified in the
Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS
143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. -A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal.Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS820183
Faircloth & Owens
Page 2
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
M
The subject farm is located in the Fayetteville Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. If you need additional information concerning this
COC or the General Permit, please contact J R Joshi at [phone] ext. 363.
Sincerely,
A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Fayetteville Regional Office, Water Quality Section
Sampson County Soil and Water Conservation District
Permit File -Central Files
Permit File-NDPU

��� • /Sol
State of North Carolina
Department of Environment and Natural Resources',v-,r
Division of Water Quality0
Non -Discharge Permit Application Form j4Ul 1 d 199
(THIS FORM MA Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make: any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
GENERAL INFORMATION:
1.1 Facility Name: Faircloth & Owens
1.2 Print Land Owner's name: lauchFaireloth _f�, l=4;m/o F?,
1.3 Mailing address: PO Box 496
City, State: Clinton NC Zip: 29911r
Telephone Number (include area code): 910-592-3593
1.4 County where facility is located: Sampson
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): Location: 6 miles west of Clinton on Hwy. 24 turn
left on Fleet Cooper Rd. go 1 1/2 miles behind Elizabeth Church
1.6 Print Farm Manager's name (if different from Land Owner): Edward Owens
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): WEas
1.8 Date Facility Originally Began Operation: 01/01/72
19 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: _82^ (county number); 183 (facility number).
2.2 Operation Descnptton: Swine operation
arrow to Finish
300-.Certified Design Capacity
Is the above information correct? 25es; Fno. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum num er or which the waste management structures were designed.
Type of Swine ' No. of Animals T e of Poul2X No. of Animals Type of Cattle No. of Animals
Wean to Feeder Layer Dairy
Feeder to Finish Non -Layer Beef
Farrow to Wean (# sow) Turkey
Farrow to Feeder (# sow)
Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 5/28/98
Page 1 of 4 82 -183

IF w
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 41.6 59:'90-- • Required Acreage (as listed in the AWMP): 22
2.4 Number o a on storage ponds (circle which is applicable): 3
2.5 Are subsurface drains present within 100' of any of the application fields? YES or (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagooti(s)? YES or(o (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
O)or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited?
What was the date that this facility's land application areas were sited?
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants Initials
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations; Dfh�
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied; 40M�r—
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 Page 2 of 4 82 -183

Facility Number: 82 - 183 f fiG 1 8 i998
Facility Name: Faircloth & Owens
4. APPLICANT'S CERTIFICATION: ion-�3i r°ha'��`''�:
1, D. A (Land Owner's name listed in question 1.2), attest that
this application for r-w (A �— D we.,.s (Facility name listed in question 1.1)
has been reviewed by me and is accurate and compete to the best of my ow a ge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be r0eturned to incomplete.
Signature .72 Date
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1, 5-0(i-ald DwIL, $ (Manager's name listed in question 1.6), attest that this
application for Fa; �c4 P' � 1�.,,e, (Facility name listed in question I.1)
has been reviewe byc� me ands is acc rate comp ete to a best o myknowledge. I understand that if all required parts of this
application are not cc leted and at i I required supporting information and attachments are not included, this application
package will be r d as inco let f
Signature Date D"7
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 82 -183

WASTE UTILIZATION PLAN
Coharle Hog Farm = f' -� 1,
Monday, September 15, 1997
Producer: D. M. FAIRCLOTH > 1998
Farm Name: FAIRCLOTH & OWENS _
P.O. BOX 496
CLINTON,NC 28329
n
Telephone # : [phone]
Type of Operation : Farrow to Finish Swine
Number of Animals: 300 sows design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis report
from your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1 of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
.F 300 sows X 19.9 tons wastelsowslyear = 5970 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
300 sows X 26 Ibs PAN/sows/year = 7800 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner. 6
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LOS AW COMM ACRES LOS AW APPLIC.
DETERMINING PHASE CODE NIACRE NIACRE USED TIME
3787
4
NORFOLK 2-6%
BH
6.1
305
0
35.5
10827.6
MAR-OCT
3787
4
NORFOLK 2-6%
SG
1
100
0
35.5
3550
SEP-MAY
3787
4.1
WAGRAM 0-6%
BH
5.5
275
0
11.5
3162.5
MAR-OCT
3787
- 4.1
WAGRAM 0-6%
SG
1
100
0
11.5
1150
SEP-MAY
TOTALS: 18690
y Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow '
summer annuals.
" Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2 of 9

TABLE 2 : ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
q
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
" Indicates a Crop Rotation
r
• Acreage figures may exceed total acreage in field due to overseeding.
"" Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP
BH HYBRID BERMUDAGRASS-HAY
SG SMALL GRAIN OVERSEEDED
UNITS LBS NIUNIT
TONS 50
AC 50
Page 3 of 9

TOTALS FROM TABLES 1 AND 2
ACRES LRS AW
N USED
TABLE 1 47 18,690
TOTALS. 471 18,690
AMOUNT OF N PRODUCED: 7,800
"* BALANCE-10,890
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in
the fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 1290 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.6 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE (In/hr) AMT (inches)
3787
-4.1
WAGRAM 0-6%
5G
0.60
'1
3787
4.1
WAGRAM 0-6%
SH
0.66
*1
3787
-4
NORFOLK 2-6%
SG
0.50
*1
i3787
4
NORFOLK 2-6%
BH
0.50
*1
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4 of 9

NARRATIVE OF OPERATION
This is the plan developed in July 1994, placed on the current format.
Page 5 of 9

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions, and
level of management, unless there are regulations that restrict the rate of application for
other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Altemative Conservation System (ACS). If an ACS is used the soil loss shall be no
greater than 10 tons per acre per year and appropriate filter strips will be used where runoff
leaves the field. These filter strips will be in addition to "Buffers" required by DEM. (See
FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference -
Environment file for guidance.)
*7. Liquid waste shah be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
the outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from anv residential orooertv boundary
Page 6 of 9

-and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste
other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or
drift from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If -animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be adjusted
for optimum crop production amd maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
Page 7 of 9

23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
Liquid Systems
Page 8 of 9

NAME OF FARM: FAIRCLOTH & OWENS
OWNER 1 MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWN D. M. FAIRCLOTH
SIGNATU DATE:
NAME OF MANAGER (if different from owner):
please print
SIGNATUR . 'Wlr DATE: 1- I S"%7
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Coharie Hog Farm
ADDRESS (AGENCY): 300 Westover Rd.
Clinton, NC 28328
( 10) 592-1122
SIGNATURE: DATE:
Page 8 of 8

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Swine Farm Waste Management Odor Control Checklist
Source Cause DMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production M Vegetative or wooded buffers;
O Recommended best management practices;
O Good judgment and common sense
Animal body surfaces * Dirty manure -covered animals If Dry floors
Floor surfaces • Wet manure -covered floors ® Slotted floors;
M Waterers located over slotted floors;
■ Feeders at high end of solid floors;
❑ Scrape manure buildup from floors;
■ Underfloor ventilation for drying
Manure collection pits • Urine; M Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
■ Underfloor ventilation
Ventilation exhaust fans • Volatile gases; ■ Fan maintenance;
Dust O Efficient air movement
Indoor surfaces Dust a Washdown between groups of animals;
a Feed additives;
CI Feeder covers;
❑ Feed delivery downspout extenders to feeder
covers
Flush tanks * Agitation of recycled lagoon ❑ Flush lank covers;
liquid while tanks are filling ❑ Extend fill lines to near bottom of tanks with
anli-siphon vents
Flush alleys * Agitation during wastewater ■ Underfloor flush with underfloor ventilation
conveyance
Pit recharge points *� Agitation of recycled lagoon CI Extend recharge lines to near botloni of 'pits
liquid while pits arc filling with anti-siplton vents
Lift stations * Agitation during sump lank ❑ Sump lank covers
filling and drawdown
Outside drain collection * Agitation during wastewater ❑ Box covers '
or junction boxes conveyance ,
AMOC - November 11, 1996, Page 3

Source Cause BMPs to Minimize Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater ❑ Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; ■ Proper lagoon liquid capacity;
• Biological tnixinng; ❑ Correct lagoon startup procedures;
0 Agitation ❑ Minimum surface area -to -volume ratio;
■ Miaimurn agitation wErcn:punnping;
❑ Mechanical aeration;
Cl Proven biological additives
Irrigation sprinkler . High pressure agitation; 0 Irrigate on dry clays with little or no wind; Wo" I✓V-., ea, /f fL,.tr
nozzles Wind drift W Mininnum rccontmncndcd operating pressure;
® Pump intake near lagoon liquid surface;
❑ Puunp from second -stage lagoon
Storage lank or basin • Partial microbial decomposition; Cl Bottom or midlevel loading;
surface . Mixing while filling; ❑ 'Tank covers;
• Agitation when emptying ❑ Basin surface mats of solids;
❑
Proven biological additives or oxidants
Scaling basin surface •
Partial microbial decomposition;
❑
Extend drainpipe outlets underneath liquid
•
Mixing while filling;
level;
•
Agitation when emptying
Cl
Remove settled solids regularly
Manure, slurry or sludge •
Agitation when spreading;
0
Soil injection of slurry/sludges;
spreader outlets .
Volatile gas emissions
❑
Wash residual manure from spreader after use;
❑
Proven biological additives or oxidants
Uncovered tnanure, •
Volatile gas emissions while
❑
Soil injection of slurry/sludbes
slurry or sludge on field
drying
❑
-Soil incorporation within 48 Inrs.;
surfaces
.�
❑
Spread in thin uniforan layers for rapid dryitlg;
❑
Proven biological additives or oxidants .
Dead animals + Carcass decomposition 0 Proper disposition of carcasses
Dead aninnal disposal . Carcass decomposition Cl Complete covering of carcasses in burial pits;
pits ❑ Proper locatiunticoustruction of disposal pits
lncineral :,rs + Incomplete combustion 0 Secondary stack burners
AMOC - November 11, 1996, Page 4

Source Cause DMPs to Minimize Odor Site Specific Practices
Standing water around • Improper drainage; 17 Grade and landscape such that water drains
facilities . Microbial decomposition of away from Facilities
organic matter
Manure tracked onto • Poorly maintained access roads O Farm access road maintenance
public roads from farm
access
Additional Information: Available From :
Swine Manure Management ; 0200 Rule,/BMP Packet - NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies , EDAE Fact Sheet NCSU-BAE
Swinc Production Facility Manure Management: Pit Recilarge - Lagoon Treatment ; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment ; EBAE 129-88 NCSU - BAE
Lagoon Dcsign and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU - BAE
Calibration of Manure and Wastewater Application Equipment ; EBAE Fact Slice[ NCSU - BAE
Controlling Odors from Swine Buildings; P114-33 NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO 107, 1995 Conference Proceedings Florida Cooperative Extension
AMOC - November 11, 1996, Page 5

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Flush Gutters Accumulation of solids O Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
■ Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids ® Maintain lagoons, sealing basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of na more than 6 -
8 incites over more than 30/9 of surface.
Excessive Vegetative • Decaying vegetation ■ Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watces edge on impoundment's perimeter.
Dry Systems
Feeders %1 hid T,_fo • Feed Spillage F Design. operate and maintain feed systems (e.g., u
bunkers and troughs) to minimize the
accumulation of decaying wastage.
Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter).
Feed Storage • Accumulations of feed residues f] Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e_g.,
covered bin for bmwees grain and similar high
moisture grain products).
0 Inspect for and remove or break up accumulated
solids in filter strips around fccd storage as
needed.
AMIC -November 11. 1996, Page I

Source Cause
Animal Holding Areas Accumulations of animal wastes t7
and feed wastage
Dry Manure Handling Accumulations of animal wastes Q
Systems
17
C7
IIMPs to Control Insects. Sile Specific Practices
Eliminate low areas that trap moisture along
fences and other locations where waste
accumulates and disturbance by animals is
minimal. ,
Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Remove spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
Provide for adequate drainage around manure
stockpiles.
Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613.
AMIC - November 11. 1996, Page 2

Mortality Management Methods
(check which method(s) are being implemented)
❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
Rendering at a rendering plant licensed under G.S. I06-168.7
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
❑ Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 18, 1996

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ 1/0 & - s4 I
EMERGENCY MANAGEMENT SYSTEM , .5-93 - d f 16 ILL
SWCD - fq-t - 714 3
MRCS .2-7
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering Iagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all Ieaks prior to restarting pumps.
D: Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irritation pump.
c. Make sure no siphon occurs.
d. Stop all flo xs in the house, flush systems, or solid separators.
1 December 18, 1996

e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage,
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ {Division of Water Quality)
regional office; Phone - After hours, emergency number- 919-733-3942.
Your phone tali should include: your name, facility, telephone number, the details
of the incident from item 2 above, the exact location of the facility, the location or
direction of movement of the spill, weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number -
c. instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number
and local NRCS office for advice/technical assistance phone number - -
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off -site
damage. r
a. Contractors Name: _..,14r Y? a -7-r e- 6-'rac[ Zs
b. Contractors Address: , C !: , 4 N'C
c. Contractors Phone:
2 December 18, 1996

6: Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.) a. Name: `/�
u--+'5
b. Phone t A. — v
7: implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
P
3 December 18, 1996

i
Operator: Faircloth & Owens County: Sampson
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
300 sows (farrow to finish) x
1417 lbs.
0 sows (farrow to feeder) x
522 lbs.
0 head (finishing only) x
135 lbs.
0 sows (farrow to wean) x
433 lbs.
0 head (wean to feeder) x
30 lbs.
Describe other:
Total Average Live Weight
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Date: 05/23/96
1200.0 feet
Volume = 425100 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CFllb. ALW
Volume = 425100 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)
249.0
Inside top width (feet) --------
249.0
Top of dike elevation (feet)-----------------
50.0
Bottom of lagoon elevation (feet)-------
36.5
Freeboard (feet)
1.0
Side slopes (inside lagoon)------------
2.0 : 1
425100 lbs
0 lbs
0 lbs
0 lbs
0 lbs
0
425100 lbs
Total design volume using prismoidal formula
SS/ENDI SSIEND2 SS/SIDE1 SSISIDE2 LENGTH WIDTH DEPTH
2.0 2.0 2.0 2.0 245.0 245.0 12.5
AREA OF TOP
LENGTH * WIDTH =
245.0 245.0
AREA OF BOTTOM
LENGTH * WIDTH =
195.0 195.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
220.0 220.0
60025 (AREA OF TOP)
38025 (AREA OF BOTTOM)
193600 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
60025.0 193600.0 38025.0 2.1

Total Designed Volume Available = 607604 CU. FT.
5. TEMPORARY STORAGE REQUIRED
7
DRAINAGE AREA:
Lagoon (top of dike)
Length " Width =
249.0 249.0 62001.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area
TOTAL DA 62001.0 square feet
Design temporary storage period to riod to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
Volume = 425100 Ibs. ALW/135 Ibs. ALW " 1.37 gal/day
Volume = 776516 gals. or 103812.3 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
1.37
180 days
Volume = 0.0 gallons/day180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
r
Use period of time when rainfall exc ds evaporation by largest amount.
180 days excess rainfall - 7.0 inches
Volume = 7.0 In " DA / 12 inches per foot
Volume = 36167.3 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot " DA

Volume = 36167.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 103812 cubic feet
5B. 0 cubic feet
5C. 36167 cubic feet
5D. 36167 cubic feet
TOTAL 176147 cubic feet
6. SUMMARY
Temporary storage period====.-====_---________>
Rainfall in excess of evaporation=====______>
25 year - 24 hour rainfall====_____________=>
Freeboard=====------------------------------>
Side
Inside top length=====___==_________________>
Inside top width===_________________________>
Top of dike
Bottom of lagoon elevation__________________>
Total required volume=====__=_==========___=>
Actual design volume=====___________________>
Seasonal high watertable elevation (SHWT)===>
Stop pumping
Must be > or = to the SHWT elev.====____ =>
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume=====______>
Volume at stop pumping elevation=====______=>
Start pumping
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
Volume at start pumping elevation=====______>
Required volume to be pumped=====___________>
Actual volume planned to be pumped=====_____>
Min. thickness of soil liner when required==>
7. DESIGNED BY: A PR ED B .
DATE: ATE:
5 13, rG
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: IA. 14 I4 --[ a 3 I,49on s
180
7.0
7.0
1.0
2.0
249.0
249.0
50.0
36.5
601247
607604
45.5
45.9
45.5
42.5
425100
428083
48.4
days
inches
inches
feet
:1
feet
feet
feet
feet
cu. ft.
cu, ft.
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
571437 cu. ft.
569001 cu. ft.
139980 cu. ft.
140918 cu. ft.
2.0 feet

lit
04
fit
Dr
f F
E
46
OL
as
7c a C, 0 7-/l C-i 54&
P - / 0

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especia y� � ��'��
important to manage levels so that you do not have problems during extended.`any and
wet periods.
, V:1mum storage capacity should be available In the lagoon for periods when the
receiving crop is dormant.(such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. in the late surnmer/early Pali the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as ,he weather and waste
utilization plan will allow it.
Waiti-g until the lagoon has reached its maximum storage capacity before starting to
i-rigate does not leave room for storing excess L%,ater during extended wet periods.
Over,low trorn the lagoon for any reason except a 25-year, 2-4-hour storm is a violation of ,
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. T'r.is should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chernicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during'the initial filling of
the lagoon and at least monthly and art r major rainfall and storm events. Items to be
Checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes —look for:
1. separation of joints
2. cracks or Breaks
3, accumulation of salts or minerals
overall condition of Pipes

Lagoon surfacer—icak for:
I . undesirable vegetative growth
r 2. floating or lodged debris
Embankment ---look for:
] . settlement, cracking, or "14g" holes
. 2, side slope stab ili;y,siumps or bulges
3. 1 wet or damp areas on the back slope
-4. erosion due to lack of vegetation or as a reswit of wave action
5. rodent damage
Larger lagoons rnay,be subject to liner damage due to wave F.—ion caused by strong
winos. These waves can erode the lagoon sidewalls, thereby weakening the lagoon darn.
A good stand of vegetation will reduce the potential damage caused by wave action. if
wave action causes serious damage to a lagoon sidawall, baffles in the ?aUoon may be
Used to reduce the wave impacts. -
„nv of'these features could lead to erosion and weakening .of th? darn. if your lagoon has
any of these features, you should call an appropriate expert farniiiar with design and
ca^stluction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not oe conducted unless
recommended by an appropriate technical expert.
Transfer Pumps --check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or'a large amount of vibration, -may indicate that the pump is in,need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system r-ainter;ance at a time when your lagoon is at its 1OW level. This will allow some
sa`e , time should major repairs be required. Having a nearly ful! lagoon is not the time
to think about switching, repairing, or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry aff surface
drainage waters (such as rainfall runoff", roof drainage, gutter outlets,
and parking lot runoft� away from your lagoon anal other waste
treatment or storage structures. The only water that should be
corning from your lagoon is that which comes from: your flushing
{was.hing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the foflovdng:
1. adequate vegetation
2. diversion capacity
3.i ridge berm height

identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain, if technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the la on just prior to % hen rain is predicted, and then
record the level again 4to 6 hours after the rain (assur;nes there is no pumping).' This will
give you an idea of how much your lagoon level will rise with a certain rainfali amount
(y3u must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. if your lagoon rises excessively, you may .
have an inflow problem fron a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lanoor, Operation
Startup: :
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
?, FIJI new lagoon design treatment volume at least half full of water ber'ore
waste loading Begins, taking care not to erode lining or bank slopes.
.3. Drainpipes into the lagoon should have a flexible pipe extender on `he
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means or slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
3. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent or the full lagoon
liquid volume. T,iis seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check en the lagoon liquid pH. if the pH falls below
7.0, add agricultural lime at the rate of i pound per 'JOO dubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.3 and 8.0.
7. A dark color, lack of bubbling; and excessive odor signals inadequate
biological activity. Consultation with a techr:ical speciaiist is recommended
if these conditions occur for proion;ed periods, especially during the warm
season.
Loading,:
the more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems t,`,at wash waste into the lagoon several tirn?s daily are
optimum for treatment. Pit recharge systems, in which ene or more buildings are drained
and recharged each day, also work well.
' t. t

proper lagoon sizing,
mechanical solids separation or flushed waste,
gravity settling of flushed waste solids in an ap.propriatel•y designed basin, or
mir;imizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long `errs will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator. _ -
Mix the sludge and lagoon liquid with a chopper -agitator impeller
pump though large -bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
foragelanc; mix remain+ng sludge; pump into liquid sludge applicator; hard
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and meta# values from the liquid. The application of the sludge to fields will be
lirnited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
inta�t. l- you See soil material or the synthetic !inner material being disturbed, you should
stop the activity immediately a^d not re.u-ne until you are su`e that the sludge can be
removed without Hiller injury. If the iiner is damaged it must be -epaired as soon a✓
possible.
5ludgP removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably ae applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that i the sludge is applied to yields with very high soli -test phosphorus, it
should be applies{ only at rates equal to the crop removal of phosphorus, A.5 wGth other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The applicat;on of sludge will increase the amount of odor at the waste application site,
Extra precaution should be used to observe the wind direction anu other conditions which
could increase the concern of neighbors.

Practice water conservation —minimize building water:usage and
spillage froim leaking waterers; broken pipes and washdown through
proper rnaintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management: :
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the•maximum liquid lever (Figure Z-+).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summeriearly fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level •shou;d never be closer than: 1 foot to the lowest
point of the clam or en;bankment.
Do not pump the lagoon liquid level lower -that the permanent storage
level unless you are removing sludge.
Locate Float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as. possible.
Prevent additions of bedding materials, long-stemmed,forage or vegetation,
molded feed, plastic syringes, or other foreign rrnaterlWs into the lagoon.
Frequently -remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grove on lagoa^ darn or emba^kment.
Remove sludge from the lagoon either when the sludge storage capacity, is
;U111 or before It tills 50 percent of the perrnanen` storage volume.
if animal production is fo be terminated, the owner is responsibre for
obtaining and implementing a c!osure p,an to eliminate the possibility of a
PCIIu. tan t discharge.
e
Sludge Removal:
Pate or lagoon sludge buildup can he recuced by:

y
Possible Causes of I a:oon Failure
LdoCTrl (a;r:lis r?$l,'{t in the ur1p!ar?rLd Ci!aCi'a"g:' 0` 1ho5t9\\'s,_ irvm t'lu Mr'!f"?. Types
or railuras inck.,de leakage through Ve bottom or Si r:s arid 'Zreac-^
Barr, Q w-r'!ng. proper design and �.'v':Si�uLlf '�^. she r�rrr r'"� �a1 t!le r e.l C:`i:i S;;;
ensuring str;;c Ore safe,, ReMS \ti'F!iCh May !:-:id A Ag J7c fakr ei VMS:
&110- iif cayon o the la cor exa.nip.`e is �� f::r:: G!'j:_.rf J. a pine
:n tie darn wi:Rcwt prooer cieAgn ?;`id CDMMCJ!: . irir:s:pen III
Qcan design before plac?ng &7,y pines in.
Lagoon liquid le eis--i?igh Kids are a We, Kssk.
rai;ure to inspec- and mni,7tain the darn.
Excess sUNCe water flobv ng into the An
i ir:er integnv--rrvec` "•oirn Wet pipe SCOLring, dcrnage 6c;,-ing sludg,
removal, or rupture -rom lower ng agcon I+qt°�!d evei -ic�,� grcur,d,,.'atF.
tabie.
NOTE: li lagoon water is allowed to overop the da7t the rnovi.ng wafer will soon cause
gullies to form in the dam. Once t'''.s damage sm , it can quickly cause a large dkchage
o±'h'astawater and possible dam failure.

- • �-• .
�rrrarnr 4T.15TR PLAIN CERTIFICATION' FOR 8=ISTXNG' PESDLOTRE f jVED
t
Pleaae return the campl'atecLfc==to. the DivIs:Lc '. of gnviroaatantal. 2inasgem `
i the add_- on,'•the: reverse- •ideu`cLLthis farm. H �' 9
l99�
_ .._.. FAC!
QweKS uiiF$,
V Name of farm (Please print)-: "' ��c d
,MFNr
Mailing Address: G
U�MIT
Phone No.
County (of. farm)
Farm location: Latitude_ and Longitude:, °�/ 'off" 121'2' 2" (required) .. Also,
please attach-. •'a• copy- of."a•=county_-road•-map; with-+lo ation identified.
Type of operation- (swine,:•layer,_ dairy, ._
Design capacity•; (numher pE,animals) : - 3dD_Jo., _ -••-
Average size of operation ' (12.-mo_nth,.pcpulation'avg ..)
_•� _
Average acreage -needed fore land application.` of waste {acres}
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_
Technical Specialist• Certification
As a technical. specialist, designated..by the.. North':..`Carol.ina Soil, and. Water._: _.
Conservation. Commission-.pursuant:.�,to .15A__NCAC•w 6F-..0005,. I_. certify, that; the r
existing':aniiii wasta management:system.:, f.o=.�the.:'faiia;;nained:al�ave. has: an_'anima.l:
;,
waste management plan that. meets,, the operation"•and:"ffia.interiance standards. and,
~
specifications :of' -the Division 'of".;EnvxronmentaT Minagees►ent -and'. the USDA -Soil' Y_3
Conservation Service and%br•=the North- Carolina'�-Soir--and Water. Conservation
Commission pursuant to 1SA NCAC_ 2H.0217= and_-,ISA NCAC' 6F .0001-.0005. The
following elements and their corresponding minimum criteri&-have_ been verified
by me or other designated. technical specialists and. are included in'the-Gplan.as ,
applicable: minimum separations (buffers) ; adequate quantity and amount. of, lard
for waste utilization (or.',use of -third party) ; access or ownership moo `proper
waste application equipment; schedule for --timing application
_..
,oE,applicaticna;.
" rates; loading rates; and the control.' of "the' discharge•-of;'-pbliutants• from
stormwater runoff events less: .severe- than the 2S-yeas, 24-hour storm..
Norma of-TachaicaT SgaeiaTist. (Please: Print) r� s (?-, L�rw�
r Affiliation .(Agency) Calia�� t',•+s ,_ _
Address: ��� �✓21��4�� : [_4,14s 9 9�4-`2 `/Z2.2 '
Phone No:
-
Signature: Date.: 96
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.._
0waei•1H=Agar. Agreement -
I (we) understand the operation and maintenance procedures established' in the
approved animal waste management plan for .the farm named above- and will implement
these procedures. I' (we) 'know that any,expansion to the existing design capacity
of the waste treatment and storage system or construction of new facilities will
require"a.new certification to be submitted' to the Division of Environmental
Management before the new animals are stocked. I (we) also understand that there
;
'must be no. discharge of animal waste, from this . system -'to surface waters' of -:the
-
state either directly. through a man-made conveyance or.. through runoff- from.a
storm event less severe than the 2 5 -year, '2.4 -hour storm. The approved plan will`
be. filed. at.the,•farm=and- at.- the- office of the local Soil. and,Water. Conservation
District.; _.� ...
Hama of. LandOwaar.. (F ase Print) D./•i; 14,'r�F
...�.�,::
signature �: �s:._.....�::.=w_�� S ,L--l3-�d
gate:
Na-0 of xaaagor, 'f difSrAgAtl from -owner -'(Please print) "�OIL./ar� -Q1,✓C+�1 "
Signature:, ""'Date y! I?,
: _ , _
1=8: A change'in land_,ownership requires notification--or-•-a*,new`certification.._,
(if -the approved-.-Plan-IS­ changed).- within 60 days of -a. title transfer...
_
'. .�
.•�`{� .;:», a OEM USE ONLY. ACE#
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