820474_CORRESPONDENCE_20171231 (2)

NORTH CAROLINA
Department of Environmental Qual
O)N

copyrzerv?l
r. State of North Carolina fr2o
Department of Environment, Health and Natural Resources 1
R E G F i V E D Division of Water Quality
►r NMODischarge Permit Application Form / Survey
OCi 1 . ff-fORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Ge�a>�mit - Liquid Animal Waste Operations
Non
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.
Application Date: i )
I. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by sighting your initials in the space provided neat to each
item.
AAWlicants Initials
i . One completed and signed original and one copy of the application for General Permit - Animal l
Waste Operations;
2. Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed;
3. Two copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWMP, one must be completed prior to submittal of a general permit application
for animal waste operations.
II. GENERAL INFORMATION:
1. Farm's name: 2123
2_ Print Land Owners name: Carroll's Foods Inc
3. Land Owner's Mailing address: PO Box 856
City: Warsaw NC Zip: 28398
Telephone Number: 910-293-3434 _
4. County where farm is located: Sampson
5. Farm 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): On the north side of 1932 approx..8 miles from its
jatersection with SR 1933. _
6. Print Farm Mana er's name (if different from Land Owner): Q%RniE4ia41- n b T- 1r1.1 r �C- n
7. Lessee' /Integrator's name (if applicable; please circle which type is listed): S
$2-474
RECEIVED
Nov 16 1997
AE�j�E
FORM: AWO-G-E 2/26/97 Page I of 3

,. 1A. OPERATION INFORMATION:
1. Farm No.: _U-474
2. Operation Description: Swine opgration
Farrow to Feeder
1000 - Certified Design Capacity
Is the above information correct? yes; 0 no. If no, correct below using the design capacity of the facility
Tvtme of Swine Ng. of AnimalTyxa-Qf PoullEy No. of Animals Type of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
3. Acreage cleared and available for application: ; Req Jed Acreage (as listed in the CAWMP):
4. Number of Lagoons: a' Z ; Total Capacity: �%M, q_4 D Cubic Feet (0)
Number of Storage Ponds: ; Total Capacity:
5. Is animal waste being applied on any field which has subsurface drains?
6. Are subsurface drains present in the vicinity of or under time lagoon?
IV. APPLICANT'S CERTIFICATION:
Cubic Feet (ft3)
YES or g (please circle one)
YES or(please circle one)
I, tiA�O_�S �0DA'.11I C (Land Owner's name listed in question II.2), attest that
this application for C V3kk_ ► 011 `f2 . _V:AAV1A ji sj1A._3 {farm name listed in question 1I.1)
has been reviewed by me and is accurate and complete to time best of my knowledge. 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 returne me as incomplete.
Signature Date
l�o�; l�1RW 5 .ids �1Kc
V . MANAGER'S-- kk CERTIFICATION: (complete only if different from the Land Owner)
1, ki) __y c mad _ (Managers name listed in question I1.6), attest that this
application for zl'_'-N {Farm name listed in question 11.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. 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 returned as incomplete.
Signature _ 9 V Date
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
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: AWO-G-E 2/26/97 Page 2 of 3

COPY
ANL'LLL WASTE MANAGE.` 'TT PLAN CaRTIFIC-XTION POR EXISTIN. G PEEDLOTS
Please return the co=pletad fo= to the Division of ZnVi_ommQntal Hamagama:t at
the address on the reverse aide of this form.
� ,Piease print); CD! 5 a� 2 1Z3
,pcf' IV: : Pd i7Rb,uQR_ 93 5 6 _ -
Phone No.: 41a AV? j43,g
_ County (of farm):
Fars locations Latitude and Longitude: ,',��' /," (required) Also,
peas g� a copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.): '*w mF _
Design can (number of animals) : /—Cd;o �2w r-2W - . JUM
Average size of operation (12 month population avg.): ZQM 5_r s
Average acreageoneeded for land application of waste (acres): Z4, _
staaaaaa=aaas�nrcaas�as�arw�rsasra�srr:sar=rqa��:ss�aa�aaasaasa��ss�es:aArsaena=aasaas�
Technical Specialist Certification
As a technical specialist designated by the North_ Carolina Soil and Water
Conservation Commission pursuant to 1SA NCAC 6F _0005, I certify that the
existing animal waste management system for the farm named above has an animal
• rite nlaLiiagei ae nt pla.z that meets he wt =zt =.'a sta dards am
specifications of the Division of Environmental Management and the USDA -Soil
Conservation Service and/or the North Carolina Soil and Water Conservation.
Commission pursuant to I5A NCAC 2H.021'7 and 15A NCAC 6F _0001-.0005. The
following elements and their corresponding minimum criteria have been verified
by me or other designated technical spec;alists and are included in the plan as
applicable: minimum separations (buffers), adequate quantity and amount of land
for waste utilization (or use of third party); access or ownership of proper
-waste application equipment; schedule for timing of applications; application
rates; loading rates; and the control of the discharge of pollutants from
stor.rwater runoff events less severe than the 25-year, 24-hour storm.
Name of Technical Specialist (Please Print)
A_`f41iation (Agency) C'6hP1=.S_ AgWDs,._7XC
Address :,-'�-Q'ssl ;r 5356__��C�4fh+ �� _ /k� P8 Phone No.!{4
Signature: 4i 2. lGY�"V�iA► Date:'i��l��Q-?
a al���[i7iiisasaa�asaaraAl d,�ass 7/it�#ae Aalaa�yss aA yiii:i�;aa 3sas�>; xsa7ra oIIn 23a aIIWytaa��a
Owner/Hanager 1►Qseamexit
1 (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the fa_*m 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
MKanagement before the new animals are stocked. I (w.e) also understand that there
rust be nc discharge of animal waste from this system to surface waters of the
szace either directly through a mars -made conveyance or through runui.f from
storm event less severe than the 25-year, 24-hour storm. The approved plan will
be filed at the farm and at the office of the local Soil and Water Conservation
District.
Hare of La:d owr+er (Please Print) :C',,VWPW_S I&-GTY
Date:
:isms of Manager, if different from ow-ner (please print) :
_:re.
%Z •zc..-R� Date:
*iate: A charage in land ownership requires notification or a new certification.
(i- the approved plan is changed) within 60 days of a title transfer
DEM USE ONLY: ACE..4

CARROLL'S FOODS, INC.
P. O. Drawer 856
WARSAW, NORTH CAROLINA 2B398
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
Farm CARROLL'S FARM #23 (=3)
Name or Number N t-uW L A
1000 SOW FARROW TO FEEDER
Farm Description
Location
SAMPSON COUNTY
Company Farm X.
Contract Grower

Description of Upgrades to Farm 2123
This farm is an older existing 1000 sow farrow -to -feeder emit with one existing
lagoon which does not have adequate capacity. The existing lagoon would accommodate
238 sows (farrow -to -feeder) with 180 days temporary storage. See following 9 pages.
A new lagoon sized to accommodate 762 sows farrow -to -feeder (1000 sows - 238
sows = 762 sows) with proper permanent storage/treatment and 180 days storage is
needed and the attached design shows the design details.
Upon completion of the new lagoon, waste flow from 762 sows will be diverted to
the new lagoon.
Attachment

� �K�ST7ti[� � mac] rLTy
Operator:FARM 2123 County: SAMPSON Date: 03/04/96
Distance to nearest residence (other than owner): 0.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
„v,g�sows (farrow to Finish) x 1417 lbs. - 0 lbs
238;*ws (farrow to feeder) x 522 lbs. - 124236 lbs
0" head (finishing only) x 135 lbs. - 0 lbs
0 sows (farrow to wean) x 433 lbs. - 0 lbs
0 head (wean to feeder) x 30 lbs. - 0 lbs
Describe other 0
Total Average Live Weig t = 124236 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 124236 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 124236 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
Inside top width (feet)----------------------
Qsm-�
Top of dike elevation (feet)-----------------
Bottom of lagoon elevation (feet) --------------
D-
Freeboard (feet) ----------------------------
1.0
Side slopes (inside lagoon)------------------
3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDEI SS/SIDE2 LENGTH
WIDTH DEPTH
3.0 3.0 3.0 3.0 179.0
149.0 11.0
AREA OF TOP
LENGTH * WIDTH =
179.0 149.0
AREA OF BOTTOM
LENGTH * WIDTH =
113.0 83.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
146.0 116.0
26671 (AREA OF TOP)
9379 (AREA OF BOTTOM)
67744 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) -+- AREA BOTTOMO * DEPTH/6
26671.0 67744.0 9379.0 1.8
Total Designed Volume Available = 190289 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
185.0 155.0 28675.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 28675.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 124236 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 226938 gals. or 30339.3 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.
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 = 16727.1 cubic feet

5D. volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 16727.1 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
30339
cubic
feet =
5B.
0
cubic
feet
5C.
16727
cubic
feet
5D.
16727
cubic
feet
TOTAL 63793 cubic feet
C�ookii 10.1`
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=====____-_______ _____________>
3.0
1
Inside top length=================== -------- >
185.0
feet
Inside top width==========_ ================>
155.0
feet
Top of dike elevation==== =_ ===============>
50.0
feet
Bottom of lagoon elevation=--=============>
38.0
feet
Total required volume===-=_======= =----____>
188029
cu ft.
Actual design volume=====- =---=---_ __-____=>
�-
,-I
1� ��90289�Cu. ,ft.
*
�
Seasonal high watertable elevation (SHWT)===>
41, ""d� 0
-fe"t'
Stop pumping elev. ==========________________>
0. 0
feet
Must be > or = to the SHWT elev.==========>
0.0
feet
Must be > or = to min. req. treatment el.=>
44.0
feet
Required minimum treatment volume=== =_ ====>
124236
cu. ft.
Volume at stop pumping elevation============>
-165794
cu. ft.
Start pumping elev._--_---__-_---___-_-_____>
0.0
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
173562
cu. ft.
Volume at start pumping elevation===========>
-165794
cu. ft.
Required volume to be pumped======== ---------- >
47066
cu. ft.
Actual volume planned to be pumped==========>
0
cu. ft.
Min. thickness of soil liner when required==>
1.8
feet
7. DESIGNED BY:
DATE:
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

-` &TAIC
Operator:FARM 2123 County: SAMPSON
Date:
03/04/96
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
2pg0 sbws (farrow to feeder)
x 522
lbs. =
522000
lbs
0 head (finishing only)
x 135
lbs. =
0
lbs
0 sows (farrow to wean)
x 433
lbs. -
0
lbs
0 head (wean to feeder)
x 30
lbs. =
0
lbs
Describe other
0
Total
Average Live Weig -
522000
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME
OF LAGOON
Volume = 522000 lbs. ALW x
Treatment Volume(CF)/lb.
ALW
Treatment Volume(CF)/lb. ALW
=
1 CF/lb. ALW
Volume = 522000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- M .�
Inside top width (feet) ----------------------
Top of dike elevation (feet)----------------- U_
Bottom of lagoon elevation (feet)------------ i
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 295.0 295.0 11.0
AREA OF TOP
LENGTH * WIDTH =
295.0 295.0
AREA OF BOTTOM
LENGTH * WIDTH =
229.0 229.0
87025 (AREA OF TOP)
52441 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
262.0 262.0 274576 (AREA OF MIDSECTION * 4)
CU. FT. = P,AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
87025.0 274576.0 52441.0 1.8
Total Designed Volume Available = 759077 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width
301.0 301.0 90601.0 square feet
Buildings (roof and lot water)
0.0 square feet
Describe this area.
TOTAL DA 90601.0 square feet
Design temporary storage period to be
180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per
135 lb. ALW 1.37
Volume = 522000 lbs. ALW/135 lbs. ALW *
1.37 gal/day 180 days
Volume - 953520 gals. or 127475.9 cubic feet
55. 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 = 52850.6 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 52850.6 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
127476
cubic
feet
5B.
0
cubic
feet
5C.
52851
cubic
feet
5D.
52851
cubic
feet
TOTAL 233177 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_________________________________>
3.0
. 1
Inside top length=====_______=____ =________>
301.0
feet
Inside top width=====_______________________>
301.0
feet
Top of dike elevation=______________________>
50.0
feet
Bottom of lagoon elevation==_______________>.c;get
Total required volume==_____________________>
T,55T777=cu. ft.
Actual design volume==_________________ ____>
y5� EkTr cu. ft.
Seasonal high watertable�elevation (SHWT)===>
0.0 feet
Stop pumping elev.--------------------------
0.0
feet
Must be > or = to the SHWT elev.====______>
0.0
feet
Must be > or = to min. req. treatment el.=>
44.0
feet
Required minimum treatment volume=====______>
522000
cu. ft.
Volume at stop pumping elevation=====_______>
-667166
cu. ft.
Start pumping elev.==--------
0.0
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
706226
cu. ft.
Volume at start pumping elevation=====___=__>
-667166
cu. ft.
Required volume to be pumped======__________>
180327
cu. ft.
Actual volume planned to be pumped=====_____>
0
cu. ft.
Min. thickness of soil liner when required==>
1.8
feet
7. DESIGNED BY:
DATE:
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

S �~
Operator:FARM 2123 County: SAMPSON
Date:
03/04/96
Distance to nearest residence (other
than owner):
0.0
feet
1. AVERAGE LIVE WEIGHT (ALW)
ws (farrow to finish)
x 1417
lbs. =
0
lbs
Z38.r 1069ws (farrow to feeder)
x 522
lbs. =
397764
lbs
0 head (finishing only)
x 135
lbs.
0
lbs
0 sows (farrow to wean)
x 433
lbs. _
0
lbs
0 head (wean to feeder)
x 30.lbs.
=
0
lbs
Describe other
0
Total
Average Live Weig t =
397764
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME
OF LAGOON
Volume = 397764 lbs. ALW x
Treatment Volume(CF)/lb.
ALW
Treatment Volume(CF)/lb. ALW
=
1 CF/lb. ALW
Volume = 397764 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside
top length ( feet) ---------------------
168,�0
Inside
top width (feet) ----------------------
,6-a.
Top of
dike elevation (feet) ------------------
5a D
Bottom
of lagoon elevation (feet) -------------
380
Freeboard ( feet) ---_..-----------------------
Side slopes ( inside lagoon) ------------------- 3.0 . 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 262.0 262.0 11.0
AREA OF TOP
LENGTH * WIDTH
262.0 262.0
AREA OF BOTTOM
LENGTH * WIDTH =
196.0 196.0
68644 (AREA OF TOP)
38416 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
229.0 229.0 209764 (AREA OF MIDSECTION * 4)
CU. FT. = XAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
68644.0 209764.0 38416.0 1.8
Total Designed Volume Available = 580844 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
268.0 268.0 71824.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 71824.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 397764 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 726582 gals. or 97136.7 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 *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
per CF
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 = 41897.3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 41897.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
97137
cubic
feet
5B.
0
cubic
feet
5C.
41897
cubic
feet
5D.
41897
cubic
feet
TOTAL 180931 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========= ---- =========__=========>
3.0
1
Inside top length=================== -------- >
268.0
feet
Inside top width==================== -------- >
268.0
feet
Top of dike elevation=======_ ==============>
50.0
feet
Bottom of lagoon elevation==================>
38.0
feet
Total required volume=======================>
5786cu. t.
�808' �
Actual design volume========================>
0
cu, ft.
Seasonal high watertable elevation (SHWT)===>
0
feet
Stop pumping elev. --________________________>
0.0
feet
Must be > or = to the SHWT elev.== =======>
0.0
feet
Must be > or = to min. req. treatment el.=>
44.0
feet
Required minimum treatment volume===========>
397764
cu. ft.
Volume at stop pumping elevation============>
-420128
cu. ft.
Start pumping elev.=========----------- __-=>
0.0
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
538947
cu. ft.
Volume at start pumping elevation===========>
-420128
cu. ft.
Required volume to be
139034
cu. ft.
Actual volume planned to be pumped=======_ =>
0
cu. ft.
Min. thickness of soil liner when required =>
1.8
feet
7. DESIGNED BY:
DATE:
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

EMERGENCY ACTION PLAN
�• •a AHIM H.1
DWQ - 4 9 jj_ 1ffqj
EMERGENCY MANAGEMENT SYSTEM -3 3
swcD:�h'
1-
NRCS 9 1 a-':Z._ jT Va
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 lagoon.
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 leaks prior to restarting pumps.
D: Leal:a2e from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c_ Nlake sure no siphon occurs.
d_ Stop all flows in the house, flush systems, or solid separators.
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 embanit3nent 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?
g. 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, tali your DWQ (Division of Water Quality)
regional office; Phone - After hours, emergency number. 9I9-733-3942.
Your phone call 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.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
2 December 18, 1996

6: Contact the technical specialist who certified the lagoon (MRCS, Consulting
Engineer, etc.)
a_ Name:
b. Phone: - -
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.
3 December 18, 1996

CARROLL'S FOODS, INC.
P. O. Drawer 856
WARSAW, NORTH CAROLINA 28398
IMPORTANT INFORMMATION
ABOUT LA -GO -ON -CONSTRUCTION
LISTED BELOW IS A BRIEF SUMMARY OF VOLUMES AND OTHER
DATA:(SEE CONTENTS OF PLAN FOR MORE INFORMATION)
EXCAVATION 19126--- cubic yards
FILL (pad & dike) 4640--- cubic yards
TOP SOIL (minimum 3" thick) 232---- cubic yards
CLAY LINER (represents a complete liner) 4215--- cubic yards
Constructed top of dam must include a minimum of 5% settlement -
EXAMPLE: 10 feet high dam will require 5% of 10 feet or 0.5 feet
fill above planned top of dam.
Clay content, thickness and compaction of liners (if required) are
very important. If the certifying technical specialist is unable
to approve the liner with normal field techniques, an independent
engineering analysis will be required (see CONSTRUCTION
SPECIFICATIONS for additional information). If an independent
engineering analysis is required, this expense will be the
responsibility of the owner/grower.
Special attention needs to be given to the seeding specifications.
The lagoon dike must be seeded according to specifications before
the system can be certified and stocked with animals. (Consult
with your NRCS Conservationist regarding mulching)

MEMORANDUM
TO: ,All Growe rs
FROM: Don Butler, Real Estate Manager
Howard Hobson, Resource Conservationist
RE: Legal requirements for swine growers in
North Carolina and how they relate to you
The facility design and waste management plan attached is of the utmost importance to
you and to Carroll's. This plan must be approved by a designated technical specialist
or Professional Engineer prior to construction start. The lagoon must be constructed
exactly as designed unless changes are approved by the original designer. The approved
plan needs to become a part of your permanent records and must be readily available
for review if and when your farm is inspected by state regulatory personnel.
When earthwork and lagoon construction is complete and the top of the dike and
outside slopes of the lagoon have been graded, seeded, and fertilized it must pass a final
inspection by a designated technical specialist in order for your farm to be certified ready
to stock animals. At the time of final construction approval, the owner and the person
certifying design, construction, and irrigation plans must sign a document called
"Animal Waste Management Plan Certification". This document must be sent to the
Department of Environmental Health and Natural Resources in Raleigh. Copies of the
signed document should be kept in your permanent rile, one copy goes to your local Soil
and Water Conservation District office for their rile, and a copy must be presented to
Carroll's Foods before any animals can be placed on your farm. The owner is
responsible for the Certification being completed and sent to the appropriate places.
Remember, NO CERTIFICATION — NO kNIMALS.
If you have any questions about the above information, please contact one of
us by calling 910-293-3434, extension 246.

l'
ATTENTION OWNER AND EARTH MOVING CONTRACTOR
PLEASE READ THIS BEFORE REVIEWING THE ATTACHED WASTE
MANAGEMENT PLAN.
This design has been prepared in accordance with USDA- Natural Resources Conservation
Service standards and properly installed, will allow certification and stocking of animals.
The following items should be discussed PRIOR to entering into a contract:
1. This design is in compliance with state and federal laws. AU changes in design may
result in non-compliance and failure to be eligible for certification. No animals can
be stocked until the lagoon construction is approved and certified to the Division of
Environmental Management (DEEM). If a Dam Safety Permit is also required by the
State, then no water or animal waste may be impounded in the lagoon until the
lagoon and dike construction are approved by the North Carolina Department of
Environment, Health and Natural Resources, Division of Land Resources (DL.R).
2. This design has taken into account data including soils, topography, wetlands,
streams, dwellings, wind direction, and owners concerns.
3. The volume shown represents excavation and fill in the lagoon and pad area. It does
NOT account for cut/fill for liners, roads, borrow areas, drainage or other related
construction activities unless specifically covered in the design.
4. Typically, the excavation volume represents the bulk of earthwork and is used for
price negotiations. All earth work beyond this amount will be worked out between
the owner and contractor, CARROLL'S DOES NOT NEGOTIATE PRICES FOR
GROWERS.
S. It is the desire of Carroll's Foods that the contractor receives a fair price for earth
work and the land owner receives a properly constructed lagoon and pad that will
meet design requirements.
6. DO NOT MAKE ANY CHANGES TO THE DESIGN OR FARM LAYOUT
UNLESS THE ORIGINAL DESIGNER IS CONSULTED AND APPROVES.
CARROLL'S FOODS ASSUMES NO RESPONSIBILITY FOR ANY DEVIATION
FROM ORIGINAL DESIGN OR CHANGES MADE ON THE SITE BY
CONTRACTOR OR ANYONE OTHER THAN CARROLL'S PERSONNEL.

SOIL INVESTIGATION TO DETERMINE SUITABILITY OF LAGOON SITE
Grower's Name
Date
CARF3ac.L-> ffi Ps SNc _
�L� w
County
State C
SKETCH OF PROPOSED LAGOON SHOWING WHERE BORINGS WERE MADE
5
A�pcu�o r"b y►Ata ,,z,-
Depth
9tiv = 49s
s BoringNumber
Ft.
1yoa
2
a a*a
4
5
6
7
8
9
10
0-1
F�1�
1-2
2-3
3-4
• ru.i SJ
.3�� r'^Z
4-5
5
M r
5-6
ml 'C
6-7
y,
s
7-8
8-9
3
c ICL
9-10
5
c
10-11
A
11-i2
12-13
* SHWT (Seasonal
High Water Table)
Signature & TitleZZ
—1aJ dl=,
Date
WIA

TYPES OF MATERIAL ENCOUNTERED IN BORING
Well graded gravels; gravel, sand mix
Poorly graded gravels
Silty gravels; gravel -sand -gilt mix
Clayey gravels; gravel-sand-cIay mix
Well graded sands; sand -gravel mix
Poorly graded sands
Silty Sands
1. Suitable material for liner is available
Remarks:
UNIFIED CLASSIFICATION
SC C
ML S
CL C
CH
MH E
OL
OH
Yes
layey sands; sand -clay mixtures
ilts; silty, very sands; sandy or clayey silt
lays of low to medium plasticity
Inorganic clays of high plasticity
lastic silts
Qrganic silts and silty clays, low plasticity
Organic clays, medium to high plasticity
2. Explain hazards requiring special attention in design (seepage, spring, rock, etc.)
?cs5,)'le. w.�k' t se "t-a' ba�Qw.
No
3. General Remarks: The soil borings for this investigation represent only that particular confined area. If during
construction, different materials are encountered, necessary modifications will be made in design. At the time of certifi-
cation, the waste treatment lagoon must meet all NRCS standards and specifications including liners, side slopes,
compaction, capacity and other requirements.
Depth Bonn Number
Ft. 11 I2 13 14 15 16 17 18 19 20
0-1
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-1 I
11-12
12-13

ID n R��I�o � 4 �*tevzda
Operator:CARROLL'S 12123 County: SAMPSON Date: 07/07/97
Has the site evaluation been completed & approved: 0.0
1. AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow to
finish)
.x
1417
lbs.
= 0
lbs
762
sows
(farrow to
feeder)
, ' x
522
lbs.
= 397764
lbs
0
head
(finishing
only)
x
135
lbs.
- 0
lbs
0
sows
(farrow to
wean)
x
433
lbs.
= 0
lbs
0
head
(wean to feeder)_,,
x
30
lbs.
= 0
lbs
Describe other :
0
lbs
Total Average Live Weight = 397764 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 266502 cubic ft (includes 0 cu. ft. add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 67818.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
Inside top width (feet) ----------------------
Top of dike elevation (feet) - --------------
Bottom of lagoon elevation (feet) ------------
Freeboard (feet) -----------------------------
Emergency spillway depth of flow(feet)-------
Sideslopes (inside lagoon)-7 ----------------
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
3.0 3.0 3.0 3.0 254.0
AREA OF TOP
LENGTH * WIDTH =
254.0 256.2
AREA OF BOTTOM
LENGTH * WIDTH =
168.5 170.7
260. 0� d- IAA EA%pr
5 0?2 �'�" d: - nod
35.00 AP ►kaly;i►.a GNtC.
a. 0 0 fWA u At d- MLe-#44 :� G
3.0 :g S[kpu91�I A�
dIR,14u�: ug .
WIDTH DEPTH
256.2 14.25
65068 (AREA OF TOP)
28758 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
211.3 213.4 180342 (AREA OF MIDSECTION * 4)
CU. FT. = .AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
65068 180342 28758 2.38
Total Designed Volume Available = 651151 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
260.0 262.2 0.0
68165.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 68165.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 397764 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 726582 gals. or 97136.7 cubic feet
5B. Volume of excess water
Volume = 2666.7 gallons/day * 180 days storage/7.48 gallons
Volume = 64172.6 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 13.3 inches
180 days rainfall 21.7 inches
Volume = 21.7 in * DA / 12 in. per ft. = 123265 cubic feet runoff
Volume = 13.3 in * lagoon DA/12 in./ft = 75720 cubic feet evap.
Volume = 47545 cubic feet

5D. Volume of 25 year 24 hour storm 7.0 in.
Volume of "Heavy Rain" 7.0 in.
Volume = 14.0 inches / 12 inches per foot * DA
Volume = 79526 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 97137 cubic feet
5B. 64173 cubic feet
5C. 47545 cubic feet
5D. 79526 cubic feet
5E. 0 cubic feet
TOTAL 288380 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall during wettest period of storage===> 21.7 inches
Evaporation during storage period=====--- =_> 13.3 inches
25 year - 24 hour rainfall_ ________________> 7.0 inches
Heavy rain=-===__-___-------__=______----- —> 7.0 inches
Freeboard=====--________1.00 feet
Side slopes=====-=--___-______--_-____=____> 3.0 : 1
Inside top length=====______________________> 260.0 feet 1Kjrk 3Qa
Inside top width===--__ _____________________> 262.2 feet b•��.�
Emergency spillway elevation(if planned)====> 49.25 feet
Top of dike elevation=== = ___ _________ ____> 50.25 feet
Bottom of lagoon elevation=====_______-----=__> 35.00 feet
Top of sludge elevation=====__-______________> 37.30 feet
Total required volume================_==_=_=> 622700 cu. ft.
Actual design volume________________________> 651151 cu. ft.
Seasonal high watertable elevation (SHWT)===> 37.00 feet
Stop pumping elev.__________________________> 44.00 feet
Must be > or = to the SHWT elev.====______> 37.00 feet
Must be > or = to min. req. treatment el.=> 41.00 feet
Min. Required treatment volume=====_________> 266502 cu. ft.
Volume at stop pumping elevation=====_______> 278320 cu. ft.
Start pumping elev.=—______________________> 47.90 feet
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heaver rainfall====> 571625 cu. ft.
Volume at start pumping elevation=====______> 566069 cu. ft.
Required volume to be pumped===== ---- =______> 208854 cu. ft.
Actual volume planned to be pumped=====_____> 216076 cu. ft.
Min. thickness of soil liner when required==> 2.1 feet
7. DESIGNED BY: j APPROVED BY:
DATE: _ DATE:

L i r trk kal UwtC-- Co Ic(,(A�`afj
5D. Volume of 25 year 24 hour storm
Volume. of "Heavy Rain" 7.0 in.
Volume = 14.0 inches / 12
Volume = 87396 cubic feet
5E. Additional volume as follows:
7.0 in.
inches per foot * DA
TOTAL REQUIRED TEMPORARY STORAGE
5A. 97137 cubic feet
5B. 64173 cubic feet
5C. 52437 cubic feet
5D. 87396 cubic feet
5E. 0 cubic feet
TOTAL 301142 cubic feet
6. SUMMARY
Temporary storage period===================>
180
days
Rainfall during wettest period of storage===>
21.7
inches
Evaporation during storage period== ==___===>
13.3
inches
25 year - 24 hour rainfall== --============>
7.0
inches
Heavy rain=====_==_--== -- ______=_�=_>
7.0
inches
Freeboard ---=- =-=---------- - =-- _-__ __- =->
1.00
feet
Side s lopes===------ --=w ---____=_- -->
3.0
1
Inside top length===-=_____-- -__=---____>
272.6
feet
Inside top width===�-------------- _____--_>
274.8
feet
Emergency spillway elevation(if planned)--=>
48.25
feet
Top of dike elevation------------------ -_>
49.25
feet
Bottom of lagoon elevation=------ - =>
32.90
feet
Top of sludge elevation===-----====__ =---_>
0.00
feet
Total required volume===-------__=_______ =__>
635462
cu. ft.
Actual design volume =====-------------------------- >
764958
cu. ft.
Seasonal high watertable elevation (SHWT)===>
0.00
feet
Stop pumping elev.-_____---_--------___---=>
0.00
feet
Must be > or = to the SHWT elev.======__>
0.00
feet
Must be > or = to min. req. treatment el.=>
38.90
feet
Min. Required treatment volume=====_ _----->
266502
cu. ft.
Volume at stop pumping elevation============>
0
cu. ft.
Start pumping elev.=-___= --- _____________>
0.00
feet
Must be at bottom of F.B. & 25 yr. rainfall
& heavy
rain
Act. vol. less 25 yr. and heavy rainfall= =>
677562
cu. ft.
Volume at start pumping elevation===========>
-301352
cu. ft.
Required volume to be pumped===== ---- =======>
213747
cu. ft.
Actual volume planned to be pumped==========>
0
cu, ft.
Min. thickness of soil liner when required==>
2.2
feet
7. DESIGNED BY: APPROVED BY:
DATE: J)-1.Q 7 DATE:
Isesty Vol W/ L.:Mean � V15st
�C-g,5Pa fit w/o L"'4e0. 65i IS
113I8al-al - y? tG c.v,.1ds.

Plot of all data for the surface:
Existing
Project: CARROLL'S FARM 2123
Drawing: VOLUME CALCULATION
Number:
Locationt
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bU: using Sitswork

.26
St
.ee
U. V..1MWG...... ..".- - ---- 11
�XCML1,�ii�l��, �tA� oOoJ
�c�► 00� I: UV6,8 1eV1W `4�'15^
It 9� 0 K& 44. D D
(�LkQ�0(0&Q( -43vkr-AC.C6
Plat of all data for the surface:
Proposed
Project: CARROLL'S FARM 2123
Drawing: VOLUME CALCULATION
Number:
Location:
Bid Data:
Engineer:
Owner:
Estimator:
Prepared bd:
using Sitework
35.ee
36.ee
49.26
48.25
-TLN* cl .-poe"kame'lp, �ft-� W'.*AI
%O kv-' Acw. AN d �kD�Ob Ld
6s11+y3 cv.r4

Surfaces: a0tJw-a CWtoo 11A`}=og �co� oUA
Prposed
Existing Tod oit i-su,d ivue-1 elt-u, gl-I5
Tight Volumes Expansion (t) Expanded Volumes Bo4o+nti r,-ltu, �•oo
Cut: 24116.78 0.00 24116.78
Fill: 0.00 0.00 0.00
Difference: 24116.78 Net Export: 24116.78 x 1'1 ► 6611153,0L 704+nl Vol.
All volumes are in cubic yards.
Grid cell size: 5.99 by 5.99
original scale: 100.00ft/in
Project: CARROLL'S FARM 2123
Drawing: VOLUME CALCULATION
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

OPERATION AND MAINTENANCE PLAN SHEET 1 of 2
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
f1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heavy rain factor. The volume of waste generated from a given number
of animals will be fairly -constant throughout the year and from year to
year, but excess rainfall will vary from year to year. The heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 47.90 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 44.00 . This temporary
storage less 25 yr and heavy rain contains 208646 cubic feet or
1560675 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
5. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. if sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.

SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
------------------------
The foundation area.of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction equipment shall travel in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot"
or taming roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 2.1 ft..
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a NRCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 3
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material unless otherwise specified. When smooth
or hard, the previous lift shall be scarified and moistened as needed
before placement of the next lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a taming or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding_ Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When specified, the contractor shall construct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations

SHEET 3 OF 3
and the side slopes shall be 1:1 or flatter. When tile drains are
encountered, the tile shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a the line exists above the embankment it shall be
rerouted around the lagoon in an approved location. Backfilling
and compaction in the trench shall be in accordance with the EXCAVATION
AND EARTHFILL PLACEMENT requirements.
BOTTOM AND EDGES
The bottom of all lagoons shall be approximately level. The side
slopes shall be uniform from top to bottom. Scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping roller to decrease the permeability
of the finished bottom and side slopes.
QUALITY ASSURANCE
-----------------
During construction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
as necessary to verify proper construction. Testing will be required
as deemed necessary by the inspector and/or designer.
During construction of a clay liner, a qualified construction
inspector as designated by the designer must be on site during con-
struction as necessary to verify the liner is installed in accordance
with NRCS South National Technical Center (SNTC) Technical Note
716 (Revised September 1993). In the absence of supervision of
construction by a qualified inspector, the liner must be tested to
verify a maximum hydraulic conductivity of 0.000001.25 cm/sec.
When testing is required, the owner will be responsible for furnish-
ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
performed by a certified laboratory.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
12.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1500.0 LBS.-OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
3.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
150.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK -TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Swine Confinement
Building
Finished Floor Elev,
Top pad Elev,
TYPICAL CRC JS=SECTION
Single Stage Lagoon -Pit Recharge Design
SO, w� oA9 N County, NC
C 010-d r T--tAkVIn e i.3
Total Design Storage Elev.
Invert Outlet Pipe Elev. yI.�Ss
Stop Pump Elev. q q,
Bottom Elev. 325, r)
g!! Pipe r
===
Invert Elev. 42.1 Support post
\
�-
E-ir'V4•ot4 of l Vl AIg 1tI-
co►��r��-4 �� ��,,s roundj':1,
FT. DESIGN MIN. CLAY LINER THICKNESS
.'
areas of unsuitable malerlal encounlered durfng3nslrucilon
of lagoon slopes and bottom will be excavated belovt grade (for
the inlnimum clay liner Ihlckness), backfilled (with approved soil
material) & compacled (to clay liner conslrucllonpedfi ecal;IonB
Its design) ..... see soils Investigation !� ''
i p, ft.
GO
Settled I op Dam
Add 5% Settleme
Constructed Top C
1 1
1 L
� 1 t
1 1
I 4
Core
Trends
Remove overburden material and
establish einbankmenllcore on Grin
sail malerlal....see soils Investigation
R. rlodan, NAC9 12J95t

Orientations 138.E Z Magnifications 14.3 Inclinations 20.0
62.
60.
48.
46.
44.
42.
40.
Upper Right
3D Mesh Surface
Existing
Project: CARROLL'S FARM 2123
Drawing: NEW LAGOON -RETROFIT
Numbers
Locations
Bid Dates
Engineers
Dwners
Eetimetars
Prepared bW: using Sitework
3D Mash Surface

4
orientation: -45.0
52.0
60.0
48.0
46.8
44.0
42.0
46.9
Lower Left
Z Mmanificatiant 17.3
30 Mash Surface
Existing
Project; CARROLL'S FARM 2123
Drawing: NEW LAGOON -RETROFIT
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator;
Prepared bU: using Sitework
Inclination: 29.0
3D Mash Surface

aaUII
Plot of all data for the surface:
Existing
Project: CARROLL'S FARM 2123
Drawing. NEW LAGOON -RETROFIT
Number:
Location:
Did Date:
Engineer:
Owners
Estimator)
Prepared by: using 5itswork
.99

Orisntationl -45.0
66.0
60.0
46.0
40.0
36.0
30.0
Lower Left
Z Magnification: 8.6
3D Mesh Surface
Proposed
Project: CARROLL'S FARM 2123
Drawing: NEW LAGOON -RETROFIT
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bW:
using Sitework
Inciination: 20.0
30 Mesh Surface

Surfaces:
Proposed
Existing
Tight Volumes
Cut: 19126.12
Fill: 4640.57
Difference: 14485.55
All volumes are in cubic yards.
Grid cell size: 6.03 by 5.96
Original scale: 100.00ft/in
Project: CARROLL'S FARM 2123
Drawing: NEW LAGOON -RETROFIT
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework
e14 tL-+ -, OAVV I M Mtrb I=o k- ?+0Lo10_,_+
Expansion (%) Expanded Volumes
0.00 19126.12
30.00 6032.74
Net Export: 13093.38
`T1�;� u � d � +nn� c� ors �.► a-`�-
i Ne.l t9d� 4VI��Rcu`}��0.
Ro�►ds oR s4-kF--k weOLK.

Dadlight
Plat of all data for the surface:
Proposed
Project: CARROLL'S FARM 2123
Drawing: NEW LAGOON -RETROFIT
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bg: using 5itswork
a.ca
SU NO
(4T.80
8s

Oswlig
: CARROLL'S FARM 2123: NEW LAGOON -RETROFIT: Proposed 07 JUL 87 1ii13 AM

60,00
46.00
40. 00
36.80
30.00
(658.66,270.40)
....... ...................... ........... ............................_.,......,....,,...,,......... ................. ........,........ Exiatina....................
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� I
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I
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.......................................................................................................................lr . `..................................... k... ,....................................................... ...
y
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s �
<229.12>
(663.17,499.48)
: CARROLL'S FARM 2123: NEW LAGOON -RETROFIT 07 JUL 07 11:13 AM

WASTE -UTILIZATION -PLAN 411�lf7
owners name--:CARROLW S §2123 County:SAMPSON
Mail Address-:P. O. BOX 856, WARSAW, N. C. 28398
Type of production unit ---- :FAR -FEED
Number of animal units-----: 1000
Type of waste facility -----:Anaerobic Lagoon
Temporary storage period---: 180 days
Method of application ------ :IRR.
Amount of animal waste produced-----------------: 7347 tons/year
Amount of plant available N produced by animals-: 6500 lbs./year
Commercial N to apply on planned acreage--------: 0 lbs./year
Your animal waste utilization plan has been specifically
developed for your swine operation.. The plan is based on the
soil types, crops to be grown, and method of application for
your particular operation. The waste must be land applied at a
specified rate to prevent pollution of surface and/or ground
water. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops
where the waste is to be applied. This waste utilization plan
uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle and annual soil tests
are 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 content of the
waste. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infiltration
rates and leaching potential. Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to planting. Soil incorporation
of waste will conserve nutrients and reduce odor problems.

Page 2
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Annual acreage
requirements may be more or less based on the waste analysis
report for your waste management facility.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract
Field
Soil Crop
Yield
Lbs. N
Acres
Lbs. N
Month to
No.
No.
Type Code
/Acre
/Unit
Used
Apply
9070
A13
AUTRYVIK
N/A
50.00
5.2
260
S-APRIL
9070
A13
AUTRYVIB
4.7
50.00
5.2
1222
MAR-OCT
9070
B10
WAGRAM K
N/A
50.00
2.0
102
S-APRIL
9070
B10
WAGRAM B
4.7
50.00
2.0
479.4
MAR-OCT
9070
A10
WAGRAM K
N/A
50.00
2.2
110
S-APRIL
9070
A10
WAGRAM B
4.7
50.00
2.2
517
MAR-OCT
9070
B9
WAGRAM K
N/A
50.00
3.9
196.5
S-APRIL
9070
B9
WAGRAM B
4.7
50.00
3.9
923.55
MAR-OCT
9070
A9
WAGRAM K
N/A
50.00
4.9
244
S-APRIL
9070
A9
WAGRAM B
4.7
50.00
4.9
1146.8
MAR-OCT
9070
D3
PAXVILLG
3
50.00
4.0
604.5
F-JUNE,S-N
9070
C3
PAXVILLG
3
50.00
3.0
454.5
F-JUNE,S-N
9070
B3
PAXVILLG
3
50.00
2.2
324
F-JUNE,S-N
9070
A3
PAXVILLG
3
50.00
1.9
279
F-JUNE,S-N
9070
B2
PAXVILLG
3
50.00
2.8
414
F-JUNE,S--N
9070
A2
PAXVILLG
3
50.00
2.3
351
F-JUNE,S-N
Total
52.7
7628
Available Nitrogen
(includes commercial)
6500
Surplus Or
Deficit
-1128
Crop codes: Crop -unit
A=Barley-bu.
B=Bermudagrass(graze)-tons
C=Bermudagrass(hay)-tons
D=Corn (grain) -bu.
E=Corn(silage)-tans
F=Cotton-lbs. lint
G=Fescue(graze)-tons
H=Fescue(hay)-tons
I=Oats-bu.
J=Rye-bu.
K=Small grain(graze)-acre
L=Small grain(hay)-acre
M =Sorghum(grain)-cwt.
W=Wheat-bu.
Y=Fescue(pasture)-tons
Z=Bermudagrass(pasture)-tons

If more commercial fertilizer is used than shown in this plan,
then additional acres of land may be needed. A three to fifteen
feet wide permanent grass filter strip should be seeded along all
ditches in fields that receive animal waste.
Additional comments:
Prepared by: �� C, uw►.�.e
Title �Olt'b Vo0d�
�ILbat o �[ er •4�
Concurred in by: saw Date: �.'!•�}�}
Pro u er
I understand that I must own or have access 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.
C . Date:
'1.7 •�9
P o u r
Technical specialist; Date: T
(Copy to producer and copy to case file)

CARROLL'S FOODS, INC.
FARM 02123 ,
1000 SOW FAR -FEEDER
2A
2.34
}? B
2.76
TOT. 5.10
3A
1.86
B
2.16
C
3.03
D
4.03
TOT.11.08
9A
4.88
B
3.93
TOT. 8.81
10A
2.20
B
2.04
TOT. 4.24
13
5.18
TOT. AC 34.41
Plat of the contour data for th■ surface:
Existing
Project:
Drawing: FARM 2123
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bU: using Sitswork

.' 11. r
WASTE UTIi,IZAnON at A►N
REQUIRED SPE=CAnONS
1. Animal waste shall not reach surfs"— wi = of the state by =Z$ drift manmade coIIVeyaIIiLS, direct appllcati=� ar
diced discharge during operation or land apph=om Any discharge of waste which reaches surface water is
prDhiblLed
2 That mist be documentation in the design folder that the producer either owns or has a notarized agreement for use of
adeauati; land on which to properly apply the waste- if the producer does not own adequate land to properly dispose of
waste, hefshe shall provide a copy of a notarized agreeniciit with a landowner who is within a reasonable proximity,
allowing him/her the use of the land for waste application his the responsibility of the owner of the facility to s==
an update of the Waste Utilization Plan when there is a change in the operation, increase in the number of animals,
method of won, 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, chniaate conditions and level of management, iciness there are regulations that
restrict the rate of application for other nutrients. Actual yields may be used in lieu of realistic yield tables at the
discretion of the planner.
4. Animal waste shall be applied an land eroding less than 5 tons per acre per year. Waste may be applied to land that is
eroding at more than 5 tons but less than 10 tons per acre per year providing grass filter snips are installed where
runoff leaves the field (See FOTG Standard 393-Filter Strips)
5. Odors can be reduc=i 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 aazs subject to flooding, it will be soil incorporated on conventionally tilled
craplamd. 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" for guidance.)
7. Liquid waste shall be applied at rates not to acc =d the soil infiltration rate such that nmoff does not occur offsisite 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 odor and flies_
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen.
9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste to
depth that would prohibit growth. The potential for salt damage from animal waste should also be considered.
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 Ioading rates on these soils should be held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Wass* shall not be applied more than 34 days prior to planting of a crop or forages breaking
dormancy -
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 caste 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 than an irrigation ditch or canal.
MRCS, NC
TUNE, 1996

WASTE UMIZATION PLAN
REQUIlt M SPECIMATIONS
(continued)
Aerial waste other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer than
25 feet to surface water. This distance may be reduced for waters that are not perennial provided adequate vegetative
filter strips are present (Sae Standard 393 - Filter Strips).
I2. Animal waste shaU not be applied closer than 100 feet firm wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-ways.
15. Animals wane shall not be discharged into surface waters, drainageways or wetlands by a discharge or by over -
spraying Animal waste may be applied to prior converted cropland provided it has been approved as a land
applications site by a "technical specialist". Animal waste applied on grassed waterways shall be at agronomic rates
and in a man= that causes no rtniaff 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 managemeent system
I7. A protective cover of appropriate vegetation will be established on all disturbed arras (lagoon embankments, berms,
pipe runs, etc.)_ Areas 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 strucMams should be inspected regularly for evidence of erosion, leakage, or discharge_
18. If amoral production at the facility is terminated, the owner is responsible for obtaining and implementing a "clostire
plW which will eliminate the possibility of an illegal discharge, pollution and crosioa
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. Auburn' 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 cons inption it should only be applied preplant with no
further applications of animal waste during the crop season.
21. Highly visible permanent markers shall be installed to mark the top and bottom clemori5 of the temporary storage
(pumping voh rne) of all waste treatment lagoons. Purnping shall be managed to maintain the liquid level between the
markers_ A marker will be required to mark the maximum storage volume for waste storage ponds_
22. Soil tests shall be made every two years and a liquid waste analysis be taken at lean twice each year content with
waste utilization plan. Poultry litter shall be tested prior to application. Soil and waste analysis records shall be kept
for five years.
23. Dead animals will be disposed of in a manner that meets NC regulations.
MRCS, NC
RUNE, 1996

North Carolina Agricultural Extension Service
Agri -Waste Management
Biological and ,Agricultural Engineering Yorth Carolina State University
LIVESTOCK WASTE SA.NIP'LING, ANALYSIS AND CALCULATION
OF LAND APPLICATION RATES
Jarnes C. Barker*
I_ SAMPLE COLLECTION
A. Semi -Solid Lot Manure
i. Scraped directly from lot into spreader
a) From loaded spreader, collect about 2 Ibs of manure from different locations using
nonmetallic collectors.
ii. From Storage
a) Collect about 2 Ibs of manure from under the surface crust avoiding bedding materials and
using nonmetallic collectors
B. Liquid Manure Slurry
i. Under -slotted -floor pit
a) Extend a '/2" nonmetallic conduit open on both ends into manure to pit floor.
b) Seal upper end of conduit (e.g., by placing a thumb over end of conduit) trapping manure
that has entered lower end, remove and empty slurry into plastic bucket or nonmetallic
container.
c) Take subsamples from 5 or more locations or at least 1 quart
d) Mix and add about % pint to nonmetallic sample container.
ii. Exterior storage basin or tank
a) Make sure manure has been well mixed with a liquid manure chopper -agitator
pump or propeller agititor.
b) Take subsamples from about 5 pit locations, from agitator pump or from manure spreader
and place in a plastic bucket.
* Professor and Extension Specialist, Biological and Agricultural Engineering
Department, North Carolina State University, Raleigh, NC

H. SAMPLE PREPARATION AND TRANSFER
A_ Place sample into an expandable container that can be sealed. Rinse residues from container with
clean water but do not use disafectanm soaps, or treat in any other way.
B. Pack sample in ice, refrigerate, fivexe, or transfer to lab quickly.
C. Haney -delivery is most reliable way of sample transfer.
D. if mailed protect sample container with packing material such as newspaper, box or package with
wraPPmg paw, and tape-
E. Commercial sample containers and mailers are also available, Contacts:
1, Ate. L Eastern Agricultural Lab, Inc.
7621 Whzrepine Road
Richmond, VA 23237
Ph_ [phone]
2. Fisher Scientific Co-
3315 Winton Road
Raleigh. NC 27604
Ph: [phone]
3. Polyfoam Packers Corp.
2320 S. Foster Avenue
Wheeling, IL 60090
Ph: [phone]
4. NASCO
901 Janesville Avenue
Fort Atkinson, WI 53538
Ph: [phone]
F- Private analytical labs are available, but sample analyses are costly.
G. The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Department of Agriculture
ii. Agronomic Division
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P. O. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Ray Campbell
W. Forward S4 along with the sample
iv. Include the following identification information with sample:
a) Livestock species (dairy, swine, turkey, etc.)
b) Livestock usage (swine -nursery, finishing, turkey-brmders, brooderhouse, grower, number
Hocks grown on litter, etc.)
c) Waste type (dairy -lot scraped manure, liquid slurry-, swine -pit slurry, lagoon liquid, sludge,
broiler -house litter, stockpile)
v. Routine analyses performed on all samples: N, P, K, Ca, Mg, Ma, S, Fe, Mn, Zn, Cu, B
vi. Additional analyses performed upon request: DM, Mo, Cd, Ni, Pb

KEEP THLS WITH YOUR CERTIFICATION AND OTHER WASTE
MANAGEMENT RECORDS
Before the end of 1996, all Carroll's company farms and grower
farms will have a new addition in their waste treatment lagoons
a LIQIIID LEVEL INDICATOR. Though simple in design, this tool
will go a long way in assisting all of us to better manage the
liquid level in our lagoons.
1. SHOW THE MAXIMUM LIQIIID LEVEL (this is the top pipe and is --
located below the 1 foot freeboard and 25 year 24 hour storm).
The newer indicators are painted red down to the maximum
liquid level. If the liquid is in the RED, the farm is out of
compliance.
2. SHOW THE HALFWAY POINT (this is the middle pipe and is 1 foot
below the maximum level and 1 foot above the minimum or stop
pumping level). Waste management operators are encouraged to
utilize this level for pumping during the spring and summer
months. This will allow extra storage for periods of wet
weather or extremely heavy rains.
3. SHOW THE MINIMUM LEVEL (stop pumping). This pipe will be 2
feet below the start pumping elevation for most lagoons.
Irrigating below this level will reduce waste treatment
and can result in odors and less breakdown of solids. It is
strongly recommended that all farms be at this level when
going into the winter months.
Like many other management tools, the liquid level indicator is
no better than the person who uses it. If even one spill can be
prevented, this effort will be worthwhile for the industry.
MAXIMUM LIQUID LEVEL START PUMPING
HALFWAY LIQUID LEVEL USE THIS LEVEL FOR BEST MANAGEMEN
MINIMUM LIQUID LEVEL STOP PUMPING

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead . Swine production Vegelative or wooded buffers;
Me'ltecommended best management practices;
C11-1tood judgment and common sense
Animal body surfaces • Dirty manurc-covered animals RDry floors
Floor surfaces • Wet manure -covered floors lotted floors;
Q--Waterers located over slotted floors;
171 Feeders at high end of solid floors;
[Y�rape manure buildup from floors;
Gl""6nderfloor ventilation for drying
Manure collection pits
•
Urine;0--frequent
manure removal by flush, pit recharge,
•
Partial microbial decomposition
or scrape;
I1-'6nderfloor ventilation
Ventilation exhaust fans
•
Volatile gases;
Fan maintenance;
Dust
M'ffficient air movement
Indoor surfaces
•
Dust
Washdown between groups of animals;
❑
Feed additives;
❑
Feeder covers;
❑
Feed delivery downspout extenders to feeder
covers
Flush tanks
•
Agitation of recycled lagoon
❑
Flush tank covers;
liquid while tanks are filling
❑
Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys
a
Agitation during wastewater
❑
Underfloor flush with underfloor ventilation
conveyance
Pit recharge points
•
Agitation of recycled lagoon
Extend recharge lines to near botiont of pits
liquid while pits are filling
with anti -siphon vents
Lift stations
•
Agitation during sump lank
Q
Sump tank covers
filling and drawdown
outside drain collection
a
Agitation during wastewater
Box covert
or junction boxes conveyance
AMOC -November 11, 1996, Page 3

Source Cause BMPs to Minimize Oder Site Specific Practices
Lift stations + Agitation during sump tank ❑ Sump tank covers
filling and drawdown
End of drainpipes at • Agitation during wastewater 6F Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emission; � /Proper lagoon liquid capacity;
• Biological mixing; 19'orrect lagoon startup procedures;
• Agitation Minimum surface area -to -volume ratio;
5k Minimum agitation when pumping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler • High pressure agitation; !Frigate on dry days with little or no wind;
nozzles . Wind drift GP I inimum recommended operating procedure;
Dump intake near lagoon liquid surface;
❑ Pump From second -stage lagoon;
O Flush residual manure from pipes at end of
slurry/sludge pumpings
Dead animals a Carcass decomposition Proper disposition of carcasses
Standing water around • Improper drainage; fi-Grade and landscape such that water drains
facilities • Microbial decomposition of away from facilities
organic matter
Mud tracked onto public • Poorly maintained access roads Fann access road maintenance
roads from farm access
Additional Information:
Available From :
Cattle Manure Management, 0200 Rule/BMP Packet
NCSU, County Extension Center
Dairy Educational Unit Manure Management System - Lake Wheeler Road Field Laboratory; EBAE 209-95
NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage ; EBAE 103-83
NCSU -BAE
Management or Dairy Wastewater; EBAE 106-83
NCSU - BAE
Calibration of Manure and Wastewater Application Equipment ; EBAE Fact Sheet
NCSU - BAE
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension
AM(Y November 11, 1996, Page 2

Source- _ Cause LIMP: to Minimize Odor Site Specific PraNkes
End of drainpipes at a Agitation during wastewater Sr Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; Pr per lagoon liquid capacity;
a Biological mixing; Correct lagoon startup procedures;
• Agitation ta' Minirrmurn surface area -to -volume ratio;
"inimum agitation when.pumping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler • high pressure agitation; frigate on dry days with little or no wind;
nodes • Wind drift 2-Minimum recommended operating pressure;
Storage tank or basin
surface
Ek'fump intake near lagoon liquid surface;
Cl Pump from second -stage lagoon
microbial decomposition; O Bottom or midlevel loading;
• Mixing while filling; 0 Tank covers;
• Agitation when emptying ❑ Basin surface mats of solids;
Cd Proven biological additives or oxidants
Settling basin surface 0 Partial microbial decomposition; Q Extend drainpipe outlets underneath liquid
• Muting while filling; level; '
• Agitation when emptying
Manure, slurry or sludge a Agitation when spreading;
spreader outlets . Volatile gas emissions
❑ Remove settled solids regularly
Cl Soil injection of slurry/sludges;
❑ Wash residual manure from spreader after use;
❑
Proven biological additives or oxidants
Uncovered manure,
• Volatile gas emissions while
Cl
Soil injection of slurrylsludges
slurry or sludge on field
drying
❑
Soil incorporation within 48 hrs.;
surfaces
❑
Spread in thin uniform layers for rapid drying;
❑
Proven biological additives or oxidants
Dead animals
• Carcass decomposition
Proper disposition of carcasses
Dead animal disposal
• Carcass decomposition
0
Complete covering of carcasses in burial pits;
pits
❑
Proper locationlconsiruction of disposal pits
Incinerators
• incomplete combustion
CI
Secondary stack burners
A ' `'C - November 11, 1996, Page 4

Source Cause BM -Ps to Minimize Odor Site Specific Practices
Standing water around + Improper drainage; grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads MK Farm access road maintenance
public roads from farm
access
Additional Information :
Available From :
Swine Manure Management; 0200 RuWBMP Packet
NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU - BAE
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
NCSU - BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; E13AE 129-88
NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage ; EBAE 103.83
NCSU - BAE
Calibration of Manuro and Wastewater Application Equipment; EBAE Fact Sheet
NCSU - BAE
Controlling Odors from Swine Buildings; PIH-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, 1"6. Page 5

Insect Control Checklist for Animal Operations
Source
Cause
BMPs to Control Insects Site Specific practices
Liquid Systems -
Flush Gutters
• Accumulation of solids
❑ Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
Cl Remove bridging of accumulated solids at
discharge
Lagoons and Pits
• Crusted Solids
Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than Me of surrace.
Excessive Vegetative
. Decaying vegetation
67 Maintain vegetative control along banks of
Growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage [Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
I/ 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 ❑ Reduce moisture accumulation within and
around inurrediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewers grain and similar high
moisture grain products).
17 Inspect for and reprove or break up accumulated
solids in filter strips around feed storage as
needed.
A11' - - November 11, 1996, Page i

Source Cause
RMPs to Control Insects Site Specific Practices
Animal Holding Areas s Accumulations of animal wastes
❑
Eliminate low areas that trap moisture along
and feed wastage
fences and other locations where waste
accumulates and disturbance by anunals 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).
Dry Manure Handling • Accumulations of animal wastes
❑
Remove spillage on a routine basis (e.g., 7 - 10
Systems
day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application ar 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 1613, North Carolina State University,
Raleigh, NC, 27695-7613.
AMIC -November 11, 1996, Page 2

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Row Crap Gun Cart with galvanized .coy is
standard equipment, An optional i zw Prwiie
Gun Cart is also avaiiaole.
Low Profile Gun Cart {Galvanizes) Body).
j
Performance Information
(G-P.u.) PRESSURE ARESSURE WIOTN 1 LE31Ca?}t � t INC4 ;N '
(P.S-L) (Ft.) ; (Ft. - MAX) i S CAYS
I T OA
2ii0
j 104
70
240
j 1370
= 72
�rrtn
300
107
70
i 2.50
1275
i 77
r 5� C
-ISO
116
70
280
1380
90
5lsrinitler
400
l 125
70
27Q
1385
102
j
4S0
138
�
70
280
I
1390
115
i
480
145
70
290
139S
I 123
T37A
220
99
70
220
1160
56
with
250
104
70
230
1163
64
NELSON 1
300
113
70
245
1173
77
SrR15aR
Sprinkler
350
1.�5
70
250
1175
90
400
137
70
755
1178
102
420
142
70
260
1180
107
T30A I
180
104 I
60
( 210
1085
46
with i
2oo
111
60
' 215
1088
51
NELSSn'SOR
I
i
1
j
220
129
70
225
I
1092
f
SG
Sarskler i
240
137 I
70
2?0
1095
61
250
I 147 1
70
MS
1098
67
• tea:=-.-:rY : „ ,c;- s =area _n ; 0 :, a.:-e wertas --ame er
Specifications
Madei
T40A
T37A
T30A
Numoor at Acres
w
t
1
PE'ua• I.D. Jn-I
A 3
3 :
10
PF Tuae Langtn yu,
12:0
10E0
1CC0
Dry Wsignt (Ibs.)
91 Co
7500
Weight with water ,Ibs.1
IS3130
t2380
7? 0
Saawd Aartge (lns-mins.)
10-60
10-60
7-4
Tire Size
ttU15
12-SCI15
11t XI5
Shipping alrh.. {1t in.) '
Lasgm
18.0
15-3
13-5
•WI=
9-10
9-3
7-5
Height
12-9
11-10
104
• Note: T 40A ,17a aria wheals a 3-3 «+ce
Polyethelene 7uce - C:,ry =_ ...=e czsgrec ar.c ,=nS".•='eC
fcr 11e =rs,ar: _ iii^ �r . .ray_ -, :s _,rSiCi?reC ,er use .n
OrC-r8i�c .varrar„^�.
?,Tube repair .._,e 'sc.=`;1 er_e•:S avajiac:a
recalnrr, ;;e . - == - cetcre --a: gab ar.`1
reasc^.
PE 'uce Lengths L _r-er ._ca er. yes sre ava:iacie _. ad
AM .
Standard Features
Radial inflow Turbine - The heart of the drtve system.
T„is extremely afs:icient rncrcr delivers quiet, smooth.
ccntinueus 'cwer. All the water ycu pump gees threugh
the acrinkler. done of the water ;s 'wasted as :n Bellows
or piston drives.
Automatic Shutdown for he turbine rrletcr.
Heavy Duty Chassis and frame.
Speedometer.
Pressure Gauge,
Irifinitely Adjustable Speed Ranges.
Speed Compensator.
Miswrap Safety Stop.
PTO Rewind and Drive Shaft.
Gun Cart with adjustable wheel width.
Hose Guide ;c insure prcper packing ct hose.
Turntable.
Nelson Siaw Reverse Gun %vitn ring ncz='.es.
Lifting Mechanism mor g-un -art.
Stabilizer Lags • Heaw? bury, :-ank ccwr, s,,yie-
4" Supply Hose :( 20 t. 1crg -Awa' nale ing :cck
_ :4cler.
Faxed Spoof Brake requires ro -nlcif sc;usnner-t5.
Fcciaroof C:uih - T Ur7,ine arc ='C' i-e
erC2Cec 5irr utarecusly.
600 S. Sc:lrader Ave.. P.O. Box 290. Havana. IL 8264-t
Phcne 309r:43 425 FAX XV543-4945
�f-C'rs-an[1.�tcr.'s70�+n:��:lsSe�:t:.1aaCGWa:-•=C.aa�Vr i:Y.=m5ma ;Ce.71`W W-
".7--arc)."1r.ir. 71:7'.1 , Arw"
CK aaoawa.3

North Carolina Agricultural Extension Service
Acyri-W aste Management
Biological and Agric-1ltural L-rrgineertng Vorrh Carolina Stare Lnrversrry
LI4"ESTOCK WASTE SAIMPLa G, ANALYSIS :AND CALCULATION
OF L_IND APPLICATION RATES
Jarnes C. Barker"
I. SAWLE COLLECTFON
A. Semi -Solid LotManure
i. Scraped dire—cdv from lot into spreader
a) From loaded spreader.:ollect about 7 lbs of manure firm different locations using
nonmetallic Rolle, ors.
ii_ From Storage
a) Collect about 3 ibs of manure from under the surface crust avoiding bedding materials and
using nornnetailic collectors
B_ Liquid -Manure Slurry
i. Under -slotted -floor pit
a) Extend a ! -" aonmerailic -zouduit open on both ends into mature to pit floor.
b) Seal upper end of conduit (e.g.. by placing a thumb over end of conduit) rapping manure
that has entered lower end remove and empty slum into plastic bucket or nonmetallic
Container.
c) Fake subsampfes f mm 5 or more locations or at least 1 quart_
d) -Lix and add about 1/4 pint to nonmetallic sample container.
ii. Exterior storage basin or tank
a) -fake sure manure has been well mined with a liquid manure chopper -agitator
pump or propeller agitator.
b) Take suosamples from about 5 pit locations, from agitator pump or from manure spreader
and piace in a plastic bucker-
* Professor and Extension Specialist. Biological and _agricultural Engineering
Department. North Carolina State University. Raleigh. NC

EL SANLvIPLE ?REP AR.A71ON _ N-D —LP.A.NSF
A. Place sample into an L-.cpandable .:ontaincr that can be sealed. Rinse residues horn container with
clean water but do not use disinfe;-tauts- soap& or treat in any other way.
B. ?ack sampie in ice. serze, or aans er to lab atnckiv,
C. Hand-dc iivery is most reiianle :Nay of sain le tzanster.
D_ If mailed- protect sample container wish packing material -such as newspaper. box or package wirh
wrapping paper, and tape-
E. Commercial sample containers and mailers are also available, Contacts:
I. A& L Eastern Agricultural Lab. Inc.
762I Whitepine Road
Richmond. VA 23237
Ph: [phone]
?, Fisher Sciendfc Co.
3315 Winton Road
Raleigh NC 2'604
Ph. (919) 3 7 6-23 j 1
3. Polyfoam Packers Corp.
2320 S. Foster Avenue
Wheeling, M 60090
Ph: [phone]
4, NASC0
901 Janesville Avenue
Fort -Aaa=m WI 53533
Ph. (s l4) :63-3446
F. Private analytical labs are available, but sample analvses are costly.
G. The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Deparmtem of Agriculture
d. Agronomic Division
P1anVWas=Soiution Adrnsory SeMion
Blue Ridge Road C_nmer
P. 0. Box 1_76-47
Raleigh NC 27611
Ph: (919) 733-26-5
Arta: Dr. Ray Campbell
iii. Forward S4 along with the sample
iv, include the following identification information with sample:
a) LIvestock spe`:es (dain•, swine. turkey. etc.)
b) Livestock usage ISwine-nursers-. anishing, urkev-breeders, brooderhouse. grower, number
[locks syrovm on inter. ;tc.
�) Waste Rpe (dais'-€ot reaped manure, liquid slurry: swine -pit slurry, lagoon liquid. sludge:
broiler -house !iner. ;tockndei
v. Rouune anahscs pe:forned on 111 samcles: N. ?. , Ca Nib, Nia. S. Fe. Na Zn. Cn.. 3
vi. Additional analyses performed upon request: DM. Mo- Cd, A Pb

WASTE UTIL17-ITION PL.3V
REQUIRM SPEC 7C 770N-S
1. antmaf waste snail not ----acz sum= war=s of the smte by mnaii. drift manmade =nvevancer. direr application. ar
due* discharge atrring op�xiou or end applicmriaa. �.ay disc: arse of waStr pritica teaches sur'. a� �vaxrr is
tlrah�itri
Z Tbnre must be doc==nmuon in :he design :older that the proauccr =ttier owns or has a :iotarizd agree:n= for use of
land on which to propefy apply the waste. If the produtcor doer not own adequate :and to omperty dispose of
waste, helshe stsall provide a rapv of a -namrtZ: d ag=mcnt with a landow= who is within a reasonable praximary,
allowing itimrher the use car the land for waste appl—r1cm Ills the rm-ponsibiiiry of the owner of :hc E= irV to SCM=
an update of :he Waste Utilizaricn ??an when :her_ is a char; im the ape:tation, in= a in the number of animals,
method of udiir3hon, or avaffiable land.
3. AtQmai si3ail be applied o zrzr_L but nt he �+itrog nc::is _`or realistic ..:op y'ie!ds based on soil type,
avaflanle moister histcri�f data tlimaze conditions and level or manag--nc t unless :hc re are rr,iatians that
restrict the: rate o 3Pfi=on :or other' nuaients Ac ual yields maybe used in 1ie-a of-.whsuc _acid tabfes at he
discretion ai the pLanncr.
4. Animal waste shall be applied on ?anal :-pdin, less than _5 tons Ker act r ;e; yeas. Wasx -maybe applid to land ;hat ;s
eroding at mare than 5 tons but less than 10 tons per acr: ;,er year providing Bass •alter ;trips are inmiled wacr-
r�oxiI=Ves the heid (Se~ ; flTG Sraaesrd �93-cute: Str:psi
S. Odors can be rdnC:d by :ajec=R the waste err disidng aft_.- -waste anpIicrt:atz Waste should not be applied wh= t r--
is danger of drift from the irri,tion field
6. Wlaea animal waste is to be an on aczm subject tc loading, it willbe soil ii=rroratd on comrearienaily ailed
amWa;n& When 1pplied ,o consiervanon tilled = ops or grassland, the waste may be bnndc4i provided the application
does net o=ur during a season prone to flooding. (S= "Weather and C'':imnrr in North Carolina" for gudanc+ )
7. t iguid waste shall be applid ar :as not to exceed the soil indl=tion -am such tl= -=ciT ices not mar ante or to
sera wares and in a method which does not cause drift yam the site during application. No ponding should ocr
in order to control odor and flies.
S. Amaral waste shall not be applied to mnrrated soils, duri-n; mui =- if events, or ;vh:n the surface is ixvz:n.
9. Animal waste should be applied on actively growing :cps in such a ;-nanncr that the flop is not cavercd with waste to
depth that woWd proaicit gzawtlz_ The potena.al fcr salt damage from rimnl paste should also be considered
10. Waste nutrients shall act be applied in rail or printer for spring pfamed r cps an .sails with 3 high potential :or le-1-ing.
Waste mxi=:t lcading rater on I=- soils should be held :o a minimt;ra Sad a swmble -print_: cover :fop aiamd :o
talc` :rp mused aum—r . Waste shall act ^e appli,-., �+.more than 30 days prior to planting of 3 -rap or frka orages brng
dormant~:..
11. _a nv =-,v swine ac~Ln, sited on or aft---- Oc crier 1. 199: shall mmoly wiL, he _oilowir.; iFhe aura �ez of the
land area onto which waste is applied -orn a lagoon the r is a component of a s-Anne ;afar shall a at ;cast 50 f=t -Tom
any r=—denr_ai _roper:; aounr : and - m my flee -halal sa-tam or ever 3ther != an ^gaton ;rich or mnai.
I�CS, vC
JUINT- 1996

ECMI —
WAS z UTU-MkTION P1.70F
REt1T=7 SPE iC k i ON5
(=winued)
Animal waste of has swislc w* m cities sited on cr xtl-- October 1, 1995, shall not x =lied ='aser than
25 f= to sursace water. �'Isas dis= Cr maybe : sauced :i r wa=s tltai are aoI perc:m i provided -limn vegetative
files strips are pr== (S= Standard 197 - r,,-= Strips).
11 Animal waste shall not be 3pplid ='Diet has 100 :Gt fom wells:
13. AaisnaI waste shall not be applied : io= than --00 ;e;t of dwellings od= than those owned bry !allow=.
14, Waste small be applied in a u>ann= aot :o : each other property and public right-az ways.
IS- Azimals waste shall not be &sc;=;r-4 =0 stir Ice inters, dramagewrays or • ictlands by a disc'a a or by over-
spraping. Animal 'waste maybe applied m prior --cnve:r„-d ropland providei it has been approved as a and
applications site by a _ :nit i sp lint"_ Animal waste applied an g nssed +ate. vat's shail be 3r agronomic Wiles
anti in a rnunr- that muses no n=czT ar dri .morn ;he site-
16- Domestic and industrial waste rota -hash=wn 2Lc�ii*tip. showe - :oiler, _miss, :=.. shall not to dischargd into
aaimnI waste asanagenzent system.
17. A protec'.ive caves of appropriate v on will be established an all dismuted arras (lagoon =tbankments, berms.
pipe roes, tee.). Areas shall be :end as accessary. to prate= the vegeradon. Vegetation such as trees, shrubs. and
atk= woody s =cs, :a arras wn--. ransid.-wed =Mpriate. Lagoon areas should be kirm mowed and
able. Lagoon bw= and sz=z= w should be inspe:.d:t.-- ariv for --vide= of _rasion, leakage. or discharge
18. if animal production at ;he Ally :s t_-minaxed.:he owns is responsible for obtaining and implementing a "_awz=
plan" which will-l;minarr the 7QS5:i]iISIV c as 3I-q., 1 dischar—, pollution and erosion.
19. Waste handling, sa-ucn= piping, ps:atps. =m ter.. should be inspected an a r-;uiar basis to p=mat br=kd wns.
traits, and spills. A .reg alar mainte^ar*c. chew,.klist should be k-rt an site.
20, Animal waste `sill" n be used in a rotation that includes ve-e abler and other ..lops for direct human consumption.
However, if animal waste is used on cps for dire:.; human =nsumpdon it should only be applied prepiant with :o
fimher applications of amoral waste durn; the --op season.
21. 8ig bly visible par.asan=r mark--s shall be installed to mark the top and bottom eacvations of :he temporary stc:ap
(pumping volume) of sal waste trmts =t lagoons- Pumping, shall be mama--d to maintain the liquid level be-. vc= he
markers. A marker will be :ro_uired :o maek :he m�:mum storage volume :or wrastc stomge ponds.
21 Jail tests shall ,e made :very -wo 1--c rs and a limci ware analvsis be talc_~ at :cost :wit- meh ;fear mnsL-:=t xith
waste utilimrion plan. ?ouit:-_ Li==., shall --c :ester prior :o applimtion. Soil and NasTe analyw ;-r-arrs -,MIl be �cps
£cr eve ve3rs.
2.7. Dead ini- his ;viU-c dis=sccl 3I _ a m a--lier That n=:s VC .-"'.SlaticaLs.
titZCS, �iC

Swine Farm Waste Management Odor Control Checklist
5uurcc Cause OMPs go Mfulrulze Odor Silt Speclfrc Praclices
ra' Vegetative or wooded buffers;
fA' Recotnnmeuded best manageusenl practices;
63" Good judgnserll and eomluws sense
Annual body surfaces • Diily manure -covered annuals Dry flours
Floor surfaces • Wet ttsalture-covered floors Slutted floors;
W Waterers located over slotted flours;
Cl Feeders at high end of solid hours;
cr Scrape manure buildup from floury;
Cl Uudcrllnur ventilation for drying
Mailure collecliun ifils • llrnle; Frequunl manure removal by flush, pit recharge,
• Parlial microbial decomposiliun or scrape;
f'_7 Underlluor veutilmiou
Veulilaliun exhaust fans • Volatile gases; W Fan uiainlenance;
Dusl R"Eflicie►►f air movement
luduur sui faces • Dust fr' Wasliduwn between groups ofaniuruls; — —
Cl Deed additives;
Cl feeder covers;
9' Feed delivery duwuspuul exleuders to feeder
covers
Flush larks a Agitation of recycled lagoon ❑ Flush lank covers;
liquid while WAS are filling Cl Exlend fill lines to near butlum of larks Willi
auii-sildiun vcuts _
blush alleys + Agilatiun during waslewaivr Cl Iluderfloor !lush wily nndL'1flUUl' veulilallun
cuuvc:yailce
I'll recharge puint5 • Agilaliois of recycled lagoon lixtelld recharge hne5 to licilf bullum 01,pils -- -
liquid while pits are filling wills alili-siphon veins
Lift stailons a—Agitatiuu duriltg sump lank ❑ Sump lank covers
filfing and drawdown
Outside drain cullccliult • Agiluliun during wastewaler ❑ !lox covers
or juncliuu buxes conveyance
AMOC - Nuveuiber 11, 1996, Page 3

Cruse
RNIPx to Miaiinkc Oddr Site Spcclfic Practiccs
End of drainpipes al •
Agitation during wastewater
Cl Extend dischurge point of pipes widerneath
lagoon
cul+veyallce
lagoon liquid loyal
Lagoon surfaces •
Volatile gas emissions;
❑ Proper lagoon liquid capacity;
•
Biological mixing;
❑ Correct lagoon startup procedures;
•
Agitation
0 MuliM= surface area-lo-vollune ratio;
C-'Minimum agitation when,pumping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler 0
11igh pressure agitation;
13 irrigate on dry days with little ur no wind,
noczies0
Wind drill
Q1"�Minimum recommended operating pressure;
0/Il'Imlp intake near lagoon liquid surface -O-
n Pump Iron, second -stale i,agoon
Storage ta+ik or basin -- -0
I'm6al microbial decomposition;
❑ notimn (jr midlevel loading; -- -" --- - - --
sutface •
Mixing While filling;
Cl Tank, covers;
•
Agitation when emplying
❑ ltasin surface finals Uf sulids;
❑ Proven biological additives or oxidants
Sapling basin surface:•
Partial microbial dctomposilion;
El I'mund drainpipe unticrs midemewh liquid -- -
•
t'.lixinj; while hil+t+g;
IeVel;
•
Agilalkun when enuprying
C7 I(emUvo selllud solids regularly
Manure, slurry or sludge
Agitation when spreading;
Cl Soil injection of slurry/sludges;
spreader owkis
Volatile gas emissions
© Wash residual manure !runt spreader after use;
❑ Proven biological additives or oxidants
Uncovered willmic, •
slurry or shrdgu un field
surfaces
Dead aninwls
Fits
Vnlatitc gas emissions while ❑ Soil iujecllOn of slurrylsludgcs
d+yi+fib ❑ Soil incorporation within 48 hi-s.;
Cl Spread in thin uniform layers fur rapid drying;
n Proven biologic -al additives or oxidwas
Carcass decomposition Proper disposition of Carcasses
C aicass decomposition
kueun+l�lcic cwuibusliun
n Curupiete covurinl Uf carcasses it, latrim bits;
C7 I'rulicr locution/cwisinictiuu ul'dixlius�il Ails
f7 Secondary stuck himicrs TT
1
Ahf - November 11. 1996. I'aue •1 ,

$our�c Cuuse BmPs to Mlnimize Odor Site Specific Practices
Standing water arumid improper drainage; lJ' Grade and landscape such Thal water drains
facilities Microbial Jecomposiliou of away froln facilities
urgaaaic mullcr
Manure tracl:csi ousel _ -- Pumly maiwaitacd access roads Farm access road utiaintenauce
public toads ti'um farin
access
Additional hAnnalion : Available From :
Swine Manure Managenicat ; 0200 RuletBMP Packet 'NCSU, County Emengina Ccnler
Swinc ProdUL:Iiuil 1�arlta l'ulciiliai OdOf Sources and Remedies ; EBAR Fact Sheet NCSU - BAI:
Swine Producliuli Faci lily Manure Management. Pit Reellar4o - Lagoon Treatment; EBAE 128.88 NCSU - BAE
Swine i'roducliuil Facilily Manure hianagemettt: Underfloor Flush - Lagoon Treatment ; EBAE 129-88 NCSU - 11AF
Lagoun Design aiatl hlanagcmem for Livestock Manure Treatment and Storage ; EBAE 103-83 NCSU - BAF
Calibration of M aimic wid Wasic:waler Application Equipment ; EBAE fact Sheet NCSU - 11A1:
Coimulling aMm � fauna Swiuc 1wildings; 11111-33 NCSU - Swine Exicnsiun
Er1VirUJ1I)Wa1 As�ul'aIILe I'augfani ; NVI'C Manual NC i'ork Producers ASSOC
Options for Munabing Odor ; a report !'runt the Swine Odor Task Fume NCSU Agri Cummmiicadwis
Nulsaace Cuticcim. in Anitual Alaoure AlanagumeEnt: Odors and Flies ; 11K0107, 1995 Confefeacc Proceedings Florida Coups -aline Emensiula
AMl'}t - I1(,YL;iiil,cr I I. 19"It. I%'L:c 'i

Insect Control Checklist for Animal Operations
Source Cause UMPs to Control Insects Site Seecilic Practices
Ms
Flush Gultels --- + Accumulation of solids Cl Flusll syslcul is dcsigitud aad ollcrated —�
suflielcllily to remove accuroulalud solids frum
gulluis as designed.
n lttritove bridging of accuululawd solids at
dischal6e
Lagoons and fits Crusted Solids C) Ma1111461 lagoons, sealing basins alld bits where
trust bl uvdtils 6 app"s nil to itliniti1izu lieu
crustiab of solids to a delldl of ou mota than 6 -
g inclics over wore flow) 30% of sut face.
Excessive Vegelulivc + DL:Cayilig vegelaltun M M ailildin vcgelalive control along hanks of — — ---
Utuwlh IagUUtls Gild Ulllcr irn poullduicliti to Illuvetlf
a4:Gkill kU WiUll of Jucaying vcgclalivu utaller
along waler's edge oil impitundoww's Ilcrimeter.
- Dry systelrts -----------...__.
Feeders �- • iced Spillage 0 Design, opurale and lliinnlanl feed sysiCi is-
bunLc;rs and houghs) lu lililtinri" lire
accumulaliun of decaying waslago.
0 clean till spillage all a ruulillc basis (c.g., 7 - 10
day interval during suullnur; 15-30 day iniervai
clueing wittier).
Feed Storage + Ai:c11111UIaliUllS of feed residues I7 ltudilce 1110601rc aW1111Ulalidll Wllhill aild
aluund iounediale pclime1w, of ii:ed storage
ales by insuring dwillagu away fruul situ
aod/ur 1lluviding adeyllalls cuutainntenl (c.g.,
cuvulud bin (uf b1�:Wc1'5 Mani and Sllltllar Llgll
moisture grain 11101iucls).
G] l qwa for and ictuuve or Munk up accumulated
sulids is tiller strips around feud storage us
laxilud.
Ahe' `- Novetliber If. 1996, Nagn I

�� 02_04/00 FRI 11:25 FAX [phone] Human Resources [Agi2
Date: 1 3,_ aoo©
Division of Water Quality -
225 Green Street -Suite 714 ,
Fayetteville, NC 28314
Subject: Plan of Action
Name: cr).11 s�.-
Farm Name:_ e?L,2 3 -
Facility No: g a ty
Address: P. o, $ox �tsc ems. �Jc• 7 �3S 8 7r��,
Phone: l +o . a 3
Checked below are the items to be carried out on the above farm:
F
✓ 1. Check inside and outside of buildings for water leakage and
water usage..
✓ 2. Rcpair and adjust any problems concerning excess water.
✓ 3. Inspect berms around the lagoon(s) to make sure that
water is not entering the system.- Repairs will be made
where problems are identified.
✓ 4. Review flushing and pit recharge schedules. Reduce
flushing and pit recharges where possible.
5. Closely monitor the soaldng and clean -out of buildings
between herd placements. Reduce time and amount of
water usage as much as possible.
✓ 6. Check the moisture levels and crop conditions in all
spray fields. Utilize applications on winter cover crops
according to CWAW (original or amended).
7. Utilize the 30 day prior to planting practice on those fields
to be planted in row crops.
_................._

02/04/00 FRI 11:25 FAIL 910 293 3199 Human Resources Z013
✓ 8- Review CWAM13 and begin spraying on coastal bermuda as
soon as plan allows (follow all regulations re: runoff).
9. Obtain required permission from adjacent landowner to
spray on designated fields. Amend the CWANT before
any fields, not currently on the CWAW are utilized.
✓ 10. Investigate the feasibility of installing pressure reducers
on water lines.
✓ 11. Aerate soils to improve absorption and reduce potential for
runoff.
Additional practices to be used:
Signature= Z"..az e 7?.�-�--'i �a'a� '2`-�-•
Date ..a 3 .2 e co o

HIGH FREEBOARD NOTIFICATION
3 o P
Nz. ne of Person
�c •'7artin3 DWa,,_,�kc. C to < - Telephone No.0-10 293 -3 0 3 q
C ar pro � l � .5 Z � - Z a.
FARM Nome _
C rrvy
F='.rrty No.
FresSa, d level of the Ig
Cmd; t ar s of the sproy f elds.
N,k2RAI VF- (1rzlude orry ire5w uct=-w gin to the former W the time of the call)
(A copy of each not ficotion should be forwarded to the 'GAFO BOX' in John Hcfstys cF xe
ns soon cs possible)

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES _.-.-
Facility Number: 82-474
Facility Name:
3W Farms
County: Sampson
Certified Operator Name: Nelson Waters, Jr Operator Number: 1004368
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Name/ID
Spillway(Y or N):
Level(inches),
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
B
N
14
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached, Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached_ Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
'Attach a complete schedule with corresponding animal units and dates fro depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
froeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste
9/21/2018
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.
3W Farms, LLC Phone: [phone]
Facility Owner/Manager (print)
Date: 10/1512018
Facility Owner/Manager (signature)

t ;ECENEE DI -DEW RID V R
WaterQus�N:>rRoa: mal
�„ JUL 2015
��..r Gperattors SIB
NCDENR �trysltet�ttaFCert1; o�,a
North Carolina Department of Environment and Natural Resources
Pat McCrory
Govemor
Three W Farms, LLC
Three W Farms, LLC
PO Box 1246
Clinton, NC 28329
Dear Three W Farms, LLC:
Donald R. van der Vaart
Secretary
July 2, 2015
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS820474
Three W Farms, LLC
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 the lagoon at the Three W Farms, LLC facility. Due to the amount of treatment volume
available, the Division agrees that a sludge survey is not needed until 2019 for Lagoon # A
The next sludge survey for this lagoon should be performed before December 31, 2019.
Please call me at [phone] if you have any questions.
Sincerely,
Miressa D. Garoma
Animal Feeding Operations Program
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS820474
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: 91M07.64641 Internet: http://www.ncwaler.org
An Equal Dpportunity 1 Affirmative Action Employer — Made in part by recycled paper

C lrtis Barwick �`� k_xt'Tf ty
April 17, 2012 1�
Page 2 of 2
Sludge Survey Extension Requests BARWICK AG SERVICES LLC Curtis G Barwick
Facility #
Owner
Farm Name
County
Re eon
�.._
La oon 1D
4�
Until
9-78
Oscar Autry
Oscar Autry Farm
Bladen
FRO
2
12/31/2014
9-134
Tommy Melvin
Melvin Nurser #1
Bladen
FRO
1
12/31/2014
9-190
Tommy Melvin
Melvin Nursery #3
Bladen
FRO
1
12/31/2014
25-29
Douglas Cowan
Douglas Cowan Farms
Craven
WaRO
1
12/31/2012*
31-146
Je Sim son
Ganders Fork
Du lin
_
WiRO
BP2 (small)
12/31/2014
31-162
Charles Edwards, Jr
Glade Ride
Du lin
WiRO
Bi
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
Spring Meadow Farm
Sandy Ride Pork
Johnston
RRO
2
12/31/2012*
54-14
Kenneth Rouse
Kenneth Rouse Farrm 93
Lenoir
WaRO
1
12/31/2014
54-127
Kenneth Rouse
Kenneth Rouse Farrm 42
Lenoir
WaRO
1
12/31/2014
82-193
Coharie Hog Farm
Lafayette Farms C-10
Sampson
FRO
1
121310-014
82-183
Coharie Hog Farm
Lafa ette Farms C-10
Sampson
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
Sampson
FRO
Secondary
12/31/2014
82-234
Allen Cannady
Allen Cannad y Farm 42
Sampson
FRO
1
12/31/2014
82-275
Je Harrell
Double J Hog Farm
Sampson
FRO
2
12/31/2014
82-307
Stacy Moore
The Hanover Farm
Sampson
FRO
1 (large)
12/31/2014
82-356
SDC Leasin 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
82474
3 W Farms
3 W Farms
Sampson
FRO
A
12/31/2014
82-499
Sheral Daniels
Sheral Daniels Farm
Sampson
FRO
Prima
12/31/2014
82499
Sheral Daniels
Sheral Daniels Farm
Sampson
FRO
secondary large
12/31/2014
82499
Sheral Daniels
Sheral Daniels Farm
Sampson
FRO
secondary small
12/31/2014
82-563
Steve Howard
Stephen Howard Farm
Sampson
FRO
Nurse
12131 /2014
82-576
J & W Swine Co Inc
J & W Swine Co Inc
Sampson_
FRO
2
12/11/2012*
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
Daniels
Windy Creek Farms
Sampson
FRO
WaRO
1
12/31/2014
96-02
_Todd
Jamie Roesch
J & T Finishing
Wayne
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-

A�
NGDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality.
Beverly Eaves Perdue
Governor
Three W Farms, LLC
Three W Farms, LLC
P.O. Box 1246
Clinton, NC 28329
Dear Three W Farms, LLC:
Coleen H. Sullins
Director
April 27, 2011 RECEIVED
APR 2 9 2011
DENR-FAYETTEVILLE REGIONAL OFFICE
Dee Freeman
Secretary
Subject: Certificate of Coverage No. AWS820474
Three W Farms, LLC
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your April 25, 2011 Notification of Change of Ownership and a request to change
operation type without exceeding the permitted steady state live weight -request, we are hereby forwarding
to you this Certificate of Coverage (COC) issued to Three W Farms, LLC, 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 lin-:iited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Three W Farms, LLC, located in Sampson County, with a swine animal capacity
of no greater than the following annual averages:
Wean to Finish: Feeder to Finish: 3864 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 AWS820474 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
1636 Mail Service Center, Ralei h, North Carolina 27699-1636
Location: 2728 Capital 9ivd., Raleigh, North Carolina 27664 One
Phone: [phone] ! FAX: [phone] Customer Service; 1-677-623.6748 NorthCarobna
ini?rnei: wrvnar.ncwaterqualiiy.org �atu�all� .
An Equal Opoorrunity 1 Afirrmmwe ACIN6n Employe;

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 Anirrial 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 I1.22 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 [phone], or by visiting their website at: www.erh.noaa.gov/er/rahl
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,
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
AP Central Files (Permit No. AWS820474)
AFO Notebooks

AUG..13 M
r%NR-Fri*i
Michael F. Easley. Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
August 11, 2008
Murphy -Brown, LLC
2123
PO Box 856
Warsaw, NC 28398
Subject: Sludge Compliance Requirement Change
Dear Permittee:
Coleen H. Sullins Director
Division of Water Quality
In accordance with Condition Ill. 19 of State General Permit AWG100000, your facility is
required to maintain compliance regarding sludge accumulation in your animal waste treatment
lagoon(s). As you know, the previous compliance limit was to have a minimum of four (4) feet
of treatment depth between the designed stop pump and the average elevation of the top of the
sludge blanket. This requirement was based on NRCS Standard No. 359, which was recently
modified.
As of July 2008, Standard No. 359 does not use the 4-foot requirement. Sludge compliance is
now to be based on the sludge volume as a percentage of the total treatment volume. The revised
Standard states that sludge accumulation in the permanent treatment zone must be less than 50%
of the planned treatment volume. Also, there must be a minimum of 2.5 feet of liquid above the
sludge at the pump intake location. If either of these conditions is not met then sludge must be
removed or managed in accordance with an approved Plan of Action for Lagoon Sludge
Reduction (POA). A new sludge survey worksheet has been developed to calculate sludge and
treatment volumes to determine compliance.
Our records indicate that you have filed a Sludge POA for one or more of the lagoons at your
facility. Based on the changes to the sludge requirements in Standard No. 359, your lagoon(s)
may already be in compliance without any sludge removal. Using your lagoon design (or as -
built information) and current sludge survey measurements, complete the NEW sludge survey
worksheet. If you have any difficulty in locating or understanding your lagoon design
information, please contact your technical specialist or county Soil & Water office.
N� Carolina
NwarldY
Aquifer Protection Section 1636 Mail Service Center Raleigh. NC 27699-1636 Telephone: [phone]
Internet: www.ncwaingualitY.ora Location: 2728 Capital Bouievard Raleigh. NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled710% Post Consumer Paper

1
Send both sludge survey worksheets, OLD and NEW, to the address below if you feel that your
lagoon(s) is in compliance and wish to withdraw your POA. Our staff will review the
information and notify you of our decision.
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: (9I 9) 733-3221
If you have any questions about the new sludge requirement, sludge survey worksheet, or any
related matter please feel free to contact the Animal Feeding Operations Unit staff at 919-733-
3221.
Sincerely,
Keith Larick, Supervisor
Animal Feeding Operations Unit
Enclosures
cc (w/o enclosures): Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - AWS820474

Murphy -Brown, LLC 4/3/2009
2822lf2l West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
Murphy -Brown, LLC
2123
County Sampson
Farm Capacity:
Farrow to Wean 1205
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
RECErvEp/pENRIpvio
Aquifer Prnter;tn SeWoq
APR 00 2009
APR 0 9 2009
The waste from your animal facility must be land applied at a specified rate
of surface water and/or groundwater. The plant nutrients in the animal waste should be use
to reduce the amount of commercial fertilizer required for the crops in the fields where the 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:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. 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 DWO regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. 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 not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied_ Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, W, tons, etc.):
Capacity Type Waste Produced per Animal Total
1205
Farrow to Wean
3212 gal/yr
3,870.460 gal/yr
Farrow to Feeder
4015 gaUyr
gaVyr
Farrow to Finish
10585 gal/yr
gal/yr
Wean to Feeder
223 gal/yr
gal/yr
Feeder to Finish
986 gal/yr
gal/yr
Total 3,870,460 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (tbs):
Capacity Type Nitrogen Produced per Animal Total
1205
Farrow to Wean
5.4 lbs/yr
6,507 lbs/yr
Farrow to Feeder
6.5 lbs/yr
lbs/yr
Farrow to Finish
26 lbs/yr
lbs/yr
Wean to Feeder
0.48 lbs/yr
lbs/yr
Feeder to Finish
2.3 lbs/yr
lbs/yr
Total 6,507 lbs/yr
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,
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 64.35
Total N Required 1 st Year: 16848.1
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 16,848.10
Total Nitrogen Produced by Farm: 6,507.00
Nitrogen Balance for Crops: (10,341.10)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of8

2123
413/2009
Reception Area Specifications
Tract Field Irrigated Sall ist Crop Time to UtCrop 1stCrop LbsNiAc Lbs N Total lbs N
Acreage_ Type Code Apply_
5,47. KKT.T,= d 11. -7-TVIN47- literr-T-WIM. 4 -
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Reception Area Specifications
3(b) of 8
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This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage, Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will deinately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Lbs N utilized / unit yield
A
Barley
1.6 Ibs N / bushel
B
Hybrid Bermudagrass - Grazed
50 Ibs N I ton
C
Hybrid Bermudagrass - Hay
50 ibs N / ton
D
Corn - Grain
1.25 Ibs N 1 bushel
E
Corn - Silage
12 Ibs N 1 ton
F
Cotton
0.12 lbs N / Ibs lint
G
Fescue - Grazed
50 Ibs N 1 ton
H
Fescue - Hay
50 Ibs N 1 ton
I
Oats
1.3 Ibs N / bushel
J
Rye
2.4 Ibs N I bushel
K
Small Grain - Grazed
50 Ibs N I acre
L
Small Grain - Hay
50 Ibs N 1 acre
M
Grain Sorghum
2.5 Ibs N 1 cwt
N
Wheat
2.4 Ibs N 1 bushel
O
Soybean
4.0 Ibs N 1 bushel
P
Pine Trees
40 Ibs N 1 acre 1 yr
Acres shown in the preceding table 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.
See attached map showing the fields to be used for the utilization of animal waste.
4of8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/animal Farm TotaU r
1205 Farrow to Wean 0.84 1012.2
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
Feeder to Finish 0.36
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 1012.2 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 5061 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid Bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 16 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 40.488 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
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.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*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 of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
_ _Crop
inlhr
* inches
-6917
9
Wagram
BIC
0.6
1
-6917
10
Wagram
BIC
0.6
1
-6917
11
Wagram
BIC
0.6
1
9070
2a
Paxville
BIC
0.45
1
9070
2b & 3
Paxville
G1H
0.45
1
13 & 14
Autryville
BIC
0.6
1
9070
Sub2
Paxville
GIH*
0.45
1
9070
Sub3
Paxville
GIH
0.45
1
--6917
Sub9&10
Wagram
BIC
0.6
1
-6917
Sub11
Wagram
BIC
0.6
1
Sub13
Autruville
BIC
o.6
1
Sub14
Autruville
BJC
0.6
1
6 of 8

Additional Comments:
This plan revised to show a conversion from farrow to feeder to farrow to wean.
All other parameters remained the same as in the previous plan.
The nitrogen rate used for bermuda and fescue pasture in this plan
represents a graze/hay combination. Half of the crops will be removed by
grazing and half by hay.
The sub -fields represent the balance of the total field acres minus the wetted
acres at this site_ These sub -field acres are areas that are not covered by the
conventional irrigation system and are being claimed when making application
by an Aerway machine.
7 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: 2123 -
Owner: Murphy -Brown, LLC
Manager: David Nordin
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
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 nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
Ifwe understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Murphy -Brown, LLC
Signature:
Name of Manager (if different from owner): David Nordin
Signature:
Name of Technical Specialist: M. Kevin Weston
Affiliation: Murphy -Brown, LLC.
Address: 2822 Hwv 24 West. PO Drawer 856
Signature:
Warsaw, NC 28398
Telephone: [phone]
Date
Date
Date
8 of 8

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recievinq crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict the rate of applications for
other nutrients.
Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field (See
USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
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 land application field.
When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is 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" for
guidance).
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 odor and flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Wastefnutrient 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 the crop or forages
breaking dormancy.
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 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.
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 landowner.
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 cropland
provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that 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.
2of3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas 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. 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 pre -plant with no further 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 for 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
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels_ pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3of3

O� WAr4zq Michael F_ Easley, Governor
O� pG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
j r Alan W. Klimek, P. E., Director
o -c
Division of Water Quality
October 12, 2004 it E
GEV
David Nordin
Farm 2123
PO Box 856
Warsaw, North Carolina 28398
Dear Mr. Nordin:
OCT 2 5 ZW4
0ENR Q FAY6T1'6V U1 PZl0ML01f1cE:
Subject: Certificate of Coverage No. AWS820374
Farm 2123
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
On June 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 October 8, 2004 and in accordance with the
directive of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC)
issued to Murphy -Brown, LLC, 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 AWS820474
which expires September 30, 2009.
This approval shall consist of the operation of this system including, but not limited to, the
management of animal waste from Farm 2123, located in Sampson County, with an animal
capacity of no,greater than an annual average of 1000 Farrow to Feeder swine and the
application tVland as specified in the facility's Certified Animal Waste Management flan
(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 unneceessary, 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.
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% Recycled110% Post Consumer Paper
NorthCarolina
NaNn"1#1

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. Pleasepay careful attention to the
record keeping and monitoring conditions in this permit.
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 AWS820474
APS Central Files

Murphy -Brown, LLC
2123
PO Box 856
Warsaw NC 28398
Dear Murphy -Brawn, LLC:
Michael F. Easley, Governor
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 HEGEIVED
OCT 15 2094
OENR - FAYETT1rViLLE REGIONAL OFFICE
Subject: Certificate of Coverage No, AWS820474
2123
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
On June 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 February 13, 2003 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to
Murphy -Brown, LLC, 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
supersedes and terminates your previous COC Number AWS820474 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 2123, located in Sampson County, with an animal capacity of no greater than an
annual average of 1205 harrow to Wean 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 keepint;
and monitoring_ conditions in this Wrmit.
Aquifer Protection Section - Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone, 919-733-3221 1 FAX: [phone] I Internet: h2o.emstate.nc.us
An Equal Opportunity/Affirmative Action Employer - 50% Recycledll0% Post Consumer Paper
NorthCarolina
)Vatural

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,
v
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 AWS820474
APS Central Files

Waste Management Plan Changes
Facility 48 2- L�7 T Farm 212-
PF P
# 4 2003
y-
This farms Waste Management Plan has made the following changes:
❑ Crop changes
❑ Wetted Acres
❑ Increased Acreage
❑ Decreased Acreage
❑ Changed Irrigation Design
❑ Change in Farm type
❑ Plan based on 3 Years On Farm Records
�O er
Comments:
Date

r
Additional Comments:
The acreage listed on this amendment is the balance of the total field acreage
minus the wetted acres at this site. The areas not covered by the cornenttonal
irrigation system are being entered into the pumping records as sub fields
so that the acres can be claimed when making application with an Aerway
machine.
7of8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: 2123 Amendment
Owner: Murphy -Brown, LLC
Manager.
Owner/Manager Agreement:
Ilwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. Itwe 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 nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner:
Signature:
Murphy -Brown, LLC
Name of Manager (if different from owner):
Signature:
A4C
�rd �or�in
Name of Technical Specialist: Dawn Williamson
Affiliation: Murphy -Brown, LLC
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: i��?. 293-3434
7-3f- d3
Date
IJ-C 7 M-03
Date
Signature:�j 0
I*vt^-W\,
Date
8 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: 2123
Owner: Carroll's Foods, Inc.
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. Itwe 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 nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I Itwe understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply-Rvk--anwfne-waste-descdbed-fn-ftyis-rfutrient-piiaiiayu,iie!iit plan. ThisequWeTit----
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Carroll's Foods, Inc.
Signature: {- �:o —12� _.(/ter_. Ar-W/11 --/0 _ P3
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist:
Dawn Williamson
Affiliation:
Murphy -Brown, LLC.
Address:
2822 H!q 24 West, PO Drawer 356
Warsaw, NC 28398
Telephone:
[phone]
Signature:
-?-10-a2-
Date
8 of 8 B00119220098

41.2
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A TOPOGRAPMC SURVEY FOR .SHELTON
Oc
CARROLL'S FOODS, INC. FARM 23
SAMPSON COUNTY, NORTH CAROUNA
tao o ioo 00 a , Fvz- 9T31.PCs
IMLAWIU Ncz+o EW

Facility Number and Name:
Carroll's 82-474, Farm 2123
Instructions on last pale
DIse tia r e °
High Free boardset#able
Acres
Description of Concern
_-
�
NOD issued 3-17-00 in response to company
p p y
-
=
reported lagoon freeboard o f 17" on 1-31-00,
- s WrK
_ -
_ -
NOD issued 3-21-00 in response to company
_ a
reported lagoon freeboard of 16" on 3-21-00.
r
.:r x
ONcTi�
a ,gam „
Response
_
The extreme rainfall event associated with+
- - -
huficanes Floyd/Dennis elevated lagoon levels in-
_
the fall of 1999. The high levels persisted through
2000 because for land
,
r
'March
opportunities
'� '
application were limited by further rainfall'
r .' ''✓
saturated fields and PAN limitations on winter
-
crops.
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Facility Number and Name: Carroll's 82-474 Farm 2123
Instructions on last pale
=-
Subsur€ace Drams:
Over A _ lication:1 `� _=
Structural Issues
Cro
in Issues -_ -
Description of Concern,V�
An operation review by DWQ on
-� -
- --
August 4, 1999 noted structural`=
LE="
_
T
issues on this farm. DWQ
- -
commented that effort to establish
u
tl
x
n e
-
grass cover on lagoon slopes should
_ -e
_.� -- � _
�• ,�
� ��
':-��..=� :
be continued.
—
Response
EMz
_
}� V.
�g
ey— -
x -<
Slo es were re- -graded and seeded �n
p g
7
_
s -
--
,-
-
t he fall of 1999. The cover
MWE
e . __
_
established well and there have beenWS
�M
no further problems at this site.
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1 Concerns are based upon DWQ records consisting of deficiencies noted in state inspection reports, NOVs, penalty assessments and/or reports submitted to DWQ by the farm. Carefully
review your records to identify the specific concern or concerns and then describe the concern under the appropriate heading together with a reference to the specific record and the date of
the record (i.e., inspection report dated or NOV dated ). With the exception of "discharges," which cover calendar year 2000, concerns are based on DWQ records for the
calendar years beginning January 1, 1996, and ending December 31, 2000.
Describe in as much detail as possible how the concern has been addressed, or, if it has not been addressed, the measures the farm intends to undertake to address the concern and a
schedule for completing the measures.
3 If subsurface drains are present, state whether you know that the drain(s) is discharging groundwater uncontaminated by hog waste, and if so, the basis for that conclusion.

Facility Number and Name: Carroll's 82-474, Farm 2123
Instructions on last pag
ME �_AMWM�A=tA�f�
5:­
ZAMM M.,
- 09
po-'i
Hig h Freeboards
pr es= pa
cr
Description of Concern'
gM
a ON W-15
in response to company
NOD 17-00E.
reported lagoon freeboard of 17" on 1-3 1 -00.
RIV
— Now
R
Vag-
azM
am "
NOD issued 3-21-00i n response to company
r
as 0- ym
'i�
RM 5
I -Mrz.y
reported lagoon freeboard of 16" on ' )-2 1 -00.
RM 4
IRE
w ow gr-
RON, RM5
Response
p - A ISM
M 1
HE%
The extreme rainfall event associated with
hurricanes Floyd/Dennis elevated ]a oon le,,els in
the fall of 1999. The high levels persisted through
9
lam.
MI. -- -W W�_
M­M -ttz,
ME &Z Tom.
_01 11 , 9
0 k4a
March 2000 because opportunities for land
ns -6:5
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application were limited by fur -ther rainfall,
saturated fields, and PAN limitations on winter
crops.
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Facility Number and Name: Carroll's 82-474 Farm 2123
Instncctions on last page
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� �.�-;.. -=-. :x'7s''�, �"'. ^� �::"?;_:r-_ '�•P"" �••��:�-n
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�ri,,�+q�'4-i'r�='. _"_'rl,'..3�'y�_x--Sx?=y."-'"Y�^t: +-r:�- .'-
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An operation rep ie« by DWQ on"WN
August i }.999 noted structural
"--s .z�_ "'fir'
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issues on this Q
commented that effort to establish
-'
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yY-''f'Y"-'yV" ��_.�` '�X- Y ...y'c' "✓5t.
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grass co��er on lagoon slopes should
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be continued.
...._... ���
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Ut�
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ME
�a ,� ANY`
lopes were re -graded and seeded in
C F '.T-� s%"y� 'i I rv� }kti•
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w
��
' F ; _'.�f-+t"-
-'
s�r_ q n
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7��" �" S.. L.
x.. ,
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the fall of 1999. The cover;
established well and there have been
.."- iI yt.+
'z� :._�
_ '`.i?i:.'��� '-,"'.'��r�.l�1r.
i
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+�'c t: .3a- u. L .�'. �ac...�a --£'. '�
:,� �--
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no further problems at this site.
•y „,.
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1 Concerns are based upon DWQ records consisting of deficiencies noted in state inspection reports, NOVs, penalty assessments and/or reports submitted to DWQ by the farm. Carefully
review your records to identify the specific concern or concerns and then describe the concern under the appropriate heading together with a reference to the specific record and the date of
the record (i.e., inspection report dated or NOV dated _ ). With the exception of "discharges," which cover calendar year 2000, concerns are based on DWQ records for the
calendar years beginning January 1, 1996, and ending December 31, 2000.
z Describe in as much detail as possible how the concern has been addressed, or, if it has not been addressed, the measures the farm intends to undertake to address the concern and a
schedule for completing the measures.
3 If subsurface drains are present, state whether you know that the drain(s) is discharging groundwater uncontaminated by hog waste, and if so, the basis for that conclusion.
3

ram"
f-_�.r���+dP
.�•
114 i�115 117�r
112
108
1
go(
+
*
Fmm
To
. 6eaOn gistance
1 ,
89
91
NB2'16'09'E 253.16'
`
91
93
S 83'3841" E 166.03'
i
17
93
100
100
101
5 65'41'S8" E 45.19
N 73`Onr E 3zw
73'07'43" E 23.54'
1 ,116
101
102
102
97
S
S 7919'14' E 673.7r
ttf)E
97
98
S 58'5643' W 436.61'
103
98
105
S 8r35'13" W 78.68'
104
t
106
107
107
109
N 84.55'44" W 108.W
N49'24WW 167.11' '
�+
01 1Q�`��
109
111
111
98
N 20'03'45" W 37.42' 89
S 79.5325" W 3.6r
95
95
S 72'1524' W 79.30'
13
95
94
S 47'29'47 W 168.53'
1
94
92
S 78'464r W M.39'
Lot 5
1
- 6,W ACRES
�•� 94 W
92
105
,.
owe
LVW
-' a,�►�
�- E 13.83'
Quo
MT E 190.97 �
22
•
rsTE 144.
'
_
146
rW
C04' E f 43.05(W �
710" E 200.17 �
r
\
J28 �
w W 54.71r
]
,w W so iar
/ 4 •
Ww
W 217.W
//
1
18
33
• fr•�. ... ... �....
%.00001 53�
LAGOONf
r....� . .
LAGOON ,
L, zr.
15
;�
Lot 6 F P
14.46 ACRES+-
40
ter'"
err +' fr
90 Ice N
108 112 N
112 114
114 115
115 117
117 119
119 i-
121 c
123 125
126 129
129 130
130 131
131 132.
132 128
128 127.
127 125
125 103 1
103 104 1
104 106 1

From
7a
6earin
Distance
18
20
N 5.30'W E
230.24'
20
22
N 64'49'51' E
131.83' s
22
23
S 78'48'09' E
196.97 s
23
25
N 82.59'53' E
144-84' 1 -
25
27
N 51'2TW E
143.05' 20
27
26
S 44'3610" E
200,17
25
24
S 9.0T46' W
54,78'
24
21
S 49' 17'06- W
506.19
21
19
N 6:r47W W
B3.86'
19
17
S 86.55'27' W-
217-W
!h.—...�...�...7
Lot 3 a
6.11 ACRES+- �
60
RISER ��•-
\ ERR
Lot 2 185'�'
5.63Y/x
CRES+-
/146
\
26 ;150
SER _
LAGOON/
_...J LAGOON �-
f
21 pt,u
G
52
PLU
.LC /
4,\\/
66 Lot 7 v
1.99 AOES,0 Bearba Distance
42 47 N 41.30'51' W 332.46
42 66 S 83'59'34' W 491-ST
63 66 S 49'01'53' E 99.27'
From To 8eaftg Distance _
57
59
N 4726'03' E
178.71'
59
61
N 75'56 06' E
105:38'
61
63
S 86'1 Y43" E
753.89'
63
66
S 49'0VW E
99.2T
66
65
S 7i'35'13' W
145.9T
65
64
S 6T 1974' W
329.54'
84
82
N 48'1T14' W
42.10'
62
58
S 65'S9'24' W
355.31'
Q�0
_34 1r
36 Lot 4'�
21.61 ACRES+-
FMM To 8earina Distanm
49
50
S 57'1SW E
66.44'
50
51
S 3V40'41' E
248.65'
51
55
N 60-231T E
512.6U'
55
54
S 22'59W E
' 85.17
54
32
N 67'45W E
79.67
33
35
N 61'0627' E
224.44'
35
37
N 7554'09r' E
34.80'
37
38
N 67'1T51' E
5a,54'
38
40
N 65'117ST E
159.86'
40
44
S 26'34'25' E
865.OT
44
46
S 52.4713' W
88.4r
46
48
S B5't6VT W
599.97'
48
200
N 15'38'59' W
443.9T
24O
34
S B1'13'O5' W
438.66'
34
36
S 75'1833' W
112-0'
36
39
S 58'41'SB" W
1mer
39
41
5 7T40W W
247.5B'
41
42
S 7350'26' W
292.00'
42
47
N 41'30'51' W
3324S
44
CARE

From To seating Distance
72
74
N 14018'4r W
139.35'
74
76
N SM718' E
277.49'
76
79
N 23'5121' E
94.98'
79
81
N17'19*=E
376.2r
81
83
N 3rWSr E
131.42
83
85
N 68'0 W E
16291'
85
87
S 72'50W E
82490
186
87
N 33372r W
110.10'
64
86
N 1'41tr E
53.14'
84
82
S 36'28W W
111.71'
82
133
S 44.40'43' E
260.W
133
75
N 69'49W E
170.48'
73
75
N 35.14'4S' W
93.84'
Owl- �a
Lot 1
&29 ACRES
I
•- 79
d,Ole76
1 74
rr
i'
1 ~ '
./
r'-rI
.-'.•Jr LAGOO
\ 70
ERR
59
61
From Ta
57 59
59 61
61 63
63 66
66 65
65 64
84 62
62 58