820725_CORRESPONDENCE_20171231

NORTH CAROLINA
Department of Environmental Quai

Worer Resources
ENV IRON MEN FAI, OUA{,FTY
Coharie Hog Farm
Lafayette Farms L-7
P. O. Box 1391
Clinton, NC 28328
Dear Coharie Hog Farm:
RECEIVED
DEQIDWR
AUG 3 1 Z016
WORDS
FAYETTEVILLE REGIONAL OFFICE
August 29, 2016
PAT MCCRORY
� avn"G-
DONALD R. VAN DER VAART
sue- -y
S. JAY ZIMMERMAN
Direrwr
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS820725
Lafayette Farms L-2
Lagoon No. - 1
Animal Waste Management System
Sampson County
The Division of Water Resources (Division) received your sludge survey information on July 18,
2016. With the survey results, you requested an extension of the sludge survey requirement for
the Lagoon No. -1 at the Lafayette Farms L-7. Due to the amount of treatment volume
available, the Division agrees that a sludge survey is not needed until 2019.
The next sludge survey for the Lagoon No. - 1 at this facility should be performed before
December 31, 2019.
Please call me at [phone] if you have any questions.
Sincerely,
J. R. Joshi
Animal Feeding Operations Program
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS820725
State o(Norlh Camlina I Environmental Quality i Water Resources
1636 Mail service Center I Raleigh, North Camlina 27699-1636
Y I Y m) 7 LYilrl

Notification of Change of Ownership 9 Z ! 7Zj�
PRECEIV�`,
Animal Waste Management Facility
�D
(Please type or print all information that does not require a siWe) 3 2010
In accordance with the requirements of 1 SA NCAC ?T .1304(c) and 15A NCAC 2T. 1305 d) this form is official notificati�5f/
to the Division of Water Quality (DWQ) of the transfer of ownership of an Anit9RRxA�¢dQNMRKE This fo
must be submitted to DWQ no later than 60 days following the transfer of ownership.
General Information:
Name of Farm:/1•t r�- i' L►r.•+x� �f�r L ^ 7 Facility No: k.- - 7
Previous Owner(s) Name: Vr�lt�rl,° Cy '4_ Phone No: r1 _
New Owner(s) Name: Phone No:
Mailing Address:
RIM
Farm Location: Latitude and Longitude: 3V� '>r t I�� 3" County:
Please attach a copy of a county road map with location identified and describe below (Be specific: road_ names, directions,
milepost, etc_): A'41 1- /gg— dA, 6 .- 1,-5 <e­/-* , C 6�,j. nS =, t2l,­ /1-6-0- 40
Ooeration Description:
Type ofSwine No. of Animals
0 Wean to Feeder
1'Feeder to Finish
0 Farrow to Wean
0 Farrow to Feeder
0 Farrow to Finish
0 Gilts
0 Boars
t S— A,
Type of Poultry
❑ Layer
© Pullets
No. ofAnimals
e--. n o
Tvpe of Cattle
0 Dairy
0 Beef
No. of Animals
Other Type of Livestock: Number ofAnimals:
Acreage Available for Application: 7 " ' 1 Required Acreage:
Number of Lagoons / Storage Ponds : Total Capacity: 075 V Cubic Feet (ft3)
*******rt******rtrt*****rr+*rtrt**rtrtrtrtrtrt*rt•rtrt**rt*rt**rtrt****«********rt**rt********rt*********
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the Certified Animal Waste Management Plan (CAWMP) for the farm named above
and will implement these procedures. I (we) know that any modification or expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a permit modification before the new animals
are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application system to
surface waters of the state either directly through a man-made conveyance or from a storm event less severe than the 25-year.
24-hour storm and there must not be run-off from the application of animal waste. I (we) understand that this facility may be
covered by a State Non -Discharge Permit or a NPDFS Permit and completion of this form authorizes the Division of Water
Quality to issue the required permit to the nne+' wland owner.
Name of'Previous Owner:'{
Signature:
Name of New LajukOWn
Signature
Name of :Manager(if diffrrf'rit from owner):
Signature
Please si,4ae D*VEhR tcDW%:
Aquli;'r r3T iertlOn Sidon ,
AUG12 Zola,
N. C. Division ot'N'Vater Quality
.aquifer Protection Section
.animal Feeding Operations Unit
1636 lail Service Center
ltateizh. NC 2-699-1636
Date: ;�7- L/ —"' 47
Date:%U
Date:
'\lay 2. 2007

WASTE UTILIZATION PLAN
Coharie Hog Farm
Thursday, March 05, 1998 F_ t _/0 14,fdak
Producer: LAFAYETfE FARMS -
Farm Name: L-7 82.725
P O BOX 1391
CLINTON.NC 28329
Telephone # : [phone]
Type of Operation ; Feeder to Finish Swine
Number of Animals. 5880 hogs design capacity
Application Method: irrigation
The waste from your animal facility must be land applied at a specified rate to.prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly -
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under OEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis report
from your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
Page 1 of 9
;t.

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
5880 hogs X 1.9 tons wastelhogslyear = 11172 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5880 hogs'X 2.3 Ibs PAN/hogs/year = 13524 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LSS AW APPLIC.
DETERMINING PHASE CODE NIACRE MACRE USED TIME
10998
2
INORFOLK 2-6%
i I BH
i— 6.11
305
01
9.93
3028.65
MAR-OCT
16998
2
INORFOLK 2-6%
SG
11
50
01
9.93
-
496.5
SEP-MAY
10998
4
!BLANTON 0-5%
I SH
I 4.51
2251
q
14.42
3244.51
MAR-OCT
10998
4
IBLANTON 0-5%
- i SG
11 -
501 _
01
14.42
7211
SEP-MAY
10998
-
4.1
4.1
5
5
6
6
IMARVYN2-6%
-'MARVYN 0 2°/6
'13 NfOF 0-5°k
�BLANTON 0-5%
BLANTON 0-5°/a
-- !BLANTON 0-5%
1� BH�1 61
—_. SG 1 r
BFi 4.5;
- SG 13
— BH 4.5;
—
SG 1
3001
50` --'-01
2251
50;
2251
501
01
0
0'
0�
01
9-93
— 9.93
9.23
9.23
3.17
3.17
29791
MAR-OCT
I 1099$
496.5' SEP-MAY
2076-75i MAR-OCT
461.5; SEP-MAY
-
713.251 MAR-OCT
158.51 SEP-MAY
474LIMAR-OCT
10998
1099$ j-
10998 j
10998 I-
11.0.9.98. �^
-__-
7 WRVYN 2-6% - -- BH 6, 300[ �01 1581
—
10998
7
IMARVYN 2-6%
LL 5G 3
1
501
ql
1.58F
791
$Ei'-MAY
TOTALS: 14929.2
-- Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastem counties of NC to have a nutrient management plan that addresses all
nutrients- This plan only addresses Nitrogen.
Page 2 of 9
;&

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

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
(TABLE 1 58.19 14,929 '
k
TOTALS: 58.191 14,929
AMOUNT OF N PRODUCED: 13,524
'BALANCE -1,405
*** This number must be less than or equal to D in order to fully. utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in
the fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE, The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 2175.6 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake,rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months- In no instance should the volume of
waste being stored in your structure be within 2.3 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts
APPLICATION APPLICATION
TRACT
FIELD
SOIL. TYPE
CROP
RATE (inlhr) AMT (inches)
;10998
-
NORFOLK 2-6%
SG
5z Q '1
'
NORFOLK 2-6%
BH
0.50 i ._'1
_ �1�10998
.
i10998
4.1, 7 T
MARVYN 2-6%
BH
0.00 *1
--�-
10998
-
-4.1 ^
---_
MARVYN 0 2°� -
^si
0.00 "i
00998
BLANTON 0-5%
B
-SG
- 0-75 --�- -- ,� - —
II 0.75 '1
110998
4, 5, 6
BH
` This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4 of 9
4..

NARRATIVE OF OPERATION
Acreages shown are irrigated acres from "Wastewater Irrigation Design" dated 5-23-02, by
Greg Swain,P.E.
Page 5 of 9
;x.

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

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

NAME OF FARM: L-7 82-725
OWNER I MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
nanf'ed above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acres to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: LAFAYETTE FARMS
SIGNATURE: DATE:J, $ c(- 1 O
NAME OF MANAGER (if different from owner):
please print -
SIGNATURE: HATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS- (AGENCY): 103 Country Club Circle
- - Clinton, NC 28328
(910) 38 -1000
SIGNATURE: DATE:
Page 9 of 9
4,.

COHARIE
FARMS SLUDGE SURVEY EXEMPTIONS APPROVAL
March 11, 2009
NO.
FARM NO.
OWNER NAME
FARM NAME
COUNTY
REGIONAL
OFFICE
LAGOON ID
EXTENSION
APPROVED UNTIL
YEAR
1
AWS310066
Charles Edwards
Cedar Lane Farm
Du lin
Wilmington
j Big & Small Lagoons
12/31/2011
2
AWS310395
Christopher IIeath
C & S Farm
Duplin
Wilmington
L#1 & L#2
I 12/31/2012
3
4
5
6
7
AWS310792 Michael Hunter
AWS400011 Brown Marsh Farms LLC
AWS400011 Brown Marsh Farms LLC
JAWS400037 Marlowe Farm LLC
AWS510041 Whitley Stephenson
Hunter Farm
Dirt Road Farm
Dirt Road Farm
Little Creek Hop Farm
Spring Meadow Farm
Duplin Wilmington
Greene Washington
Greene Washington
Greene Washington
Johnston Raleigh
1
B1 & C1
_ C2
L#2 only
L#3 onl�-12/31/201
, 12/31/2011
I 12/3112010
I 12/31/2012
12!31/2010
0
8
AWS510055 Tracy Denning
T & S Denning farm
Johnston Raleigh
1
12/31/2012
9
AW1670053
Coharie Hog Farms
Coharie Farms Gl 1
Onslow
j Wilmington
1
12/31/2012
10
AWS820037
James Herring
James Herring Farm
Sampson
Fayetteville L#1
12/31/2012
11
AWS820072
ADJ Farms Inc
ADJ Hop Farm3-5 _
Linoard Howard & Son
SampsonlFayetteville
Sampson
Sampson W
IFayetteville
L#2 only
I L#1
12/31/2010
12/31/201 1
12
AWS820074
Linoard Howard
13
AWS820161
Arthur Naylor
Arthur Lee Na for
Fayetteville
Finishing & Nursery
12/31/2012
14
AWS820175
Jay Sullivan
Jay Sullivan Farm
Sampson
Fayetteville
L#1
12/31/2012
15
AWS820315
Bobcat Farms LLC
Bobcat Farm
Sam son
Fayetteville
L#2 only
12/31/2012
16
AWS820406
Coharie Hog Farm
Coharie Farms C4
Sam son
Fayetteville
l
` 12/31/2011
17
AWS820494
Coharie Hog Farm
Coharie Farms New Nursery
Isairipson
Fa etteville
1
12131/2012
18
AWS820516
Thomas Howard
Thomas Howard & Sons Farms I
Sampson
Fayetteville
L#1 only
I 12/31/2012
19 _
AWS820529
Ronald Davis
Davis Nursery
Sampson
Fayetteville
L#1 & L#2
12/31/2010
20
XWS820586
F.I. Faison
Sonny Gold/ Sonny Swine
Sampson
Fayetteville
Sonny#] only
12/31/2012
21
AWS820624 lCarlton
Barefoot
Sinclair Sow Farm
Sampson
Fayetteville
1
12/31/2012
22
AWS820677
Joel Parker Farms Inc
Running Branch #1
Sampson
Fayetteville
1
12J31/2011
23
AWS920725
Coharie Hog Farms
Coharie Farms C-7
Carroll Grad� Farm A, B, & C
4M Hog FarimInc- I.'.
Sampson
Wa e
Wayne lWashington
Fayetteville
Washington
I
I
Lagoon C only
1
12/31/2012
12/31/2012
12/31/2010
24
AWS960138
Carroll Grady
25
AWS960161
Charles McClenny
3/11/2009 mdg

�' #0 VW
W�FARMS•
February 16, 2007
NC Division of Water Quality
Water Quality Section
Non -Discharge Compliance/Enforcement Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Dear Sir or Madam,
For the Animal Facility Annual Certification Form for Coharie Hog Farm C-7
(permit number NCA282725) for calendar year 2005, 1 submit the following:
#8. This farm was stocked with animals in May 2003 and does not require
a sludge survey until after 5 years of operation.
Thank you for your attention and cooperation regarding this matter.
Sincerely,
c �"L
W. Nelson Waters Jr.
Owner
300 Westover Rd./Clinton, N.C. 28328/Fhone 910-592-0105

WASTE UTILIZATION PLAN
Coharie Hog Farm
Thursday, March 5, 1998
Producer
Farm Name:
Telephone # :
Type of Operation
COHARIE HOG FARM
C-7
300 WESTOVER RO
CLINTON,NC 28328
[phone]
Feeder to Finish Swine
Number of Animals : 5880 hogs design capacity
Application Method: Irrigation
RECEIVED � 2�
l.PR 0 91009
- FA1 'rEVlLLE REi> GNX offiCE
YJ — .�� ;L S _1
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
g rown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normaliy waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. ❑o not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. if you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis report
from your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H_0217 adopted by the Environmental Management Commission.
RECEIVED 1 DENR i DWQ
AgUifRr QrfstaMion gpr;tlon
APR 0 2 2009
Page 1 of 9

V
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
5880 hogs X 1.9 tons wastelhogslyear = 11172 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5880 hogs X 2.3 Ibs PANlhogslyear = 13524 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE I: ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE WACRE NIACRE USED TIME
109"
2
NORFOLK 2-6%
BH
6.1
3051
0gl�4.42
3
3028.65
MAR-OCT
10998
2
NORFOLK 2-6%
SG
1
50
03
—0
496.5
SEP-MAY
10998
4
BLANTON 0-5%
BH
4.5
225
3244.5
MAR-OCT
1D998
4
BLANTON 0-5%
SG
1
5o
02
721
SEPTV Y
1D998
4.1
MARVYN 2-6%
BH
6
300
0
9.93
2979
MAR-OCT
ID996
- 4.1
MARVYN 0-2%
SG
1
50
0
9.93
496.5
SEP-MAY
1D998
5
BLANTON 0-5%
BH
4.5
225
0
9.23
2076.75
MAR-OCT
10998
5
BLANTON 0-5%
SG
1
50
0
9.23
461.5
SEP-MAY
10998
6
BLANTON 0-5%
BH
4.5
225
0
3.17
713.25
MAR-OCT
10998
6
BLANTON 0-5%
SG
1
50
0
3.17
158.5
SEP-MAY
10998
7
MARVYN 2-6%
BH
61
360
0
1.58
474
MAR-OCT
10998
7
JMARVYN 2-6%
SG
1
50
0
1.58
791
SEP-MAY
TOTALS: 14929.2
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2of9

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

TOTALS FROM TABLES 9 AND 2
ACRES LBS AW
N USED
'TABLE 1 2 14,929
TOTALS: �/� _ 14,925
AMOUNT OF N PRODUCED: 13,524
—BALANCE -1,405
' This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in the
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 2175.6 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 2.3 feet of the top of the dike.
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 Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE Pnlhr) AMT (inches)
10998
NORFOLK 2-6%
y SG
0.50
'1
10998
2
NORFOLK 2-6%
BH
0.50
'1
10998
-7
MARVYN 2-6%
SG
0.00
"1
10998
4,1, 7
MARVYN 2-6%
BH
0.00
'1
10998
-4.1
MARVYN 0-2%
SG
0.00
'1
10998
4, -5, -6
BLANTON 0-5%
5G
i 0.75
"1
10998
4, 5. 6
BLANTON D-5%
BH
0,75
"1
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4of9

NARRATIVE OF OPERATION
CHANGE THIS Acreages shown are irrigated acres from "Wastewater Irrigation Design"
dated 2-23-00,by Greg Swain,P.E.
Page 5 of 9

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions, and
level of management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers" required by DEM. (See FOTG
Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the MRCS Technical Reference -
Environment file for guidance.)
*7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
S. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
the outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from anv residential oropertv boundary
Page 6of9

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

NAME OF FARM: C-7
OWNER 1 MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate tunes and at rates that no runoff occurs.
NAME OF FACILITY OWNER_: COHARIE FARMS
SIGNATURE:
NAME OF MANAGER (if different from owrrpr):
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Coharie Hog Farm
ADDRESS (AGENCY): 300 Westover Rd.
Clinton, NC 28328
(91 ) 592-1122 G d
SIGNATURE: ./ DATE: I e
v),44i
/�__;7L— 9,z--A�
aL
%..Sec.
Page 9 of 9

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O�oF W A7�RQG
CIO ( T
UJGL--I
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen }i. Sullins, Director
Division of Water Quality
July 1, 2007
Coharie Hog Farm 21 �Dl
Coharie Farms C-7 .SUN
300 Westover Rd -
Clinton, NC 28328 - _ __-
ta .
Subject: Certificate of Coverage No. AWS920725
Coharic Farms C-7
Animal Waste Management System
Sampson County
Dear Coharie Hog Farm:
In accordance with your application received on 27-Feb-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Coharie Hog Farm, authorizing the operation of the subject
animal waste management system in accordance with General Permit AWG 100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Coharie Farms C-7, located in Sampson County, with an animal capacity of no
greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 5880 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
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 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition II1.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record ]seeping and reporting. Please y
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwateruuali!y.org location: 2728 Capital Boulevard
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Raleigh. NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: (919) 7) 5-6048
Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to MRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection staff may be reached at 310-433-3300. if you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all ce's)
Sampson County Health Department
Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AW S820725

December 1, 2006
CERTIFIED MAIL
RETURN RECEIPT REOUESTED
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
Coharie Hog Farm j RECEIVED
Coharie Farms C-7
300 Westover Rd DEC 0 6 MS
Clinton, NC 29328
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit DENR - 4*71 NNE REROML OFFICE
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on
July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to
retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State
Non -Discharge General Permits are available at hgp:/ih2o.enr.state.ne.us/aps/afou/downloads.htm or by writing or calling:
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure yQur continued coverage under one of these two "es of eneral permits, you must submit an application for ermit
covets a to the Division. Enclosed you will find a 'Request for Certificate of Coverage Facility Currently Covered by an Ex irin
NPDES General Permit.' Theme ip ication form must be completed and returned by J_auuary 2. 2007. _Please note, yo,u roust include
two (2) copies of your most recent Waste Utilization Plan with the application ication form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS t43-215.I and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the draft general permits, the enclosed application, or any related matter please feel free to contact the
Animal Feeding Operations Unit staff at 919-733-3221.
Sincerely,
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 820725
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet; www.ncwaterqualky—m Location: 2728 Capital Boulevard Raleigh, NC 27604
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Telephone_
Fax 1:
Fax 2:
Customer Service:
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(919) �Vatur,zMy
(919) 71 "58 8
[phone]
[phone]

Q�C W ATF9 p Michael F. Easley, Govanor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
p Alan W. Klimek:, P.E. Director
Division of Water Quality
CERTIFIED MAIL
RETUKN RECEIPT REQUESTED
Coharie Hog Farm
Coharie Farms C-7
300 Westover Rd
Clinton, NC 28328
Dear Coharie Hog Farm,
January 3, 2006 REGE
JAN 2 4 2006
OgyB -t AyETiEV M REGIONAL OfRCE
Subject: Notification for Phosphorus Loss Assessment
Coharie Farms C-7
Permit Number NCA282725
Facility 82-725
Sampson County
There is a condition in your recently issued Animal Waste Management General NPDES Permit
addressing phosphorous loss standards. The permit condition quoted below states that if the state or
federal government establishes phosphorus loss standards your facility must conduct an evaluation within
180 days. The Federal Natural Resources Conservation Service has now established this standard. A
computer -based program was developed to determine how much phosphorus was being lost from
different fields. Instructions on how to comply with this requirement are provided below.
In accordance with your NPDES Pernrtit Number NCA282725 Condition L6, your facility must now
conduct a Phosphorus Loss Assessment. Condition I.6 states:
"If prior to the expiration date of this permit either the state or federal government establishes
Phosphorus loss standards that are applicable to land application activities at a facility operating
under this permit, the Permittee must conduct an evaluation of the facility and its CAWMP under
the requirements of the Phosphorus loss standards to determine the facility's ability to comply
with the standards. This evaluation must be documented on forms supplied or approved by the
Division and must be submitted to the Division. This evaluation must be completed by existing
facilities within six (6) months of receiving notification from the Division.
Once Phosphorus loss standards are established by the state or federal government that are
applicable to facilities applying to operate under this permit, no Certificate of Coverage will be
issued to any new or expanding facility to operate under this permit until the applicant
demonstrates that the new or expanding facility can comply with these standards."
The method of evaluation is the Phosphorous Loss Assessment Tool (MAT) developed by NC State
University and the Natural Resources Conservation Service. PLAT addresses four potential loss
pathways: leaching, erosion, runoff and direct movement of waste over the surface. Each field must be
individually evaluated and rated as either low, medium, high or very high according to its Phosphorus
1vo Carolina
)VI&I ally
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Intent: http://h2o.enr.state.nc.us .2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
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Coharie Hog Farm
Page 2
January 3, 2006
loss potential. The ratings for your farm must be reported to DWQ using the attached certification form_
The PLAT forms must be kept as records on your farm for future reference.
From, the date of receipt of this letter, a period of 180 days is provided to perform PLAT and return the
certification form to DWQ. Only a technical specialist who has received specific training may perform
PLAT. You are encouraged to contact a technical specialist now to run PLAT on your farm. Your local
Soil and Water Conservation District may be able to provide assistance. This information on the attached
form(s) must be submitted within 180 days of receipt of this letter to:
Animal Feeding Operations Unit
Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
NPDES permitted farms will need to have implemented a nutrient management plan which addresses
phosphorus loss before the next permit cycle beginning July, 2007. If you have any fields with ahigh or
very high rating, then your waste utilization plan will require modifications. The purpose of performing
PLAT this early is to allow adequate time for making waste plan modifications where necessary. With
the next permit, continued application of waste will not be allowed on fields with a very high rating. For
fields rated high, only the amount of phosphorus projected to be removed by the harvested crop. For low
and medium ratings, phosphorus will not be the limiting factor. Once the PLAT evaluation is completed
on your farm, you will know if you have fields that need further work. You are encouraged to begin
developing and implementing a strategy to deal with any issues as soon as possible.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statue or permitting requirement.
If you have any questions regarding this letter, please do not hesitate to contact me at [phone] or
the Fayetteville Regional Office at [phone].
Sincerely,
Paul Sherman
Animal Feeding Operations Unit
cc: Fayetteville Regional Office
Sampson County Soil and Water Conservation District
Facility File 82-725

O�a� W A TF�pG Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
0 Alan W. Klimek. P.E. Director
Division of Water Quality
August 23, 2005
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
RECEIPT # 7002 2410 0003 0274 7140
Coharie Hog Farm
Attn: Curtis Barwick
Farm C-7
300 Westover Rd.
Clinton, NC 28328
RE: Sludge Survey Testing Dates
Facility # 82-725
Sampson County
Dear Curtis Barwick:
:to 2 t
OcNR - FA1 t� REGIONAL OFr^rCE
The Division of Water Quality (DWQ) received your sludge survey information on July
27, 2005. With your survey results, you requested that a sludge survey for the lagoon at the
Johnny Hope Farms not be required until 2007.
Because this lagoon started operation in 2003, a sludge survey is not required for 5 years,
or 2008. The results of the 2008 sludge survey are to be submitted with the Annual Certification
Form that will be due on March 1, 2009.
Thank you for your attention to this matter. If you have any questions, please call me at
[phone].
Sincerely,
���
Keith Larick
Animal Feeding Operations Unit
cc: File# 82-725
Fayetteville Regional Office
Aquifer Protection Scction 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: http:/lh2o.enr.sta1e.nc.us 2728 Capital Boulevard Raleigh, NC 27604
?P thCanoll,>a
Aalwvlly
Phone [phone] Customer Service
Fax [phone]
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A.N `I�LA L FACILITY AN�IV`L -kL: CER L IFICATION FORM
Certificate of Coverage or 31:1 it Nunbtr /' C 11 a,',2 72 !r Count<f 'fie-- Year 00 �
Facility Marne (as shown on Certificate of Coverage or Perrrzit)(04at f/C
Operator in Charge for this Facility -8f Aw t �+ Certification 7
Land application of animal -waste_ as. allowed:o-,,.t.'ne above p .~snit occurred.during_thl-_past calendar rear__
YES X NO. If NO, slip Part 1 and Part II and proceed to the certification. A-iso, if animal waste
was generated but not land annlitd, please attach an explanation oD hove the animal waste was handled_
Part I : Facility Information_
1. Total number of applicatiorf Fields J or Pulls 0 (please check the appropriate box) in the Certified Animal
Vvaste Management Plan (CA�vIP):
Total Useable Acres approved in the CAW -NO
2. Total number of Fields D or Pulls El (please check the appropriate box) on which land application
occurred during the year:
Total Acres on which waste was applied
I Total pounds of Plant Available Nitrogen (PAN-) applied during the year for all application sites:
4. Total pounds of Plant Available Nitrogen (PAN} allowed to be land applied annually by the CAVIMP and
the permit:
5. Eszimatecl amount of total rrlanure, litter and process wastewater sold or,given- -to other persons and taken
off site during the vear
tons ❑ or gallons ❑ (please check the appropriate box)
6. A=ual average number of animals by type at this facility during the previous year:
7. Largest and smallest number of animals by nee at this facility- at any one tune during the pre`�iots year:
Largest _
Smallest
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility- is the annual average numbers)
S. Facility's Integrator if applicable:
Part II: Facility Status:
IF THE ANISV4'ER TO �N-Y STATEMENT BELOW' IS "tiO", PLEASE PROVIDE A 'WRITTEN
DESCRIPTION AS TO Rom' THE FACILITY -W AS NOT COMPLL-.NTT, THE DATES OF ANT NON
COIviPLIANCE_ AND I✓XTLAINI COPRECTIV EE ACTION T_ _BEN OR PROPOSED TO. BE TAKEN TO
BRLNG T?�S FACILITY BACK INTO COIvIPLL�NCE.
1. 0r]v animal waste acneraTtd at his rac-dityT was applied io the pe-�mlued sites during r— xes I1 No
Abe past calendar tear.
FOMR-FATMt
EIVED
2 3 2006
LLEREGIQ�E 0FRGE

V. _. *.
2. The facility was operated in such a way that there was no direct runoff- waste from ❑ Yes No
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
3, There was no discharge of waste to surface water from this facility during the past ❑ Yes ❑ No
calendar vear. ;r
4. There was no freeboard violation in any lagoons or storage ponds at this facility during
Q Yes
❑,
-:,:..the past -calendar-year. ' .....
-.
5. There•wa5=no'PAN application to -any fields or crops dithis facility greater thaii the " ❑Yes
.❑ Now'
_
levels specified in this facility's CAWNIP during -the past calendar. year.
-
-
6. All land application equipment was calibrated at least once during the past calendar year.
❑ Yes
❑ No
'7. 'Sludge accumulation in all lagoons did not exceed the volume for which the lagoon ❑=Yes
❑ Now°
`-1-was designed or reduce the lagooh's minimum treatment volume to iess-than'the volu e'`
:for which the lagoon was designed.
8. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification-
❑ Yes
❑ No
9. Annual soils analysis were performed on each field receiving animal waste during the
❑ Yes
❑ No
past calendar year.
^❑
10. Soil pH was ;maintained as specified in the permit during the past calendar Year?
Yes
❑ No
11. All required monitoring and reporting -was performed in accordance with the facility's
❑ Yes ❑ No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during
❑ Yes []No
the -past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality.
w
Crops as specified in the CAWMP were maintained during the past calendar year on all
❑ Yes ❑ No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAWNT for this facility were
❑ Yes ❑ No
maintained during each application of animal waste during the past calendar year.
"I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in -accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person'or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted -is, t6the best of
my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
0 IV,, " b KoJ�u� W4
Permittee N aifie and Title ( e or print)
Signature
Signature of Operator in Charge
(if different from Perrnittee)
Fr. PA, l � ,
2 .2, 6 -2 oo4�
Date
-,� 0 _eb
Date
AFACF 3-14-03 1

• FARMS
February 20, 2006
NC Division of Water Quality
Water Quality Section
Non -Discharge Compliance/Enforcement Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Dear Sir or Madam,
For the Animal Facility Annual Certification Form for Coharie Hog Farm C-7
(permit number NCA282725) for calendar year 2005, 1 submit the following. -
No waste has been land -applied since this farm was stocked with
animals in May 2003.
Thank you for your attention and cooperation regarding this matter.
Sincerely,
h
W. Nelson Wa s .
Owner

Y% AN VIAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number /"G&D 72_ County 54 psi,.. � Year 200 �}
Facility Name (as shown on Certificate of Coverage or Permit)_ C11 4&e, f- !...
Operator in Charge for this Facility (' kr �, s l �•c>w� c t!c Certification 4 L3 7
Land application of animal waste as allowed by the above permit occurred during the past calendar year
YES NO. If NO, skip Part I and Part II and proceed to the certification. Also, if animal waste
was generated brit not land applied, please attach an explanation on how the animal waste was handled.
Part I : Facility Information:
1. Total number of application Fields ❑ or Pulls ❑ (please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP):
Total Useable Acres approved in the CAWMP
2. Total number of Fields ❑ or Pulls ❑ (please check the appropriate box) on which land application
Occurred during the year.
Total Acres on which waste was applied
a . Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
5. Estimated amount of total manure, litter and process wastewater -sold or given -to other peon and taken
off site during the year tons ❑ or gallons ❑ -(please check the appropriate box)
6_ Annual average number of animals by type at this facility during the previous year.
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest
Smallest
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average numbers)
S. Facility's Integrator if applicable:
Part II: Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BR-2 G THIS FACILITY BACK INTO COMPLIANCE.
1- Only animal waste generated at this facility was an_ piled to the permitted sites during Yes ' No
the oast calendar year.
AFACF 3-14-03
RECEIVED
FEB 2 5 2005
I OENR - FAYET Mm LE REGIONAL OFFICE

The facility was operated in such a way that there was no direct runoff of waste from El Yes ❑ No
the facility (including the houses, lagoonslstorage ponds and the application sites) during
the past calendar year.
i. T-Here was no discharge of waste to surface water from this facility during the past ❑ Yes ❑ No
calendar year.
I. There was no freeboard violation in any lagoons or storage ponds at this facility during ❑ Yes ❑ No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the El Yes ❑ No
levels specified in this facility's CAWW during the past calendar year.
6. All land application equipment was calibrated at least once during the past calendar year. ❑ Yes ❑ No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon ❑ Yes ❑ No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was designed.
8. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification. ❑ Yes ❑ No
9. Annual soils analysis were performed on each field receiving animal waste during the ❑ Yes ❑ No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year? ❑ Yes ❑ No
I I . All required monitoring and reporting was performed in accordance with the facility's ❑ Yes ❑ No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during ❑ Yes ❑ No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality. -
13. Crops as specified in the CAWNIP were maintained during the past calendar year on all ❑ Yes ❑ No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAWMP for this facility were ❑ Yes ❑ No
maintained during each application of animal waste during the past calendar year.
"I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
�'� S } i/� • 111 •c I• i e kd-, V14 kit
N e az�d Title (ye or print)
Signature or operator in t_n
(if different from Permittee)
AFACF 3-14-03
Date
Date

_.,'*A
• FARMS•
February 22, 2005
NC Division of Water Quality
Water Quality Section
Non -Discharge Compliance/Enforcement Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Dear Sir or Madam,
For the Animal Facility Annual Certification Form for Coharie Farms C-7 (permit
number NCA282725) for calendar year 2004, 1 submit the following:
This is a new facility in which animals were first stocked in 2003. Waste
has been generated, but has not reached a level in the lagoon where
application is necessary.
Thank you for your attention and cooperation regarding this matter.
Sincerely,
W. Nelson Waters
Owner
,doe Westover Rd./Clinton, N.C- 28328/Phone [phone]

$Z — -7zS
Curtis Barwick
From: Keith Larick [e-mail]]
Sent: Friday, August 05, 2005 9:08 AM
To: Curtis Barwick
Subject: Re: Sludge Survey Exemptions
Curtis,
1 have added the clue date of the next sludge survey to the spreadsheet_ Let me know if you have any questions.
Thanks,
Keith
Curtis Barwick wrote:
Thank you Keith. I look forward to hearing from you.
CURTIS
-----Original Message -----
From: Xeith Larick(mailto:[e-mail]]
Sent: Wednesday, July 27, 2005 5:35 PM �
To: Curtis Barwick
Subject: Re: Sludge Survey Exemptions
Curtis,
I got the mailing, and should get to it soon.
Keith
Cuicis Barwick wrote:
` Keith,
Please seethe attached list of farms that I am asking for exemptions from
the annual sludge survey. I am sending via USPS the information Sheets for
each individual farm. I am emailing this list so that you can reply back
after you have finished, with the due date for the next. survey (if granted
an extension). This should save you having to send a letter to me about it.
Hopefully this will make it easier for you.
I look forward to hearing from you.
Thanks, CURTIS.
1)11 f1 !7 A (14

SLUDGE SURVEY EXEMPTION LIST
CURTIS BARWICK
910 590-6314
AN
County # Facility # Farm Name
First Name
Last Name I`
i
County
Type Next Survey
Due
26
59 David Collier Farm
David
Collier
Cumberland
Finish
200'
51
28 J & M Hog Farm
J & M Hog Farm
Johnston
Finish
200'
'\GOON 1 & 3 51
41 Spring Meadow Farm Unit 1
Whitley
Stephenson
Johnston
Sow
20D
51
46 Sandy Ridge Pork
Whitley
Stephenson ;
Johnston
Sow
200!
WGOON #245T'3 82
42 John O Royal, #1-8
John
Royal
Sampson
Finish
200'
^- a� 82
53 F & W Farms 1 B - T Farm
F & W Farms :
Sampson
Finish
200'
82
74 Linoard Howard & Son (New Farrr
Linoard
Howard
Sampson
Finish
200
82
98 F&B Farms
Harold Frederick & Freddi
Butler
Sampson
Finish
200
82
132 Sam Hope Farms
Samuel J.
Hope
Sampson
Finish
200
82
188 F&W Farms
James
Faircloth
Sampson
Finish
200
82
190 Billy Lockamy Farm
Billy
Lockamy i
Sampson
Finish
200
82
202 Simmons Hog Farm
Ray
Simmons
Sampson
Finish
200
82
215 T&T Farms
Frederick
Thornton
Sampson
Finish
200
82
606 Goshen Farms
W. Nelson
Waters Jr
Sampson
Finish
200
�666.:Johnny Hope. -arms. ; ;':
;John A. ;, � .
Hope I :
Sampson :_Finish
200
82
667 Hall Farm
Cohane Hog Farm
I
Sampson
Finish
200
82
725 C-7
Coharie Hog Farm
Sampson
Finish
200
82
61 Knotty Pine Farm
Mike
Herring
Sampson
Finish
200
AGOON #2 Or 82
315 Bobcat Farms
Henry
Moore
Sampson
Sow
200
82
711 Henry Moore Finisher/Bad Branch
Henry
Moore
Sampson
Finish
20C
82
714 SHW Sow Farm LLC
SHW Sow Farm LLC
;
Sampson
Sow
20C
96
28 Bennie Barwick Finishing
Bennie
Barwick
Wayne
Finish
20C

O� W A TF9 Michael F. Easley, Governor
O� pG William G. Ross Jr_, Secretary
y North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Duality
April 10, 2003
Coharie Hog Farm
Coharie Farms C-7
300 Westover Rd
Clinton, NC 28328
Subject: Certificate of Coverage No. NCA282725
Coharie Farms C-7
Swine Waste Collection, Treatment, Storage and
Application System
Sampson County
Dear Coharie Hog Farm:
On March 14, 2003, the North Carolina Division of Water Quality (Division) issued an NPDES General Permit for
swine facilities. The General Permit was issued to enable swine facilities in North Carolina to obtain coverage
under a single permit that addresses both State and Federal requirements.
In accordance with your application received on February 20, 2003, we are hereby forwarding to you this Certificate
of Coverage (COC) issued to Coharie Hog Farm, authorizing the operation of the subject animal waste collection,
treatment, storage and land application system in accordance with NPDES General Permit NCA200000_ The
issuance of this COC supersedes and terminates your COC Number AWS820725 to operate under State Non -
Discharge Permit AWGI00000.
This approval shall consist of the operation of this system including, but not limited to, the management of animal
waste from the Coharie Farms C-7, located in Sampson County, with an animal capacity of nob eater than an
annual average of 5880 Feeder to Finish swine and the application to land as specified in the facility's Certified
Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or Farrow to Feeder operation, there may
also be one boar for each 15 sows. Where boars are unneccessary, they may be replaced by an equivalent number of
sows_ Any of the sows may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until July 1, 2007. 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.
Prior to May 31, 2003. the irrigation system and cropping system shall be installed as designed. Upon completion of
construction. Section IIIB and Section IIID of the Animal Waste Management Plan Certification must be
appropriately signed and submitted to the Division certifying that these facilities have been installed in accordance
with the approved design and the CAWMP, and other supporting materials. Mail the Certification to the Water
Quality Section, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
The Fayetteville Regional Office, telephone [phone]. shall be notified at least forty-eight (48) hours in
advance of operation of this facility so that an in -place inspection can be made. Such notification to the regional
supervisor shall be made during the normal office hours from 8.00 a.m. until 5:00 p.m. on Monday through Friday,
excluding State Holidays.
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Customer Service Center
An Equal Opportunity Action Employer
P 1,
NMEh[R
Internet httpl/h2o.enr.state.nc.usJndpu
Telephone [phone] Fax [phone]
Telephone 1 B00 623-7748
50% recycled/10% post -consumer paper

Please carefully read this COC and the enclosed General Permit. Since this is a new joint State and Federal general
permit it contains many new requirements in addition to most of the conditions contained in the current State general
permit. Enclosed for your convenience is a package containing the new and revised forms used for record keeping
and reporting. Please w careful attention to the record keeping and monitoring conditions in this permit. _ _The
Devices to Automatically Stop Irrigation Events Form must be returned to the Division of Water Quality no later
than 120 days following receipt of the Certificate of Coverage. The Animal Facility Annual Certification Form
must be completed and returned to the Division of Water Quality by no later than March 1st of each year.
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 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, the Clean Water Act and 40 CFR 122.41 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 NPDES 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
Perri -tit, please contact J R Joshi at [phone] ext. 363.
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Fayetteville Regional Office, Water Quality Section
Sampson County Soil and Water Conservation District
Permit File NCA282725
Permit File AWS820725
NDPU Files

Swine Farm Waste Management Odor Control Checklist
Source Cause HMPs to Minliniie Odor Site Specific Practices
Farmstead • Swine production ■ Vegetative or wooded buffers;cr j �w {fir .4 u,r,E,c (.,,� 414ct
❑ Recommended best management practices;
■ Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals ❑ Dry floors
Floor surfaces • Wet manure -covered floors ■ Slotted floors;
■ Waterers located over slotted floors;
❑ Feeders at high end of solid floors;
❑ Scrape manure buildup from floors;
❑ Underfloor ventilation for drying
Manure collection pits . Urine; M Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
❑ Underfloor ventilation
Ventilation exhaust fans • Volatile gases; ■ Fan maintenance;
Dust
❑
Efficient 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-
13
Flush lank covers;
liquid while,lanks are filling
❑
Extend fill lines to near bottom of tanks with
anti -siphon vents
Flustl allcys
• Agitation during wastewater
❑
Underfloor flush with underfloor ventilation
conveyance
I'it recharge points
Agitation of recycled lagoon
❑
Extend recharge lines to near bottom of pits
liquid while pits are filling
with anti -siphon vcnls
Lift stations
• Agitation during sump lank
❑
Sump tank covers
filling and drawdown
Outside drain collection
• Agitation during wastewater
N
Box covers r
or junction Boxes
conveyance
r
AMOC - November 11, 1996, gage 3

Source
Cause
BMPs to Minimize Odor Site Specific Practices
End of drainpilres at
. Agitation during wastewater
d-
Extend discharge point of pipes underneath
lagoon
conveyance
lagoon liquid level
Lagoon surfaces
• Volatile gas emissions;
■
Proper lagoon liquid capacity;
• Biological mixing;
■
Correct lagoon startup procedures;
• Agitation
❑
Minimum surface area -to -volume ratio;
IP
Minimum agitation when pumping;
❑
Mechanical aeration;
❑
Proven biological additives
Irrigation sprinkler
• l ligli pressure agitation;
i
Irrigate on dry days with little or no wind;
nozzles
41 Wind drill
®
Minimum recommended operaling pressure;
■
Pump intake near lagoon liquid surface;
❑
Pump from second -stage lagoon
Storage lank or basin • Partial microbial decomposition; C] Bottom or midlevel loading;
surface . Mixing while filling; ❑ Tank covers;
• Agitation when emplying p basin surfacc mats of solids;
❑ Proven biological additives or oxidants
Settling basin surface • Partial microbial decomposition; Cl Extend drainpipe outlets underrrealli liquid
• Mixing while filling; level;
• Agitation when emplying Cl Remove settled solids regularly
Manarc, slurry or sludge • Agitation when spreading; ❑ Soil injection of slurry/sludgcs;
Spreader outlets . Volatile gas emissions ❑ Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
Uncovered rnanure, • Volatile gas emissions while Cl Soil injection of slurry/sludges
slurry or sludge on field drying ❑ Soil incorporation within 48 11rs.;
surfaces
❑ Spread in thin uniform layers for rapid drying;
❑ Provcn biological additives or oxidants
Dead animals • Carcass dccomposiliun ■ l'rol)cr disposition ofcttrcasses
Dead animal disposal • Carcass decomposition ❑ Complele covering of carcasses iu burial pits;
pits ❑ Proper location/construction of disposal pils ,
iricincrat:,rs • 111complele cumbustion ❑ Secondary slack burners
AMOC - November 11, 1996, Page 4

Source Cause 13MPs la Minirnize Odor Sile Specific Practices . -
Standing water around 9 Improper drainage; i Grade and landscape such dial water drains
facilities • Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly utauitained access roads 0 Fa nn access road Maintenance
public roads from farm
access
Additional Information : Available Front :
Swine Manure Management ; 0200 RuIdBMP Packet NCSU, County Extension Center
Swine Production Falco Potential Odor Sources and Remedies , EDAE Facl Sheel NCSU - BAE
Swine Prodn0011 Facility Manure Management: Pit Recliarge - Lagoon Treatment; EBAE 128-88 NCSU - I}AE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment ; EBAE 129-88 NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage ; EDAE 103-83 NCSU - BAE
Calibratiun of Manure and Wastewater Application Equipment , EDAE I -act Shect NCSU - HAE
Controlling Odors from Swine Buildings ; P111-33 NCSU - Swine Extension
Environ111c1rtal Assurance Pfograin ; NPI'C 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 ; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
AMOC - November 11. 1996, Page 5

`1
Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
FRS
Flush Gutters • Accumulation of solids 40 Flush systenF is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
❑ Remove bridging of accumulated solids at
discharge
Lagoons and fits • Crusted Solids M 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 30% of surface.
Excessive Vegetative • Decaying vegetation ■ Maintain vegetative control along banks of
Growl► lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage i Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
■ Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during wittier).
Feed Storage Accumulations of feed residues ❑ Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
r covered bin for brewer's grain mid similar high
moisture grain products).
Cl Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AMIC - November 11, 1996, Page I

Source Cause
BMPs to Control Insects. Site Specific Practices
Anunal holding Areas Accumulations of animal wastes ❑
Eliminate low areas that trap moisture along
and feed wastage
fences and other locations where waste
accumulates and disturbance by animals is
minimal.
❑
Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
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 or disposal.
❑
Provide for adequate drainage around manure
stockpiles.
❑
Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Exlension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613.
AMIC - November 11, 1996, Page 2

Mortality Management Methods
(check which method(s) are being implemented)
❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
6 Rendering at a rendering plant licensed under G.S. 106-168.7
❑ ' Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit. of a size and design
approved by the Department of Agriculture
❑ Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 18, 1996

5
EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ 44 f6 15-y f
EMERGENCY MANAGEMENT SYSTEM :if ;I - b'"'L_ QL _
SWCD 92 - .ZX3
MRCS sya - 79G3
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: Leafage 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: Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irritation pump.
c. N•Iake sure no siphon occurs.
d- Stop all floes in the douse, 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 embankment to catch all seepage,
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by borrowing 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 was 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, call your DWQ (Division of Water Quality)
re-ional office; Phone - After hours, emergency number: 919-733-3942.
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 Iocal 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 Sheriff's 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: %oc Kekn-c C�i: • -4
b. Contractors Address:
c. Contractors Phone:_ 56 cf - &,a
2 December 18, 1996

6: Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: r< <
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.
y December 18, 1996

CAR)
Michael F_ Easley, Governor
William G. Ross Jr„ Secretary
Narth Carolina Department of Environment and Natural Resources
October 4.2002
Coharie Hog Farms
300 Westover Rd
Clinton, NC 28328
Attn: Curtis Barwick
Alan W. Klimek, P.E.. Director
Division of Water Quality
0 2002
Subject: Certificate of Coverage No. AWS820725
Coharie Farms C-7
Swine Waste Collection, Treatment.
Storage and Application System
Sampson County
Dear Curtis Barwick:
In accordance with your application received on May 30, 2002, and subsequent documents, we are
forwarding this Certificate of Coverage (COC) issued to Coharie Hog Farms. authorizing the
construction and operation of the subject animal waste collection. treatment. storage and land
application system in accordance with General Permit AWG100000. This approval small consist of the
construction and operation of this system including, but not limited to, the management of animal waste
from the Coharie Farms C-7, located in Sampson County, with an animal capacity of no greater than
5880 Feeder to Finish and the application to land as specified in the Certified Animal Waste.
Management Plan (CA"A"NIP).
The COC shall be effective from the date of issuance until April 30.2003_ Pursuant to this COC. you
are authorized and required to operate the system in conformity A th the conditions and limitations as
specified in the General Permit. the facility's CA' +NW. and this COC. ,A ith no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CA vN7W and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Prior to March 31.2003, the irrigation system and cropping system shall be installed as designed. upon
completion of construction, Section II B and Section IIID of the Animal Waste Management Plan
Certification must be appropriately signed and submitted to the Division certifying that these facilities
have been installed in accordance with the approved design and the CA WN/IP, and other supporting
materials- Mail the Certification to the Water Quality Section, Non -Discharge Permitting Unit, 1617
Mail Service Center, Ralei& NC 27699-1617.
The Fayetteville Regional Office, telephone [phone], shall be notified at least forty-eight (48}
inspection can be made. Su hours in advance of operation of this facility so that an in-placech
notification to the regional supervisor shall be made during the normal office hours from 8:00 a.m. until
5:00 p.m. on Monday through Friday, excluding State Holidays. V;,
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Intemet http://h2o.enr.state_nc.uslndpu
Telephone [phone] Fax [phone]Q48
Telephone [phone]
50% recy0edfl9"% past -consumer paper
WMENS
DENR Customer Service Center
An Equal Opportunity Action Employer

Please be advised that any violation of the terms and conditions specified in this COC, the General Perm
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request
shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the DWQ prior to a name change oi- change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual non -discharge permit by contacting the engineer listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
The subject farm is located in the Fayetteville Regional Office. The Regional Office Water Quality Staff
may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Sue Homewood at [phone] ext. 502.
Sincerely,
Alan W. Klimek, P.E.
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Fayetteville:Regional-Office,-Water Quality SCcction>
Sampson County Soil and Water Conservation District
Water Quality Central Files
NDPU Files

'Cr0l i 1!' 111
5-30-02
Sue Homewood
NC Department of Environment &
Natural Resources
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Dear Sue,
Please find enclosed a packet of information regarding Coharie Farms C-7. This
is a project begun back in 1994. We have corresponded previously in regards to this
farm and its eligibility to have construction completed because of the exceptions to the
moratorium on swine farm construction contained in House Bill 515. More specifically,
we had a signed contract dated January 8,1997 with McKenzie Grading for construction
of the swine lagoon, which began shortly thereafter and was completed in the summer of
1997. This is allowable under Part 1, Section 1.1 (b) (6) a. & b. A copy of the excavation
contract for the construction of the lagoon for our proposed C-7 farm is enclosed.
We have made modifications to our original design. We have chosen to make
this a 5,880 feeder to finish farm instead of a 2,600 sow farm. The steady-state live
weight will be well below the original design. The lagoon will be more than adequate to
treat the waste produced and there is sufficient cropland for waste application. All of this
is detailed in the new packet. I am including a copy of the original plan so that
comparisons can be made, if needed.
I would be glad to answer any questions you might have concerning this issue
and will be happy to provide any supporting documentation that you may need. Please
contact me with your decision as soon as possible. I may be reached at 910 592-1122
or 910 590-6314. You may contact Jeff Warren, if I am not available, at 910 592-1122 or
910 590-9381.
I look forward to your reply. Thank you for your attention and cooperation
regarding this matter.
Sincerely, n
Curtis Barwick
Land & Environmental Manager
300 Westover Rd./Clinton, N.C. 28328/phone [phone]

AGREEMENT DUPLICATE
This AGREEMENT, entered into this 8't' day of January, 1997, is by and between
McKenzie Grading ("McKenzie") and Coharie Hog Farm ("CHF").
This Agreement is made between the two parties for the purpose of excavating a swine
lagoon at Coharie Hog Farm "C-7" which is located on Peterson Road, Sampson County, North
Carolina _
NOW, therefore, in consideration of the mutual promises and undertakings herein set
out, McKenzie and CHF agree as follows:
McKenzie shall be responsible for the excavation of said lagoon and for the
construction of the building pads. All work is to be performed according to the
state and federal standards as outlined in the building plan. All work must be
approved by CHF and/or its agents.
2_ Any alteration or deviation from above specifications involving extra costs will be
executed only upon written orders and will become an extra charge over and
above the estimate as agreed to by both parties.
3. Proposed price for excavating, back -filling, construction of pads and roadway is
$113,000.00.
4. Proposed work is to begin immediately.
5. All work to be completed in a workmanlike manner according to standard
practices.
6. Payments will be made to McKenzie as requested based upon stage of
completion.
The above price and specifications are satisfactory and are hereby accepted. You are
hereby authorized to do the work as specified. Payments will be made as outlined above.
This the 8"' day of January, 1997.
Coharie Hog Farm
McKenzie Grading
By: By:
elson Waters, Jim McKenzie d
Partner Owner

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit -
New or Expanding Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the Animal Waste
Management Plan (AWMP) certification form, Part II, must be included with this application prior
to the application being accepted as complete.
Application Date:
r
1. GENERAL INFORMATION:
1.1 Faciliryname: r, C 4rw.s —
12 Print Land Owner's name:
1.3 Mailing address:
City: _ _ C . >,, (.A, State: Zip: -I-f' a :x Y7
Telephone Number( 0 ) 5 � 2 - //2Z
1.4 County where farm is Iocated: s „., o
1.5 Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a countyroadmap with the location of the farmfi%deatif/eyd):rd �,�; fiu .. 1�,
dulM�/ta( l . ,'IeS 1�7��-. IrY7 oi. 'Te �/i l��'7 . f;,,_ r+Ir n.a r�ri �ir
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed):
2. OPERATION INFORMATION:
2.1 Facility No.(this will be assigned by DWQ):
(county number); {facility number).
7.) Please cmmnlete thza table. lielnw ac it an"14­ to yoi.ir fstrility 1 6 —+e rert;far rjeS;vn ranarity ThP "NC of Anirr±alc"
should be the maximum number for which the waste management .structures were designed. +
Type of Swine No. of Animals
0 Wean to Feeder
0 Feeder to Finish
J
0 Farrow to Wean (n sow) G li
0 Farrow to Feeder (n sow)
0 Farrow to Finish (I sow)
Type of Poultry No. of Animals
0 Layer
0 Non -Layer
0 Turkey
Type of Cattle No. of Animals
0 Dairy
0 Beef
Other Type of Livestock on the farm: No. of Animals:
< SSA �,
aC : s �, ;..� o v �.
FORM: AWO-G-N 215/98 Page I of 5

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): ; Required Acreage (as listed in the AWMP):
2.4 Number of Lagoons: Total Capacity: j e Cubic Feet (ft3); Required Capacity: (ft3)
Number of Storage Ponds: ; Total Capacity: (ft3); Required Capaci (ft3}
2.5 Are subsurface drains present within 100' of any of the proposed application fields? YES or (please circle one)
2.6 Are subsurface drains present in the vicinity or under the proposed lagoon(s)? YES or NO (please circle one)
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants
itiniT a�
3.1 ��'.z .:vii.Y:�:a..�.:�lid :i� ,�d Oiibiiinl :..�{::iv iu�i�D ui :u[. 8trlia.is,iv.i-
'Animal Waste Operations; C Irf-
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed;
3.3 Three copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWMP, it must be completed prior to submittal of a general permit application for
animal waste operations. The CAWMP must include the following components:
'3.3.1 MRCS Site Evaluation Form NC-CPA-17 or equivalent.
3.3.2 A hazard classification of the proposed lagoons, if required.
3.3.3 Documentation showing that proposed swine facilities meet the requirements of the Swine Farm
Siting Act including a site map prepared by a Registered Land Surveyor. The scale of this map
shall not exceed 1 inch - 400 feet. At a minimum, the site map shall show the distance from the
proposed houses and lagoons to occupied residences within 1500 feet, schools, hospitals,
churches, outdoor recreational facilities, national parks, state parks, historic properties, or child
care centers within 2500 feet, property boundaries within 500 feet, water supply wells within 500
feet. The map shall also show the location of any property boundaries, and perennial streams or
rivers located within 75 feet of waste application areas.
3.3.4 A wetlands determination.
3.3.5 A map showing the topography of the proposed facility Iocation showing features that affect
facility design, the dimensions and elevations of any existing facilities, the fields used for waste
application, and areas where surface runoff is to be controlled.
13.6 The lagoon/storage facility design.
3.3.7 Proposed runoff control measures, if required.
'3.3.8 Irrigation or other land application method design.
3.3.9 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen
(PAN) produced and utilized by the facility.
'3_3.10 The soil series present on every waste disposal field.
'3.3.11 The crops grown on every waste disposal field.
3.3.12 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.13 The PAN applied to every waste disposal field.
13.3.14 The waste application windows for every crop utilized in the WUP.
1.3.15 The required NRCS Standard specifications.
'3.3.16 Emergency Action Plan.
'3.3.17 Insect Control Checklist with options noted.
13.3.18 Odor Control Checklist with options noted.
3.3.19 Mortality Control Checklist with options noted.
3.3.20 Documentation proving this facility is exempt from the Moratoria on Construction or
Expansion of Swine Farms. if the application is for a swine facility.
If your CAWMP includes components not shown on this list, please include the additional
components with your submittal.
FORM: AWO-G-N 2/5/98 Page 2 of 5

le 00
4. Surface Water Classification. This form must be completed by the appropriate DWQ regional
office and included as a part of the project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
4.1
4.2
The classification of the downslope surface waters (the surface waters that .any overflow froth the facility would flow toward)
in which this animal waste management system will be constructed must be determined by the appropriate DWQ regional
office. Therefore, you are required, prior to submittal or the application package, to submit this form, with items 1
through 7 completed, to the appropriate Division of Water gualiry Regional Water Quality Supervisor (see page 5 of 5). At a
miniature, you must include aua 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows the
location of this animal waste application system and the downslope surface waters in which they will be located. Identify the
closest downslopc surface waters on the attached map copy. Once the regional ofrice bas completed the classification,
aein* b P t �this completed page and the topographic map into the complete application form and submit the
Pplge
Farm Name: i1 r. Q r ,'e .�! .IZ S C
Name & complete addnm-1 of crtgWeering M-w or wchn-.cal specialist:
Telephone number _( 910 ) 5-.9Q - Z.7e 3
4.3 Name of closest downslope surface wares: 6 4-11- Ge "
4.4 County(ies) where the animal waste management system and surface waters are located —5c. , , S —
4S Map carte and date: l fo l
4.5 NC Professional's Seal (if appropriate), Signature. and Date: ;'
/t7z)
i?jiuu,
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where this animal waste ma geament facility will be or has been
constructed or field located, as idenrifed on the attached map scgment(s):
Name of surface warers:-� r E �� l� ca C`� {-
C1:ssi:i_a:iQn (e_. esmolished by the `rnvironmentai ManaAeateut C;nnn.ixsion):
Proposed classifcariart, if applicable..
Signature ofragional office permonnel=
(All arachments must be signed)
Date: I (-
FOR.Nl'. AWO-G-N 2/5/98 Page 3 of 5

5. APPLICA.NT'S CERTIFICATION:
this application for Jc.',r C:-7
I.1) has been reviewed by me and is accurate and complete to the best of my kn
application are not completed and that if all required supporting informaliori and
package will be eturned to rpe as incomplete.
t
Signature _jp Val" x'-- U-P,
6. MANAGER'S CERTIFICATION: (complete only ifdi$erent fr
I, r
application for
I.1) has been reviewed y me and is accurate and complete to the best of my s
application are not completed and that if all required supporting information and
package will be returned as incomplete.
(Land Owner's name listed in question 11), attest that
(Facility name listed in question
owledge. I understand that if all required parts of this
aAachments are not included, this application
Date 0 �
the and Owner)
ewmaker's name listed in question I.6), attest that this
(Facility name listed in question
w e ge_ I understand that if all required parrs of this
attachments are not included, this application
Signature Tate
AP77.; _ � s_L STIPQORTMG 1NFORtitAF- - " �VD MATERIALS,
-LLCIWINjADDRESS.
NORTH CAROLING► DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERINUTTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-N V5/98 Page 4 of 5

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
Existin or 0 or Expanded (please circle one)
General Information-
Name of Farm: CD 4a � • e 1f o- _ _ �• 7 Facility No: -
Owner(s) Name: co j r Phone No:-9/ n //z-Z
Mailing. Address: -3 0 0 l+(e s � ✓f r- i�, _ � 1. ►.,�i� A � Lk 3 -1J .
Farm Location: County Farm is located in:
Latitude and Longitude:
Please attach a copy of a county road map with location identified and describe below (Be specific. road
names, directions, milepost, etc.): ,pro... j, �,-�-� t`� S /,z 1 ` c5 . Y4 _t'5 D
4 c t4, �+ n n 'ax m . 1,j S T.�` It' /.2 ��sa. 1 1 I a , / 1c
Operation Description: Type of Sx•ine No. of Animals Tipe of Poultry No. of Animals Type of Cattle No. of Animals
Wean to Feeder D Layer © Dairy
V Feeder to Finish S, k-9-0 Q Pullets ° 3 Beef
ZI Farrow to Wears
• Farrow to Feeder
_t Farrow to Finish Other Type of .Livestock: Number of Animals:
(Expanding Operation Only�b<:,t
g <P 'i Previous Design Capacity:Additional Design Ca
Total Desiszn Capacity:
Acreage Available for Application: `f4, - � Required Acreage:_
Number of Lagoons / Storage Ponds Total Capaci 7 1 ti.'�'3Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or O (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be sut�rnitted to the Division of
Environmental ;Management before the new animals are stocked. I (we) understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or
from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. 1 (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be fled at the farm and at the
office of the local Soil and Water Conservation District. I Ove) know that anv modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to DEVI or a new certification (if the approved pIan is changed) within 64 days of a title transfer.
Nanie of Land Owner : Co�Ar'
Signature: `l3A�
Name of Manager(if different from oivner):
Date: 6�- a
Signature: `"' Date:
NVC -- 3anuary 1. I997

r Technical Specialist Certification
1. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005. I certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM)
as specified in 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (NRCS) and/or the North
Carolina Soil and water Conservation Commission pursuant to ISA NCAC 211.0217 and 15A NCAC 6F .0001-.0005. The
following elements are included in the plan as applicable. While each category designates a technical specialist who may
sign each certification (SD. SI, WU`P, RC, I), the technical specialist should only certify parts for which they are technically
competent.
IL Certification of Design co,,s-f,-,Q +
A) collection, Stowage, Treatment ystem
jq-z'-�t e" l � 9 -7
Check the appropriate box "ptt��trrrErt'c",!p„
❑ Existing facility without retrofit (SD or WUP) 4V�� �e•�p�ESa;.� . q'
Storage volume is adequate for operation capacity; storage capability cons fenf- 4iatls ti �> 1izsio
requirements.
16415
New, expanded or retrofitted facility_ (SD) � F % •:
Animal waste storage and treatment structures, such as but not limited to collection ����j �
have been designed to meet or exceed the minimum standards and specifications. ry,,,GOR`(
Name of Technical Specialist (Please Print). Gre4
Affiliation:
Address(AQency}:_ o __C1, 1 u-�, S%, Cl,, ,�iVC 28328 Phone No.: 9/d -- SLYa 170?
Signature: Date: . 2'?o Z
B) Land Al2plicatiQn Site (NNILT)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates. /l
Name of Technical Specialist Please Print): _ CU t--k 5 #7� �,,✓ .�-�
Affiliation: d �• u r•,e �# o y 4 ►,— _
Address (Agency): 3D lj C (�►�fti y VC -2432e Phone No.:_9/0 S 3.2 -//L�z
Signature:
C) Runoff Controls from Exterior )dots
Check tire appropriate box
1lEacility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
0.1.
ZI FaciIity with exterior lots (RC)
Nlethods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by ?FRCS.
Name of Technical Specialist (Please Print):
Affiliation: i� C 1"'"S H-o-, ^
Address('Agency): 'U d t-fCA'- Phone No.: 9,f e) L
Signature: Date:
AWC -- January 1,1997 2

D). ADp icy n and Handling Equipment
Check the appropriate box
❑ Existing or expanding facility with existing waste application equintnent (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existin- design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
New. expanded, or existing facility without existing waste application equipment for spray
irritation. (1)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adj n a are
contained as pan of the plan). O�Z �....a ,50
New, exl2anded. or existing facility without existing waste applicatio e
spreading not using spray irrigation. ()WUP or 1) _
Animal waste application equipment specified in the plan has been selected to ap ste 15416essa fy ti
accommodate the waste management plan; (proposed application equipment can cove e
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a '' ��3`f
applications has been established; required buffers can be maintained, calibration and a B�gtHd� are
contained as part of the plan). 11tti�
Name of Technical Specialist (Please Print):
Affiliation: 51C I—#i�., Ste►-t/,'ce� T-«_ __ — __ —
Address(AQency): a? Ne 2-T3 zy Phone No.: '71, 5__?. — 27o 3
Signature: Date:
E) Odor Control, Insect Control, Mortality Management and Emergency Action. Plan (SD
SL WUP, RC or 1)
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects
have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Morality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): `1: 6Ci'r'W G� _
Affiliation: U, ,-",L Lf 0 M
Address (Abency): 6 () 3, "Phone No.: 9/ .2 -/� 2
Signature: �--' Date.
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility m'as built before June 21,1996, when %vas it constructed or last expanded
I (we) cenify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners
who oivn property located across a public road, street. or highway from this new or expanding swine faun. The notice was in
compliance with the requirements of NCGS 1 D6-805. A copy of the notice and a list of the property owners notified is
attached.
Nance of La
Signature: t . H_
Name of 1lanaget-Of di
Signature
AWC -- January 1, 1997
J Ati,-,c Ho-1 "i
nt from owner):
Date: f e -Z
ate:

III. Certification of Installation
A) Collection. Stl2rage, Treatment Installation
New, expanded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certif cation is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
B) Land Application Site (WUP)
Check the approprialc box
ei.
❑ The cro in= system is in place on ail land as specified in the animal waste management plan.
❑ . Conditional fir
Approval: all required land as specified in the plan is cleared for planting; the cropping system
as specified in the waste utilization plats has not been established and the owner has committed to establish cbe
vegetation as specified in the plan by (month/day/year); the proposed cover crop is appropriate
for compliance with the wasteutilizadon plan.
❑ Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days
of this certification, the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency): Phone No.:
Signature: _ Date:
This following signature block is only to be used when the box for conditional approval in III. B
above has been checked.
1(we) certify that I (we) have conunitted to establish the cropping system as specified in my (our) waste utilization plan, and
if appropriate to establish the interim crop for erosion control, and will submit to DEM a verification of completion from a
Technical Specialist within 15 calendar days following the date specified in the conditional certification. I (we) realize that
failure to submit this verification is a violation of the waste management plan and will subject me (us) to an enforcement
action from DEM.
Name of Land Owner:
Signature: Date:
Name of Alanager(if different from owner):
Signature:
Date:
AWC -- January x, 1997 4

C) Rundff Controls from Exterior Lots (RC) `
Facilitv with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified
in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature:.
D) Application and Handling Equipment Installation (WTJP or I)
Check the appropriate block
❑ Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration
and adjustment materials have been provided to the owners and are contained as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract; equipment specified in the
contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
❑ Conditional approval: Animal waste application and handling equipment specified in the plan'has been
purchased and will be on site and installed by (month/day/year); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with the
cropping system contained in the plan; and calibration and adjustment guidance have been provided to the
owners and are contained as part of the plan.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
The folio -wing signature block is only to be used when the box for conditional approval in III D
above has been checked.
I (we) certify that i (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(we) realize that failure to submit this verification is a violation of the waste management plan and will subject me
(us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date: .
Dame of illanager(if different from owner):
Signature:
Date:
E) Odor Control, Insect Control and Mortality 1.1'Ianagement _(SD. SI, AVUP, RC or I)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Si_nature:
AIVC -- January 1, 1997 5
Dater

Please return the completed form to the Division of Water Quality at the following address:
Department of Environment, Health, and Natural Resources
Division Of Water Quality
Water Quality Section, Compliance Group
P.O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy in
your files with your Animal Waste Management Plan.
ANVC -- January 1, 1997 6

To:
� LI W. YY70:" 5�-'
From: Ca kQ n 'e h o 9 ✓.�-.
_C1e' f c )r -) E
Date: —
As requ' by North Carolina GS 106-805, 1 am notifying you of my intention to ex-
pand/ / ;! a., , w- re swine farm. The farm animal waste management system
has a design capacity of _: GD G�k�s ,
For your information, the technical specialist preparing the waste management plan is:
Cu rT�� S li. � O rfiJ C �C le n iC�' sre' c , (is f
Cfi,1a /yC -QF3-)f
and the local Soil and Water Conservation District office address is:
a M PSo A4 SOIL f w A re,e
S4 CdunTY COMPLEX
CL r N 7 o,v At C .ZB 3 Z 8
Written comments may be submitted to:
Sue Homewood
Division of Water Quality
Department of Environment, lie: lth, and Natural Resources
P.O. Box 29535
Raleigh, North Carolina 27626-0535

SENDER:,
• Complete items i andlor 2 for additional services.
1 also wish to receive the
m • Complete items 3, and 4a 6 b.
following services Ifor an extra
m
w • Print your name and address an the reverse of this form
so that we can
feel:
& return this card to you.
m • Attach this form to the front of the mailpiece, or on the back if space
1 , ❑ Addressee's Address
y
does not permit.
M
o • Write "Return Receipt Requested" on the mailpiece below the article number.
2. ❑ Restricted Delivery
6
m
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C- delivered.
Consult postmaster for fee.
o
b 3. Article Addressed to:
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S. Addressee's Address (Only if requested Y
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WASTE UTILIZATION PLAN
Coharie Hog Farm
Thursday, March 5, 1998
Producer: COHARIE FARMS
Farm Name : C-7
300 WESTOVER RC
CLINTON,NC 28328
Telephone # : [phone]
Type of Operation : Feeder to Finish Swine
Number of Animals : 5880 hogs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis report
from your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1 of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
5880 hogs X 1.9 tons wastelhogs/year = 11172 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5880 hogs X 2.3 Ibs PANlhogslyear = 13524 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE N/ACRE N/ACRE USED TIME
10998
3
NORFOLK 0-2%
BH
1 6,5
3251
01
1.58
513.5
MAR-OCT
10998
3
NORFOLK D-2%
SG
11
501
01
1.58
79
SEP-MAY
10998
4
BLANTON 0.5%
BH
4.51
225
01
25
5625
MAR-OCT
10998
4
BLANTON 0-5%
SG
1
50
0
25
1250
SEP-MAY
10998
4.1
MARVYN 2-6%
BH
I 61
300
0
9.68
2904
MAR-oCT
10998
_ 4.1
MARVYN 0-2%
SG
11
50
0
9.68
484
SEP-MAY
10998
5
BLANTON 0-5%
BH
4,51
2251
0
9.28
2088
MAR-OCT
10998
' 5
IBLANTON 0-5%
SG
14
50
0
9.28
4641
SEP4V1AY
10998
6
1 BLANTON 0-5%
BH
4.51
225
0
3.17
713.25
MAR-OCT
10998
fi
IBLANTON 0-5%
SG
1 11
50
0
3.17
158.5
SEP-MAY
TOTALS: 14279.3
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2 of 9

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

TOTALS FROM TABLES i AND 2
ACRES LBS AW
N USED
TABEE 1 5$.39 14,279
TOTALS. 1 58.391 14,279
AMOUNT OF N PRODUCED: 13,524
" BALANCE -755
'* This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in the
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utiliza'�on Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 2175.6 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 2.3 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE (inlhr) AIVIT (inches)
i0998
-3 NORFOLK 0-2%
SG
0.50
"1
10998
3 NORFOLK 0-2%
BH
0.50
'1
10998
4.1 IMARVYN 2-6%
Bi-i
0.00
'1
10998
IMARVYN 0-2%
SG
0.00
'1
10998
4. 5. G IBLANTON 0-5%
SG
0.75
"1
10998
�. �, 6 BLANTON 0-5%
BH
0.75
'1
* This is the maximum app!;cation amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4 of 9

NARRATIVE OF OPERATION
Acreages shown are irrigated acres from "Wastewater Irrigation Design" dated 2-23-00,by
Greg Swain,P.E.
Page 5 of 9

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

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

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

NAME OF FARM: C-7
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: COHARIE FARMS
SIGNATURE: -- ' ATE:
NAME OF MANAGER (if different from ownipr):
please print
SIGNATURE:
NAME OF TECHNICAL SPECIALIST:
AFFILIATION: Coharie Hog Farm
DATE:
Curtis Barwick
ADDRESS (AGENCY): 300 Westover Rd.
Clinton, NC 28328
(91 ) 592-1122 G d
SIGNATURE: DATE: 3-5 " l D
-1�
Page 9 of 9

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I

Swine Farm Waste Management Odor Control Checklist
Source Cause BMI'a go Minimize Odor Site Specific Practices
Fannstead • Swine production ■ Vegetative or wooded buffers;
❑ Itecotmnended best management practices;
0 Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals ❑ Dry floors
Floor surfaces + Wet manure -covered floors ■ Sloped floors;
M Waterers located over slotted floors;
El Feeders at high end of solid floors;
❑ Scrape manure buildup from floors;
Cl Underfloor ventilation for drying
Manure collectian pits • Urine; 0 Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
❑ Underfloor ventilation
Ventilation exhaust fans • Volatile gases; ■ Fan maintenance;
Dust ❑ EAfrcient air movement
Indoor surfaces
+ Dust
IN
Washdown between groups of animals;
N
feed additives;
❑
feeder covers;
❑
Fecd delivery downspout extenders to feeder
covers
Flush tanks
• Agitation of recycled lagoon-
Cl
Flush tank covers;
liquid while tanks are filling
C7
Extend rill lines to near bottom of tanks with
anli-siphon vents
Flush alleys
• Agitation during wastewater
❑
Underfloor (lush wills underfloor ventilation
conveyance
Pit recharge points
• Agitation of recycled lagoon
0
IixlClld reCburge lines to near bullum of pits
liquid while pits are filling
wilh anti -siphon vcuts
Lift stations
+ Agitation during sump tank
❑
Sump tank covers
filling and drawdown
Outside drain collection
• Agitation during; wastewater
■
Box covers '
orjunction boxes
conveyance ,
, r
AMOC - November l 1, 1996, Page 3

Source Cause BMI's to Minimize Odor
End of draiiapipes at + Agitation during wastewater �Exlend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces + Volatile gas emissions; 0 Muller lagoon liquid capacity;
a Biological mixing; 0 Correct lagoon startup procedures;
+ Agitation Cl Minimum surface area -to -volume ratio;
IP Minimum agitation when pumping;
0 Mechanical aeration,
Cl Proven biological additives
Irrigation sprinkler + High pressure agitation; ■ Irrigate on dry days wills little or no wind;
nozzles + Wind drill Qp Miuiirlutn rccunnncudcd operalirtg jrressttrc;
■ Pump intake ricar lagoon liquid surface;
❑ Pump from sccond•slagc lagoon
Storage tank or basin + Partial microbial dccumposilion; ❑ llollom or midlevel loading;
surface + Mixing while filling; Cl Tank covers;
+ Agitation when emptying ❑ Basin surface mars of solids;
CI Proven biological additives or oxidants
1'racliccs
Scltling basin surface
+ Partial 1lliCfnbi0l decomposition;
❑
ilxiend drainpipe outlets undemealli lalli6d
+ Mixing while tilling;
level;
+ Agitation when emptying
❑
Rcinuve settled solids regularly
Man urc, slurry or sludge
+ Agitation when spreading;
Cl
Soil injection of slurry/sludges;
spreader outlets
+ Volatile gas cuaissiuns
❑
Wash residual mauurc from spreadcr alter use;
D
Proven biological additives or oxidants
Uncovered manure,
+ Volalilc gas emissions while
❑
Soil injection of slurry/sludges
slurry or sludge oil field
drying
❑
Soil incorporation ►villain 46 In's.;
surfaces
Cl
Spread in train unilorm layers for rapid drying;
Cl
Proven biological additives or oxidants
Lead animals
+ Carcass dcconaposiliun
M
Proper disposition of carcasses
Dead aaaianai disposal
+ Carcass decomposition
17
C'omplele covering of carcasses in burial pits;
pits
Cl
Proper local iunlconslruction ufdisposal pils r
Incincral,rs
+ Incomplete combustion
Cl
Secondary stack bunicis
AMOC - November 11, 1996, Page 4

Source Cause HMPs to Minimize Odor Site Specific Practices
Standing water around a Improper drainage; ■ Grade and landscape such dial water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly mairrlained access roads 0 Farm access road maintenance
public roads from farnr
access
Additional Information : Available Front;
Swint Manure Management ; 0200 Rule/BMP Packet NCSU, County Exlesnsion Center
Swine Production Farm Potential Odor Sources and Remedies ; EBAE; Fact Sheet NCSU - BAE
Swine Production Facility Manure Management, Pit Recl)argc - Lagoon Trealntent ; E BAG 128-88 NCSU - IJAE:
Swine Productiun Facility Manure Management- Underllouc Flush - Lagoon Treatment; E DAE 129-99 NCSU - 1IAt?
Lagoon Design and Management for Livestock Manure Treatment and Storage ; LUAE 103-83 NCSU - IfAF
Calibrativa of Manure and Wastewater Application Equipment ; EBAE3 Fact Sheet NCSU - BAE?
Controlling Odors from Swine Buildings ; Pll i-33 NCSU --Swine Exlension
Environmental Assurance Program ; NPPC Manual NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Connmunicalions
Nuisance Concerns in Aninial Manure Management: Odors and Flies; PROW, 1995 Conference Proceedings Florida Cooperative Extension
K
AMOC - November 11, 1996, Page 5

Insect Control Checklist for Animal Operations
Source
Cause
IiMPs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters
• Accumulation of solids
49 Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed..
O Remove bridghtg of accumulated solids at
discharge
Lagoons and Pits
• Crusted Solids
M Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depdt of no more than 6 -
8 inches over more titan 30% of surface.
Excessive Vegetative
• Decaying vegetation
■ Maintain vegetative control along banks of
Growtit
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
Dry Systems
I ecders reed Spillage ■ Design, operate and maintain feed systems (c.g.,
bunkers and Iroughs) to minimize the
accumulation of decaying wastage.
■ Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer, 15-30 day interval
during winter).
Feed Storage • Accumulations of feed residues ❑ Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain mid similar Nigh
moisture grain products).
❑ Inspect for and remove or break up accumulated
solids in filter strips arowid feed storage as
needed.
AMIC - November 11, 1996, Page I

Source Cause RMPs to Control Insects. Site Sli"ifle Praclices
Animal Italding Areas • Accumulations of animal wastes El Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
minimal.
• Maintain fence rows and filter strips around _
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Dry Manure I landling • Accumulations of animal wastes O 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 or disposal,
O Provide for adequate drainage around manure
stockpiles.
CI Inspect for and remove or break up accumulated
wastes of filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613.
AMIC • November 11, 1996, Page 2

Mortality Management Methods
(check which method(s) are being implemented)
❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death, - The burial must be at least 300 feet from any flowing
stream or public body of water.
Rendering at a rendering plant licensed under G.S. 106-168.7
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit. of a size and design
approved by the Department of Agriculture
© Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
13
December 18, 1996

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ 1 1V6 - 15-4I
EMERGENCY MANAGEMENT SYSTEM , Sya - eyp' , a/
SWCD - 1G3
NRCS sf.7 - 9
Thus 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: Leaka*e 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: Leafage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make 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 embankment to catch all seepage,
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
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, call your DWQ (Division of Water Quality)
reaional 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: Al Ket,zir_ 6r��1...s
b. Contractors Address:
c. Contractors Phone: ��-- (VN�1
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 l 8, 1 996

COHARIE
COHARIE SITE PROJECT C-7
STATE ROAD 1219 (PETERSON ROAD)
5880 FEEDER TO FINISH
300 WESTOVER ROAD
CLINTON, NORTH CAROLINA
910-592-1122

r s _.
WASTE MANAGEMENT SYSTEM
FOR
COF_ARIE FARMS
TABLE OF CONT-.NTS
1 Cover Letter
2 Soils Mao
3 Conservation Plan Ma=
4 SCS-ENG-53B (Soil Investigation)
5 NC-EEG-34 Hazard Classification
6 Lacoor_ Design Data
7 Waste Utilization Plan � 5C6 ftTr)l< 'CJ0
a Seeding SnecwriCations
9 NC-ENG-1.2 (EX: avation)
10 NC-E. G-12 (Emi ank e nt)
11 NC-E4%TG-12 (Pad)
12 NC-FNG-QC (Pla. of Excavation Waste Storage Lagoon)
13 Ty -pi cal View of A One -Stage Lagoon
1$ Onerat?on a d Maintenance Plan
15 SJec_Z2ca`ion s for Cons t---,.:ction of Waste Trea -miennt Lagoons
16 Toeocra nhical Maw W/Lagoon & Louses
17 Cross-Sect,ions of Lagoon & Pad

ri
!(i Coe
'ski IML411
7- h Plh Ar'
COHARIE FARMS C-7
5880 FEEDER TO FINISH
Coharie Farms C-7 will be a 5,880 Feeder to Finish unit located five miles south
of Clinton off of Boykin Bridge Road. This operation will consist of eight, 735
head finishing buildings. The site consists of 410 acres located in a sparsely
populated area on Peterson Road.
300 Westover Rd./Clinton, N.C. 28328/Phone [phone]

A =S�PAA15' U, S. Rc?Aq TMENT OF AGRICULTURE
f
. fz-95 soiLcausswRvarlofl5ERv:cE
rr SOIL NIAP
Owner . L-a�7C1r�� }�zsgAYs�'I _ Operator
County SamState ��-
Soil survey sheet (s) or cock n,is. r-I Aproxirtate scale
Prepared by U. S. Dcarmicnt of ALricuiture. Soil Conservation Service eooperatin.-
with rr� rl �nur ! Conservation District ! ;
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C. S. P180TO 3IIW NO. W( D NFICE
WAnl=IU AREA MCLASUMMUM
CR0PLANb—ACRFS PASTUREACRESHOWARD HOBSON, DC
WOODLAND —ACRES TOTALACRESPOND) CLASS WORK L-117 CONSERVATIOAST
ftrl"Cti OF PROPOSED POND SHOWING WHEM BORINGS WtU MADE tApproiL Sewn 10 --AWI
Lwars mor"WA Mow w 0~ has cw 44M Md UbmuLpr do Asma*.
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SOMNGS MADE BY L SIGN ATURZ s, Trru
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TYPES OF AATZMAL I MCOUMTLRM IN WORilIM
MOM rsAln4Cf�
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G1-peril psdd owe wares. rt is
11- ps wet
Gp - Foasiy peided pr.•.r
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.fa -vast► fme man/
GC -Clayey Fwwis: O=maliaad-eh17 sip
tI - ssw#y lam
SW -fell graded sisds; sand -gavel mix
Is • fine wady loan
SP - Poorly graded &ands
I . loam
SM - &Llty seed
0 - gre.el ly loam
SC -Clam "Mda: swmd-c cy aixtw"'
si-silt
UL - Silts ; &Lily, T. fine Dumb'. sooty we I&M silt
ail - silt loss
CL - Clays of low to modina yLesticity
d -clay Loam
CH - lnorwa.ic clays of high plasticity
sicl - silty clay loam
MH - E I eggc silts
scl . sandy clay loam
OL-Organic silts wnd silty clays, low piastir_ity
sic -silty clay
OH -Organic clays, medium to high plasticity
c-clay
L Swtalals manrLd for ezamAn mt is available Yee r7 No r1-e+-d ►.*. ,dosa.e e� ,msm -a
Awn" .ire / / { •�
REMARKS: i`" �f ° f ±_ t : ° / ` r J f' ° T' r a !
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rw
GIMM L EADL4 XS: » . ..
IIOTS : TES SOIL BORINGS BROM OIi TIM INVRSTI(„1ATION
RBPRBSENT ONLY THAT PARTIM.AR COXYZUW AREA. IF DURING
CGUSTRUCTION DIFF$RZNT X&TZRTALS ARE ZNCOUICrZRXD, =CSSSARY
XMIFICATIONS WILL B8 KADa IN TER DESIQN. AT THE TIIW OF
CS$TIFICATION, TSR VMSTR TB ATKMNT LAGOON XrST NBET ALL SCS '
SPECIFICATIONS INCL= G CLAY LIM , SIDS SLOP?$, CAPACITY
AND OT3ER UIRINUMB.
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UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE EERVICE
WA__E- lM:.ANA r.MENT FACIL:T. SITE .F..Jr.....rA41O
GENERA:, INFORMATION
NAME ��Gi�__+_�3-- T'"iCAT:IN----- ...__----.---- �
i
--------.w-------------------._--------------
------------------------ i
--------------------------------------- f
------------------------------------------- �
_ HC _----------_-------- .._.... ---_ -- �
------------ '
..----,--- �
LOCATION DATA
DISTANCE FROM NEAREST RESIDEM NOT G=ZV SY
IS SITE W:TH! - 1Q0—Y AR FLOOD PLAN? '_✓ES-- - NO----
If yes, SCS cannot provide assistance.
15 SITE AT LEAST 110 FT. FROM :1 "BLUE —`N`n &-
PERENNIAL STREAM?NO----
If no, site must be relocated.
:S SITE WITHIN 1 KLE ZONING WRISDICTION
OF A M'.fK_ 'PALITY? Y__---__ NO----
if yes,�landowner sbould consult with local zoning board
about required permits_ Permits must be obtained prior
to desire approval. j
Are sti _ _ _ _ss in construe.. ion area? YES-- - NO L- if yes, see Part 503 of the National Engineering Manual
and fellow policy.
(Copies of maps or other reference materials may be
attached to site evaluation.) I
Page I

1 WETLANDS
1 WILL SITE INVOLVE CLEARING WOODLAND OR ANY �
NON -CROPLAND? �,5----- NO----
If yes, producer must complete a Form AD-1026. i
I WILL ACTION RESULT 1N SWAMPBUSTING? .wS t-- NC----
!F WETLANDS ARE INVOLVED, IT IS THE RESPONS:KLITY OF THE
i"RODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE:
DIVISION OF ENVIRONMENTAL MANAGEMENT TO OETERMINE IF
j ADDITIONAL PERMITS ARE REQU:REO• NO WETLANDS Si?OO= SE
f
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM S:S. �
US ARMY CORP CF ENGINEERS AND NC DIVISION OF ESVIRONMEN':AL
(A copy of AD--1026 and CPA-026 should be attached to
site evaluation.)
OTMZR ENVIROXMZNTAZ FACTORS
1S ENDANGERED AND/OR THREATENED SPECIES HABITAT V•
PRESENT? No ----
IS A DESIGNATED NATURAL SCENIC AREA INCL::DEJ IS THE
I FLANN:NG AREA OR W:LL PLANNE . 'RCTIONS 1MPACT ON A_N
i ADJACENT NATURAL SCENIC AREA? ' YES---- NO---- �
IS AN ARCHAEOLOGICAL OR HIS:'ORICAL SITE LCCATEO IN THE,,
PLANNED AREA? YES— -
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY :MPgRTANT
FARMLANDS 1N THE OPERA' :NC UNIT? YES ----
WILL THE ACTION RESULT :N SonSUSTING? YES—- NO---- f
If yes to any of these questions, refer to fzrm NC-CPA-16 '
! for policy sources. The form does not need to be
completed. j
ODOR CONTROL
HAS ODOR CONTROL BEEN .:.DISCUSSED WITH P RODUC72'Sit .......
........PREDOMINANT WIND DIREC _= ...=
........POSSIBLE EXPANSION OF THE 7M_,;7 I
VOLUME FROM 1 C;.. FT . UPWARDS TO
3 C . . . . &_. CF ANIMA...----
. . . . . . . .?1Z.^.CHARaING LAGOON W1 H WSJ i
WATZR TO A: LEAST 1/2 Or THE
CAPACITY? tZ,5- Nv---- �
...... USING GOOD SC ND jUCGMENT 1N
LAND APPi.IC.".TION CF WASTE? •bra__-- NO— -
Page 2

j WASTZ KA GZKZNT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND .
APPLY WASTE? YES-' - No ----
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? ES---- t:0----
IF LAND IS' NO:' OWNED .BY PRODUCER.,
CAI; PRODUCER GET AGREEMENT ON LAND �
ON WHICH TO APPLY WASTE? 'lEs----
' (Attach Waste Utilization Plan to site evaluation.)
'SOIL INVESTIGATION -- VALID ONLY IF SOIL INVESTIGATION
;SHEET ATTACHED I
'! =S SOIL SUITABLE FOR LIGOON? YES------- • NO------
_S A CLAY LINER REtii:IRED? YES--f--- NO------
!.- VS,- :S CLAY A':r.ILAaL_ 'ONS:T Z? iTT:..�-___-_ NL:------
=S A CORE TRENCH REQUIRED? Yrs---='-- NO------ 1
;Attach soil investigation shoat to site evaluation.) 1
SITE APPROVED YES- --- NO------ CONE IT10NAL--------
j :JTLC-
-1,=5 SITE iNVESTIGATIO�i _S VA =D AS LONG AS 7SZ DESIGN AND
COrSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME �
PERIOD. UNDUE DELAYS OR HEKTA!'i-Y IN CONS':R'.:OWN .KA',. �
REQUIRE THAT SITE L "LUA O.' BE tiALIJA?;D. t
f SIGNATURE- -- -- - --
Pane 3

U: S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner
J
a ko ;1 c /41 f� „�. - 7
£ounty _
�d �+a sr-,
,C
Community
or Group No.
Conservation Plan
No.
Estimated
Depth of Water to Top'of Dam /
Ft. length of Flood
Pool Ft.
Date of Field Hazard Investigation /,2 'G -�J b
Evaluation by reach of flood plain downstream to,the point of estimated minor effect
from sudden dam failure_
Est. Elev. -.Est. evation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements : above -:Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. Ft.
2 .
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach A sudden failure of structure
life or damage public transportation.
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III, IV, V)
By
name (title)
Concurred By',
(nameT Ititle)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date
Date i-->130/7c

USDA -NATURAL RESOURCE CONSERVATION SERVICE UNITED STATES
303-D EAST ROWAN STREET DEPARTMENT OF -
PHONE [phone] AGRICULTURE
-----------------------------------------------------------------------
OPERATOR:
Please review the attached plan and specifications carefully.
Retain this plan for your use and records. It is strongly
recommended that you , your contractor, and the Natural Resource
Conservation Service staff are in agreement as to how the lagoon
is to be constructed. NRCS personnel will meet with all
concerned parties and walk over the site to explain all flags
and markings. It is important that everyone understands what is
expected so that final construction meets plans and
specifications and the job can be certified for payment (if ACP
cost -share is involved).
The pad dimensions and grades are the best estimate. The
builder or contractor is responsible for final layout and
design of the pads. NRCS personnel will assist ,n a limited
capacity, as its major concern is the proper design and
construction of the waste treatment lagoon.
The actual amount of material required for pads and dam may
vary from the estimates. The design will attempt to balance
cuts and fills as close as possible. If additional material is
required after construction is complete on the lagoon, the
contractor and owner Will negotiate on the price and location
of the borrow area.
It should be noted that certification of the lagoon will depend
upon all specifications being met. Important items include
length, width, depth, slopes, topsoil placement, correct
elevations (top, bottom, discharge pipes), and seeding.
ARE CULTURAL RESOURCES EV I DE NI'?
DESIGN REQUIREMENT:
ESTIMATE OF EXCAVATION:
YES
l7,�f 713 cu.ft =
/o�opg7
/--0----
ESTIMATE OF PAD: _ l D`--_ cu.ft =
ESTIMATE OF- DIKE: �Z�jld� cu.ft =
ESTIMATE OF MATERIAL FOR SANDY -CLAY LINER:
ESTIMATE OF TOPSOIL REQUIRED:
Ratio
Total Excavation =
Job Class U
Designed By
Design Approval
NO X
7L9 cu . yds
- - VA-
_ _ 37f yl`
cu . yds
_07__
cu. yds
�3 ?63 cu. yds
cu.yds
5 d� cu . yds
- - 3 7 v//_ cu . yds
Date
_ ! 113 /�
Date

Operator: Coharie C-7 County: Sampson Date: 05/28/02
Has the site evaluation been completed & approved: yes
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x 1417 lbs. =
0
lbs
0 sows (farrow to feeder)
x 522 lbs. =
0
lbs
5880 head (finishing only)
x 135 lbs. =
793800
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 = 793800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 793800 cubic ft (includes 0 cu. ft. add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 199920.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 665.0
Inside top width (feet) ...................... 295.0
Top of dike elevation (feet)----------------- 31.50
Bottom of lagoon elevation (feet)------------ 19.00
Freeboard (feet)----------------------------- 1.00
Emergency spillway depth of flow(feet)------- 0.30
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 3.0 657.2 287.2 11.20
AREA OF TOP
LENGTH * WIDTH =
657.2 287.2 188748 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH
590.0 220.0 129800 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
623.6 253.6 632580 (AREA OF MIDSECTION * 4)
CU. FT._ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
188748 632580 129800 1.87
Total Designed Volume Available = 1775438 CU. FT.

1::
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
{ Length * Width ) + Surface area of connecting waste facility
665.0 295.0 0.0
196175.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet
Describe this area.
TOTAL DA 196175.0 square feet
Design temporary storage period to be Hod to b e
180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
1.37
Volume = 793800 lbs. ALW/135 lbs. ALW * 1.37 gal/day
180 days
Volume = 1450008 gals. or 193851.3 cubic feet
5B. Volume of excess water
Volume = 5321.9 gallons/day * 180
days storage/7.48 gallons
per CF
Volume = 128066.5 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 0.0
inches
180 days rainfall = 8.4
inches
Volume = 8.4 in * DA / 12 in. per ft. =
137323 cubic feet runoff
Volume = 0.0 in * lagoon DA/12 in_/ft =
0 cubic feet evap.
Volume = 137323 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 = 228871 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 193851 cubic feet
56. 128066 cubic feet
5C. 137323 cubic feet
5D. 228871 cubic feet
5E. 0 cubic feet
TOTAL 688111 cubic feet
6. SUMMARY
Temporary storage period===_________________> 180 flays
Rainfall during wettest period of storage===> 8.4 inches
Evaporation during storage period=====___=__> 0.0 inches
25 year - 24 hour rainfall__________________> 7.0 inches
Heavy 7.0 inches
Freeboard=====__________________ ___________> 1.00 feet
Side slopes=====________„__________________> 3.0 . 1
Inside top length=====_____-_=______________> 665.0 feet
Inside top width____________________________> 295-0 feet
Emergency spillway elevation(if planned)====> 30-20 feet
Top of dike elevation_______________________> 31.50 feet
Bottom of lagoon elevation__________________> 19.00 feet
Top of sludge elevation=====________________> 20.50 feet
Total required volume=_____________________> 1681831 cu. ft.
Actual design volume=====__________=========> 1775438 cu. ft. `
Seasonal high watertabie elevation (SHWT)===> 23-00 feet
Stop pumping elev.====____=_=___= _-__=____> 25-80 feet
Must be > or = to the SHWT elev,= _________> 23-00 feet
Must be > or = to min. req. treatment el.=> 25.00 feet
Min. Required treatment volume=_____________> 793800 cu. ft.
Volume at stop pumping elevation=====___ ==_> 798568 cu. ft.
Start pumping elev.===-__==-==W=====__==____> 28.90 feet `
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall====> 1546568 cu. ft.
Volume at start pumping elevation===========> 1534828 cu. ft.
Required volume to be pumped=====___________> 459240 cu. ft.
Actual volume planned to be pumped=====_=___> 536052 cu. ft.
Min. thickness of soil liner when required==> 1-7 feet
7. DESIGNED BY: APPROVED BY: :Ax
DATE: S/1��z DATE: S�� �v�A�3NAI
CA,R,�,,�,
-Ile
�`"�"`i'
SEAL '
i
N: Ocat r [Z 5�kesf
!� ; no-r we• c..:.— �.n�C re -� d t � +�, s �-�.;L �FGORY N,�p
P P � `� P / �r . 4r�InIli11y11NN

North Carolina Agricultural Extension Service
Agri -Waste Management
giolocical znd Agri cul tural ai neerja2 ._ North_ Cavolina Un iyersi tV
LIVESTOCK WASTE SAMPLING, ANALYSIS AND CALCULATION
OF LAND APPLICATION RATES
fames C. Barker
I. SAMPLE COLLECTION
A. Semi -Solid Lot Manure
i. Scraped directly from lot into spreader
a. From loaded spreader, collect about 2 lbs of
manure from different locations using nonmetallic
collectors.
ii. From storage
a. Collect about 2 lbs 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 1/2" 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 3/4 pint to nonmetallic sample
container.
A. Exterior storage basin or tank
a. Make sure manure has been well mixed with a liquid
manure chopper -agitator pump or propeller agitator.
b. Take subsample 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, Forth Carolina State University, Raleigh, NC

Attachment B
Page 2 of 3
C. Mix and add 3/4 pint to a nonmetallic sample container.
C. Lagoon Liquid
i. Collect about 3/4 pint of recycled lagoon liquid from inflow
pipe to flush tanks in a nonmetallic sample container.
ii_ From Lagoon
a. Place a small bottle (1/2 _pint or less) on end of
10-15''pole.
b. Extend bottle 10-15' away from bank edge. r
C. Brush away floating scum or debris.
d. Submerge bottle with 1' of liquid surface.
e. Empty into a plastic bucket, repeat about 5 times
around lagoon, :.six and add 3/4 pint to nonmetallic
sample container.
D. Broiler or Turkey Litter
i. House Litter
a. Visually inspect litter for areas of varying quality
e.g., areas around feeders and waterers, and estimate
percent of floor surface in each area.
b. Take about 5 litter subsamples at locations
proportionate to item a. E.g., if 20% of litter
of similar Visual quality 1s around feeders and
waters, take 1 subsample there and the other 4
subsamples from remainder of floor surface. .
C. At each location, collect litter from a 6" by 6"
area down to earth floor and puce in a plastic bucket.
d. After 5 subsamples have been added to the bucket, mix
and add about 2-3 lbs litter to a nonmetallic sample
container such as a 1-gallon freezer beg and seal.
ii. From Stockpile
a. Take subsamples from about 5 locations at least 18"
into mile.
b. Mix, add 2-3 Us to nonmetallic sample container and
seal.
-I. SAMPLE PREPARATION AND TRANSFER
A. Place sample into an expandable container that can be sealed.
residues from container with clean water but do not use
disinfectants, soaps or treat in any other way.

Attachment B
Page 3 of 3
B.
Pack sample in ice,
refrigerate, freeze or transfer to lab
quickly.
C.
Hand --delivery is the most reliable way of sample transfer.
D.
If railed, protect
sample container with packing material such
as newspaper,• box or package urith wrapping paper and tape.
E.
Commercial sample containers and mailers are also available.
Contacts:
i. A&L Eastern Agricultural Lab, Inc-
iii, Po)ytoam Packers
7621 Whitepine Road
2320 S. Foster Ave.
Richmond. VA 23237
whetiing, IL 60090
Ph- [phone]
Ph: (312) 398-01 10
ii. Fisher Scientific CO
- I. NASCO
3315 canton Road
Sol lenesviile Ave.
Raleigh, NC 27604
Ft Atkinson, Wl 5.'^.38
F.
Private analytical
labs are also available, but sample analysis
costly.
G.
The NCDA provides this
service for North Carolina residents.
i. Address:
North Carolina Department of Agriculture
'
Agronomic Division
Plant/waste/Solution Advisory Section
Blue Ridge Road Center
P. o. Box 27647
Raleigh, NC 27611
Ph: (519) 73 3 -2 655
Attn: Ray Campbell
ii. Forward $4.00
along with the sample.
iii. Include the
following identification information with
sample:
a. Livestock
species (dairy, swine, turkey, etc.)
b. Livestock usage (swine -nursery, finishing; turkey
breeders, brooderhouse, grower, number flocks grown
on litter; etc.)
C. Waste type (dairy -lot scraped manure, liquid slurry;
swine -pit slurry, .lagoon liquid, sludge; broiler -
house litter, stockpile)
iv. Routine analysis performed on all samples: N, P, K, Ca,
Qf Nar S, 7e,
Mn, Zn, Cu, B
v. Additional analysis performed upon request: DM, Ma, Cd,
Ni, Pb

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 14.0 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
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL I TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
560.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
14000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
28.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
1400.0 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.

JH-IRM 2/;5/88
CROSS-SECTION DATi,-i
QUANTITY CALCULATIONS
jjrrapays�I� �•1-
-n
US DeDar-tment ot Agriwiture
Sail Conservation Service
Sampscn County, North', Carolina
Designer- . w . WARREN C. BARWICI:: Checker
Date . 12/1 ?/ 06 Date
T •1+ I{. +r- 7- •T'. � m � �: T �i. y`. li. �,r. }�,: h� �. 7j: � X. �. � � m � A• T �! �, .}. � �. ?�: �. R+ .�: +ln �h T �. T +!+ .% )i, +f- T * �,T * R+ %h � � xn * iry it- * � R- � rr .T +�. +T � T T T � � �� R; "M �� T
TEMPLATE DATA:
Beginning Elevation = 17
Beginning Station = 57+.5
57+.5 to 1+00
4+00 to 5+01j
6-1-00 to 7+00
SECTION NUMBER 1
Centerline Station 57+.5
ORIGINAL DATA:
c\Tcl173/3
0.00000
ft/ft
c\3cll73/:Y
0,00000
ft/ft
c\3cl173/3
0,00000
f}/ft
�.. c\ cl17T/
0.00000
i ty/ft
c\.W117 ./3
0.00000
i t/ft
c\3=117`'/.Y
0,00000
ft/ft
c\`:c1173/•3
0.{10000
ft/ft
c\3017.3/3
0.00000
ft/f+
0.0 / 27.7 100.0 ! 25.7 200.0 / 22.8 300.0 / 19.7 400.0 ! 16.
SECTION NUMBER 2
Centerline Station 1+0(.-)
ORIGINAL DATA:
0.0 / 26.5 100.0 / 23.4 200.0 / 22.6 300.0 / 21.3 400.0 / 17.4
500.0 / 15.5
SECTION NUMBER
Centerline Station 2-1013
ORIGINAL DATA:
0.0 / 28.6 100.0 / 24.0 200.0 19.7 300.0 / 17.5 400.0 / 17 . (: )
500.0 / i.`S . 4
SECTION NUMBER 4

�c�n±inued) 12/10/96 page 2
Cen±erlc- �tation 3+00
ORIGINAL DATA:
200.D / 2 5 300.0 / 21.12* 400.0
500°0 � 13.4
SECTION NUMBER �
Cente-rline E�tetiom 4+00
DR: IGINAL DATA:
0.0 / 3A.1 100~6 300.0 400.0
500.O / 13.7
SECTI:IN NUMBER 6
Centerl-ine Station 5+00
8RIGINAL DATA:
0.0 / 3:3.B 100.0 / 218.0 200.0 / 2 5.2 300.0 / 21.6 400.0 / 17.7
500.0 / 15.3
SECTION NUMBER 7
Centerline Station 6 + 0 01
ORIGINAL DATA:
0,0 / 35.3 100'0 / 29.2 200.0 / 23'2 300'0 / 2'7 400.0 / ��.8
500,0 / 115'5
c:ECTIDN NUMBER B
Centerline Station 7+0(--
ORIGINAL DATA:
O.0 / 35.0 24.4 300'0 � 23.3 400.0 / 20.B
500.0 / 16.5
SECTION NUMBER 9
Centerline Station 705+.5
DRIGINAL DATA:
0.0 / 34'9 �00.0 / 30.6 Z00-0 / 27'1 �00.0 � 23'7 400.0 / 19.7
500.0 / 15.7

. .
'lRM 2/' 508
US Deportment of Agriculture
Soil Conservation Service
PLANNED
QUANTITY
CALCULATIONS
�
prepared for
C; 1-1 sf:4 FZ I E-:: F=��F:�-:
ME��
i r.,
Sampson Gounty,
North Carolina
Designer
: J. WARREN
C.BARWICK
Checker
Date
: 12/10/96
Date
2600
FARROW
TO WEAN
| ** EXCAVATION
FILL **
Dot
Left
Right
Off -CC
| CL
Dist
| Aree
Volume
|
Area
Volume
Width
SS
SS
(ft)
Sta
.
(ft)
OqFt)
.
<Cu'Yds>
|
.
(GqFt)
(Cu'Yd5)
173
3:1
3:1
100.0
.
| 57+'5
.
1203.8
.
0.0
43
|
1792'0
|
0.0
173
3:1
3:1
100.0
( 1+00
| 1()73.1
|
0.0
|
100
|
5094.9
|
0.0
173
3:1
3;1
1()0,0
| 2+00
| 710.4
|
0.0
|
100
|
9262.4
|
0.0
173
3:1
3:1
100.0
| 3+00
1541-3
|
0,0
|
100
|
165B9.0
173
3;1
3;1
100,0
| 4+00
2409.9
^
0.0
|
100
|
24245.1
|
0.0
173
3:1
3:1
100'0
5+00
| 1724.4
0.0
�
100
|
30412.5
|
0.0
173
3:1
3:1
1%.0
! 6+00
| 1606.0
0.0
|
106
|
369B6.0
|
0.0
173
3:1
311
100.0
| 7+00
| 1943.7
'
.
0.0
�
6
37411.0
0'D
173
3:1
3:1
100.0
1 705+.5
2229'2
0.0

. .
OF, in 2!150,
CROSS-SECTION DATA
QUANTITY CALCULATIONS
j / prepared for
US Deoartment of Agriculture
Soil Conservation Service
��0 F-4 42h F;-. T F=_ F7- t��'g F_� M E3 77
in
Sampson County, North Caro lina
Designer : J. WARREN C.BAR'ICK Checker
Date : 12/10/96 Date
Job Number 001
2600 FARROW TO WEAN
TEMPLATE DATA:
Beginning
Elevation = 31.5
Beginning
Station = 0+0()
0+00 to
2+00
D/3CL12\3
0,00000
ft/ft
1+00 to
2+00
D/3CL12\3
0.00000
ft/ft
2+00 to
2+60
%}/3CL12\3
0.00000
ft/ft
2+60 to
3+02
%}/3CL12\3
0.00000
ft/ft
3+02 to
4+02
D/3CL12\3
0.00000
ft/ft
4+02 to
5+02
D/SCL12\3
0'00000
ft/ft
5+02 to
6+02
D/3CL12\3
0.00000
ft/ft
6+02 to
7+02
DMCLM\3
0.00000
ft/ft
7+02 to
8+02
D/3CL12\3
0.00000
ft/ft
B+02 to
9+02
D/3CL12\3
0.0000()
ft/ft
9+02 to
9+49
D/3CL12\3
0.00000
ft/ft
9+49 to
10+09
D/3CL12\3
0.00000
ft/ft
10+09 to
11+09
D/3CL12\3
0.00000
ft/ft
11+09 to
12+09
D/3CL12\3
0.00000
ft/ft
12+09 to
12+56
D/3CL12\3
0.00000
ft/ft
12+56 to
13+56
D/3CL12\3
0.00000
ft/ft
13+56 to
14+56
D/3CL12\3
0.00000
ft/ft
14+56 to
15+56
I}13CL12\3
0.00000
ft/ft
15+56 to
16+56
D/3CL12\3
0.00000
ft/ft
16+56 to
17+56
D/3CL12\3
0.00000
ft/ft
17+56 to
18+56
D/3CL12\3
0.00000
ft/ft
18+56 to
18+98
D/3CL12\3
0,00000
ft/ft
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
(j.0 / 30.6 100.0 / 30.6
SECTION NUMBER 2
Centerline Station 1+00
nprr:,"m n°`^'

2600 FARROW TO WEAN (continued) 12Z10Z96
0.0 i 27.1 100.0 Z 24.4
SECTION NUMBER 3 .
centerline Station 2+00
ORIGINAL DATA: `
0.0 Z 23.7 100.0
32cTIDN NUMBER 4
Centerline station 2+60
ORIGINAL DATA: ,
0.0 Z 17.7 100.0 z 23.3
SECTION NUMBER 5
Centerline station 3+02
ORIGINAL DATA;
0.0 Z 20.8 100.0 Z 23.3
SECTION NUMBER 6
Centerline Station 4 + 0 2
ORIGINAL DATA;
0.0 Z 1e.e 100.0 Z 20.7
SECTION NUMBER 7
Centerline Station 5+02
ORIGINAL DATA;
0.0 Z 17.7 100.0 Z 21.6
SECTION NUMBER G
centerline station 6+02
ORIGINAL DATA:
0.0 Z ia,5 ±00.0 Z 25.0
SECTION NUMBER 9
Centerline Station 7+02
ORIGINAL DATA:
0.0 Z 18.0 100,0 Z 21.2
SECTION NUMBER 10
centerline Station 8+02
ORIGINAL DATA:
page 2

2 r0 FARROW TO WEAN f=ontinued> 12Zio396
0.0 z 17.5 100.« 3 23.0
SECTION,NUMeER 11
Centerline Station 9+02
ORIGINAL DATA: `
0.0 Z I7.4 100.0 Z 21,3
2ECTION NUMBER 12
Centerline Station s+49
DRIBINAL DATA:
0.0 Z 16.6 100.0 Z 21.3
SECTION NUMBER 13
Centerline Station 10+;9
ORIGINAL DATA;
0.0 Z 19.7 100.0 Z 21.3
SECTION NUMBER 14
Centerline Station 11+09
ORIGINAL DATA:
0.0 Z 22,5 100.0 Z 22.6
SECTION NUMBER 15
Centerline Station 12+09
ORIGINAL DATA:
0.0 Z 25.7 100.0 Z 23,4
SECTION NUMBER 16
Centerline Station 12+56
ORIGINAL DATA:
0.0 Z 23.4 100.0 Z 22.6
SECTION NUMBER 17
Centerline Station 13+56
ORIGINAL DATA:
0.0 Z 24.0 1 & 0 Z 19.7
SECTION NUMBER 19
Centerline Station 14+56
ORIGINAL DATA:
page 3

2�00 FARROW TO WEAN (con�inued) 12/10/96
0.0 / 28.1 100'0 / 23'5
BECTION NUMBER 19 '
Centerline Station 15*56
'
ORIGINAL DATA:
0.0 / 30.6 100.0
SECTION NUMBEP 20
Centerline Stati-Dn 16+5f�
ORIGINAL DATA:
0.0 / 28.0 100,0 / 25'2
SECTION NUMBER 21
Centerline 5-tat-ion 17+56
ORIGINAL DATA:
100.0 / 23.2
SECTION NUMBER 22
Centerline Station 18+56
ORIGINAL DATA:
0.0 / 30'6 100.0 / 24.4
EECTION NUMBER 23
Cemtarline Station 18+:?8
0 P I G I N A L I)ATA:
0.0 / 3,0'6 100.0 / 30.6
page 4

US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
C-:�CIF-444FR I EE7 1= C- FR M E3 C-'__-7-
in
Sampson County, North Caro]ina
Designer
: J, WARREN C.E)ARWICK
Checker
Date
, 12/10/96
Date
Job
Number 001
2600
FARROW
TO WEAN
| ** EXCAVATION
it
FJLL **
Top
Left
Right
Off-CL
| CL
Dist
| Area
Volume
|
Area
Vol"me
Width
SS
SS
(ft)
| Sta
.
(tt)
| (BqFt)
.
(Cu.Yds)
|
.
(SqFt)
(Cu.Yds)
12
3:1
3:1
70.0
.
| 0+00
.
| 0.0
.
|
13.2
'
|
100
|
0.0
|
376.7
12
3:1
3:1
60'0
1 1+00
190'2
�
100
0.0
1269'4
12
3:1
3:1
60.0
| 2+00
| 0.0
|
291.9
|
60
0.0
|
2082.9
12
3:1
3:1
60.0
| 2+60
| 0.0
|
440.3
|
42
0.0
2729.0
12
3:1
3:1
40'0
| 3+02
| 0.O
|
390'5
�
100
|
0.0
|
4495'4
12
3:1
3:1
40.0
| 4+02
| 0.0
<
563.3
�
i00
|
0.0
|
6560.6
12
3:1
3:1
50'0
| 5+02
| 0'0
|
551-9
�
100
0.()
|
8393.5
12
3:1
3:1
40.0
| 6+02
| 0'0
|
417'3
|
100
0.0
|
10235.7
12
3:1
3:1
50.0
| 7+02
| 0.0
|
557.0
|
100
|
0'0
|
12352.2
12
3:1
3:1
50'0
( 8+02
' 0 0
. '
'
.
5B6 0
'
|
100
|
0'0
|
14505.9
12
3:1
3:1
50.0
| 9+02
| 0'0
|
577.0
|
47
|
0'0
|
15540.O
12
3:1
3:1
50'0
| 9+49
1 0.()
|
611.1
|
60
|
0'0
16755'2
12
3:1
3:1
55.0
| 10+09
| 0'0
|
482'5
|
100
|
0'0
|
18278.3
12
3:1
3:1
60'0
| 11+09
| 0.0
|
340'0
|
100
|
0.0
|
19370.4
12
3:1
3:1
60.0
1 12+09
| 0'0
249'7
|
47
'
0'0
|
19857.1
12
3:1
3:1
25'0
| 12+56
| 0'
309'4
�
100
'
0'0
|
21070.9

2600
FARROW
T\ WEAN (continued) 12/10/96
page 2
;
** EXCAVATION
*
|
It
FILL $*
Top
Left
Right
Off-CL
|
CL
Dist ;
Area
Volume
|
Area
Volume
Width
SE
SS
(It)
Sta
(ft) .
(SgFt)
(cu.Yds)
(SgFt)
Mu.Yds)
12
3;±
3:1
25.0
;
13+56
;
0.0
;
34 6. 0',
.
100 |
0.0
;
21953.3
12
3:1
3:1
25.0
,~
14,56
,
0,0
,
130.5
;
100 |
0.0
;
22244.4
12
3:1
3:1
25.0
15+56
0.0
1
26.7
|
100 ;
0.0
|
22498.4
12
311
: 1
25.0
,
16+56
0.0
110.5
;
100 |
0.0
;
22e98.7
12
5:1
3:1
25.0
17+56
0.0
105.6
100 |
0.0
;
23205.9
12
3:1
3:1
25.0
18+56
,
0.0
60.3
42 '
0.0
|
23263.1
12
3:1
3:1
25.0
;
1e+98
|
0.0
|
13.2

ORY 2111�1B£
CROSS-SECTION DATA
PUANTITY CALCULATIONS
prepared tor
in
US Dela`trtmen•i" of Agriculture
Soil conaerv&tion Service
S_xmoson County, North Carolina
Dpwigner . J. WARREN C.BAKWiCK: Checker
Date 1E/ 10/96 Date
Job Number 001
��+h .l: try R��-�+4r-? 9- �+Jh %n T. �'• �+T� ?•TT� �C � %j*+h�� TA+�� �fry � �-���%k +R /n � �. T T. %h �. +��ry ?� R. A-%1. � T hT � �. R��T rt. h. ii, r7.T TrT �e+� M �. � �-�-1
Wit.. -. _ •_
'6� 0 FARROW TO WEAN
TEMPLATE DATA:
Beginning Elevation = 40
Beginning Station = 37+.5
17+. S to 1+01) C\2CL500/2
1+00 to 2+00 C\2CL500/ :
2+00 to 3+ 0 C\2CL500/2
+00 to 366+.5 C\2CL500/ 2
SECTION NUMBER i
Centeriine Station 57+.5
ORIGINAL DATA:
0.0 / 50.9 100.0 / 51.3 200.0 / 50.4
500.0 / 47.8 600.0 / 46.4 700.0 / 43.0
0.00000
'ft/ft
0,00000
ft/it
0.00000
ft/ft
0.00000
f t/-f t
100.0 / 4P . 5 400.0 / 49.1
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 / 50.6 100.0 / 51.7 200.0 / 51.2 300.0 / 50.6 400.0 0 / 50.5
500.0 / 49.9 60i_ - 0 / 47.5 700.0 / 43.7
SECTION NUMBER
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 49.7 WO-0 / 50.8 200.0 / 49.2 700.0 / 47.6 400,0 ! 48.1.
500.0 . 0 ! 49.3 600.0 / 4S.0 700.0 / 46.1
-SECTION NUMBER 4
Centerline Station +0C)
RJRIGINAL DATA:
.. - I n '-. - , -. -_ .. . A A A I A-7 ..

2600 FARROW TO WEAN (continued) 12/10/96 page 2
500'0 / 45.1 600'0 / 46.1 700'0 / 46.1
SECTIONNUMBER
Centerline Station 366+'5
ORIGINAL DATA:
0.0 / 40.0 100.0 / 40.0 200.0 / 40.0 300.0 / 40.0 400.0
500-0 / 40.0 600.0 / 41.3 700.0 / 40.0
f-

,
. . .
0+2RM 2115/88
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANT17Y CALCULATIONS
' prepared for
Tr,
Sampson County. North Caroline
Designer
: J. WARREN C.BARWICK
Checker
Date
: 12/1()/96
Date
Job
Number 001
2600
FARROW
TO WEAN
1
** EXCAVATION
`
FILL
Dot
Left Right
Off-CL
| CL
Dist :
Area
Volume
|
Area
Volume
Width
SS
SS
(ft)
Sta
(ft) |
(SqFt)
(Cu-Yds)
|
(SqFt)
(Cu'Yds)
500
2:1
2:1
30.0
.
| 37+.5
.
|
5033'1
.
|
0.0
�
63 |
122E]0.2
|
0'0
500
2:1
2:1
30.0
| 1+00
1
5576.9
�
100 |
311BB'6
|
0.0
500
2:1
20
30.0
| 2+00
|
4633~6
|
0'0
|
100 |
43274.5
0.0
500
2:1
2:1
30.0
3+00
1
1992.9
|
0,0
|
67 |
45612.9
|
0'0
500
2:1
2:1
30.0
| 366+.5
|
6.0
|
#,0

TYPICAL VIEW OF A ONE -STACK LAGOON SYSTEM
GonElnrnenC Bullditiv Tap Width Settled Top Elevation.
Pipe InVert. Tlevation
t1 SS 3 :�
Ptt
TREATMENT
LAGOON r
Depth 12.5
O " Pipe (weeds to he adequately
supported)
[Bottom $levation iq �
� II
NOTE: RIP -RAP, FLEXIElLE PIPE'.OR OTHER SUITABLE MATERIAL WILL BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
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:
(1) 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 raintatl wilt 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 28.90 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 25.80 . This temporary
storage less 25 yr and heavy rain contains 536052 cubic feet or
4009665 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.
6. 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.

., p
— qa I
�f'yM
,. ow4
rys 15 i�
,q�P�u7
ct- -"t Cry.U.
s

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 EF_RTHFILL 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
S 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 tamping 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 2.0 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 whale placement and
compaction process. For most clay soils, a tamping 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 the shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a tile 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_

PLAN OF EXCAVATED WASTE STORAGE PiT
county: SFS
Address: 3O c� C ,1'i` nN 1�L Z�S3 LSD
It Cif? Suet ITO 1 �
• S AVE. 'MP ELEY.
AVE. ICTIVY ELM
r
(Sim b.ct for vacua catcutedau)
Use of facility: Feede.- 't-j
Capacity: ! 3. 2$U7 Gatllons '72 K 5z Ft3
Soil Type:
&64—
Bench Mark Description E-P,--4 nc P,'A
Bottom
Normal Liquid Level
Storage for normal Prec.ip.
Mx4=1m Liquid hovel
25 yr. Storm Storage
Crest MSW
Max.Flov Depth
Freeboard
Top of Dam
Slay.
Mo
x1 ev .
(+)
-
Slsv.-
(+)
Ft.
Elev. .
3L
(+�
0. 3
Ft.

y
F ILO,..
AVERAGE CROU1,1Ir
VARIABLE 1
SANDY MATERIAL
NO C LAY
FEET THICI
CLAY LINER
SANDY CLAY -CLAY
TYPICAL CROSS-SfiCTION or
LAGOON OONSTRUCTION WITH
PARTIAL CLAY LINER
.1sA ET THICK CLAY LINER
(MINIMUM)
EXCAVATK THIS AHrA AND
f BACKFILL WITH CLAY
EXCAVATG
FILL
AVER ACE GROUND
VARIABLE SANDY RATERIAL
NO CLAY
.4 FEET THICK
CLAY LINER
d
SANDY CLAY -CLAY
ADDITIONAL"EXCAVATION DUE TO LINER:
i� BSb
AVERAGE DEPTH TO CLAY 2, X ca.A FEET THICK X DISTANCE __ %i_Yg) CUBIC FFFT �CUBIC YARDS
S bA c_w vu°' 27 CU13IC FEET/CUISIC YARDS
NOTE: WHEN AREAS OF UNSUITABLE MATERIAL ARE ENCOUNTERED, THEY WILL NEED TO BE EXCAVATED A MINIMUM OF ol•8
FEET MELON GRADE, RACKFILLED AND COMPACTED WITH A SC5 APPROVED MATERIAL (SC, CL, CII).

US17A'-50IL -CONSERVATION SERVICE
3 U 3 •-D• EAST ROWAN STREET
CLINTON, NORTH CAROLINA 28328
PHONE [phone]
UNITED STATES
DEPARTMENT OF
AGRICULTURE
-------------------------------------------------------------------------------
COHARIE HOG FARMS
P 0 BOX 800
CLINTON, NC 28328
DEAR MR. BARWICK:
Please find attached Form SCS-CPA-026 for the tracts you reported to ASCS when
you completed a Highly Erodible Land and Wetland Conservation Certification.
Wetland determination may be incomplete in wooded areas and unnumbered fields.
Before clearing, draining or altering these areas for any use, contact ASCS and
complete a new Form AD-1026. Failure to do so could result in loss of
eligibility for USDA benefits for all the land you farm. Each field has a
symbol on it which represents its classification. The following symbols apply
to your farm:
[W]- Wetlands --clearing, draining or altering these areas to make possible
the planting of a commodity crop will result in wetland conversion
which would make you ineligible for most USDA programs.
. Inclusions --these soils are predominantly non-hydric but may have
inclusions of hydric soils. If you plan to clear in these areas
please call the SCS office at 592-7963 to request a field
determination. It may be necessary for you to provide cleared right-
of-ways in order to flag wet areas.
PC - Prior Converted Wetlands --can be cropped and are not affected
by the wetland conservation provisions as long as the field is
not abandoned (not cropped for 5 successive years)_
CW - Converted Wetlands --areas of hydric soils that do not have a
cropping history between 1981-1985 and/or were converted since
December 23, 1985. Growing annually planted crops on this land
will result in a loss of USDA program benefits. If this land was
cropped between 1981-1985, you must establish a crap history
with ASCS to remain eligible for USDA program benefits.
CWNA - Converted Wetland--Non-Agricultural Use -Wetlands converted after
r Nov. 28, 1990 for non-agricultural purposes. These tracts will be
reviewed annually and will lose their exemption if the non-
agricultural activity fails or land becomes idle.
NW - Not wetland --areas that do not contain wetland.
N - Not Wetland --or-- Highly Erodible
We have made every effort to make this determination as fair as possible, but
if you feel the determination is incorrect, you have the right to appeal. The
appeal must be in writing and must state the reasons why you believe your
fields have been incorrectly determined. The appeal must be made within 15
days of receipt of this determination.
Sincerely,
Howard L. Hobson
District Conservationist
Attachments
cc: ASCS

SCS-CPA-01S
a2'135
U. S. DEPARTMENT OF AGR&CULYVRE
SOIL CONSERVATION SERVICE
S(311. MAP
Owner ���lQi" A/'— Operator
Count`' „�arrj�,�n�'y Statr C' _
Soil surVey sheet 1s1 or cock nos.— I'?-,(-j3 Aprnximate scale I Z p0
Prerarcli h-, U. S. Departmew of A= 7ri;:ukurL_ Sod Conservation Service Cooperating
with n 'l C5O''E 4 n �° i , Ci�nservatic�n Dimrict
i
-BOBMaC Au Fa GoA°.
BOB
x _ BOB r
\ ( rio
Is
NoA JO c, Mac \�/ �` 8DB FD
Mac +
lei
BH li lnt `\
SH
CaB
Vac
NoA
Boa
�v+•�i1�w-i f,' B�. •r ,px`-
Was
ChA `:•.• �� Lm W36
9H Au rZ0"
"f.�"- +!' +;✓y i- _ ti - ' `-,fit » Au
Mac
Mal; WO
BOB
- wad t'a"
I^ Lm Bit aD6 / was
aH
NaR v,
`b off` _ iTlt 9O$
.9rs \p
Jo Lo
jo
MaC
Mac'
Noa
JT
PaC
;
PM 4
".:: err.. N !T C iu / Boa
Mac j
Bob --

U.S.b.A:. SCS-CPA-026 t. Name and Address of Person 2. Date of Request
SOL` conservation Service (June 91; = f
3. County
HIGHLY ERODIBLE LAND AND WETLAND
CONSERVATION DETERMINATION
4, Name of USDA Agency or Person Requesting Determination 5. Farm No_ and Tract No- `
SECTION 1 - HWIMY EF ODIBLE LAID
I F[E:.D NO-(s) I TOTAL ACRES
6. Is soil survey now available for making a highly erodible land determination? Yes No ❑
7. Are there highly erodible soil map units on this farm? Yes ❑ No o _
S. List highly erodible fields that, according to ASCS records, were used to produce an acyxaiftural eoaatrodty in any
crop year during 1981-1985.
9. List highly erodible fields that have been or will be converted for the production of agricultural sties arid.
according to ASCS records, were not used for this purpose in any cop yeerdurbv 1901-1 %5; antd were not
enrolled in a USDA set -aside or diversion program.
10. This iiighl Erodib{e Land determination was completed in the; _ Ofixe Q_ Field ❑
SECTION 0 - i METLAKD
11. Are there hydric soils on this farm? Yes �j No ❑-"
FIELD NO-(s)
TOTAL ACRES
12. wetlands (W), including abandoned wetlands, or Farmed Wedands (FW) or Famred Wetlands Pasture (FWP)-
Wetlands may be farmed under natural conditions. Farmed Wedards and Farmed Wedan d s Pashme rray be
farmed and maintained in the same manner as they were prior to Decermber 23. 1985, as long as they are nix
abandoned.
13. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23, 1985- The use, nuuiagemeni,
drainage, and alteration of prior converted cropland (PC) are not subject to the wiedw conserrabDn provisions urde�
the area reverts to wetiand as a result of abandonment.
14. Artificial Wetlands (AM. Artificial wetlands includes irrigation -induced wedands- These weft are not subject
to the wetland conservation provisions.
15. Minimal Effect Wetlands (MW). These wetlands are to he farmed accomro1g todiienurortakMectagreernerd signed
at the time the minimal -effect determination was made.
16. Mitigation Wetlands (M1W). Wetlands on which a person is ac" miiigat' g a frequerrtflr cropped area or a wetlar►d
converted between December 23, 1965 and November 28, 19W.
17. Restoration with VicJation (RVW-year). A restored wetland that was in viWafm ars a nmaA of conversion alter
November 28, 1990. of the planting of an agricultural commoctity or forage crops
18. Restoration without Violation (RSW). A restored wetland converted behmmm Decernbirm 23.1985 arid
November 28, 1990, on which an agricultural commodity has not been planted.
19. Replacement Wetlands (RPW)- Wetlands which are converted for purposes otter than in Oxn ase production.
where the wetland values are being replaced at a second site-
20, Good Faith Wetlands (G FW+year). Wetlands on which ASCS has debwTrined a vxAahur: to be in good faith and drie
wetland has been restored.
21. Converted Wetlands (CW) Wetlands converted after December 23, 1985 and prior to November 28, 199tW. to any
year that an agricultural commodity is planted on these Converted Wetlands, your rreB be ine6gibfe far USDA berwtds.
22. Convened Wetland (CW+year). Wetlands converted after November M 199U. You will be ir>e5gible for USDA
program benefits until this wetland is restored.
23- Converted Wetland Non -Agricultural use (CWNA). Wetlands that are converted for trees, fish prixiiu tion, shrubs.
cranberries, vineyards or building and road construction_
24. Converted Wetland Technical Error (CWTE). Wetlands that were converted as a resut of uxorrectdetermination
by SCS-
25. The planned alteration measures on wetlands in fields _ are corgAefed maintenance and are in compliance
with FSA.
26. The planned alteration measures on wetlands in fields are not considered to be maintenance and 4
installed will cause the area to become a Converted Wetland (CW), See item 22 for irrtorma5orr on CW+year-
27. The wetland determination was completed in the office ❑ field I -I and vra5 delivered❑ mailed❑ to the person on--,, ,
28. Remarks
29. 1 certify that the above determinarion is correcr and adequate for use in derermurre� 31L Sigrraftim of SCS District Conservationist 31. Date
ehgibilitv for USDA program benefits. and that mwland h��drology. htidric saris- mad
hvd,nphrrrc vegetation under normal orcumstonees exist on all arcas omlined as
Wetlands, .Farmed Wetlands, and Farmed Wetlands Pasture.
Aswsfanee and programs of the Sod Conservation Service avarlabi,e witr regard to rJr- jefgbr; odor, sez, agin oe bar dkWL
PCrS031 Copy

Appeals
The conservation provisions of the Foot; Security Act of 1985 place responsibility on U.S. Department of Agriculture (USDA) apricias 4or
making determinations which may have significant economic impact on farm operations. These determinations are made as aas.xardy as
possible. Flowever, there will be situations when persons believe the rules have not been properly applied in their case resufii% nz the
denial of USDA program benefit
agency —the Agricutturz! :'o-vii a (ASCS), Farmers Home Administration (FmHA), Federal Crop Insurarc2
Corporation (FCIC). and Soil j:.'C_ -z.zz- r^ appeals procedure for the purpose of allowing producers to furnish
evidence to support ttmeir daarts that the rules rya%, ,-3t been properly applied.
rams ASCS is responsible for determining_
Appealed a whether a person is a producer on a field; .
To ASCS a establishment of field boundaries;
a whether land was planted to an agricultural commodity any of the years 1981 through 1985;
a whether land was set aside, d-1verled, or otherwise not cultivated under a program administered by the Secretary of
Vim;
a whether the production of an agricultural commodity on highly erodible land or converted wetland by a tenant is
required under temts and conditions of the agreement between the landlord and tenant:
e whether the agricxdlurat commodity planters on a field was planted before December 23, 1985, or during any crop
year which began before December 23, 1985; and
a whether the conversion of a particular wredand was commenced before December 23, 1985, or corwested since
December 23, 1985 by third party_
men FmHA is responsible ter determining whether the proceeds of any loan made, insured, or guaranteed under any
Appealed provisiorm of law administered by FmHA will be used for a purpose that will contribute to excessive erosion of
To Ff ilHA highly erodrbie land or to the conversion of rrettard.
items FCIC is responsible for de6ermirlmirg it insured producers or those applying for crop insurance are in compfiance
Appealed with the Food Security Act of 1985-
TO F=
Rem SCS is ramie for appeals regarding:
Appealed A. Higi-uy iarui dsterm n4lasYt
To SCS a determusabon of the land capability dassification of a field or a portion of a field;
e determination of a pneftted average annual rate of erosion for a field or a portion of a field;
a determination of the poienfiai average anginal rate of erosion for a field or a portion of a field-
* detennktabon by a mnsesvahm district, or by a designated conservationist in those areas where no conservation
district exists, dud a conservation system or a conservation plan should not be approved_
B_ Wetlarsd defafminabors:
a deter€ unaban that certain land is a 'wetand' as defined by the act;
a deterrninati in that certain land is a 'converted wetland` as defined by the act;
a determination of whether the conversion of eredand for the production of an agricultural conw cfity on such
converted wedand wail have minimal effect on the hydrological and biological aspects of wetland-
* determirtatm of whether wetlands are exempted as result of being prior converted, artificial, or irrigafiorr
induced wetlands, or wetlands farmed under natural conditions.
C. Whether SCS followed its policies and procures.
Haw To You shuts rest recorwirieration by the person or committee of the agency making the initial dietermiriadion
Appeal within 15 days (30 days for FmHA, and 45 days for SCS) of the mailing of the determination.
Appeals of adverse decisions may be made to the next level of appeal within IS days (30 for FmHA, and 45 days for
SCS) of the rnwRing of the decision_ Decisions by the highest listed authority in each agency are final and there are no
further administrative appeal rights_ The succession of levels for appeal following reconsideration by the person or
committee making the initial determination are:
For ASCS For FmHA:
1 st — County ASC Committee 1 sl — County Supervisor
2nd ---- State ASCS Committee 2nd -- District Director
3rd -- Deputy Administrator fur State and County Operations 3rd —State Director
41h Administrator
For FCtC:' For SCS:
1st — Field Operations 1st -- District Conservationist
2nd — Kansas City Appeals 2nd — Area Conservationist
Board: Claims Division 3rd State Conservationist
3rd — Assistant Manager, FCIC Washington. DC 4th — Deputy Chief for Programs
•carnpa„ es rortsureo oy FCIC mil uu&ze their awn appear process.
This sheet provides general information on the appeals procedure of the Food Security Act of 1985. Published rules and regulations
are available at local USDA offices.
All USDA programs and services are available without regard to race, color, nationai origin, religion, sex, age, marital status, or handicap-

' . SCSr-CPA-M
Conservation Service . (Line 91)
IIGHLY ERODIBLE LAND AND WETLAND
CONSERVATION DETERMINATION
lame of USDA Agency or Person Requesting Determirralion
Name and Adams of Person
S. Farm No- and Tract No.
Date of rest
Cr7iirrlyl
FIELD 140.(s)
TOTAL_ ACRES
s sail survey now available for making a highly erodible land detemrirradan? Yes ❑ No ❑
:. �ys � :.•--�.�
...; ,.�,,.w..= �-
Ire there highly erodible soil map units on this farm? Yes ❑ No ❑
�'-✓'
Jst highly erodible fields that. according to ASCS records, were used to prorkroe an agrkuburai commodity in any
rop year during 1981-1985-
-ist highly erodible fields that have Meer. or will be converted for the pnxkar m of a9rkxLftLLral cnrrmmdbes and.,
iccordirig to ASCS records, were not used for this purpose in any crop year during 1981-1985; and were not
rnrotled in a USDA set -aside or diversion program.
This Ni hl Erodible Land determination was completed in the' CiffiDe❑ Field ❑
.;
y = ,
X-L KM o - VJFT>t_APM
FIELD NO.(s)
TOTAL. ACRES
Are there h dric soils on this farm? Yes No
Wetlands (W), including abandoned wetlands, or Fawned Wetlands (FW) a Fanned VVedands Pastime (FWP).
A'
Wetlands may be farmed under natural Conditions. Farmed Wetlands and Famed VVedands Pasbim mart' fie
V 1'
i
farmed and maintained in the same manner as they were prior to December 23,19W as"as diet' are not
abandoned.
1. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23, 1985- The use, mange end,
" ,r-
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland aans+esvatiron provisos uriless
--����—
the area reverts to wetland as a result of abandonment.
f. Artificial Wetlands (AW)- Artificial wetlands includes irrigation -induced wedarods- These wedands are not subject
_
to the wetland conservation provisions.
3. Minimaf Etfed Wetlands (MW). These wetlands are to be famned accondung to the nramrral-elfecf agnmolerd signed
e`
at the time the minimal -effect determination was made.
f .l
6. Mitigation Wetlands (MIW). Wetlands on which a person is actively nritiigaiirg a frequently cropped area or a wedand
converted between December 23, 1985 and November 28, 1990.
7. Restoration with Violation (FRVW-year), A restored wetland that was in vxda*m as a result of conversion after
;
November 28, 1990, or the piarsting of an agricultural corrinrodly or forage crop-
I& Restoration without Violation (RSW). A restored wetland converted between December 23. 1985 and
November 28, 1990, on which an agriailturai commodity has not been planted
19. Replacement Wetlands (RPW)- Wetlands which are converted for purposes other ttran to increase prgrkrcti CL
where the wetland values are being replaced at a second site.
-V. Good Faith Wetlands (GFW+year). Wetlands on which ASCS has deWarmred a veokAm to be in good faah and the
wetland has been restored.
21. Converted Wetlands (CW). Wetlands converted after December 23, 1985 and prior to November 28, 1990- In arry
year that an agricultural commodity is planted on these Converted Wettaro is, you trill be ure&gffite for USDA benefits.
22_ Converted Wetland (CW+year). Wetlands converted after November 28, 1990. You wig be inegole for USDA
program benefits uniif this wetland is restored.
23. Converted Weiland Non -Agricuitural use (CWNA). Wetlands that are converted for trees, fish productim, shrubs,
_
cranberries, vineyards or building and road construction.
24. Converted Wetland Technical Error (CWTE). Wetlands that were converted as a result d ir=rrect deteamnabon
T
by SCS.
25. The planned alteration measures on wetlands in fields « _ ` are considered maintenance and are in compliance
with FSA.
26. The planned alteration measures on wetlands in fields _i are rat considered to be maintenance and if
installed will cause the area to become a Converted Wetland (G11V)- See item 22 for information on CW+year.
27. The wetland determination was completed in the office ❑ " field ❑ and was defivered©- rrraite!j to the person on , r
29. Remarks.+_
29. I certify that the ab, s a determinarron is correct and adequate for are in derermining 30. Sirgtaasre of SCS Dis ict Consenrabonisl 31. Date
eligihiltry]or U$UA program benefits, and that wetland hydrology. h)Rrie soils. and 1 i
hydrophytrc r'egetation under normal circumstances emst on all areas oredinnd as
Wetlands Farmed Wetlands and Farme W dandr Pasture.
AxsisLrnoe one progrwris of byte son! ronssrvatlan So -' +a araftabre ai-11 1 - nrQad op rAM re%}iare crorlor, sex, a94, ar hftat'r NC*Ll
Person Copy

Appeals
The conservation provisions of the Food Security Act of 1985 place responsibiffilly on U_S_ Department of Agriculture (USDA) adendee for
making determinations which may have significant economic impact on farm operations. These determinations are made as accurately as
possible_ However, there will be situations when persons believe the rules have not been property applied in their case resulting in the
denial of USDA program benefit.
Each agency —the Agricultural Stabilization and Conservation Service (ASCS), Farmers Home Administration (FmHA), Federal Crop Insurance
Corporation (FCIC), and -Soil Conservation Service (SCSFfias an appeals procedure for the purpose of allowing producers to fumish
eAderwe to support their claims that the rules have not been property applied.
Items
ASCS is responsible for determining:
Appealed
* whether a person is a producer on a field;
o ASCS
• establishment of field boundaries;
• whether land was planted to an agricultural commodity any of the years 1981 through 1985;
• whether land was set aside, diverted, or otherwise not cultivated under a program administered by the Secretary of
Agriculture;
• whether the production of an agricultural commodity on highly erodible land or converted wetland by a tenant is
required under terms and conditions of the agreement between the landlord and tenant;
• whether the agricultural commodity planted on a field was planted before December 23, 1985, or during any crop
year which began before December 23, 1985; and
• whether the conversion of a particular wetland was commenced before December 23, 1985, or converted since
December 23, 1985 by third party_
Hems
FmHA is responsible for determining whether the pnxxwds of any loan made, insured, or guaranteed under any
Appealed
provision of law administered by FmHA will be used for a purpose that will contribute to excessive erosion of
To FrrJ4A
highly erodible land or to the conversion of wetland -
Rem
FCIC is responsible for determining if insured producers or those applying for crop insurance are in compliance
Appealed
with the Food Security Act of 1985.
To FCIC
Rem SCS is responsible for appeals regarding:
Appealed A. Highly erodible land determinations:
TO SCS a determination of the land capability classification of a field or a portion of a field;
• determination of a predicted average annual rate of erosion for afield or a portion of afield:
• determination of the potential average annual rate of erosion for a field or a portion of a field.
• determination by a conservation district, or by a designated conservationist in those areas where no conservation
district exists, that a conservation system or a conservation plan should not be approved.
B_ Wetland determinations:
• determination that certain land is a -wetland' as defined by the act
• determination that certain land is a "converted wetland' as defined by the act;
• determination of whether the conversion of wetland for the production of an agricultural commodity on such
converted wetland will have minimal effect on the hydrological and biological aspects of wetland.
• determination of whether wetlands are exempted as result of being prior converted, artificial, or irrigation -
induced wetlands, or wetlands farmed under natural conditions.
C. Whether SCS followed its policies and procedures.
How To You should request reconsideration by the person or committee of the agency making the initial determination
Appeal within 15 days (30 days for FmHA, and 45 days for SCS) of the mailing of the determination_
Appeals of adverse decisions may be made to the next level of appeal within 15 days (30 for FmHA, and 45 days for
SCS) of the mailing of the decision. Decisions by the highest fisted authority in each agency are final and there are no
further administrative appeal rights. The succession of levels for appeal following reconsideration by the person or
committee making the initial determination are:
For ASCS
1 st —County ASC Committee
2nd — State ASCS Committee
3rd — Deputy Administrator for State and County Operations
For FCIC:`
1 st —Field Operations
2nd — Kansas City Appeals
Board: Claims Division
3rd — Assistant Manager, FCIC Washington, DC
'Companies reinsured by FCIC will fv iza their own aAw.W proomm
For FmHA:
1st —County Supervisor
2nd — District Director
3rd — State Director
4th — Administrator
For SCS:
1st —District Conservationist
2nd — Area Conservationist
3rd — State Conservationist
4th — Deputy Chief for Programs
This sheet provides general information on the appeals procedure of the Food Security Act of 1985_ Published rules and regulations
are available at local USDA offices.
All USDA programs and services are available without regard to race, color, national origin, religion, sex, age, marital status, or handicap.

HIGHLY ERODIBLE LAND CONSERVATION (HELC) AND WETLAND
R Y
CONSERVATION MC) CERTIFICATION
1.
Name of Producer
2. Identification Number
3. Crop Year
tl�lar 4-Q &
&0
114Z
7--5
YES
I NO
4.
Do the attached AD-1026A(s) list all your farming interests by county, and show current
SCS determinations? If "No", contact your Counry ASCS Office before complering this fornz. .
5.
Are you now applying for, or do you Have a FmHA insured or guaranteed loan".
6.
Do you have a crop insurance coritract issued or reinsured by the Federal Crop
Insurance Corporation?
7.
Are you a landlord on any farm listed on AD-1026A that will not be in compliance with
HELC and WC provisions?
S.
Has a HELC exemption been approved on any farms listed on AD-1026A because the
landlord refuses to comply?
9.
List here or attach a list of affiliated persons with farming interests. See reverse for an
explanation. Enter, 'None "I if applicable.
If items 7 or 8 are answered "YES", circle the applicable farm number on AD- I026A-
During either the crop year entered in item 3 above, or the term of a requested USDA loan.
10. Will you plant or produce an agricultural commodity on land for which a highly erodible
YES
tto
land determination has not been made?
11. Will -you plant or produce art agricultural commodity on any land that is or was a wet area
on which planting was made possible by draining, dredging, filling. or leveling or any other
means after December 23, 1985?
V. Will you, or have vou since November 28. 1990, made possible the planting of any crop,
pastur=, agricultural commodity, or other such crop by: (a) converting anv wet areas by
draining, dredging, filling, leveling, or any other means, or, (b) improving. mocifyin�z, or
maintaining, -an existing drainage system?
13. Will you convert any wet areas for fish production. trees. vineyards. shrubs- building
,
construction, or other non-aaricul[1" use?
1
"YES" for any one of these items, sign and date in item 14 below. Circle the applicable tract
If answers to items number on AD-1026A, or list tract number in item 12 on AD-1025A. ASCS will refer this AD-1026
10, 11, 12, or 13 are: to SCS for a determination. DO NOT sign in item 16 until SCS'determination is complete.
"NO" for all of these items or SCS determinations are complete, compiete item 16.
I hereby certify that the above information, and the information onfnachq
14. Signaf 9
ture ;,f kno and6elw.
Producer �,r /, - _ z9r �1 ��-- t 1;U•_
15. Referral To 5C5 inter a if a SCS detertnj%on is needed becausia ei .
(Completed by ASCS) 'Yes- is answered in item 10. 11. 12, or 13. f Z --,r ]
ivu it:: t3etore
ning in netn 1b, Heaa AL)-Iurti Appertatx.
SA's, is true and correct to the best best of my
�w IDat
re of ASCS R/epr`esen;ative
I hereby certify that the above information, and the information on attached AD-1026A's, is true and correct to the best of my
knowledge and belief It is my responsibility to file a new AD-1026 in the event there are any changes in my farming
operation(s). In signing this form. I also certify Matt have received and will comply with the compliance requirements on
AD-1026 Appendix.
16. Signature of
Producer
17. Remarks,
Scs COPY

°L7.S. Department of Agriculture
Soil Conservation Service
C-O.HA.RIE HOG FARMS
NONTECVICP_r, SOILS DSSCRI?TION REPQRT
FOR DESCRIPT-0N CATEGORY - ALL
Field Number (s ) - UNi
Map
Symbol E�escripton
Page - 1
12/1 4/93
BH B B_ r1TD J©�-7 STON SO_+LS, FREQUENTLY FLOODED This maz
unit consists of about 45 _o 55 percent poorly drained
Bibb soils and 30 to 40 percent very poorly drained
Joh-ston soils. They are on floodn_ains and are subject
to-reauent Flooding. They have formed in loamy and
sandv alluvial sediments. =ibb soils have a,loamv
sur-ace layer. The underlying layers are stratified
loamy or loamy and sandy material. Permeability is
moaera-e in the upper pare of the soil and moderately
rapid in the lower part. Available water capacity is
moderate. Shrink -swell potential is low. The seasonal
hioh water table is within a depth of 0.5 to 1.5 Feet.
Johnston soils have a dark colored, loamy surface layer
more than 20 inches thick. The underlying layers are
stratiFied loamy or loamy and sandy material.
Permeability is moderately rapid in the upper part of
the soil and rapid in the _lower nart.Available water
capacity is moderate. Shrink -swell potential is low.
The seasonal high water table is at or near the
surface. This soil may be ponded at times.
Jo JOia S F=NE SANDY LOAM These moderately well drained to
somewhat poorly drained soils are on stream terraces.
Thev have formed in loamy and sandy alluvial sediments.
They have a loamy surface laver. The subsoil is loamy
and is underlain by sandy material within a depth of 40
inches. Permeability is moderate in the Subsoil and
rapid in the underlying sandy material. Available water
capacity is moderate. Shrink -swell potential is low.
The seasonal high water table is at a depth of, between
1.5 to 3.0 feet. These soils are subject to rare
flooding.
Lm LUMB£E SANDY LOAM These very deep, drained soils are on
upland stream terraces and have formed in loamy Coastal
Plain sediments. They have a loamy surface layer and a
loamy and clayey subsoil. Permeability is moderate to
moderately rapid. Available water capacity is
moderate. Shrink -swell potential is low. The seasonal
high water table is at the surface to 1 foot below the
surFace between the months of November and April.
These soil are subject to rare flooding.
MaC MA.RWN LOAMY SAND, 6 TO 12 PERCENT SLOPES These deep,
well drained soils are on uplands and have formed in

.S. department of Agriculture Page - 2
•'Soil Conservation Service 12/14/93
COHARIE HOG FARMS
NONTECHNICAL SOILS DESCRIPTION REPORT
FOR DESCRIPTION CATEGORY - ALL
Field Number(s) - UN1
Map
symbol , DescriAtion
loamy Coastal Plain sediments. They have a loamy
surface layer and a loamy and clayey subsoil.
Permeability is moderate to moderately rapid.
Available water capacity is low. Shrink --swell
potential is low. The seasonal high water table is
greater than 6 feet below the surface.
Wo WOODINGTON LOAMY SAND These poorly drained soils are in
depressions on interstream areas_ They have formed in
loamy and sandy marine sediments. The surface and
subsurface layers are sandy. The subsoil is loamy.
Permeability is moderately rapid. Available water
capacity is moderate. Shrink -swell potential is low.
The seasonal high water table is at a depth of about
0.5 to 1.0 foot.

NAME OF FARM: C-7
OWNER I MANAGER AGREEMENT
(we) understand and will follow and implement the specifications and the operation and
maintenance precedures estaiished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25•year 1-day storm event. 1 also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER; COHARIE FARMS
SIGNATURE:____.,;--,-.r
NAME OF MANAGER (if different from ow r):
_7 please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Coharie Hog Farm
ADDRESS (AGENCY): 300 Westover Rd.
Clinton, NC 28328
(91 ) 592--1122 d
SIGNATURE: ,/ I DATE: 3-5- -f 0
5-- d f -19 �
gz�-� T
Page 9 of 9

SWAIN CONSULTING SERVICES, INC.
503 Underwood Street
Clinton, NC 28328
Telephone [phone] Fax [phone]
WASTE WATER IRRIGATION DESIGN
OWNER(s): Coharie Farms
300 Westover Road
Clinton, NC 28328
[phone]
FARM NAME: C-7
FARM LOCATION: Peterson Road
Sampson County, NC
FARM TYPE: 5,880 Head Feeder to Finish Swine Farm
NOTE: This design was originally completed 2/23100 for 2600 Sow operation. Modifications
are only to reflect change in production type to 5880 Head feeder to finish.
DESIGNER: R. Gregory Swain, P. E.
Swain Consulting Services, Inc.
503 Underwood Street
Clinton, NC 28328
N.C. License # 16415
PHONE: [phone]
SEAL:
41,
Q
gFA1
16415
DATE: ?/2 E16 Z

PRELIMINARY DESIGN AND SPECIFICATIONS FOR THE
WASTEWATER IRRIGATION SYSTEM FOR
COHARIE FARMS Farm C-7
5880 HEAD FEEDER TO FINISH SWINE FACILITY
The C-7 Farm is designed as a 5,880 head feeder to finish swine confinement operation located in
Sampson County, southwest of Clinton. The site was originally designed as a 2600 sow unit, and
the lagoon was constructed accordingly. A waste utilization plan was developed by Coharie
Farmsand has been modified to reflect the change in production phase and animal live weight. The
facility will produce approximately 13,524 pounds of plant available nitrogen (PAN) per year. An
estimated additional 10,878 pounds of PAN must be accounted for every five years, in the form of
sludge accumulation. It may take approximately five to ten years before sludge will be required to be
applied in the irrigation process or by some other means. The landowner may have to access other
land than that listed in this design to utilize the PAN produced in sludge.
Crops to be grown include hybrid bermudagrass hay and over seeded small grain hay. The total land
available for land application is approximately 65 acres. Of that acreage, approximately 48.7 acres
can be effectively irrigated with the designed system (effective wetted acreage). 'This acreage is
sufficient to meet the PAN produced by this facility using the crops and realistic yields as listed in the
revised nutrient management plan (NMP). The system designed will cover 1.58 acres of Field 43,
34.68 acres of Field #4, 9.28 acres of Field #5, and 3.17 acres of Field #6. The crops listed on this
acreage should utilize 14,248 pounds of PAN per year, while the farm should produce 13,524
pounds per year.
Soil types on the farm in the area of waste water application include primarily Blanton and Marvyn,
and lesser amount of Norfolk. The Blanton series is a moderately well drained soil with sandy
surface and subsurface layers. Infiltration is rapid, surface runoff slow, permeability rapid, and
available water capacity is very low. Seasonal high water table is below 6 feet. NRCS recommended
application rate and depth of application per cycle are 0.75 inches per hour (iph) and 0.65 inches,
respectively, for fresh water irrigation of summer perrenial. The Marvyn series is a well drained soil
with loamy sand surface and subsurface layers and sandy clay loam subsoil. Infiltration is moderate,
surface runoff rapid, permeability moderate, and available water capacity is medium. Seasonal high
water table is about 6 feet. Application rate should be limited to a maximumof 0.40 iph due to
6-15% slopes in this series. The Norfolk series is a well drained soil with loamy sand surface and
subsurface layers, and subsoil going from sandy loam to sandy clay loam. Infiltration is moderate,
surface runoff is medium, permeability is moderate, and available water capacity is medium NRCS
recommended application rate and depth of application per cycle are 0.5 inches per hour (iph) and
0 inches, respectively, under optimum soil conditions.
A solid set permanent irrigation system is recommended on this site due to the irregular shape and
slopes of fields. All sprinklers will be single nozzle and will include full circles only. Spacing on
sprinklers is 180 feet between sprinklers along each lateral and180 feet between the laterals. The

sprinkler wetted diameter is approximately 280 feet at 60 psi sprinkler pressure. The spacing is
64.30i0' of the wetted diameter of the sprinkler throw.
The main line shall be 6-inch Class 16.0 IPS (or Class 200 if preferred), PVC bell and gasket plastic
pipe, and lateral lines shall be 4-inch Class 160 IPS, PVC bell and gasket plastic pipe. A pump
which has a capacity of 430,.k pm and can maintain a pressure of 99 psi will be needed under the
recommended operating parameters, operating 3 sprinklers simultaneously. If a diesel power unit is
chosen, a unit which «,ill generate approximately 49 hp will be needed, and it should be coupled
with a Cornell Model 3 A centrifugal pump end, or equal. A brass Late valve should be installed
to control the flow of the ,.eater in the main line. A 6-inch lagoon riser should be used for the
ground entry of the main line, accompanied by a pressure gauge, air relief, and pressure relief
valves_
The system is to consist of Nelson SR 100 Full Circle Big Guns with 0.8" taper bore nozzle. The
guns ,"qll be mounted on 2-inch risers with camlock tops. Each riser will be equipped with a 2-inch
plastic ball valve to allow the operator to remove the sprinklers without shutting the system down.
Air relief valves will be placed at the end of each line; or at other high points in the system, to
eliminate any damage from water hammer. A 30 inch square by 6 inch thick concrete pad will be
poured around each riser to prevent the riser from any damaging movement. Thrust blocks will be
installed where the supply line comes from the pump and makes its ground entry, and at all tees,
ells, and ends of laterals.
The pump should be equipped with a discharge priming valve to prevent water from backing
through the system when not in use. if an electric motor is used; there should also be a properly
sized starter panel and a main disconnect. This panel is to be equipped with proper size fuses for
the safety of the electric motor. The suction side of the pump should contain a 6-inch supply line
with a 6-inch basket strainer. The line will be floated to prevent settlement on the bottom of the
lagoon.
System Operation
The recommended system is designed to operate three sprinkler risers simultaneously. However,
the system should be operated such that overlapping sprinklers do not operate simultaneously,
which will reduce the effective precipitation rate and thereby reduce the risk of runoff or ponding.
Also, the system is sized such that only one riser per lateral should be operated simultaneously in
order to minimize pressure head losses in the smaller lateral pipe. Table 1 below shows
information on the fields incorporated into the design.
As the table shows, although NRCS allows higher depths of application, it is recommended to limit
single irrigation events to 0.5 inch in order to reduce the risk of runoff, with winter applications
being further reduced to approximately 0.3". Also, the target calculated precipitation rate for
individual sprinkler operation (no sprinklers operating adjacently, so no overlap of spray), will be
approximately 0.28 inJhr. The combination of maintaining a low rate with a low application depth
should l imit the risk of runoff as long as other factors discussed below are considered.

Since the lagoon includes 180 dare pumping storage, it is important that pumping occurs regularly,
with the last application on coastal bermuda prior to frost and the first application as early in the
,spring as possible.
It is important that the operator follow this plan as well as the NW. When applying irrigation, the
operator should take notice of the conditions and follow MRCS Waste Utilization Specifications. it
is our recommendation that applications should not exceed 0.5" per application. We feel that 0.5"
is a sufficient amount of «eater to apply per cycle on the given crops and realistic }Melds. There
should not be another application applied until the amount applied in the previous cycle has been
used by evapotranspiration (ET). This usually takes approximately three to five days, depending on
the climate and soils of the area.
During the «inter months when temperatures are below freezing; the risers need to be drained at
least into the lateral lines. Water should not freeze at a depth of 30 inches which is the
recommended depth for both lateral and main lines. The pump, suction, and discharge should all be
drained during freezing temperatures. Spraying should never take place during freezing
temperatures. It is also important not to spray when the soil is saturated and ponding or runoff is
likely- Spraying should not occur when the wind speed is more than ten wiles per hour.
Sprinklers and air relief/vacuum release valves should be checked periodically to ensure that they
are operating properly_ Check to ensure that the pressure gauge at the pump is operating properly_
it is not necessary for the pump and panel to be under shelters, but it is highly recommended.
TABLE 1: FIELD SPECIFICATIONS
Tract
-Field
Slope
Soil
-:Evpe
Crop
App
,Rate
Max APp
per Cvcle
drrig.
Acres
10998-3
0-2%
NoA
Bermuda/Small Grain Hav
0.5
1
1.58
10998-4
0-5%
BnB
Bermuda/Small Grain Hav
0.75
0.65
25
109984.1
2-6%
MaB
Bermuda/Small Grain Hay
0.5
1
9.68
10998-5
0-5%
BnB
Bennuda/Smal1 Grain H!X
0.75
0.65
9.28
10998-6
0-5%
BnB
Bermuda/Small Grain Hav
0.75
0.65
3.17
TOTAL:
48.71
*All land is in the same crop so the fields will be operated based on most limiting parameters.
Selected precipitation rate is less than the infiltration rates of all soils.
"Although the MRCS has indicated that 0.65-1.0" can be applied at one time, it is suggested that
the total application be limited to 0.5" and space the applications several days apart. This will help
reduce the potential for runoff.

SOLID SET UMGATION SPRLNTKLER SETTINGS
,The solid set system xvill utilize Nelson SR100 sprinklers with 0.8" taper bore nozzles, 24 degree
guns. System lavout includes 63 full circle throws. Sprinkler layout is based on operating the
above specified guns at 60 psi, which produces 143 gallons per minute (gpm) and a wetted diameter
of 280 feet.
Precipitation rate (PR) for the individual full circle throw is calculated assuming that no adjacent
sprinkler is operated simultaneously. Thus, the effective wetted radius can be considered as 90% of
total wetted radius; resulting in a PR for the full circle sprinkler of 0.28 in./hr., well below the
design maximum rate.
Recommended operating time is based on making 1/2" applications on all riser areas. Due to very
small difference in theoretical effective wetted area between inside and outside sprinklers, all risers
will be assumed to cover the same average area. The total calculated effective wetted area is 48.71
acres di-,rided by 63 circles yields an average area per circle of 0.77 acres_ Time required to irrigate
1/2" depth at 143 gpm is thus 77 minutes. The owner should keep records of applications by
individual sprinklers according to assigned sprinkler numbers. It should be noted again that two
overlapping sprinklers should never be operated simultaneously, as this increases the effective
pricipitation rate in the overlapped area.
TABLE 2: HWGATION SYSTEM SPECIFICATIONS
Flow Rate of Sprinkler (pm)
143 each
OperatinS PSI at Pump
80
Design Precipitation Rate:
0.28
Pump Ta e
Diesel
Horse Power Required
22.5
Note: This design is based upon information supplied by Coharie Farms. This is a preliminary
design and should be viewed as such. Owner and/or system vendor/installer shall contact the
designer regarding any modifications and final equipment selections, and designer should be
contacted during installation to schedule a site visit. The design shows that this site is capable of
accomodating the proposed production facility in accordance with the information provided.
Refer to ousters and operators manuals for upkeep and maintenance of the irrigation equipment.
Equipment specifications and information has been provided with this design.

Calculations
PRECIPITATION RATE (PR)
PR = _ 96.3, x GPM
3.14(.9rf
GPM = 143 GPM per nun
r — wetted radius = 140'
For full circle sprinkler:
PR = 96.3 x 143 anm
3.14[.9(140)]z
OPERATING TIME PER SPRINKLER RISER (t)
t = Effect_ ac. x d x 452.5
GPM
d = depth of application
Example: For Riser Al: t — 0.773 ac. x 0.5" x 452.5
w/ d=0.5" 143 gpm
1.223 hours = 73 minutes
PIPE VELOCITY
0.28 iph
V — .408 x Q (Should be limited to max. 5 ft/sec)
D2
For 6" Main: V = .408 x 143 x 3 = 4.86 ft/sec maximum
(6y
For 4" Lateral: V = .408 x 143 = 3.65 ft/sec
(4)'

FRICTION LOSS EN MAIN AND LATERAL PIPES (FL)
Fl — .2083 100 G.ssz x Q �65 = x L
c D 4_s6-% 100
FI — Friction loss, feet of head
Q — Gallons per minute
D - Pipe diameter, in.
L = Length of line, ft_
c — Pipe coefficient = 150 for PVC
(Worst case = approx. 2700' 6" @ 429 gpm - 450' V @ 143 gpm)
For 6" main: Fl — 0.2083 X 1001.852 x 429` 12 x 2700
150 x 6a." x 100
32.6 feet head = 14.11 psi loss
For 4" lateral: FL _ _2083 100 '-"2 x 143 f-S5' x 450
150 4 4.3656 100
Fl — 5.11 feet bead = 2.21 psi loss
TDH for SYSTEM:
Source Head (feet)
Sprinkler Pressure (60 psi) 138.6
Fl Mainline
32.6
Fl Lateral
5.1
Elevation Difference
25.0
Fl in Fittings
8.0
Suction Lift
8.0
5% Factor
10.9
TDH
2282' 12.31 ft head per psi
Pump PSI =
98.8 psi

PUMP HP FOR SYSTEM
BHP = GPM.X TDH
3960 X Pump Eff. From Cornell rating curve for 3HA 1800 RPM
4 Engine Drive Pump: Eff. = 67%
' 429 agm X 778.2
3960 X 0.67
= 36.9 hp
En--ine HP — BHP
Engine eff.-. (decimal) Assume 75% efficiency for diesel engine
36.9 = 49 hp
0.75
THRUST BLOCK CALCULATIONS
BLOCK SIZE = THRUST X LINE PSI / Soil Bearing Pressure
Thrust factor from attached table
Line psi = psi from TDH calculation above
Soil Bearing pressure: Use 700 psf as conservative figure
90 degree elbow
23.0
X
98.8
/ 700 =
3.2 sq. ft
45 degree elbow
12.4
X
98.8
/ 700 =
1.8 sq. ft
Tee/Dead end
16.2
X
98.8
/ 700 =
2.3 sq. ft
*Ground Entry
29.9
X
98.9
/ 700 =
4.2 sq. ft
Gate Valve
16.2
X
98.8
/ 700 =
2.3 sq. ft
TABLE 4: THRUST BLOCK SPECIFICATIONS
Location
Thrust Blocks . ft
90 Degree Elbow
3.2
Dead End Tee
2.3
Tee
2.3
45 De ee Elbow
1.8
Gate Valve
2.3
Ground Entry
4.2

BIG GUN° PERFORMANCE TABLES U.S. UNITS
y00 SERIES BIG GUNS - 24° TRAJECTORY"
.00 T TAPER BORE NOZZLES
NOS � IZIet7"21e CCite II OZZM tiaule N[�10 Nnute It Ncu1. EI �� I1
PS.!- GPM DIA. GPNOM•DIA. GPMN5_ DIA. I GPMNOtA. I GPMNr DIA. GPrr DIA. GPM b• D[A GPM DIA I GPM 9 DIA. I GpMt� Dla. I
i.,.40 17�""...-19t�; �5T.�� "66'•.,,•�2]3'� ._,78._�w,. .9,,,,,;�1.30:'... �if73�;,r.2•W': - tie.,::.'�250'.. _.i$4}..=.�25bi.�.►752:.._.. aR-r _ _ _
50 50 205' 6+ 215' I )e 225' I B7 235' 704 2<5' i75 255' 1 17s(3 273' f 165 260' 20a� 70Q I
ss�' - `.yam•. cr.�r21��69� �'y ice- '� ''� ' 2'b"er. 27C'r �'s..'"� •`^".`�;.� -
0 I so 225. 1 75 238-
90 1 68 245' i 83 _ 258'
1111 1 76 265' 1 92 272'
1. 'A.YtaDN anyen F100 6 SF.t00,
100 R RING NOZZLES
_215 164_
62 250113 211 t20 775' 335 283' 1 _ 1)'7 3P2' 1 197 31C'6-
:9�'2g:�, 110 ,•;;�273':, _t26`28L-j <6--,.255'� �i65.-?_705_--1
-SAL
lOD 274' I 117 263' �735 Z95' I 155 305' I 175 _its' 201 32E' 1 223 335 ?7a 36z'
1D6:''' 231r. i23 .}43 305'r 163.L._31$";�4i65-__325 _ -.212 336' ,! 235 �yt5,' 269 __:._37r i
111 29C' 129 303' 150 315- '171 324' ! 195 335- 1 2'2.2 3+A'_i 247 355' 1 3DA - 350' I
100 DN DIFFUSER NOZZLES
P51 GP1M DIA
I GPM IDIA
GPM 04A !
GPM, tDIA
GPM DtA I
G M 1DIA f
GPM ID A
�I GPM OM � GPMDtA
GPM DiA
� GPM DDIA
<0 sa
208
1 71! 212
I 41 215 1
103 224
I�it2 235 I
t3+ 2w6 L
152 292
AS 15A I 6S• t66
-
I 91 1"
110 20D
I tt6 195�
T 143 215
60 81
60 1 94
100 I 105
-•.T7
M
255
27D
i 96 240
I a 1 255 '
j "12A 280
3rt
1
i 11(' 245 1 1Z5 260 tat 270 1
I 127, 275 Iy�-1e5�20-5 + 1 '• 163 3DC 1
1 142�717
49 -17
16A 275 11 193 260
129 305 1 211 315�
325 1 3'^33S
1
I -
-
-The otanmw of lnrpr 17 aoorox=awy 3% less for if1! 21' tra*cpwv angle. 6% lass far Ir..
150 SERIES BIG GUNS - 240 TRAJECTORY"
150 T TAPER BORE NOZZLES
Wor.>:!a Np,Sje i Np;,Y1e No=e Nctil!
!r1R74
Noczt!
.r a• s• ,.o• s.t-
t.r
;�-
PS.1.
GPM ow GPM ':71A. GPM DIA I GPM 'DIA. GPM bIA,
GPM DA,
GPM DIA.
165-:;i_29W.-j;.:f- ti..::.3t0:•-e � `�._..' -
-Z75
.300 �3a5•�
-aw _,�• •r .
z65' I ta3 a5• 1•- 16z 7os•._ 1 22s 325•-- 1' 3+5.-I.T...1]0.•
�'+0.'•.'�^'a.G".-Z�j,55;:w►7o0"�157 w ?�` -• .��+�245' .�:3�='`�`..�'.�����,.�-�' :
36s
�-"3g' y36o=�'..�
365 390
-• s15' ;,:��
J 80
.
_
126 296' 165 310' __ 210 335' 260 355, _11 31S 375'
iiL300' .s' `c tJ�aii1� 321? a.22'1 .:.Sr15' . I{}+�+. 2 Y365
�I
{ _ 380 395'
495 +t0' }
1
143 310' II 185 330' I 235 355' 290 375' 1 355 AW
A26 420'
S00 "41 I
sta •
_,saw F��a T� t �4a•, z<r x:s ':7=3os des' " ''=.to• ''-�.�
: s�s.��,� �' �'�"�.52s
+
L12Q
157 330' I 2a 350' 258 375' I 320 395' 1 335 A20'
I <s5 ++C'
545-- +50• --
150 R RING NOZZLES
"Toe awmner of Mr** Is aaoroltmatey 3% bass tow 111a 2%, Trap=c" angle.
200 SERIES BIG GUNS - 270 TRAJECTORY"
200 T TAPER BORE NOZZLES
f
P5.1
No: 2ba
1.05'
GPM D[A.
of
I NaiZX
GPM DIA.
Nol2h!
1.2•
GPM DIA-
Na«i!!
:3•
GPM DIA.
Na«RIa
14•
I GPM DIA.
' Noi2t! Noi,7J!
I
j GPM D1A. GPM D[A. I
No2Sia
GPai1 D[A. ! GPM DIA.
AN_-.390':.... ---44.i' 47a'.
.-..515=..>�0%�:. 4 385 -.4.49'.z�'-...b4S�47D'.:r...�825.i.
70 279 360' 1 210 380' I
155 395'
1 415 :10' 1 +80 43C'
555 +50' 630 A65' I_
155 +9S IL90 ST5
••.DO`_ 7':290•.::h3T5_R "mod' - -95 ;-�;L_
_
Bpi- 410'L,_ I
90 _ ]t0 390' 1 350 All)'
7(70;.._7.ZSTi00`:.3fd`.420'..:I.-425.,i:.40';�5a0:.'460'_'{,'575-„�',a80'-_>66a.....
t _+05 a25•
! a75 a,S. 1 _$45 ass'
625 4e5' _ 1 715 5051 1 655 $35• 1 tp05 _555•
`�OD':::.�_TSS.•"S20".J. 6bOr55C'•;w,�1D60�_►5T5'.
- .^'•tt7D
��.....P<5
110 I 3a0 410• ]90 430' I
A+S 450'
i 525 <70' ! 505 495'
S95 515' 790 535'
565' 590.'�
�20'i;]' ..355.: +2C; �+05-, 4'W':;:1y465
i617•
f �`StS <8[%`.,, E.-630','i`OSi.
T75 �530•� � 8 .:.550.' - i _
_985-=S8IY-'_1: t160-Z6C5 4
130 1 570 426' - 425 aas- I
AILS 465,
1 565 485' j 655 515'
1 755 540'� 560 sw- i
1025 590' ! 121-Q 620' #
200 R RING_ NOZZLES
• PS.I.
1 ::' R.rq
(1-29' "'Ouall
GPM 01A
1j- Ring
(1 46' amuar)
GPM DIA.
It 56- aewau
GPM DIA.
1 1y• Rlog
(i 66" aau4lt
GPM DtA.
7i6' Ring
11.74• ac.�as1
GPM {%1A,
I '�' Rini;
023• acual)
GPM DIA.
2' R1r14
(1-93' =uafl
I GPM y'31A. !
- �.30
` :370'
-385 1
�.. _ +10_ 390 _ <70,:'�.
`I
...S35�•_ R20'
.� __:.435'..rF
00 I 2SQ U0' 377
390'
I "S a1p' 515 <25'
SBS u0•.�
455' i
31S5r.-_G__255` __�365 _
_
4T5't:4Ci'
_
.�_s8D'7'425"�.w ._555i ;....
..534�_ 155'.
_695 _
753._=475.
��505
6Q I 290 370' ! 380 ADD,.
u5 a2Q'
5,5<AtT 1 590 dS5'
1 675 �70"
49O 1I
�9a��.,,�370 �3ILD'� � ��_.. ai5�':�,
_ _
�A.475 _...435'
_
�SiS: _r.455:.�.�.� �6251-�:.�<70':._ .
�.-:7t5':-v..I85':�
',� 65� r•a505_.�J
~
tD0 I 325 39c• 1 425 +25'
500 u5"
575 465' I 660 +60•
755 500'
+i 900 U0' 1
itffi��:aeS - ''415' 7
_
_ _ 125 455' _
'_ _ 505 : d75' �.{ .T695'�..490' __
_
_ 7790.", ..SSO'
_
I �9<5
t20 355' At0• AILS u5'
'370
•.. Say _ AILS:
630 a&5'_•� i_ _ 725 _ 500'
'655 _A90' .R-i -'-505'---
025 $20-
•525' -7r
t 995 _ 5+5' I
13C` a15 �.�' 450•�__
565 4,
_
755
86D--
,"••1425� 550'--T`

x
- . - r . , . I . - 4 1 T1 c C -r" i 1 . , - — ^ .

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist -for assistance..
•Feprinted for Certification Training for Operations of Animal Waste Management Systems Manual

1
6
0
1
17
21
25
29
0
0
0
0
0
0
0
0
2
6
10
14
18
22
26
3o
0
0
0
0
0
0
O
0
3
7
11
15
19
23
27
31
0
0
0
0
0
0
0
0
4
8
12
18
20
24
28
32
0
0
0
0
0
0
0
0
h. sum of all catches inches
i. average application depth (h/c) inches
(1)
j . pn ipitativn rate = = inches/hr
M
I sum of all deviations from the average catch
m. Uniformity coefficient
U, = x 100
C)
Interpret the calibration results.
An application uniformity greater than 75 is eacelIent for stationary sprinklers.
Application uniformity between 50 to 75 is in the "good" range and is acceptable for wastewater
application.
Generally, an application uniformity below 50 is not acceptable for wastewater irrigation. If the
computed U. is less than 50 percent, system adjustments are required. Contact your irrigation dealer c
Cmtified Technical Specialist for assistance,

INSTALLATION
Obiamond Agricultural PVC Pipe should be assembled and
Installed with uniform and continuous support from a firm
base in accordance with the installation procedures provided
in ASTM D2321. and the Installation Guide for PVC Water
Pipe (a "pocket -sized" edition is available -from your
renresentauve or from Diamond Plastics Corporation.)
r
Embedment materials are to be in' accordance with soil
classifications listed under Unified Soil Classification
System, ASTM D2487 and ASTM D2488.
Te assemble, clean matins surfaces of the bell. spigot. and
gasket. Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to the entire spigot end up to the
reference mark. Also, apply lubricant to the contact surface
of the gasket.
With the pipe in straight alignment, push the spigot into
the bell up to the insertion line. If a pry bar is used to
apply force, the pipe should be protected by placing a board
between the bar and the. pipe.
If normal force does not complete the joint, disassemble the
joint and examine the parts to make certian they arc free of
obstructions. Visually inspect the completed joint to insure
the gasket has not been dislodged.
60
Table 5.
APPROXIMATE (RIDE FOR ESTIMATED RANGE OF DEGREE
OF COMPACTION VERSUS EMBEDMENT CLASS AND METHOD
OF PLACEMENT .AS PERCE`T OF STANDARD PROCTOR
DENSITY OR RELATIVE DEAStrY•
FOR GRANULAR MATERIALS I` PARE.tiTNEStS"
CLASS OF EMBEDMENT
1
11
111
IV
*IATERI4LDFSCRIP'T10N
Gr."M
Sa.d WdGo.el
%I..ed-C.
Fyn Ge
UMCF4.4
SMIS • Ck"
Sees
Sa.1.
Oppmme mewatve .nelene 17l1;C
tL l:
(mm
rrb
t.w 4 ur dry +c.tM
Sal Cm..I.Wnon �IettOd
4 d Ptrev.lw Rtlaelr_7 Oawl. Ralgr
rwnr4l M "M %*am
vs, lou
vs-Wo
95-1[O
V6100
.>, r31m1re
r7s-I(Yh
1Eplmr
Drnad} PoruGle
T�1.
JJJ
75.OU
►Tsl
IM7411
Invy
AN95
le6'151
N.QI[ll
Hay ru"
[aOtlll
Hans omv
toga
H}IO
t075
tYL�EET1
D..p
IvLw
6040
eo-A1
mn
I+o-aIl
,io.vR
Rcbt' C &-naa7 O -mv m paenhe+rt.
Table 4. p> 03PTIolr OV I:1149=64FMT MATERIAL CLASSIi•7CAt1(IMS
soli
SOIL
OF_%C1RI TIOV OF
CLAxfi
Tt'fl:
MATitIAL CLASMIFICAT10%
CL.. 1 Swl.•
Mwr..ref rq.lr. l.r n,�...t. Ir/ r 1 If:.cw t.
.I.M.j -.a. Mali/ /lf.l....l
cP.L .Tn.M µµ /I.MA M er.Yr f1.fiA-
Cl... I] . _ . +•
C W
1►w11-&Adm p..d. r p..M a..+ w.rML k.rr:
e..r.. eri.s. rll.r.e� M r r+. MMr Ww wt w�r.V .r A..
C,.r-
a
�b o++ p..rl..r r.•el .r w..re.. 1..4 » .., [..+ r.t „
r..w rl.r.n,. Irr.rN r ti. � ..r.r M..r r....aa .nrr.I ✓, ►. ;
$w
W.0 Srakd .. rJ O. Na ..WL Mik r r 1— 66- UK w
SP
P4 Wk r ... [rn 144—.I.... MR
(rx',rw Ti.r. i✓ • Mnr W.r Mr •W rrl.wr.l �.. 1.....ar
0— 111 S. .•••
rAr
S.uI g...eN. p••i1 .ra •.a .mnwa trrL r ..u.....r� 1.«..+ .
M a ue.e rMr .r VK .trial lw A. l.. ..nr
Ir
n.,rl ra.clti p,.« .wl .1.. >...�.. •1.4 r .... �.r.e r....
1M
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K
11a.rt ..r....r .r.. w.•r.rr. Mrr rw rw ...w.r 1....-. l.r..
• N..r or we .,.r..,l Ir w.. wl..+r
C1..r IV %.,I,
Sao w let .4% w •.rr M•.^ Imo. >rl ..+r
R
r—rrr rrw. dY.. r n a4.. P.arm. ynrla .L •. •ww .rw.,
Mw c1a1•. LM.r Y.... M•i w Ma t..•i w .rc 1•.�• �• �• «r.r
tdn,
CH
Iar.., n...[ rp «... «,. !w err.. t....r s.� n r.1.. �•:
CU.. V S..Y
11 lA�...r a.I.. r wlr. wn .y.• a L» Iir..r.. l w 1�. t.r: .
ryl cftM ." —9..M.Y.1 •. M/1. INrnc..) L_l 6,.. psxr. 4.1
PT I hr w.n'W .ar...$%4, ../Y.c r..l.
• S•.k .e n rkrwa . wSTM p 7u7, r,r.P. 4. l'1r.1 n.l,lryl +r. w ifw.0 .. AtT�1 11: t:I
• • In +.worn .,s Arru D 2a7. 1.n d.r hs .r+..
'•• In werdlllx _b ASTM U �i117, wl...Y i M 1:4 y..l ...r Id1 w 1
cW..lexl.� Iyl . n rlNlwH.r K dCI... 11 4h / .1 C4.a IA
The haunching area is most important to the suppo
PVC pipe. For good support, the haunching area shou
compacted to the densities given in the Long i
Deflection Chart.
Figure 2.
•• Thr4 fatly ltr % a. at 3Pwnantk2w gob& dcriwo'Wnr r Pra w 0 ar,n a117111tr1 Cl1D1t" '31 s
mohmK d lad calnCl.....,.,. rt.Lrimm rtanses a w 1. The taele " Ir11G:ne , u pv"k gv.Clrce s d n
W re 0WKndW IM OCa.rl. *r . A,�W dr. gn a3Jy Wtydd he dc. kVW Pr d.c mlm (M q%T1fc
.el. a %rAC6.r ml„V fPMr"t

1:
THRUSTBLOCKS3
Thrust blocking prevents main line from moving when the pressure load is applied. In ef-
fect, the thrust block transfers the load from the pipe to a wider load bearing surface. Thrust
blocks are required where fittings are used to change the direction (i.e., at all ties, elbows, wyes,
caps, valves, hydrants and reducers) of the pipeline. The thrust backing must be formed against
a solid trench wall and these fitting areas must be excavated by hand because mechanical
equipment will damage the bearing surface of the trench wall.
The size and type of thrust block depends on pipe size, line pressure, type of fitting, degree
of bend and type of soil. In most cases, the size and type of thrust block will be determined by
the engineer. Thrust block size may be calculated by the procedures shown:
STEP 1. Multiply the pipe pressure by the appropriate value shown in the following table to get pounds
thrust per psi working pressure.
Pipe Line
Dead End
or Tee
90"
Elbow
450
Elbow
221/2 0
Elbow
11/2 "
2.94
4.16
2.25
1.15
2 "
4.56
6.455
3.50
1.78
21h to
6.65
9.40
5.10
2.60
3 to
9.80
13.9
7.51
3.82
31/z"
12.8
18.1
9.81
4.99
4 "
16.2
23.0
12.4
6.31
5 "
24.7
35.0
18.9
9.63
6 to
34.8
49.2
26.7
13.6
8 it
59.0
83-5
45.2
23.0
10 It
91.5
130.0
70.0
35.8
12 "
129.0
182.0
98.5
50.3
STEP 2. Determine the bearing strength of the soil from the table below:
Solis and Safe Bearing Loads Lbs. Sq. Ft.
Sound Shale 10,000
Cemented Gravel and Sand
difficult to pick 4,000
Coarse and fine compact Sand 3,000
Medium Clay - Can be spaded 2,000
Soft Clay 1,000
Muck 0
STEP 3. Divide the total thrust obtained In Step 1 by the bearing strength of the soil; this gives
the square feet of area needed.
3Certain Teed and Installation
Code 40-22-16H
5J1f75
2-1 5

DAVlD D. DAVIS -and ASSOCIATES
I Safe Filling Rates .For Mainline Pipe
it is very important when filling an empty or near empty mainline not to
exceed velocities of 0.5 to 1.0 feat per second. Filling a mainline
faster than 1.0 fps may -not allow the air in the pipe to be properly
evacuated. Therefore the sollowing chart indicates the approximate
maximum f';11 rate (GPM) for most PVC, AC and ductile iron pipe lines.
Nominal
Maximum
Diameter-
Fill Rate -
inches
(Qom}
2
11
2J
15
3
.24
4
40
B
B0
g
150
10
250
12
350
14
475
15
620
is
780
20
980
24
1400
Pump Stations should be selected that 011 allow the fill rate to be
adjusted accordingly. The fill rate can be increased at a rate of
one 0 ) gpm every two or three seconds. This amounts to an average
increase of 30 gpm every minute during a refill operation.
It is necessary to use a "refill procedure" anytime a mainline has
drained down by 10% of its volume capacity.

CONSTRUCTION OF THRUST BLOCKS
Thrust blocks are anchors placed between pipe or fittings and the solid trench wall. They
can be constructed from available lumber if braced property.
However, the recommended blocking is concrete which is calculated to have a compres-
sion strength of 2,000 pounds per square inch. The mixture is one part cement, two parts washed
sand and five parts gravel.
Thrust blocks should be constructed so the bearing surface is in direct line with the major
force created by the pipe -or fitting. See diagram. The earth bearing surface should be undis-
turbed. Only the simplest of forms is required. Typical thrust block installations are shown in
Figure 8.
FIGURE 8
*11
. 1' a �
7
2-16

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
` n'ded ; p esse:circfe_viiim..}.
General Information:
Name of Farm: C e 4 c� • i c �f , C- 7 Facility No: -
Owner(s) Name: Phone No: 1/ C
Mailing Address: ' C C -[ y 1 6.r.
Farm Location: Founeen Digii Hydrologic Unit:_ c 3 C 3 6 60 (r 6 S 0 ire 6 0
Latitude and Longitude: 3 Y ` - 5 -1' I y 1 �a'` � ' i County: SA =E
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, mile�p�o�sL etc.): f� j /�! r e %
u7C aay-c/ .a..IeS - %w.� /e?
[)aeration Description:
Type of Swine No. of Animals .
0 Wean to Feeder
0 Feeder to Finish
0 Farrow to Wean ? L c
C) Farrow to Feeder
❑ Farrow to Finish
Acreage Available for Application:
Type of Poultry No. of Animals Type of Cattle --No=' of Animals
D Laver _ 0 Dairy. -
:D Pullets Z R6:f---
Orher Type of Livestock: Number of Animals.'
Required Acreage: s /
Number of Lagoons / Storage Ponds :_ Total Capacity: ] 75 ; y Cubic Feet (ft�)
Are subsurface drains present on the farm: YES or 1 70 (please circle one)
Owner / Manager Agreement
I fwe) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked I (we) understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the state either directly through a than -made conveyance or
from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Nannal Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. I (we) know that any modification must be approved by a tc: hnicai
specialist and submitted to the Soil and Rater Conservation District prior to implementation. A change in land ownership
requites written notification to DEM or a new certification (if the approved plan is changed) within 60 days of a title transfer.
Name of Land Owner: yC•, rr�
Signature: itch.
Name of Manager(if different from owner):.
Signature: Date:
AWC -- April 24,1996 1

H
Technical Specialist Certification
I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission
pursuant to 15A NCAC 6F .0005, I certify that the animal waste management system for the farm
named above has an animal waste management plan that meets or exceeds standards and specifications
of the Division of Environmental Management (DEM) as specified in 15A NCAC 2H_0217 and the
USDA -Natural Resources Conservation Service (NRCS) and/or the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001,0005. The
following elements are included in the plan as applicable. While each category designates a technical
specialist who may sign each certification (SD, SI, WUP, RC, I), the technical specialist should only
certify parts for which they are technically competent.
IL Certification of .design
A) Collection.,5toraQe. TrS nt 5vstgm
Check the appropriate box
Q Existing fa ilcywithout retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capabil
waste utilization requirements.
12
6 SEAL
y
•
ctnsisijM*ith _
5)
si a-.•�'
New gxpanded or retrofitted facility (SD)urF�w;„�,�'
Animal waste storage and treatment structures, such as but not limited to C6"t � ''n" systems,
lagoons and ponds, have been designed to meet or exceed the minimum standards and
specifications.
Name of Technical Specialist (Please Print):_ I�� �r� S.✓.'T� __
Affiliation. S �,j �.:� Cc�� x �- �,�,:,3, Sef�. S•��
- — - —.
Address (Agency): 5D3 b_.,.d ew-, a S� �/1C 29329 Phone No.: ?/s-s7a -
Signature: `7f . ,., .�_ �_ _ _ Date: / -!Z/ Z 9,
B) Land Anniication Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land far waste
utilization; chosen crop is suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): : ,•"fi
Affiliation: r7 of�-�
Address(Agency): ado rl,h-i6, AIC aJ!�24" Phone No.: 1/A -112 —//z 2
/2-
C) Runoff Co„ to rocs froth E, Srior Lots
Check the appropriate box
Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
U Facility with exterior Iots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
designed in accordance with technical standards developed by NR/CS.
Name of Technical Specialist (Please Print): l,.
Affiliation:
Address (Agency):
C �F37-1 Phone No.: l/Di
Date:, /V _'f�
A W C -- April 24, 1996 2

D) Anolication and Handling_EaninMf!nt
Chem the appropriate box
© . Existingfacility with cxisting_waste application equipment (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or
evaluated in accordance with existing design charts and tables and is able to apply waste as
necessary to accommodate the waste management plan: (existing application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates, a schedule for timing of applications has been established; required
buffers can be maintained and calibration and adjustment guidance are contained as part of the
plan).
New -or expanded facihty,•Lor existing facility_ wit hoot ex ring waste application eci'uiprnen[ (I)
Animal waste application equipment specified in the plan has been designed so -apply waste as
necessaryto accommodate the waste management plan; (proposed a ligation e i went can =
g P (P P PP q� P. � _
cover the area required by the plan at rates not to exceed either the specikiecjhydr or
nutrient loading rates; a schedule for timing of applications has been est&Ae . r Yred
buffers can be maintained-, calibration and adjustment guidance are contas�e�s��, a of -the
plan).
�``¢��EG
.,
Name of Technical Specialist (Please Print):
Affiliation:/w-- CI,s'i1 , �'�•«s�,� . _
Address(Agency): J G_,0 3 C�z- .t 41C _2g3a _ _Phone No.: gfU
Signature: � Date:
III. Certification of Installation
A) ColIRCtion. Storagg. Treatment installation
New, expanded or retrufined_fadlity_ (SI)
_.-.-.-- _---- -_-.-- - Animal waste storage and treatment structures, such as but not limited to lagoons and'pon&, have been installed in accordance with the approved plan to meet or exceed the minimum
standards and specificarions.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
AWC -- April .24,1996 3

B) Land AoDlication 5ite (VVU')
Check the appropriate box
3 The cropping system is in place on all land as specified in the animal waste management plan -
CI
Conditional Approval: all required land as specified in the plan is cleared for planting; the
cropping system as specified in the waste utilization plan has not been established and the
owner has committed to establish the vegetation as specified in the plan by
(month/day/year); the proposed cover crop is appropriate for compliance with the waste
utilization plan.
0 Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared
land within 30 days of this certification, the owner has committed to establish an interim
crop for erosion control;
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
This following signature block is only to be used when the box for conditional approval in HL B
above has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste
utilization pian, and if appropriate to establish the interim crop for erosion control, and will submit to
DENT a verification of completion from a Technical Specialist within 15 calendar days following the date
specified in the conditional certification. I (we) realize that failure to submit this verification is a
violation of the waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
t
Signature: - - - -Date:
C) Runoff fr m E=ioris (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
installed as specified in the plan. ,
Forfacilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No..
Signature: Date:
AWC -- April 24,1996 4

D) Amnlication and Handling Eguipmention (WUP or I)
Check the appropriate block
❑ Animal waste application and handling equipment specified in the plan is on site and ready
for use; calibration and adjustment materials have been provided to the owners and are
contained as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been
installed but the owner has proposed leasing or third party application and has provided a
signed contract; equipment specified in the contract agrees with the requirements of the
plan; required buffers can be maintained; calibration and adjustment guidance have been
provided to the owners and are contained as part of the plan.
Conditional approvaLknimal waste application and handling equipment specified in the
plan has been purchased and will be on site and installed by
(month/day/year); there is adequate storage to hold the waste until the equipment is installed
and until the waste can be land applied in accordance with the cropping system contained
in the plan; and calibration and adjustment guidance have been provided to the owners and
are contained as part of the plan.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
The following signature block is only to be used when the box for conditional approval in III D
above has. been checked. I
I (we) certify that I (we) have committed to purchase the animal waste application and handling
equipment as specified in my (our) waste management plan and will submit to DEM a verification of
delivery and installation from a Technical Specialist within 15 calendar days following the date specified
in the conditional certification. I (we) realize that failure to submit this verification is a violation of the
waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
Please return the completed form to the Division of Environmental Management at the
following address:
Department of Environment, Health, and Natural Resqu,p s--
Division Of Environmental Management -
Water Quality Section, Compliance Group
P.O. Box 29535 , j U L 9 20021
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with -the al waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy in
your files with your Animal Waste Management Plan_
AWC -- April Z4, 1996 5

Animal Waste Management Plan Certification`-` r�
(Please type or print all information that does not require a signature)
IExistina. or Ne-0 or Expanded (please circle one) I
Czeneral Informatio
Name of Farm: ei--. 7 Facility Flo: --
Ovu•ner(s) Name: ce ti 4 e_• , k eel tj^Phone No: 9/ V S7� -//2-L
Mailing Address: D s f> Q, [ !. to r.. AL-_ .2k 3 22 _ - —
Farm Location: County Farm is located in: .3.2 lit--
b �' Zv �2
Latitude and Longitude: 5 y 'i y �' 1
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): 'fir S / Ix .•, tSt •Ls�J
-% LJ < T /w !C 4 t -4.� S I` 1.2 / I ee 1
Operation Descriptiob: -
7: pe of Swine No. ofAnimols Type of Poult,y No. of Anirwls Type of Cattle No. of Animals
:D Wean to Feeder Z1 Layer :3 Dairy
9Feeder to Finish 0 Pullets :3 Beef
Z) Farrow to Wean
Z5 Farrow- to Feeder
Z) Farrow to Finish Other Type of Livestock: Number of Animals:
F-Vanding Operation O'el3
Previous Design Ca aci Additional Dest n Ca act x,�,.:9=
8 P z3'= g P �:
Tonal Desrgn Canacin.
Acreage Available -for Application:------ RequiredtAcreage: LIC. -71
Number of Lagoons / Storage Ponds :�_ 'Total Capaci Lf"3r - Cubic Feet (0)
Are subsurface drains present on the farm: YES or O (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or6PRAY FIELD (please circle one)
**x***3F*_*********************************************
O%i-ner / Manager Agreement
1 (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures- I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or
from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed b}• the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. I (we) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to DEM or a new certification (if the approved plan is changed) within 60 days of a title transfer.
r
Name of Lan Owner : t
Signature: Date:
Name of Manager(if dif erent from o��--
Signature: DatfE e ,
AR'C -- January 1.1997 1

e
tr
Technical Specialist Certification
L As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 61= .0005. 1 certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM)
as specified in l SA NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (NRCS) and/or the North
Carolina Soil and Water Consmation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001•.0005. The
following elements are included in the plan as applicable. While each category designates a technical specialist who may
sign each certification (SD. Sl, WI P, RC,1), the technical specialist should only certify parts for which they are technically
competent.
IL Certifxcadon of Design S ,--4ke- +
A) Collection Storage, Treatment System
Check the appropriate bar ��rtl+sntttttttru,��
Q Existing facility without retrofit (SD or WUP) �� �:s'�Q�ESSr't
Storage volume is adequate for operation capacity; storage capability cons' ertr t*it�rg$tuS�lizfBie
requirements. rHHLL .
16415
N'�w, expanded or retrofitted facility (SD) ti
Anima] waste storage and treatment structures, such as but not limited to collection
have been desierted to meet or exceed the minimum standards and specifications. yiuu„GC)BI .a►'
Name of Technical Specialist (Please Print): k- 0.. E-
Affiliation: Swa,, Ca..swl�• Ser,.lc
Address(Aaency): v O S'�i. Cl,;,, NL ,2 3Z8 Phone No.: 910-S9a - 1703
Signature:_ `-}r ��_ _. Date: S/2�%Z
ter_
B) Land ARnlication Site (INW)
...The plan.provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates. - — -
Name of Technical Specialist (Please Print): _ __ ur
Affiliation: _ _r''.Y 1�°Ir.�-
Address(Agency): 3 0 fl 1 eS_ , tl _ tr t�.._ C 2f 31'e Phone No.: 9/0 S91 2
Signature:
C) Runoff Controls from Exterior Lots
Check the appropriate box
2C Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
ex
Q Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print):
Affiliation:! _ D t"t�r•o'^ _
Addrecc(Agenc�r}: J f Cl, � Phone No_:_ 91 e
Signature: Date:.
ANVC -- .lanuary 1, 1997
2

V
D). Annlication and Handling uipment
Check eke apiirnpriare box
❑ Exirtit g o 'ex anding fadility with exi5ting waste a lication equipment (WUP or I)
Animal waste application ,chuipmtnt specified in the plan has been either field calibrated or evaluated in
accordance with emitting d rgn chars and tables and is able to apply waste as necessary to accommodate the
waste management plan`' xisting application equipment can cover the area required by the plan at rates not to
exceed either the red hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan)_
view. expanded. or existing facility without existing waste application equipment for spray
im�ation. (I)
Animal want application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjt>ndii'rle are
contained as pan of the plan)_ 0tr1�, ;�y
dFtSS/p/4, .,p
© w exj2ajjded. or existing facility without a 'sting, waste a ca 'o e
spreading not usingSnray irri (W atian. UP or I) QLAL
Animal waste application equipment specified in the plan has been selected to ap to l6415essa& t f
accommodate the waste management plan; (proposed application equipment can cove e
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a
applications has been established; required buffers can be maintained; calibration and a 80 are
contained as pan of the plan). tt
Name of Technical Specialist (Please Print): JP. 1;e$0=ECy . 100F4
Affiliation.
Address(Agency):�LO ,UC zt-r 4 Phone No.: 9/o - s"yo — zzc 3
Signature:'if. =S;2� g�� Date:
E) Odor Control Insect Control Mortality anagement and Emergency Action Plan SD
SI NVUP, RC or I) _ _ r y
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects
have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Morality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): u r•I: c 91w c4
Affiliation: Cc �� �•' e_ Ica ' 1--m
Address(Agency
�-2-kk-Phone No_: 9V 0 ,2
--
Date: -6--,2oc- - 0 Z
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June 21, 1996, when was it constructed or last et►`p'attded - — -- - --- -- --
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and=all prapcny. owpers_
who own property located across a public road, street. or highway from this new or expanding swine farm: T-be notice was in
compliance with the requirements of NCGS l 06-805. A copy of the notice and a list of the property owners notified is
attached.
Name of La
Signature: l0-!. F[
Name of Manager(if di
' / f' UUL R zufl2
d h4j-if on
nt from &vner):
Date: - _
Signature Date:
A11'C -- Januan- 1,1997 3

r
NO
t'�••oF� 0 y
III. Certification of Installation a� s�
A) ollection rage Treatment Installation = ib4i5
'ew. expanded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but not limited to L been installed in
accordance with the approved plan to meet or exceed the minimum y I cl ns.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation- S W u t:4 /- . -C.
Address(Agency): S0 3
.9%
B) Land Applicafion Efte (VYUP) '.
Check the .appropri t, 6ox .
C
Phone No.: 91,0 -- Sy'a _ 2.703
_Date: /48 0 2- 7 ,
c ee4kr x[d' / `f 93Z
Cl The`6j'6ing system"is in place on all land as specified in the animal waste management plan.
Catiditional Approval: all required land as specified in the plan is cleared for Planting; the cropping '��•:.: PP �� � P P t�: �P S system
as specified in the waste utilization plan has not been established and the owner has committed to establish the
vegetation as specified in the plan by - (month/day/year); the proposed cover crop is appropriate
for compliance with the waste�utilization plan.
VO P.20 /o /
�C IC
X O
Also check this box if approve✓hate reCe: a t
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days
of this certification, the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist (Please Print):
- Affiliation. --
Address(A-ency):
Signature:
No.: .S 11-// z 2-
This foliow-ing signature block is only to be used when the box far conditional approval in III. B
above has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilizadon plan, and
if appropriate to establish the interim crop for erosion control, and will submit to DEM a verification of completion from a
Technical Specialist within 15 calendar days following the date specified in the conditional certification. I (we) realize that
failure to submit this verification is a violation of the waste management plan and will subject me (us) to an enforcement
action from DEM. '
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
A«'C -- January I,1997 4

C} unaff ontrols from xterior Lots (RC) `
acility wjih exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified
in the plan.
For facilities without exterior lots, no cerfi cation is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Aaency): Phone No.:
Signature: Date:
D) Annlication and Handling Equipment Installation (WUP K,'�::;D(6y
Check the appropriate block '~ ••• ESS10 �"YA
Animal waste application and handling equipment specified Ltady for use; calibration
and adjustment materials have been provided to the owners conas ptfic plan.
IGUs K
U Animal waste application and handling equipment specifi ; installed but the owner
has proposed leasing or third parry application and has provi urpmeni specified in the
contract agrees with the requirements of the plats; requi d �b tamed; -calibration and
adjustment guidance have been provided to the owners and Won of tt 44an`:
Conditional approval: Animal waste application and handling equipment s ifted in t?ie.''l'1 has been
purchased and will be on site and installed by 9 (montlt/day/year); there is adequate storage to
hold tbs waste until the equipment is installed and until the waste can be land applied in accordance with the
cropping system contained in the plan; and calibration and adjustment guidance have been provided to the
owners and are contained as part of the plan.7K r,,... p-c,+ 4 L• Pl.�,c G --�•� s d� rc�,,.r-,`
Name of Technical Specialist (Please Print). 1F_ G 5.., ; ,� AE-.
Affiliation: 5:-J..5,. Sere:
Address(Aency): oU,�CPhone No.: 9to -g
Signature: .. � .,�...�� Date: ��z�/n
--� —
The following signature block is only to be used when the box for conditional approval in III D
above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(we) :c:lize that failure to submit this verification is a violation of the waste management plan and will subject me
(us) to an enforcement action from DEM.
Name of Land Owner:
Signature: DatQr_.
Name ofAianager(if different from owner): „ nn
Signature: Date:
E) Odor Corttral, Insect Control and R4ortality 31Tanagement (SDs"SI, WUP: RC7Qr I, Prf..°•
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational. P�
'game of Technical Specialist (Please Print): Z�_ 4 6 6-
Affiliation: CA)111r- �-a4- •tom• _ -
Address(Aaency): 3a0 Wz,( 4vlf-- _At 204?hone No.: 91,0 SI1 /z2
Signature: 1.�-.-�/� _ Date: 1
AIVC -- January 1. 1997 $

i.
Please return the completed form to the Division of Water Quality at the following address:
Department of Environment, Health, and Natural Resources
Division Of Water Quality
Water Quality Section, Compliance Group
P.O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Rater Conservation District Office and to keep a copy in
your files with your Animal Waste Management Plan.
• 4
s 4
ft
0
AAVC -- January I. 1997 6

SWAIN CONSULTING SERVICES, INC.
503 Underwood Street
Clinton, NC 28328
910-590-2703
July 20, 2002
Sue Homewood
NC Department of Environment & Natural Resources
Division of Neater Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Dear Sue,
Please find enclosed the following as it relates to the permit application for Coharie
Farms C-7 finishing farin per your request:
1) Copy of the second irrigation design for 2,600 sows farrow to wean.
2) Two copies of the current design's map with my seal affixed.
The original irrigation design, completed in 1996, was disposed of after it was deemed
unusable. The original plan contained fields on adjoining property owned by another
entity that Coharie Farms had been in discussion with to purchase-. Coharie was unable to
purchase this land when the site was being originally developed; we had to rework the
entire design and a copy of the original was not retained, as it was considered irrelevant.
I apologize if this has caused confusion, but at the time of design i was not aware that the
completion of the farm would not proceed.
If I can be of further assistance, contact me at [phone].
Sincerely
R.Gregory Swain, P.E.
Enclosures
a
P'.
C

SWAIN COrSULTPiG SERVICES, INC.
543 Underwood Street
Clinton, NC 28328
Telephone [phone] Fax (910) --;90-3540
WASTE WATER IRRIGATION DESIGN
OWN-ER(s):
3"I'"V,20�A
FARM LOCATION:
imazanwass
Coharie Farms
300 Westover Road
Clinton, NC 283328
[phone]
IMA
Peterson Road
Sampson County, NC
2600 Sow Farrow -to -Wean Sow Farm
DESIGNER: R Gregory Swain, P. E.
Swain Consulting Services, Inc.
503 Underwood Street
Clinton, NC 28328
N.C. License 416415
PHQNT: [phone]
SEAL:
DATE:

PRELLNILNARY DESIGN AND SPECIFICATIO'tiS FOR THE
WASTEWATER IRRIGATIO-N SYSTEM FOR
COHL,kRIE FAR_NIS Farm C-7
2600 SO%A7 FARRONN TO NVEAN S)VI E FACILITY
: r
SSy go
The C-7 Farm is designed as a 2600 so,,N- farrow to wean swine confinement operation located in
Sampson County, southwest of Clinton. A waste utilization plan «vas developed by Coharie Farms,
but the original plan did not consider wettable irrigated acres, as the irrigation design was
incomplete due to delays in clearing land. The facility will produce approximately 14,040 pounds J35zo
of plant available nitrogen (PAN) per year. An estimated additional 11,440 pounds of PAN must b
accounted for every five years, in the form of sludge accumulation. It may take approximately five
to ten years before sludge will be required to be applied in the irrigation process or by some other
means. The lando-vvner may have to access other land than that listed in this design to utilize the
PAN produced in sludge. a 17S (� ---
Crops to be gro«m include hybrid bermud.agrass hay and over seeded small amain hay. The total
land available for land application is approximately 65 acres. Of that acreage, approximately 48.7
acres can be effectively im'aated o th the designed system (effective wetted acreage). This acreage
is sufficient to meet the PAN produced by this facility using the crops and realistic yields as listed
in the revised nutrient management plan (NMP). The system designed will cover 1.58 acres of
Field -3, 34.68 acres of Field 94, 9.38 acres of Field #5. and 3.17 acres of Field *6. The crops listed
o eage should utilize 14,248 pounds of PAN per year, while the farm should produce
14,040 po per year.
Soil types on the farm in the area of waste water application include primarily Blanton and-Marvyn,
and lesser amount of Norfolk. The Blanton series is a moderately well drained soil with sandy
surface and subsurface layers_ Infiltration is rapid, surface runoff slow, permeability rapid, and
available water capacity is very lour. Seasonal high water table is below 6 feet. NRCS
recommended application rate and depth of application per cycle are 0.75 inches per hour (iph) and
0.65 inches, respectively, for fresh water irrigation of summer perrenial. The Marvyn series is a
well drained soil with loamy sand surface and subsurface layers and sandy clay loam subsoil.
Infiltration is moderate, surface runoff rapid, permeability moderate, and available water capacity is
medium. Seasonal high water table is about 6 feet. Application rate should be limited to a
maximumof 0.40 iph due to 6-15% slopes in this series. The Norfolk series is a well drained soil
with loamy sand surface and subsurface layers, and subsoil going from sandy loam to sandy clay
loam. Infiltration is moderate, surface runoff is medium, permeability is moderate, and available
water capacity is medium. NRCS recommended application rate and depth of application per cycle
are 05 inches per hour (]ph) and 1.0 inches, respectively, under optimum soil conditions.
A solid set permanent irrigation system is recommended on this site due to the irregular shape and
slopes of fields. All sprinklers ,vill be single nozzle and %kill include full circles only. Spacing on
sprinklers is 180 feet between sprinklers along each lateral and180 feet between the laterals. The

sprinkler wetted diameter is approximately 280 feet at 60 psi sprinkler pressure. The spacing is
64.3% of the wetted diameter of the sprinkler throw.
The main line shall be 6-inch Class 160 IPS (or Class 200 if preferred), PVC bell and gasket plastic
pipe, and lateral lines shall be 4-inch Class 160 IPS, PVC bell and gasket plastic pipe. A pump
which has a capacity of 430 gpm and can maintain a pressure of 99 psi will be needed under the
recommended operating parameters, operating 3 sprinklers simultaneously. If a diesel power unit is
chosen, a unit which will generate approximately 49 hp will be needed, and it should be coupled
with a Cornell Model 3HA centrifugal pump end, or equal. A brass gate valve should be installed
to control the flow of the water in the main line. A 6-inch lagoon riser should be used for the
ground entry of the main line, accompanied by a pressure gauge, air relief, and pressure relief
valves.
The system is to consist of Nelson SR100 Full Circle Big Guns with 0.8" taper bore nozzle. The
guns will be mounted on 2-inch risers with camlock tops. Each riser w11I be equipped with a 2-inch
plastic ball valve to allow the operator to remove the sprinklers without shutting the system down -
Air relief valves will be placed at the end of each line, or at other high points in the system, to
eliminate any damage from water lamer. A 30 inch square by 6 inch thick concrete pad will be
poured around each riser to prevent the riser from any damaging movement Thrust blocks will be
installed where the supply line comes from the pump and makes its ground entry, and at all tees,
ells, and ends of laterals. _
The pump should be equipped with a discharge priming valve to prevent water from backing
through the system when not in use. If an electric motor is used, there should also be a properly
sized starter panel and a main disconnect. This panel is to be equipped with proper size fuses for
the safety of the electric motor. The suction side of the pump should contain a 6-inch supply line
with a 6-inch basket strainer. The line will be floated to prevent settlement on the bottom of the
System Operation
The recommended system is designed to operate three sprinkler risers simultaneously. However,
the system should be operated such that overlapping sprinklers do not operate simultaneously,
which will reduce the effective precipitation rate and thereby reduce the risk of runoff or ponding.
Also, the system is sized such that only one riser per lateral should be operated simultaneously in
order to minimize pressure head losses in the smaller lateral pipe. Table I below shows
information on the fields incorporated into the design.
As the table shows, although NRCS allows higher depths of application, it is recommended to limit
single irrigation events to 0.5 inch in order to reduce the risk of runoff, with winter applications
being further reduced to approximately 0.3". Also, the target calculated precipitation rate for
individual sprinkler operation (no sprinklers operating adjacently, so no overlap of spray), will be
approximately 0.28 inJhr. The combination of maintaining a low rate with a low application depth
should limit the risk of runoff as long as other factors discussed below are considered.

Since the lagoon includes 180 day pumping storage, it is important that pumping occurs regularly,
with the last application on coastal Bermuda prior to frost and the first application as early in the
spring as possible.
It is important that the operator follow this plan as well as the NW. When applying irrigation, the
operator should take notice of the conditions and follow MRCS Waste Utilization Specifications. It
is our recommendation that applications should not exceed 0.5" per application. We feel that 0.5"
is a sufficient amount of water to apply per cycle on the given crops and realistic yields. There
should not be another application applied until the amount applied in the previous cycle has been
used by evapotranspiration (ET). This usually takes approximately three to five days, depending on
the climate and soils of the area.
During the winter months when temperatures are below freezing, the risers need to be drained at
least into the lateral lines_ Water should not freeze at a depth of 30 inches which is the
recommended depth for both lateral and main lines. The pump, suction, and discharge should all be
drained during freezing temperatures. Spraying should never take place during freezing
temperatures. It is also important not to spray when the soil is saturated and ponding or runoff is
likely. Spraying should not occur when the wind speed is more than ten miles per hour.
Sprinklers and air relief/vacuum release valves should be checked periodically to ensure that they
are operating properly. Check to ensure that the pressure gauge at the pump is operating properly.
It is not necessary for the pump and panel to be under shelters, but it is highly recommended.
TABLE 1.: FIELD SPECIFICATIONS
Tract
-Field
Slope
Soil
Type
Crop
App
Rate
Max App
pE Cycle
brig.
Acres
10998-3
0-2%
NaA
Bermuda/Small Grain Ha
0.5
1
1.58
109984
0-5%
BnR
Bermuda/Small Grain Hay
0.75
0.65
25
10998-4.1
2-6%
MaB
Bermuda/Small Grain Hay
0.5
1
9.68
10998-5
0-5%
BnB
Bermuda/SnuM Grain Hay
0.75
0.65
9.28
10998-6
0-5%
BrtB
Bermuda/Small Grain Hav
0.75
0.65
3.17
TOTAL:
48.71
*All land is in the same crop so the fields will be operated based on most Iir iting parameters.
Selected precipitation rate is less than the infiltration rates of all soils.
**Although the MRCS has indicated that 0.65-1.0" can be applied at one time, it is suggested that
the total application be limited to 0.5" and space the applications several days apart. This will help
reduce the potential for runoff.

SOLID SET IRRIGATION SPRINKLER SETTINGS
The solid set system will utilize Nelson SR100 sprinklers with 0.8" taper bore nozzles, 24 degree
guns_ System layout includes 63 full circle throws. Sprinkler layout is based on operating the
above specified guns at 60 psi, which produces 143 gallons per minute (gpm) and a wetted diameter
of 280 feet.
Precipitation rate (PR) for the individual full circle throw is calculated assuming that no adjacent
sprinkler is operated simultaneously. Thus, the effective wetted radius can be considered as 90% of
total wetted radius, resulting in a PR for the full circle sprinkler of 0.28 in. well below the
design maximum rate -
Recommended operating time is based on making 1/2" applications on all riser areas. Due to very
small difference in theoretical effective wetted area between inside and outside sprinklers, all risers
will be assumed to cover the same average area_ The total calculated effective wetted area is 48.71
acres divided by 63 circles yields an average area per circle of 0.77 acres. Time required to irrigate
1/2" depth at 143 gpm is thus 77 minutes. The owner should keep records of applications by
individual sprinklers according to assigned sprinkler numbers. It should be noted again that two
overlapping sprinklers should never be operated simultaneously, as this increases the effective
pricipitation rate in the overlapped area.
TABLE 2: IRRIGATION SYSTEM SPECIFICATIONS
Flow Rate of Sprinkler m
143 each
Operating PSI at Pump
80
Design Preci 4tion Rate:
0.28
Pump Type
Diesel
Horse Power Required
22.5
ft
Note. This design is based upon information supplied by Coharie Farms. This is a preliminary
design and should be viewed as such. Owner and/or system vendor/installer shall contact the
designer regarding any modifications and final equipment selections, and designer should be
contacted during installation to schedule a site visit. The design shows that this site is capable of
accomodating the proposed production facility in accordance with the information provided -
Refer to owners and operators manuals for upkeep and maintenance of the irrigation equipment.
Equipment specifications and information has been provided with this design_

Calculations
PRECIPITATION RATE (PR)
PR = 96.3 x GPM
3.14(.9rf
GPM = 143 GPM per gun
r = wetted radius = 140'
For foil circle sprinkler:
PR
963 x 143 gpm = 0.28 iph
3.14[.9(140)12
OPERATING TIlVIE PER SPRINHI.,ER RISER (t)
t = Effect, ac. x d x 452.5
GPM
d = depth of application
Example: For Riser A1: t — 0.773 ac. x 0.5" x 452.5
w/ d=0.5" 143 gpm
1.223 hours = 73 minutes
c
PIPE 'VELOCITY
V — .408 x 0 (Should he limited to max. 5 fUsec)
v
For 6" Main: V = .408 x 143 x 3 = 4.86 ft/sec maximum
(6Y
For 4" Lateral: V = _408 x 143 3.65 ftlsec
(4y

FRICTION LOSS IN MAIN AND LATERAL PIPES (FL)
F1 — .2083 100 1-1112 x Q 1.252 x L
c D 4-96M 100
Fl — Friction loss, feet of head
Q — Gallons per minute
D — Pipe diameter, in.
L = Length of line, ft
c — Pipe coefficient = 150 for PVC
(Worst case = approx_ 2700' 6" @ 429 gpm + 450' 4" @ 143 gpm)
For 6" main. Fl = 0-2083 X 100 "'1 x 4291.111 x 2700
150 x 64-" x 100
32.6 feet head = 14.11 psi loss
For 4" lateral: FL _ .2083 100 1-ass x 1431 ' x 450
150 4 4.9656 100
Fl = 5.11 feet head = 2.21 psi loss
TDH for SYSTEM:
Source
Head (feet)
Sprinkler Pressure (60 psi)
138.E
Fl Mainline
3 2. 6
Fl Lateral
5.1
Elevation Difference
25.0
Fl in Fittings
8.0
Suction Lift
9.0
5% Factor
10.9
TDH
228.2' / 2.31 ft head per psi
Pump PSI =
98.8 psi

PUMP HP FOR SYSTEM
BHP = GPM X TDH
3960 X Pump Eff. From Cornell rating curve for 3HA 1800 RPM
Engine Drive Pump: Eff. = 67%
429 gpm_ X 228.2
3960 X 0.67
36.9 hp
Engine HP = BHP
Engine eff. (decimal) Assume 75% efficiency for diesel engine
36.9 = 49 hp
0.75
THRUST BLOCK CALCULATIONS
BLOCK SIZE = THRUST X LINE PSI / Soil Bearing Pressure
Thrust factor from attached table
Line psi = psi from TDH calculation above
Soil Bearing pressure: Use 700 psf as conservative figure
90 degree elbow � __
"- 23.0 -X-
9818
/ 700 =
3.2 sq. ft
45 degree elbow
12.4 X
98.8
/ 700 =
1.8 sq. ft
Tee/Dead end
16.2 X
98.8
/ 700 =
2.3 sq. ft
*Ground Entry
29.9 X
98.8
/ 700 =
4.2 sq. ft.
Gate Valve
16.2 X
98.8
/ 700 =
2.3 sq. ft
TABLE 4: THRUST BLOCK SPECIFICATIONS
Location
Thrust Blocks . ft
90 De2ree Elbow
3.2
Dead End Tee
2.3
Tee
2.3
45 Degee Elbow
1.8
Gate Valve
2.3
Ground Entry
4.2

BIG GUN° PERFORMANCE TABLES U.S. UNITS
r-100 SERIES BIG GUNS - 240 TRAJECTORY"
_On T TAPER MORE W027LES
�lA.
dA.
I
P.5.1.
GPiINOZ
C.PMNCIA,
GPIs Du.
GPI+iN
GPM CIA.
GPM DUB.
GPM
GPM CIA,
GPM D1A,
GPr41 Du.
.rt!0 •
" aT..�;t97�
i•:.-STD --
_
"_7a_
91�-.:�23Q•�
- Rs�::��:
i�;:`.26Q;�
_ 13�....�256:�
57_.��6T._
155 287
50
50 io5'
64 215'
74 225'
87 M.
100 245'
11S 256'
1
150 273'
_._ �.,.,--_..._
20a 300
"T"
- E1=4A'z
M�96=2sar' l
7C ` ..
F32131i 270��,•,
43"
-164. .^:
-7 �'-'J96:.
-2Z4�316•-
60 225'~
70
75 236'
66 250'
103 26T
t20 275'
135 M.
1
177 302'
197 310•
243 2;6'
r ?7 -
- _'
70'�ese�T�k
� 12si�_ 2M�f
Z40 Z29�4
.555'.:���'`-`3W,
.109-_ y'JSi'�
:210.�:G325"
.256-`.3S.:
90
66 245'
63 - 25al-
100 270'�
117 211T
135 295'
155 3D8'�
201 326'
223 33S'
274 36Z'
_
72,755s`
� 67 �2A6"
.' 06: ' .j80 .,.
_
�723 .2SS :.
}�:
1�6'
_175 _ _315'
iaei �'� SL�i -
-272._ . }'t
. y>*w745r..
-fig ... .
110
76 28.5'
92 270'
111 29o'
129 30T
150 315'
171 3211•
195 335'
222 344'
247 355'
304 330'
"Araihbb"With F100 d SR100.
100 R RING NOZZLES 41
100 ON DIFFUSER NOZZLES
PSI
•71 RWG
GPM CIA
.77 PANG
GPM CIA
Al RING
GPM DIA
.e6 RING
GPM CIA
89 RING
GPM CIA
M FUNG
GPM CIA
.96 RtNG
GPM CIA
OS ON
GPM DIA
0.6ON
GPM DtA
0.70N
GPM DIA
0.80N
GPM CIA
40
- -
56 208
-
-
-
-
-
-
-
45 154
66 166
91 182
- _�--•-r
00_788�
118 196
78 212
91 215
103 224
116 235
T
134 230
-
.275
152 242
-
_
60
at. 235
95 240
Ito 245
125 2GD
141 270
164
193 28D
Ito 20D
143 215
9a 255
t11 265
127 275
i Li=6a
1452W
,
211 315
183 300
189 305
t00
1D5 270
12a Zg0
142 225
162 305
IS2 320
212 325
236 MS
-The dwmw at unow is at]Oro nmapfy 3% lea for an 2r vapcwy angle. 6% lm far IV
150 SERIES BIG GUNS - 240 TRAJECTORY"
150 T TAPER BORE NOZZLES
P51.
I' GPMDIA
GPMOu.
GPM CIA.GPMeDLL
GPMDtA.
I GPM'DIA
GPM tNozifeDiA
Y60
.--"�;,;"111tlT�;- `
3D.:..s 27Da L
' 1e� 5..:�.:.• ...
.4.•2D6��r1SQ:-::�
255i,. "_
.. °.X10._ 345- ti:
^^
.,s" .i0 s���r
so
*
170 255'
128 290'
143 M.
165 31(r
162 305' _
,- -1ff7.;: _
210 335'_
725 :m5
,�'� .��
260 355'
- 27S=-- 365:4Lw-=
275 34$'
.}.� �Q-'360• - ._
315 375' -
.IM
330 3fiS'
385 3t10"
445 41W •-
=O,;;s�
360 395'
�425
100
_it0z
143 310'
- .iSG+.a„ �
185 330'
235 355'
241_365 . �•
290 1'~
1
= 370=-7- alD• '-
427
_ - .1 Z=-,
500 -7
:- 525__-
�_
.�6 mow::
�305 366' -
120
157 330'
204 350'
258 375'
320 395'
385 420'
ASS 44a'
545 � I
1 Sn R R114r.. W 1771 FC
pjnq
Rft
%V
Rft
Rt
aft
1.26-
tat'
I
1 41-
I
PSI.
GPM CIA.
GPM Dul
GPM OUP
GPM Ow
GPM CIA.
GPM CIA.
GPM CIA.
.50=
-:j,,]OQ'y,�.._ `�`"'�.
�:..c:
' tt3- -� 21'15'�__ .
IQ 300'
.:::.2ASr:<u300'.�.i
225 315' 1
:.,:i2$�:.:�.:120'..
275 335'
.�-3�4.'-�` :`sue•-
330 3
50"
....
�.z350..__�.SSD'..;.:.
385 363'
`
_SO
Ila 260'
143 280'
60�
122 28W
165 300'
210 320'
' `-
250 340'
350 "
315 350• _-
s..37Q'
_ 3BO 31V
4A5 395'
.
MRS=
31
. • 2T3',4;` 97a'...
y15
..'�_ e`er a�
I 143 300'
�31 �.� -
2W 360'
-
10D
�LiB?rre-�^«50-
165 320'
"T•...'''��
235 340'
,a.� .24T"�'
raasSQ'.-
•T258
_ 355 380'
125 Oar
_ 4Y
51, •15'
_ .�
2D4 315'
720
757 3:5' I
380
320 3W
335 AM' C.1
465 42ff
545
'The dam w CI ttevw is aW=matall, 3% km for the 21` tmp=ory angta-
200 SERIES BIG GUNS - 27° TRAJECTORY"
inn r rapo:n Amax mirl"i FC
P5.1.
I GPM A
GPINit� pu.
I G?M1 lA.
I GPM DfA-
GPM Du.
{ GPM1o51 OtA
Nazz
GPM OtA.
GPtrI OUl
I GPM CIA.
607,L:-Y2$0 3¢5,:�5s2l15.6te
�31Q";`375':._.
:3Bfi: 390':�
��MS�:4t0':._
..,.515'..:4301�
585._ 445..cc
�.. r-.470+•
,.
�B25.a ;95'"
70 270 350'
310 390'•
I 355 395'
4t5 410'
480 a30'
555 4W.
630 ASS' '
755 495"
890 515.
_•.-
�
=.5D0'_=_470u-._y..
_
- .555531695
55�
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370"
1 0
590 a10•
405 425-
a75 KS'
545 465'
2485'
715 SD5"
110080
1 555 '
a
70Q01
Ila 340 4t0
D,43=3 =
30'
u5 150'
__5w=A0,___500':1�755=50rt.
525 a8700.
1_755:.
695 515'
{ �
�=48•.
no
5.�
5_ �-_0__
1
.'�'.1170911f051A5�
a Sw
`
130 370 425'
1 42S AA5'
a5 455'
I 565 40'
6S5 Sty'
755 54D'
I 860 560'
1025 590'
1210 620'
inn R nimr. tdirl"7 FG
I PS I.
1 '.- Ra1g
(1.291 aclual)
GPM CIA
I i �- Ring
[t.A6- actual)
GPM DIA.
(156- aauaq
I 1 'j- Fling
GPM OIA.
1 ?Yr- Ring
[156- alzuaq
GPM DIA.
i ihr Ring
[t.7a- actlsatl
GPM OW
7 !i- Ring
(1,63- cuall
a
GPM C1A.
2' Rv+ga
[193- t•wtl
GPM DIA.
50� •-�•yl4r,aai32T• _
i.:.�•3�-�.:: .
;..3506+0._�_4w
..
00 1 25a 34a'
330 370'
_ 3a 390'
-
aa5 410•
L 515 425' _.
%5 _ 44D'
S95 455'
_:7Qywiiw �2711:'s'
'.. �55'�365'r
r.
4t5. iQ5'
48Q L2 3'I�y475'
_60 1 290 370'�1
9631Q 38Q"�:AQS•+.'�-...�415'-�.�'
380 ate•._
AA5 ago' _
.475 . �«-a35" _
aa
5t5 0'1
" -545:-.+io456.�s.1..:.62i..•".:;:�'470::-..
590 455' _
675 470.
.�.�_715"�t485 W_
505 SW _
_
100 3 _ 325 _ 390' _
7 tG.' j 3s¢r ; `401T ' 1-_:,4LS
I _ 425 425'
'.' •''
_ SOQ _ "5'
_ 52S `455' ..
575 a8.5' _
606 ,'<75r _
_ 660 _ 480"
_ 895 �. _490 ...
755 500•
79o." ,- . 510' _�
900 _52o' I
:20 355 a10'
130" - T370 "415 -
485 445• _
4B5 450'
5a5 _ 465'
__.. o �70'
_ 830 485'_
, 655 �-`u10• �`
725 300' _ t
.-_7 . 505• _
B25 -520'
4_-._ w _ sm, .7
I gas-- 545'
'�.r• 1025 ­55c, •• -

A
1

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter,
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged .
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration -at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Fain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on 'botli___
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist -for assistance. It
`Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

1
0
b
0
b
0
is
0
IT
0
21
0
25
0
22
0
2
0
s
.0
10
0
14
0
18
0
22
0
26
0
3o
-0
3
0
7
0
11
0
1b
0
19
0
23
0
27
0
31
0
4
0
a
0
12
0
18
0
20
0
24
0
20
0
32
0
h- sam of all catrbes
i. average application. depth (h/c)
ci
j. rate— = inches/hr
M
k. sum of all deviations from the average catch
1. average deviation from average application depth
m. Uniformity coefficient
U. =
X100=
cY)
ft
Interpret the calbration results.
An application uniformity greater than 75 is excellent for stationary 4winl&n.
Application uniformity betwem 50 to 75 is in the `good" range and is acceptable for wastewater
application.
Generally, an application uniformity below 50 is not acceptable for wastewater irrigation. if the
computed U. is less than 50 per=t, system adjustments are required. Contact your irrigation dealer c
Certified Technical Specialist for assistance.

IIN OTALLATIUN
Table 4. DESCRIMON OF fiNUDMENT MATIMAL CL"UPICATI(Inx
I�iamond Agricultural PVC Pipe should be assembled and
Installed with uniform and continuous support from a firm
base in accordance with the installation procedures provided
in ASTM D2321, and the Insrallarion Guide for PVC Water
Pipe (a "pocket -sized" edition is available from your
representative or from Diamond Plastics Corporation_)
Embedment materials are to be in accordance with soil
classifications Iisted under Unified Soil Classification
System, ASTM D2487 and ASTM D2488_
Te assemble, clean mating surfaces of the bell, spigot, and
gasket. Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to the entire spigot end up to the
rr-ferencc mark. Also, apply lubricant to the contact surface
of the gasket.
With the pipe in straight alignment, push the spigot into
the bell up to the insertion line. If a pry bar is used, to
apply force, the pipe should be protected by placing a board
between the bar and the pipe.
If normal force does not complete the joint, disassemble the
joint and examine the pate to make certian they arc free of
obstructions. Visually inspect the completed joint to insure
the gasket has nor been dislodged.
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DEGREE
OF COMPALT10% VERSUS EMBEDMENT CLASS AND METHOD
OF PLACE*QL%7 AS PERC.'E`T OF STANDARD PROCTOR
DENSrrY OR RELATIVE DENSITY'
FOR GRANULAR MATERIALS IN PAREATHE5I5aa
CLASS OF ENTSEDME-ST
1
It
[I1
IV
tlraraCwead
MATFRJALDI:SCRWM-q
Grawax,
L d>edCaoad
Nluud•Craw
Fwc Can
matertall
SUPU - Clear
Sao
S.d.
opl.mu yaa.Ilac a mmt+anac
9-1.1
9.18
1►10
Lowe of Ary z'.
Sal eon-dl=LIal Nk alel
4 of Penewr tw Rclaea. _1 Dearly Rmfr
ro®RI:I tM pwe+tales.
"400
OS-100
9s•100
ratw
.a rjraa r
nS•Ir(h
t86prn
+y Ih Pticfaar
JOQ}
I;i4S
i0.a3
TSAii
..prA,wa
(Wn
Iba m
Ir8Tj1
Ia61Z11
Have St11z
(6ni
SJUa111
lr;ed Mau
H4ai1
66416
M13
jio-6m
i11YI10
MJtO
f&W
6dJ10
CI:Ts
jlpNh
(5660i
Itct=.t Ii'O.It} r nerve w Foleadlet..
Tlw. Look to at aw a wniw om FIIwr &A" arerW i1'orm dlmelJm Flowed WOW w"r
wtet o& OI wad coo wl"ele 0 derfa naki a of wk. Tle u bk tl ttltelldcd n 01'ak pwl7lec aa1 r
,wa rccenme..dad Im ar-a w.J:. AL-Wal dmyn -aL.es Seledd Ir develcl{ed nr dt MFUN r (W t{KJf.0
aadt - wwwr mervwv cxwkw
SWL
SOIL
pL4L7IMON OF
C LAs;
TYK.
MA7[1SSAL CLASSIFICATION
CIO. I SwJ.'
-
Maaatw-.ai at.gWr. F-✓r ..s-L IJ4 - 1 Ir. ­%- 11
C-A nw IJaF Peee. _ .w.....ft
CIA- 11 S-Ia"
Car
W.a yrr pwdl W p..r+.W .u.rret. erl. w w l._. iM .+.
ON- " W^ --a.. N.
CI­
Cr
lewM Y.r.a pw.k .,r p..IJ .r -".r4 Iwk w w. f w4 -
tw- f"e1w Rw-r w ti J w.t Wr dK+•� Mai.w t1.
ckr.
sW
W.a P-AW .aM..a.t P 0..-iL Wk M -. I— U..r .i.a MF% u
[rerlw. rM IJ. a r.v 11.+. tar .s4 Jn- __•.r /I. 4n ...-.• e
Sr
16wy 0 i-k
rIJ.aPw nw.- N. 11w`.. a4+. d- t
Cl- I11 s,d.•••
rJA
SJry Pr pw.I ..-J ..h
er
Set
S.q awdk .r..k Pea++.
I..a. Mat .VK -w-., ,YP rar-
....a It -a *- vot ...t„I _. IL. aP ....t
Cl... lv .s b
eR.
3 M
CL
JllataJllte 4p ar b- /t--.N. Pwt4..4., .rY ♦jA�
11 a et." 1pd h� K _ Ina +-s
.aqf
la.taw-rW. —a— «. J.Ai — Jw -.I. - -J" rt........
law 2~ d- SK .r.1 ., aw ►�... f.. 3- ..,.•
CN
I�aw,r< eats d e.J► p..I.+.. 1� IIM L+w..1 4.I.o p.v.rr Ieu t.+:
Ara I -- II.. no
CLn. V S..k
e L Ileaar ..ea a� �aa-r .r...tn • J a.- atw�w t .wr.I s-. w:..
ifl� w AAa PP..1 W. Sw..wt
IJN .r a1..M9P L r-W kw" W*— a— QK
11. ....
• ;."h re as tfrr,. tv7'Tu D 7aII�..-+rr. � �` I ..wn..l .Iti�.++.r.. .. AST11 n :.�s
• • Ia -wZre. -N ASTIW D IaaT, Y- -_ K (.-. %. :FINane.
•• • la raft— r ASTM IDItn..,.k ..- !,% 1 � Fwwi %- :m .. a t.a .• r
tinaelKmal. eew w"re - d CJr. it dJr+1(Lw;1-
The haunching area is most important to the suppo
PVC pipe. For good support, the haunching area shou
compacted to the densities given in the Long I
Deflection Chart -- — - - _ -
Figure 2.
nri IJ�.ael.aE
for
•.It
twf-. u
e..I
�•lJ
i
Z
.+.r...L
I =
•i+e
••J/w.l•-

THRUSTBLOCKS3
Thrust blocking prevents main line from moving when the pressure load is applied. In ef-
fect, the thrust block transfers the load from the pipe to a wider load bearing surface. Thrust
blocks are required where fittings are used to change the direction (i.e., at all ties, elbows, wyes,
caps, valves, hydrants and reducers) of the pipeline. The thrust backing must be formed against
a solid trench wall and these fitting areas must be excavated by hand because mechanical
equipment will damage the bearing surface of the trench wall.
The size and type of thrust block depends on pipe size, line pressure, type of fitting, degree
of bend and type of soil. In most cases, the size and type of thrust block will be determined by
the engineer. Thrust block size may be calculated by the procedures shown_
STEP 1. Multiply the pipe pressure by the appropriate value shown in the following table to get pounds
thrust per psi working pressure.
Pipe Line
Dead End
or Tee
90°
Elbow
W
Elbow
221/2 °
Elbow
1 v2 "
2.94
4.16
225
1.15
2
4.56
6.45
3.50
1.78
21/2 "
6.65
9.40
5.10
2.60
3
9.80
13.9
7.51
3.82
31/2 "
12.8
18.1
9.81
4.99
4
162
23.0
12.4
6.31
5
24.7
35.0
18.9
9.63
6
34.8
49.2
26.7
13.6
8 "
59.0
83.5
452
23.0
10
91.5
130.0
70.0
35.8
12 "
129.0
182.0
98.5
50.3
STEP 2. Determine the bearing strength of the soil from the table below:
Soils and Safe Bearing toads a L.bs. Sq. Ft.
Sound Shale 10,000
Cemented Gravel and Sand
difficult to pick 4,000
Coarse and fine compact Sand 3,000
Medium Clay - Can be spaded 2,000
Soft Clay 1,000
Muck 0
STEP 3. Divide the total thrust obtained in Step 1 by the bearing strength of the soil; this gives
the square feet of area needed.
3Certain Teed and Installation
Code 40-22-16H
511175 2-1 S

vr+ I L, U. ur+ v 10 anu HOJUL_,IH�
safe Filling Rates .For Mainline Pipe
It is very important when filling an empty or near empty mainline not to
exceed velocities of 0.5 to 1.0 feet Per second. Filling a mainline
faster than 1.0 fps may not allow the air in the pipe to be properly
evacuated. Therefore the following chart indicates the approximate
maximum fall rate (CPM) for most PVC, AC and ductile iron pipe lines.
Nominal
Maximum
Diameter-
Fill Rate -
Inches
(gpm)
2
11
21
15
3
-24
4
40
6
80
8
150
10
250
12
350
14
475
16
620
18
780
20
980
24
c
1400
Pump Stct�ons should be selected that will allow the fill rate to be
adjusted accordingly. The fill rate can be increased q a rote of
one (1) gpm every two or three seconds. This amounts to an average
increase of 30 gpm every minute during a refill operation.
It is necessary to use a "refill procedure" anytime a mainline has
drained down by 10% of itsvolume capacity.

OONSTRUCTiON OF THRUST BLOCKS
Thrust blocks are anchors placed between pipe or fittings and the solid trench wall. They
can be constructed from available lumber if braced properly.
However, the recommended blocking is concrete which is calculated to have a compres-
sion strength of ZOOO pounds per square inch. The mixture is one part cement, two parts washed
sand and five parts gravel.
Thrust blocks should be constructed so the bearing surface is in direct line with the major
force created by the pipe or fitting. See diagram. The earth bearing surface should be undis-
turbed. Only the simplest of forms is required. Typical thrust block installations are shown in
Figure B.
FIGURE 8
z-16

7
SWAIN CONSULTING
503 Underwood Street
Clinton. NC 28328
910-590-2703
SERVICES, INC.
Sue Homewood
NC Department of Environment & Natural Resources
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Dear Sue,
ITY
SEP
ter SCH1,RGE PEP.143T!
—__September 13, 2002
Please find enclosed a copy of previously sent letter explaining the irrigation design
revisions and copies of the current preliminary design, with the PE seal included. We
have also now prepared an overlay of our irrigation design onto the surveyor's previous
mapping work done to establish facility setback requirements from residential property.
The resulting drawing enclosed shows the required 75' setback from the only adjoining
residential property line to sprayfield.
Please note that the preliminary irrigation design was conducted utilizing the most recent
ASCS aerial field map (copy enclosed), and adjustments can be trade in actual installed
location of sprinklers to insure proper spray pattern without impacting any setback
requirements. In particular, we may need to adjust riser locations to avoid spraying into
the farm path, but we have the ability to add additional sprinklers along borders or east of
the proposed buildings if the on -site layout varies.
If we can be of further assistance, please call [phone].
Sincerely
od
R.Gregory Swain, P.E_
Enclosures
"A •CAR�fi
4,

e
SWAIN CONSULTING SERVICES, INC.
503 Underwood Street
Clinton, NC 28328
910-590-2703
Sue Homewood
NC Department of Environment & Natural Resources
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Dear Sue,
a L,/ Pr
September 13, 2002
Please find enclosed the following as it relates to the permit application for Coharie
Farms C-7 finishing farm per your request:
1) Copy of the second irrigation design for 2,600 sows farrow to wean.
2) Two copies of the current design's reap with my seal affixed.
The original irrigation design, completed in 1996, was disposed of after it was deemed
unusable. The original plan contained fields on adjoining property owned by another
entity that Coharie Farms had been in discussion with to purchase. Coharie was unable to
purchase this land when the site was being originally developed; we had to rework the
entire design and a copy of the original was not retained, as it was considered irrelevant.
I apologize if this has caused confusion, but at the time of design, I was not aware that the
completion of the farm would not proceed.
If we can be of further assistance, contact me at [phone].
Sincerely
R.Gregory Swain, P.E.
Enclosures
�.��O4�µ .CAP p(i y�
�;Q�O�ES�'�7i •.;�y
•
s SEAL a
I6415
*--AGIN0!! 0-POW
ft
E �rc)NI-D;SCwARGE PER'iv-ITTINC
L
SWAIN CONSULTING SERVICES, INC.
503 Underwood Street
Clinton, NC 28328
910-590-2703
Sue Homewood
NC Department of Environment & Natural Resources
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Dear Sue,
a L,/ Pr
September 13, 2002
Please find enclosed the following as it relates to the permit application for Coharie
Farms C-7 finishing farm per your request:
1) Copy of the second irrigation design for 2,600 sows farrow to wean.
2) Two copies of the current design's reap with my seal affixed.
The original irrigation design, completed in 1996, was disposed of after it was deemed
unusable. The original plan contained fields on adjoining property owned by another
entity that Coharie Farms had been in discussion with to purchase. Coharie was unable to
purchase this land when the site was being originally developed; we had to rework the
entire design and a copy of the original was not retained, as it was considered irrelevant.
I apologize if this has caused confusion, but at the time of design, I was not aware that the
completion of the farm would not proceed.
If we can be of further assistance, contact me at [phone].
Sincerely
R.Gregory Swain, P.E.
Enclosures
�.��O4�µ .CAP p(i y�
�;Q�O�ES�'�7i •.;�y
•
s SEAL a
I6415
*--AGIN0!! 0-POW
ft
E �rc)NI-D;SCwARGE PER'iv-ITTINC
L

es,, 01/u-//0/' d'�. a
S�(rvQ.y�-r%3 i4i-y�//
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YEriYy p
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O~
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Inv rr rIM". r
L'U1 MRIr:- WIG FARM �
rw i
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r♦ I — —,
,,� It
\ •�� ; �� r``4 P-t /,,,' i� .►-_7•« NON-RESIDENTIAL
♦ / i_y♦"ti A— r 75' SETBACK
r -li♦ 4 / tP .� . TRACT FROM NEARES;
CORNER
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1'r'1r,7r:r r•rrr•r'
tf?1'lr Rrllf frr' {

mw m MOM r O~ I x I r i1r}J
CffNARFF' WIG FARM �� � .y{ylr ll+fAR F�i^I� rf�Ftil(�/
6l FIA rr. wis f] ;� i r� u�f t �_ ;+ire
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other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or
drift from the site.
*16. Domestic and -industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other wood'y species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons_ Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be adjusted
for optimum crop production amd maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 7 of 9
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FIELD 6
3.17 ACRES WETTABLE
48.71 TOTAL
EFFECTIVE WETTED ACRES
FIELD 5
9.28 ACRES WETTABLE
FIELD 4
34.68 ACRES WETTABLE
COHARIE FARMS FARM 0-7
SOLID SET IRRIGATION DESIGN
SCALE: 1 "=300'
FIELD BORDER AND ROAD LOCATIONS TAKEN
FROM ASCS AERIAL MAP.
KEY
y + `; 280' DIA. CIRCLE
WOODED FIELD BORDER
-- - - — 6" MAIN PVC SUPPLY LINE
-------------4" PVC LATERAL
FIELD 3
. I )�• a �G 1 .58 ACRES
ETTABLE
t - l ��,. � !ram♦ i
NOTES: SOLID SET RISERS TO BE INSTALLED ACCORDING TO ' c--i'� 10,
DESIGN REPORT AND ATTACHED DRAWING. GUNS SHALL ,`
-�� � _�,_,. y� � '� >�,�'� l r � ;''; Y-�--t�7_-��� � ,• t
BE OPERATED WITH NO OVERLAPPING SPRAY, MAX 3 GUNS.
GUNS TO BE NELSON SR100 W/ 0.$"TB NOZZLE, OPERATED '� ; i }_i i �r ti �'` t s-rr •�``
® 60 psi (APPROX. 280' DIA, 143 GPM).
rl
<�_
CORNER TO BE CLEARED r `� 3 t �� ' -� ,���,' �► �_ ; -in ;-� ,

FIELD 6
3.17 ACRES WETTABLE
+a
48.71 TOTAL
EFFECTIVE WETTED ACRES
FIELD 5
9.28 ACRES WETTABLE
, FIELD 4
34.68 ACRES WETTABLE
NOTES: SOLID SET RISERS TO BE INSTALLED ACCORDING TO
DESIGN REPORT AND ATTACHED DRAWING. GUNS SHALL
BE OPERATED WITH NO OVERLAPPING SPRAY, MAX 3 GUNS.
COHARIE FARMS FARM C-7
SOLID SET IRRIGATION DESIGN' -
SCALE: 1 "=300'
FIELD BORDER AND ROAD LOCATIONS TAKEN
FROM ASCS AERIAL MAP.
KEY
+ 1; 280- DIA. CIRCLE
WOODED FIELD BORDER
— - - --- 6" MAIN PVC SUPPLY LINE
---------------4" PVC LATERAL
iIt
t-..,�i
It
if I. ,� 1
GUNS TO BE NELSON SR100 IN/ 0.8 TB NOZZLE, OPERATED 'j 11 !' ; _�, !, } 1` ,' �� ►\ ,y _-_'!
C 60 psi (APPROX. 280 DIA, 143 GPM). �` ` /,/ �; t ,-�- i , 1 �� J , '� + ►�
''ll ,, �__ - y� ► ��/�'� i r � �"�� i 1 1'-�- \�1 i��r' � f � jam"
CORNER TO BE CLEARED ,
r 16415 ,t. JUL 2 4 .'f,�1;x 1 \��__- � L~, f '�irk,��
Goll'i
FIELD 3
1.58 ACRES
JETTAB LE

Il
FIELD 6
3.17 ACRES WETTABLE
48.71 TOTAL
EFFECTIVE WETTED ACRES
FIELD 5
9.28 ACRES WETTABLE
NOTES: SOLID SET RISERS TO BE INSTALLED ACCORDING TO
DESIGN REPORT AND ATTACHED DRAWING. GUNS SHALL
BE OPERATED WITH NO OVERLAPPING SPRAY, MAX 3 GUNS.
GUNS TO BE NELSON SR100 W/ 0.8" TB NOZZLE, OPERATED
0 60 psi (APPROX. 280' DIA, 143 GPM).
_ S
1< IJ WATEP O Ill_ P SE,TIC�P�
*
QG�
'�urrl!lllpll11111� I
AEON -DISCHARGE PERIIiT—j r1,'.a
FIELD 4
34.68 ACRES WETTABLE
�� I �_ I r 1 ► ► ,c 1 ,
_ %�.\ i ► 1 _ice►' , J 1
COHARIE FARMS FARM C-7
SOLID SET IRRIGATION DESIGN
SCALE: 1 "=300'
FIELD BORDER AND ROAD LOCATIONS TAKEN
FROM ASCS AERIAL MAP.
KEY
+ ; 280' DIA. CIRCLE
WOODED FIELD BORDER
— - - — 6" MAIN PVC SUPPLY LINE
-------------4" PVC LATERAL
coN \�(�
S
FIELD 3
1.58 ACRES
�ETTABLE
—�r
1 + ram` ) ♦` i ` ; f 1 ;���( —_7 i 1 /�' i+_
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