080034_Application_20240328

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2024, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2024.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS080034
2. Facility Name: Indian Woods
3. Permittee's Name (same as on the Waste Management Plan): J L M Indian Woods Farms LLC
4. Pennittee's Mailing Address: PO Box 10009
City: Goldsboro
Telephone Number:
State: NC
E-mail:
5. Facility's Physical Address: 501 Broadneck Rd
City: Windsor State: NC
6. County where Facility is located: Bertie
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Christopher Wade Williams
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
Zip: 27532-0009
Zip: 27983
Country View Family Farms LLC
Phone No.: 252-217-5784 OIC #: 1002858
All—vahle Cnnnt
1 1,.,.V
Swine
Cattle
Dry Poultry
Other Types
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep- Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers

13. Waste Treatment lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digesler/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
#1
Lagoon
1/1/1996
Full, clay
1,265,778.00
169,884.00
19.00
#2
Lagoon
1/1/1996
Full, clay
1,265,778.00
169,884.00
19.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner iss a corporation, signature should be by a principal executive officer of the corporation):
Name (Print): ''G/" l,: 1�1';q, �`5£..-� Title:
Signature:
y �'' Dater
Name (Print):
Signature:
Name (Print):
Signature:
Title:
Date:
Title.
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

WASTE UTILIZATION PLAN
l
Friday, .tune 09, 2023
Producer: J.L.M. Indian Woods Farms LLC
Farris Name:
J.L.M. Indian woods Farms LLC 8-34
PO Box 10009
Goldsboro,NC 27532
Telephone # :
[phone]
Type of Operation :
Feeder to Finish Swine
Number Of Animals:
11520 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.)
11520 hogs X 1.9 tons waste/hogs/year =19584 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
11520 hogs X 1.71bs PAN/hogs/year =19584 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 fallowing 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 NJACRE NIACRE imsm TIME
1717
1A
WICKHAM 2-6°%
s SB
44
172.000
0 5.89
1013.08
APR-SEP 15
1717
- 1A
WICKHAM 2-fi°!o
WA
_ 1
I 1171
0 5.89
689.13
SEP-ARP
1717
1B
WICKHAM 2-6%
SB
441
172.000
0 2.48
426.5611APR-SEP
15
1717
.- IS
WICKHAM 2-6%
WA
11
117
172.000
0
0
2.48
290.161
SEP-ARP
1T17
iC
WICKHAM 2-6%
SB
44
5.58
959.762
APR-SEP 15
1717
-- 1C
WICKHAM 2-6%
WA
11
117
0
5.58
652.86
SEP-ARP
1717
1D
WICKHAM 2-6°fo
SB
44�
172.000
-
0
1.55
1.55
4.65
266.601�APR-SEP
-5
15
1717
1717
1 D
1 2A
WICKHAM 2-6%
'WICKHAM 2-6% _
I WA
SB
1
44?
_ 11�7
172.000`
00
Oj
181.351
799.8021APR-SEP
SEP-ARP
75
1717
2A
WICKHAM 2-6%
WA
1�
117}
0
4.65
1.43
1.43
544.05
SEP-ARP_
1717
1717
2B
- 2B
WICKHAM 2-5%
WICKHAM2-6%
SB
WA
1 44
1k
172.000
1171
_ 0
0
245.961
167.31
APR-SEP 15
S -AEF RP
1717
2G
WICKHAM 2-6%
SB
44
172.000
0
2.21
360.121
APR-SEP 15
1717
- 2C
IWICKHAM 2-6%
WA
1
117
0
2.21
258.57
SEP-ARP
1717
2D
WICKHAM 2-6°10
SB
44
172.000
0
4.02
691.442
APR SEP 15
1717
20
IWICKHAM 2-6%
f WA
1
117
0{
4.02
470.34
SEP-ARP
1715
i 4A
1WICKHAM 2-6%
SB
44
172.0001
01
6.48
1114.56
APR-SEP 15
1715
4A
WICKHAM 2-6%
1 WA
I 1,
117i
0
6.48
758.16
SEP-ARP
1715
413
'WICKHAM 2-6%
SB
44
172.000i
Oj
1.$6
319.921APR-SEP15
1715
- 4B WICKHAM 2-6% WA
1 117' 0�
1.86
9.06
6.06
3.11
217.62
1042.32
709.02
534.921
SEP-ARP
APR-SEP 16
SEP ARP
APR-SEP 15
1715
4C
<WICKHAM 2-6%
SB 44
172.0001
0
1715
Y 4C
WICKHAM 2-6%
WA
1'
117
-� 0
1715
4D
WICKHAM 2-6%
SB
44
172.000
0
1715
- 4D
WICKHAM 2-6%
WA
1
1171
b
3.71
363.87
SEP ARP
1715
4E
WICKHAM 2-6%
SB
WA
44�
1 f
17�
117
_0
Q16.0_6
6.06
1042.32
709.02;
APR-SEP 15
SEP-ARP
1715
4E
WICKHAM 2-6°!o
1715
4F
WICKHAM 2-6% i
SB I
44a
172.000�
_
0(
4.19
720.682
APR-SEF 15
1 115
1715
4F JwicKHAM
4G IWICKHAM
2-6% _
2-6%
WA
SB
1'
44;
117'
172,000
0,
0
4.19
2.17
490.231
373.241
SEP ARP
APR-SEP 15
1715
4G
WICKHAM 2-6%
WA
1
117
01
2.17
253.89
SEP-ARP
1715
4H
WICKHAM 2-6%
SB
WA i
44
172.000
0
3.33
572.761
APR-SEP 15
1715
- 4H
WICKHAM 2-6°fo
1
117
0
3.33
389.61
SEP-ARP
1715
7A
WICKHAM 2-6%
S$
44
172.000
0
4.59
789.482
APRSEP 15
1715
- 7A
WICKHAM 2-6%
WA
1
117
172.000
0
4.59
537.03
SEP ARP
1715
78
WICKHAM 2-6°lo
SB °
441
01
4.41
758.522
APR-SEP 15
1715
- 7B
WICKHAM 2-6%
WA f
1
1171
0
4.41
515.97
SEP-ARP
1715
7C
WICKHAM 2-6%
SB
44
172.00OJ
0
4.63
796.362
APRSEP 15
1715
- 7C
WICKHAM 2-6%
WA I
1
117
Q
_ 4.63
541.71
SEP-ARP
1715 t
7D
WICKHAM 2-6%
SB
44
172.000
01
4.05
696.642
APRSEP 15
j 1715
WICKHAM 2-6% I
WA (
1
117
01
4.05
473.851
SEP ARP
1775 !
7E
WICKHAM 2 6°!° f
SB
44
172.0001
0
1.61
276.921 JAPR-SEP
15
Page 2 of 9

1715
7E
WICKHAM 2-6% WA 3 1
117
0
1.61
188.37
SEP-ARP
1715
1716
7F
- 7F
WICKHAM 2-6% S$ i 44
WICKHAM 2-6% I WA I 1
172.0001
° 117
0
0
3.47
3.47
596.8411APR-SEP
405.99
15
SEP-ARP
1715
7G
WICKHAM 2-6% { S$ j 44
172.000
0
0.69
118.680
APR-SEP 15
1715
7G
ICKHAM 2-6% i WA ; 11
117
0
0.69
80.73
SEP-ARP
TOTALS: 24426.3
w 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 3 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.)
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE N/ACRE N/ACRE I ICFn TIME
i 742
* A
WICKHAM 2-6% C 18Z
- 20
3.72
446.921
MAR-JUN
742
A
WICKHAM 2-6% i W 103
�011
0
3.72
436.8021
SEP-APR
742
A
WICKHAM 2-6% j SB 37!
146.04 Oj
3.72
539.549
APR-SEP 15
i 742
* B
WICKHAM 2-6% t G 1$2
120,14 - 20
3.31
397.663
MAR-JUN
742
1* B
WICKHAM 2-6% W j 103�
117.421 0
3.31
388.660
SEP-APR_
* B
WICKHAM 2-6% t �
{ SB _� 37
145.04j 0
3.31
480.682
APR-SEP 15
* C
WICKHAM 2-6% C182
120.141 20
331397.663MAR-JUN
H742
CWICKHAM
2 6% W 103
117.42 0
3.31
388.660
SEP-APR
* C
WICKHAM 2-6% SB , 371
145.04 01
3.31
480.082
APR-SEP 15
D
WICKHAM 2-6% C i 182
120.14 20
3.31
397.663
MAR-JUN
742
D
WICKHAM 2-6% W I 103
117.42 01
3.31
SERAPR
742
* D
{WICKHAM 2-6% SS i_7
i45.04! 0
3.31
_388.660
480.082
APR-SEP 15
742
742
E
* E
WICKHAM 2-6% C 182{
WICKHAM 2-6% -- W 1031
120.141' 201,
117.42�� of
1.65
1.65
198.231
193.743[
MAR-JUN
SEP-APR
742
742
* E_
* F
A WICKHM 2-6%
{ I SB _ I 371
WICKHAM 2-6% C- 182�
145.04E OI
120.14 20
-- 1.65
3.72
239.316
446.921
APR-SEP 15
MAR-JUN
�{ 742
* E
WICKHAM 2-6°lo W 103j
117.42� 0
3.72
436.8021
SEP-APR
742
742
E
* G
WICKHAM 2-6% SB 37{
WICKHAM 2-6% C�-- 182
145.04 0`
120.14 20
3.72
3.31
539.549
397.6631
APR SEP 15
MAR-JUN
{ 742
* G
WICKHAM 2-6% W 103i�J
03.31
388.660
SEP-APR
742
G
WICKHAM 2-6% SB 37,
145.041 0_
3.31
4$0.082
APR-SEP 15
742
H
WICKHAM 2-6% C t 1821
120.141 20
3.31
397.663
MAR-JUN
742
* H
* H
(WICKHAM 2-6% 1 W 103
117.421 0
3.31
388.660
SE -APR
742
(WICKHAM 2-6% SB I 371
145.041 0
3.31
430.082
APR-SEP 15
742 !*
!!WI
CKHAM 26% C ( 1821
120_14; 20
3.31
397.663
MAR-JUN
742 I*
1
!WICKHAM 2-6% { W 103
117.42? 0
3.31r480.98
SEP-APR
742
* I !WICKHAM
2-6% ? SB 1 37,
145.041 0{
3.31APR-SEP
15
742 ±*
742
J (WICKHAM
* J ;WICKHAM
2-6% --- C -i B2'
2-6%
120.14; 26�-
� 01
3.31
3.31
MAR-JUN
SEP-APR
SEP 15
MAR-JUN
742 I*
742 i*
J ,WICKHAM 2-6% SB 371 145.04' QI 3.31APR
K !WICKHAM 2-6% C 1$2 120.14� 20; 2.75_330.3$51
iC--:WICKHAM2-8ol -----�--� -- Wi----103... 777.42T ._._-Oi 2.T5
742*
322.905
SEP-APR
742
K IWICKHAM
2-6% S6 37t 145.04'
0 2.75
398.86
APR-SEP 15
I UTALS: 6697.41
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
�C t CORN
�S-B� { SOYBEANS
1 { WHEAT
{WA WINTER -ANNUALS
UNITS LBS N/UNIT
BUSHELS { 1.25
BUSHELS 4
AC i 100
Page 4 of 9

TOTALS FROM TABLES 1 AND Z
ACRES
LBS Aw
--
N USED
(TABLE 1 84.52
24A26
TABLE 2 35.01
6,697
TOTALS: 119.531 31,124
AMOUNT OF N PRODUCED.
19,584
* BALANCE
-11,540
*** 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 4262.4 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.6 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts,
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE (In/hr) AMT (inches)
1715
-4F,-40,-44,-7A,-7B,
WICKHAM 2-6%
WA
0.50
*1
=1715
4E, 4F, 40, 4H, 7A, 7B, 7C,
WICKHAM 2-6%
SB
0.50
*1 j
j1717
4B,-IC,-ID,-2A,-213, 2
WICKHAM 2-6%
WA
0.50
*1
`1717
A, 1B, IC, ID, 2A, 213, 2C, 21
WICKHAM 2-6%
SB
742
3, *C, *D, *E, *F, *Cv, *H, *I,
WICKHAM 2-6%
W
0.50
*1
1742
*C, *D, *E, *F, *G, *H, *L
WICKHAM 2-6%
SB
0.50
*1
742
*C, *D, *E, *F, *G, *I1, *1.
WICKHAM 2-6%
c
0.50
L*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 5 of 9

NARRATIVE OF OPERATION
The latest nitrogen coefficient and RYE tables were used to develop this plan. Acreages are
from the previous plan. If sorghum sudan/millet hay is planted, fertilize at the nitrogen rate of
264 lbs/acre on tracts 1716 and 1717.
Page 6 of 9

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

NAME OF FARM: J.L.M. Indian Woods Farms LLC 8-34
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 1 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 FACIL TY�OWNER: J.L.M. Indian Woods Farms LLC
SIGNATURE: = f' �. DATE: 1 23
NAME OF MANAGER (If different from owner):
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
(910 385-1000
SIGNATURE:
DATE:
Page

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I I COhTRACTORSAND EhGIhEERSSERVICES,INC.
INDIAN WOODS NO. 1
STATE ROAD 1122
BERTIE COUNTY
' QUITSNA, NORTH CAROLINA
I30 JANUARY 1996
- a
Prepared for: Goldsboro Hog Farms
P. 0. Box 10009
Goldsboro, NC 27532-00b9 ~
�'t�..at1� cral,�Fa
Ike
)A)�
yS30��$+�°°a Peter D. McDonnell, r., P. E.
CONTRACTORS & ENGINE _S SERVICES, INC.
P. 0. Box 762
I Goldsboro, NC 27533-0762
tI CONSULTING ENGINEERS. LABORATORY TESTING, QUALITY CONTROL AND LAND SURVEYING
1304 NORTH WILLIAM STREET 0 P.O. BOX 762 • GOLDSBORO. NORTH CAROLINA 27530 • 9191735.7355 OR 919/735.7362

T& B L B- 2 Z Q n a T Z Ij T o
No. of
Pages
1.
Preface
1
2.
Lagoon Design
4
3.
Operation and Maintenance Plan
2
4.
Site Location and County Sail Map
4
5.
Waste Utilization Plan
12
6.
Soil Investigation
11
7.
Seeding
Specifications
1
8.
Construction Specifications
6
9.
Cross Section Data And
InConstruction
Quantities
8
.7
IN
Y
mi

I1
P E E&g-
1'
Contractors and Engineers Services, Inc. and Goldsboro Hog Farm
prepared this report for the.use of Mr. Robert W. Ivey of Indian wood
s
No. 1, Bertie County, North Carolina. This report was prepared by
following the requirements as set forth by the Soil Conserva
tion
Service. Contractors and Engineers Services, Inc. and Goldsboro Hog
Farm assume no responsibility for the interpretation or any deductions
made by the Owner. These borings were conducted to assist in the desig
i
portion of the project. The Owners Contractor is urged to examine the
data presented and to visit the site to observe the existin
g condition;
The existing subsurface conditions on this site may vary from the
subsurface conditions found during our investigation. Each boring
result is considered only for the particular boring location.
Graphic symbols, letter symbols and soil descriptions are in
accordance with the unified soils classification system and indicate
field identification of the soils encountered. Laboratory
identification tests and moisture content results, when conducted, are
also shown and located by the boring number and depth of sample.
Laboratory identification of a sample takes precedence over the field
�i
identification when there is a conflict between two identifications.
The exiting seasonal high ground water table is shown to the left of
the visfial classification profile on the classification/penetration
resistance data sheets.
If during the construction phase of this project conditions are
encountered which differ significantly from those reported herein,
Contractors and Engineers Services, Inc. and Goldsboro Hog Farm should
be notified immediately so that our recommendations can be reviewed
and/or --evised as necessary.

L A G O O N D E S I G N
L
I

OPERATOR: GHF= INV(A-N Woot75 a t
COUNTY: PIE tzTj E
TYPE OPERATION: 5760 HEan F+we;'H+N&
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 Soil Conservation Service do a construction
check on the waste lagoon immediately upon completion, in order to
have your operation certified.
The pad dimensions and grades are the best estimates. The BUILDER or
CONTRACTOR is responsible for final layout of the pads. Goldsboro
�. Hog Farms, Inc. will assist in a limited capacity, as its major concern
is the proper design and construction of the waste treatment lagoon.
1 The actual amount of material required for pads and dam may vary from
the estimates. T4+e design will attempt to balance cuts and fills as
close as possible. If additional material is required, the contractor
and owner will negotitate on the price and location of the borrow area.
i
Best Estimates: Total Required Volume (cu.ft.): 1,2za•t62 r-r3
Actual Design Volume (cu. ft.) : 1, Z&c ; 720 Fr-3
Excavation (cu.yd.) : 3&F,4q yp3
Clay liner excavation(- cu.yd.) : '700o Y93
Total excavation (cu.yd.) 4464•g yp3
j
Pad and Dike Fill (cu.yd.): 20107yo3
Clay liner fill (cu-.yd.) wmymvON)
Total fill (cu.yd_) : a7ga7vp3
t%Fill Ratio: I .fir/JJJ �_
Job Class: 3 Date: 01TAWg6
Prepared by: NiLj f4c.
Prepared by:
1t

I
Operator:GHF-Indian Woodst)County: Bertie
tistance to nearest residence (other than owner):
1.
AVERAGE LIVE WEIGHT
(ALW)
0 sows
(farrow to
finish)
0 sows
(farrow to
feeder)
5760 head
(finishing
only)
0 sows
(farrow to
wean)
0 head
(wean to feeder)
Describe_ other
71
1
0
I
x 1417
lbs.
x 522
lbs.
x 135
lbs.
x 433
lbs.
x "-:' , 30
lbs.
Date: 01/09/96
7000.0 feet
= 0
lbs
= 0
lbs
= 777600
lbs
= 0
lbs
= 0
lbs
0
Total Average Live Weight = 777600 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 777600 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 777600 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
t' WNC1Z FEQaf;'; , NO 41WV6E `P?-AGe.
SLUD(ry Mt-L.'6E VED A5 N am, u
Inside top length (feet) --------------------- 680.0
Inside top width (feet)______________________ 250.0
Top of dike elevation (feet)----------------- 3.0
Bottom of lagoon elevation (feet)------______ 3.0
5
Freeboard (feet)_____________________________ 1.0
Side slopes (inside lagoon) ------------------
3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
3.0 3.0 3.0 3.0 674.0 244.0
AREA OF TOP
LENGTH * WIDTH =
674.0 244.0 164456 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
620.0 190.0 117800 (AREA OF BOTTOM)
DEPTH
9.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
647.0 217.0 5615e: (AREA 0= MIDSECTION * 4)
CU. FT. = [.REA TOP + (4*AREA MIDSECTION) + kRFA BOTTOM]
16YY56.0 561596.E 117800.0 DEPTH/6
1.5
Total Design"- Volume 'L'ailable = 1265778 CU. FT.

r
�. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
N680.0-
250.0 170000.0 square feet
Buildings (roof and lot water)
0.0 square feet
Describe this area.
TOTAL DA 170000.0 square feet
Design temporary storage period to be
.180 days.
SA.
Volume of waste produced
Feces & urine production in gal./day per
135 lb. ALW 1.37
Volume = 777600 lbs. ALW/135 lbs. ALW *
1.37 gal/day 180 days
Volume = 1420416 gals. or 189895.2 cubic
feet
5B.
Volume of wash water
This is the amount of fresh water used for
washing floors or volume
of fresh water used for a flush system.
Flush systems that recirculat
the lagoon water are accounted for in 5A.
*
Volume = 0.0 gallons/day
180 days storage/7.48 gallon:
per CF
05C.
Volume = 0.0 cubic feet
Volume of rainfall in excess of evaporation
Use period of time.when rainfall exceeds
evaporation by largest amount
d
180 days excess rainfall =
11.6 inches
Volume = 11.6 in * DA / 12 inches per
foot
Volume = 164333.3 cubic feet
4

[D. Volume of 25 year - 24 hour storm
Volume = 6.8 inches / 12 inches per foot * DA
Volume = 96333.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 189895 cubic feet
5B. 0 cubic feet
5C. 164333 cubic feet
5D. 96333 cubic feet
TOTAL 450562 cubic feet
SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 11.6 inches
25 year - 24 hour rainfall==================> 6.8 inches
Freeboard===============================-===> 1.0 feet
Side 3.0 1
Inside top length===___________b83.0 feet
Inside top width=== _____________________> 680.0 feet
Top of dike elevation=======================> 53.0 feet
Bottom of lagoon elevation==================> 43.0 feet
Total required volume====================_==> 1228162 cu. ft.
Actual design volume========================> 1265778 cu. ft.
Seasonal high watertable elevation (SHWT)===> 46.0 feet
Stop pumping elev..===_____________________49.0 feet
Must be > or .= to the SHWT elev.==========> 46.0 feet
Must be >.or = to min. req. treatment el.=> 49.0 feet
Required minimum treatment volume===========> 777600 cu. ft.
Volume at stop pumping elevation============> 795872 cu. ft.
Start pumping elev._________________________> 51.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1169445 cu. ft.
Volume at start pumping elevation=======-==_> 1152004 cu. ft.
Required volume to be pumped===============_> 354229 cu. ft.
Actual volume planned to be pumped=========-> 355132 cu. f
Min. thickness of soil liner when required==> .5 feet
DATE: d6 Ct•+'shAu��1 st rya 5'l�,rs ,
q� DATE : �
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
■
i
i

SHEET 1 OF 2
a
I
a
I
kf
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 year - 24 hour storm for the location.
The volume of waste generated -from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
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. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity 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 ¢51.3'as marked by permanent marker. Ctop:�pump,�-
out when the fluid level reaches elevation ®49-:,04•. This temporary
storage, less 25 yr- 24 hr storm, contains 354229 cubic feet or
2649629 gallons.

I
SHEET 2 OF 2
L
L.
I
111
I
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. 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 All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

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CONTRACTORS AND CNGINCCU SERVICES, INC.
1304 NORTH WILLIAM STREET
P. 0. BOX 762
GOLDSBORO, NORTH CAROLINA 27U.M762
TELEPHONE: [phone]
[phone]
Sheet 1 of 5
SPECIFIC TIONS FOR CONSTRUCT N OF WASTE REATMENT LAGOONS
I. OUNDATION PREPARATION:
A. The -topsoil from the lagoon and pad area should be stripped and
stockpiled for use on the dike and pad areas. 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. 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.
III. EXCAVATION AND EARTHFILL PLACEMENT:
A. 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
4-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 approx-
imately 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
will be considered adequate when fill material is observed to
consolidate to the point that settlement is not readily
detectible. The material shall be of the proper moisture content

Sheet 2 of 5
before rolling to obtain the prescribed compaction. Wetting or
drying of the material shall be maintained when necessary to
provide a uniform moisture content throughout. Should the
material be too wet to permit proper compaction or rolling, the
material shall be dried to the required moisture content. If the
fill material is too dry, sprinkling shall be done with approved
equipment that will sufficiently distribute the water. All fill
material shall be compacted to a minimum of 93 percent density as
determined by Standard Proctor ASTM D-698. NOTE THE SPECIAL
REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER SECTION OF THIS
SPECIFICATION. The embankment of the lagoon shall be installed
using the more impervious materials from the required
excavations. Construction of fill heights shall include 5
percent for settlement.
B. Dikes over 15-feet in height and with an impoundment capacity of
10 acre-feet or more fall under the jurisdiction of the North
Carolina Dam
Safety Law. The height is defined as the difference
in elevation
from the constructed height to the downstream toe of
the dike.
C. Precautions
shall be taken during construction to prevent
The be
excessive erosion
and sedimentation. site will graded at
all times to
promote proper drainage. Silt fence and silt check
dams will be
provided if required.
III. LINER:
.A. The minimum
required thickness shall be 1.5 feet.;
R. NOTE: LINERS
(PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED
11

F
Sheet 3 of 5
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.
C. 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 SCS approved material
(ie - CL, SC, CH). REFER TO THE SOILS INVESTIGATION INFORMATION
IN THE PLANS FOR SPECIAL CONSIDERATIONS.
D. Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum
moisture content. This value relates to that moisture content
when the soil is kneaded in the hand it will form a ball which
does not readily separate. The ideal moisture content for the
liner is considered around optimum moisture content plus
approximately 2 - 4 percent moisture. 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 D-698 Dry Unit Weight of the liner material.
When smooth or hard, the previous lift shall be scarified and

I
Sheet 4 of 5
moistened as needed before placement of the next lift. Density
test will be performed on the liner to insure proper compaction
procedures.
E. The single most important factor affecting the overall compacted
rpermeability 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 P routing
of equipment in an established pattern helps assure uniformity in
the whole placement and compaction process. For most clay soils,
a tamping or sheepsfoot roller is the preferable type of
compaction equipment.
F. The soil liner shall be protected from the discharg
e of waste
outlet pipes. This can be done by using some type of energy
dissipator (rock) or using flexible outlets on waste pipes.
G. Alternatives to soil liners are synthetic liners and bentonite
sealant. When these are specified, additional construction
specifications are included with this construction Specification.
IV. C TOFF TRENCH:
A. 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.
IV . VEGETATI Otr' :
A. All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible
after construction according to the seeding specifications.
I

LSheet 5 of 5
1 Topsoil should be placed on areas of the dike and pad to be
seeded. Temporary seeding of mulch shall be used if the
recommended permanent vegetation is out of season dates for
seeding.; Permanent vegetation should be established as soon as
1 possible during the next period of approved seeding dates.
' VI. REMOVAL OF EXISTING TILE DR INS;
A. When tile drains are encountered, the tile will be removed to a
minimum of 10-feet beyond the outside toe of slope of the dike.
The tile trench shall be backfilled and compacted with good
material such as SC, CL, or CH.
I
(wastespe)

M CONTRACTORS AND EnGIhEERS SERVICES, inc.
1
INDIAN WOODS NO. 2
-STATE ROAD 1122
BERTIE COUNTY
QUITSNA, NORTH CAROLINA
31 JANUARY 1996
a
Prepared for: Goldsboro Hog Farms
P. 0. Box 10009
Goldsboro, NC 27532-0009
ra
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p 12613 �=
rrrrute
i
Peter D. McDonnell, Sr\, P. E.
CONTRACTORS & ENGINEERS "SSERVICES, INC.
P. 0. Box 762
Goldsboro, NC 27533-0762
CONSULTING ENGINEERS. LABORATORY TESTING. QUALITY CONTROL AND LAND SURVEY
130• NORTH WILLIAM STREET • P.O. BOX 762 0 GOLDSBORO. NORTH CAROLINA 27530 • 919/735-7355 OR 919/735.736

I
OPERATOR: t H P— I t Di AN WoO95, #- 2
COUNTY: 6EP&ri E
TYPE OPERATION: 5-7bo t-tt~A'D PiNtSHIW&
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 Soil Conservation Service do a construction
check on the waste lagoon immediately upon completion, in order to
have your operation certified.
The pad dimensions and grades are the best estimates. The BUILDER or
CONTRACTOR is responsible for final Layout of the pads. Goldsboro
Hog Farms, Inc. will assist in 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. T+e design will attempt to balance cuts and fills as
close as possible. If additional material is required, the contractor
and owner will negotitate on the price and location of the borrow area.
Best Estimates: Total Required Volume (cu. ft.) : _ (,2Z8, tb2 F�-3
Actual Design Volume (cu. ft.) : t,-Z&5, 779, �3
Excavation (cu.yd.): 344zoYy3
Clay liner excavation( cu.yd.) : 7g44 yp3
! Total excavation (cu.yd.) 42.364-tv3
y
Pad and Dike Fill (cu.yd.): 2S?6zY�3
Clay liner fill (cu;.yd.) gg30yD3 6NOVV 520,ft6myMrW
Total fill (cu.yd.)*: 35 t�12 `!03
Cut/Fill Ratio:
Job Class: Date: 6,1 SAN q6
Prepared by: / (NG.
Prepared by:
Y

r'
Operator:GHF-Indian Woods�L'/County: Bertie Date: 01/00/96
Listance
to nearest residence (other than owner): 7000.0 feet
1.
AVERAGE LIVE WEIGHT (ALW)
t
0 sows (farrow to finish) x 1417 lbs. = 0
lbs
0 sows (farrow to feeder) x 522 lbs. = 0
lbs
5760 head (finishing only) x 135 lbs. = 777600
0 sows (farrow to wean) x 433 lbs. = 0
lbs
lbs
0 head (wean to feeder) x 30 lbs. = 0
lbs
Describe other : 0
Total Average Live Weight = 777600
lbs
2.
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 777600 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 777600 cubic feet
3.
STORAGE VOLUME FOR SLUDGE ACCUMULATION
"OWNER twUrx's uo -5'1 � STagAtt.
Volume = 0.0 cubic feet
W,w'W-V.W.6Vep Ac, tJVMWP.
TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 680.0
Inside top width (feet)______ 250.0
Top of dike elevation (feet) ----------------- 52.0
Bottom of lagoon elevation (feet)------------ 42.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)-------.----------- 3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 674.0 244.0 9.0
AREA OF TOP
LENGTH * WIDTH =
674.0 244.0 164456 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
620.0 190.0 117800 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
647.0 217.0 561596 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
DEPTH/E
164456.0 561596.0 117800.0
1
ITotal Designed Volume Available = 1265778 CU. FT

5 TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
680.0 250.0 170000.0 square feet
Buildings (roof and lot water)
0.0 square feet
Describe this area.
TOTAL DA 170000.0 square feet
Design temporary storage period to be
180 days.
5A.
Volume of waste produced
®.
Feces & urine production in gal./day per
135 lb. ALW 1.37
Volume = 777600 lbs. ALW/135 lbs. ALW *
1.37 gal/day 180 days
Volume = 1420416 gals. or 189895.2 cubic
feet
5B.
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system.
Flush systems that recirculat
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day *
180 days storage/7.48 gallonE
Volume = 0.0 cubic feet
per CF
5C.
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds
evaporation by largest amount
180 days excess rainfall =
11.6 inches
Volume = 11.6 in * DA / 12 inches per
foot
Volume = 164333.3 cubic feet
F
I

D. Volume of 25 year - 24 hour storm
Volume = 6.8 inches / 12 inches per foot * DA
Volume = 96333.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
189895.cubic
feet
5B.
0
cubic
feet
5C.
164333
cubic
feet
5D.
96333
cubic
feet
TOTAL 450562 cubic feet
�. SUMMARY
Temporary storage period=___________________
116
Rainfall in excess of evaporation===========> 1.days
25 year - 24 hour rainfall=================_ inches
_ -_> 6.8 inches
Side slopes=======================____-__-_-_> 1.0 feet
Inside top length==========================-> 0.0 1
Inside top width_____________________ _ -> 250.0 feet
Top of dike elevation=======================> 252.0 feet
Bottom of lagoon elevation__________________> 42.0 feet
Total required volume_______________________-� 42.0 feet
Actual design volume=====_=====> 1228162 cu. ft.
Seasonal high watertable elevation (SHWT)===> 1265778 46.6 feetft.
Stop pumping elev.__________________________
Must be > or = to the SHWT elev.==========> 48.0 feet
Must be > or = to min. req. treatment el.=> 48.0 feet
Required minimum treatment volume=========== 4.feet
Volume at stop pumping elevation============> 776872 cu. ft.
Start pumping elev._______________________ > 7950.fe ft.
3
Must be at bottom of freeboard & 25 yr. rainfall
feet
Actual volume less 25 yr.- 24 hr. rainfall==> 1169445 cu. ft.
Volume at start pumping elevation======_====> 1152004 cu. ft.
Required volume to be pumped================>
Actual volume planned to be um ed==========> 355132 cu. ft.
Min. thickness of soil linerwhenre uir _ 355132 feet
ft.
q -- 1.5 feet
. BY: p
DATE: 04 6 DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

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 year - 24 hour storm for the location.
The volume of"waste generated -from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
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. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity 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 '�50:3 as marked by permanent marker. Stop:jpump-
out when the fluid level reaches elevation 148-.0 This temporary
storage, less 25 yr- 24 hr storm, contains 354229 cubic feet or
2649629 gallons.
N
I

ISHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. 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. All surface runoff is to be diverted from the lagoon to stable
outlets.
A
I
I
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The,Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
0

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J/'g � 4
9
60
j..
APR 022019
as

Emergency Action Plan
This plan will be implemented in the event that wastes from you operations are leaking, overflowing,
or running off the site. You should NOT wait until wastes reach surface waters or leave your
property to consider that you have a problem. You should make_ very effort to ensure that this does
not happen. This plan should be available to all employees at the facility, as accidents, leaks, and
breaks can happen at any time.
1) Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to problems are listed below:
a) Lagoon overflow:
* add soil to the berm to increase the elevation of the dam
* pump wastes to fields at an acceptable rate
* stop all additional flow to the lagoon (waterers)
call a pumping contractor
* make sure no surface water is entering the lagoon
Note: These activities should be started when your lagoon level has exceeded the temporary
storage level.
b) Runoff from waste application field:
* uiunediately stop waste application
* create a temporary diversion or berm to contain the waste on the field
• incorporate waste to reduce further runoff
c) Leaking from the waste distribution system:
a pipes and sprinklers:
Q stop recycle (flushing system) pump
® stop irrigation pump
® close valves to eliminate further discharge
® separate pipes to create an air gap and stop flow
Page 1

0 flush system, houses, solids separators:
® stop recycle (flushing system) pump
® stop irrigation pump
© make sure no siphon effect has been created
® separate pipes to create an air gap and stop flow
d) Leakage from base or sidewall of the lagoon. Often these are seepage as opposed
to flowing leaks:
• dig a small well or ditch to catch all seepage, put in a submersible pump, and
pump back into the lagoon
• if holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
• other holes may be likewise temporarily plugged with clay soil.
Note: For permanent repair measures, lagoon problems require the consultation of an individual
experienced in their design and installation.
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?
3) Contact appropriate agencies.
S52
a) During normal business hours, call your DWQ regional office: .9k9"946-6481; after hours,
emergency number: 800-858-0369 or 919-733-3942. Your phone call should include:
your name, facility, telephone number, the details of the incident, the exact location of the
facility, and the location or direction of movement of the spill, weather and wind
conditions, what corrective measures have been taken, and the seriousness of the
situation.
b) Your integrator: Goldsboro Hog Farms Division, Maxwell Foods, Inc.
919-778-3130 extension 1430
c) If the spill leaves the property or enters surface waters, call the local EMS:
919-794-5302 .
Page 2

d) Instruct EMS to contact the local Health Department: 919-794-5303,
e) (For technical assistance)
Contact CES: 919-794-5317
Local NRCS office: 919-794-5305
4) 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.
5) Contact contract pumping and/or irrigation equipment companies:
6)
bertie
a)
b)
c)
Contact dirt moving and/or heavy equipment companies:
a)
b)
c)
Page 3

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Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
.When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
9 Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
44
❑ A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
a 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 by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Si ature of I'd Owner/Manager
SigrAtuke o echnical Specialist
Date
51(�JIJ
Date