310857_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Facility Request for Certification of
y Currently covered by an Ex Coverage
_0I9, the North Carolina Expiring Sate Non -Discharge tsts for AGnimal Permit
� by these permits, Non -Discharge General p
end thesermits facilities that have Permits
must apply for been issued � for Animal Waste
- by the 1 Divisioneof Water renewal at leastCertificates tto their
Resources by180l3 days of Coverage to
not leave no later than April3, 2019,prior to their expirationquestion date.
. artist be signed and unanswered,
dated by the P Please verify all information jorntation
.m Number: 31— and snake
Facility Name: Goshen Rid
Landowner's Name (same as on
4. Landowner's Mailing Address:
City. Clinton
e Farms Certificate Of Coverage Number.
the Waste Management Plan):
905905 Coharier Goshen Rid e Farms LLC
Telephone Number: State: NC 910-592_3392 Ext.
5 Facility's Physical Address: E-mail:
fettermian innstar.net
242 Daniel Chestnut Rd
City' Mount
6. County where Facility is located: State: NC
Farm Manager's Name Dui
8.
(if different from Landowner):
Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Ste hen Wadsworth
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
OQratto-`
Swine
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
Cattle
Dairy Calf
Dairy Heifer
Milk Cow
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
910-592-3392 Ext.
Mu h -Brown LLC
Phone No.: 910910-3
85-7597
1011n Sar ent
Allowable
12,960
Dry Poultry
Non Laying Chickens
Laying Chickens
Pullets
Turkeys
Turkey Pullet
Wet r
Non Laying Pullet
Layers
Management Systems will
operate under these State
Therefore, all applications
any necessary corrections below.
AA W�0857
Zip: 28328
Zip: 28365
OIC tl: 989945
OtheT es
Horses - Horses
Horses - Other
Sheep - Sheep
Sheep - Other

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
SITE # 1
SITE #2
SITE #3
Estimated
Date
Built
1903- \ggsc
1993•!gI5
9't 3
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
G30I;)70
gbS13 1.
Estimated
Surface Area
(Square Feet)
1Oct,200
107, 30
Design Freeboard
"Redline"
(Inches)
76.041
ZA,0v114tkr
Zo .09 19750
Mail 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) to the 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
(e.g. composting, digesters, waste transfers, etc.)
your submittal.
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

V d'LO Iy;U orM;rrom:ra rCloth & rairC loth
To:2933138 ;9185928590 # 4/ 9
1 lineal that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that.
if all required parts or 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
representation, or ccnifrcation in any application may be
Section 1001 provides a punishment by a fine of not more
a similar offense.)
143.215.6B, any person who knowingly makes any false statement,
subject to civil penahies up to S25.000 per violation. (18 U.S.C.
than 510,000 or imprisonment of not more than 5 years, or both for
Printed Name of Signing Official (Landowner. or if multiple Landowners all landowners should sign. If Landowner is a
corporation. Rlsignatuurre should be by a principal executive officer of the corporation):
�
Name: ajsCs y\ W. F...,errn�ac M4h Title: O(iJ y /rna�.o�er
Signature: G�,,,u W. aT4.fAiun4� Date: 342G )ao ) Q
Name: Title:
Signature: Date:
Name: Titles:
Signature:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ_DWR
Animal Feeding Operations Program
1636 Mall Service Center
Raleigh, North Carolina 27699.1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Murphy -Brown, LLC 3/29/2018
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
County:
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water 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 the waste
is to be applied.
Murphy -Brown, LLC
Goshen Ridge Fac. # 31-857
Duplin
P.O. Box 856
Warsaw, NC 28398
12,960
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at Tess than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
Capacity Type Waste Produced per Animal
12960
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
3203 gal/yr
3861 gal/yr
10478 gal/yr
191 gal/yr
776 gal/yr
927 gal/yr
Total
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity
Total
gal/yr
gal/yr
gal/yr
gal/yr
gallyr
12,013,920 gal/yr
12,013,920 gal/yr
12960
Type Nitrogen Produced per Animal
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
3.8436 Ibstyr
6.9498 Ibs/yr
18.8604 Ibs/yr
0.3438 Ibs/yr
1.3968 Ibstyr
1.6686 Ibs/yr
Total
Ibs/yr
Ibstyr
Ibs/yr
Ibstyr
Ibstyr
21,625 Ibstyr
Total 21,625 Ibstyr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage:
Total N Required 1st Year:
Total N Required 2nd Year:
115.69
34818.148
0
Average Annual Nitrogen Requirement of Crops: 34,818.15
Total Nitrogen Produced by Farm: 21,625.06
Nitrogen Balance for Crops: (13,193.09)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 8

Reception Area Specifications
Tract
Field
or Pull
Irrigated
Acreage
Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N
Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N
Code A I Yield Ibs N/Unit Residual /Ac Utilized
Total
Lbs N/Ac
Total Ibs N
Utilized
Goshen Ridge
1
5.25
Ls8
B/C
Mar -Sept
5.4
42.88
232
1215.648
L
Sept -April
1
50
50
262.5
281.552
1478.148
2
4.4
LsB
B/C
Mar -Sept
5.4
42.88
232
1018.829
L
Sept -April
1
50
50
220
281.552
1238.82°
3
3.12
Ls8
B/C
Mar -Sept
5.4
42.88
232
722.4422
L
Sept -April
1
50
50
156
281.552
878.4422
4
6.02
LsB
B/C
Mar -Sept
5.4
42.88
232
1393.943
L
Sept -April
50
50
301
281.552
1694.943
5A
4.12
AuB
C
Mar -Sept
5.5
49
270
1110.34
L
Sept -April
50
50
206
319.5
1316.34
58
4.9
AuB
C
Mar -Sept
5.5
49
270
1320.55
L
Sept -April
1
50
50
245
319.5
1565.55
6A
6.41
Au8
C
Mar -Sept
5.5
49
270
1727.495
L
Sept -April
1
50
50
320 5
319.5
2047.995
68
6.05
Au8
C
Mar -Sept
5.5
49
270
1630.475
L
Sept -April
1
50
50
303
319.5
1932.975
7A
6.7
AuB
C
Mar -Sept
5.5
49
270
1805.65
L
Sept -April
1
50
50
335
319.5
2140.65
78
6.75
AuB
C
Mar -Sept
5.5
49
270
1819.125
L
Sept -April
1
50
50
338
319.5
2156.625
8
1.75
AuB
C
Mar -Sept
5.5
49
270
471.625
L
Sept -April
50
50
87.5
319.5
559.125
9
2.55
AuB
C
Mar -Sept
5.5
49
270
687.225
L
Sept -April
1
50
50
128
319.5
814.725
10A
3.46
AuB
C
Mar -Sept
5.5
49
270
932.47
L
Sept -April
50
50
173
319.5
1105.47
10B
4.68
AuB
C
Mar -Sept
5.5
49
270
1261.26
L
Sept -April
1
50
50
234
319.5
1495.26
11
0.9E
AuB
B/C
Mar -Sept
5.5
42.88
236
231.1232
L
Sept -April
1
50
50
49
285.84
280.1232
12
4.78
AuB
B/C
Mar -Sept
5.5
42.88
236
1127.315
L
Sept -April
1
50
50
239
285.84
1366.315
13
4.8
AuB
B/C
Mar -Sept
5.5
42.88
236
1132.032
L
Sept -April
1
50
50
240
285.84
1372.032
14
5.81
AuB
B/C
Mar -Sept
5.5
42.8E
236
1370.23
L
Sept -April
1
50
50
290.5
285.84
1660 73
15
6.45
AuB
B/C
Mar -Sept
5.5
42.88
236
1521.168
L
Sept -April
1
50
50
322.5
285.84
1843.668
16
1.7
AuB
B/C
Mar -Sept
5.5
42.88
236
400.928
L
Sept -April
1
50
50
85
285.84
485.928
S
Sub 1
4.55
LsB
B/C
Mar -Sept
5.5
42.86
236
1073.072
L
Sept -April
1
50
50
228
285.84
1300.572
S
Sub 2
6.36
AuB
C
Mar -Sept
5.5
49
270
1714.02
L
Sept -April
1
50
50
318
319.5
2032.02
S
Sub 3
8.51
AuB
B/C
Mar -Sept
5.5
42.88
236
2006.998
L
Sept -April
1
50
50
426
285.84
2432.498
S
Sub 4
1.82
AuB
B/C
Mar -Sept
5.5
42.88
236
429.228E
L
Sept -April
1
50
50
91
285.84
520.2288
S
Sub 5
2.36
McC
8/C
Mar -Sept
6.0
40.25
242
569.94
L
Sept -April
1
50
50
118
291.5
687.94
Sub 6
1.41
McC
B/C
Mar -Sept
6.0
40.25
242
340.515
L
Sept -April
1
50
50
71
291.5
411.015
(This is optional and.)
0
0
Goodson -Wets
1
43
AuB
D
Feb15-Jun
102.0
1.02
15
89
3828.72
N
Sept -April
45
2.32
104.4
4489.2
193.44
8317.92
43
Au8
0
Apr-Sept15
25.0
3.98
100
4278.5
0
0
99.5
4278.5
Totals: 115.69 37140.87 10273.7 34818.15
3(a) of 8

Reception Area Specifications
Tract Field Irrigated soil lst Crop
AcroaBe
Type
Code
Time to 1st Crop 1st Crop Lbs NfAc Lbs N Total Ibs
Apply Yield Ibis Wllnit Residual /Ac Utilized
N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs
Code Apply Yield Ibs N/Unb
N Total
Total Ibs N
Reeidual
/Ac
Utilized
Lbs N/Ac
Utilized
i_
Totals: - 0 0
0
0
3(b) of 0

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop Lbs N utilized / unit yield
A Barley 1.6 Ibs N / bushel
B Hybrid Bermudagrass - Grazed 50 Ibs N / ton
C Hybrid Bermudagrass - Hay 50 Ibs N / ton
D Corn - Grain 1.25 Ibs N / bushel
E Corn - Silage 12 Ibs N / ton
F Cotton 0.12 Ibs N / Ibs lint
G Fescue - Grazed 50 Ibs N / ton
H Fescue - Hay 50 Ibs N / ton
I Oats 1.3 Ibs N / bushel
J Rye 2.4 Ibs N / bushel
K Small Grain - Grazed 50 Ibs N / acre
L Small Grain - Hay 50 Ibs N / acre
M Grain Sorghum 2.5 Ibs N / cwt
N Wheat 2.4 Ibs N / bushel
O Soybean 4.0 Ibs N / bushel
P Pine Trees 40 Ibs N / acre / yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Far Specifications
m peci cations PAN/yr/animal Farm Totawyr
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
Wean to Finish 0.306
12960 Feeder to Finish 0.36
4665.6
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 4665.6 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 23328 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 77 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 186.624 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop in/hr * inches
1 LsB B/C 0.5 1
2 LsB B/C 0.5 1
3 LsB B/C 0.5 1
4 LsB B/C 0.5 1
5A AuB C 0.6 1
5B AuB C 0.6 1
6A AuB C 0.6 1
6B AuB C 0.6 1
7A AuB C 0.6 1
7B AuB C 0.6 1
6 AuB C 0.6 1
9 AuB C 0.6 1
10A AuB C 0.6 1
10B AuB C 0.6 1
11 AuB B/C 0.6 1
12 AuB B/C 0.6 1
13 AuB B/C 0.6 1
14 AuB B/C 0.6 1
15 AuB B/C 0.6 1
16 AuB B/C 0.6 1
Sub 1 LsB B/C 0,5 1
Sub 2 AuB C 0.6 1
Sub 3 AuB B/C 0.6 1
Sub 4 AuB B/C 0.6 1
Sub 5 McC B/C 0.65 1
Sub 6 McC B/C 0.65 1
Goodson -We 1 AuB D 0.6 1
AuB 0 0.6 1
6 of 8

Additional Comments:
The Nitrogen rate used on Pulls 1-4, 11-16, Sub 1 and Sub 3-6 are written
for a Bermuda hay and grazing combination. Small Grain can be
either hay or grazed
At least one cutting of hay will be removed from these fields each year.
Goodson - Wells land is optional and a 1 year agreement has been signed.
That acreage isn't included in the total on page 2 since it's optional land.
3/29/2018 - NUP was revised to reflect current production rates and R.Y.E.'s.
7 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Goshen Ridge Fac. # 31.857
Owner: Murphy -Brown, LLC
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Murphy - Brown, LLC
Signature:
Name of Manager (if different from owner):
Signature:
`-t 5 _ ice'
Date
Name of Technical Specialist:
Affiliation:
Address:
Signature:
Date
Toni W. King
Murphy -Brown, LLC.
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
8 of 8
Date

NUTRIENT UTILIZATION PLAN
1
2
3
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited
There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of applications
for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field
(See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
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 land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. 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 the crop or forages
breaking dormancy.
11
12
13
14
Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property
boundary and canal. Animal waste, other than swine waste from facilities sited on or after
October 1, 1995, shall not be applied closer than 25 feet to perennial waters.
Animal waste shall not be applied closer than 100 feet to wells.
Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
Waste shall be applied in a manner not to reach other property and public right-of-ways.
Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
15 provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
16
2 of 3

NUTRIENT UTILIZATION PLAN
17
REQUIRED SPECIFICATIONS
(continued)
A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
19 basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
Animal waste can be used in a rotation that includes vegetables and other crops for direct
20 human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
Highly visible markers shall be installed to mark the top and bottom elevations of the
21 temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
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
22 nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
3 of 3

PSF Goshen Ridge Farm
Fac. No.: 31-857
Scales 1 "=500'
Total Field 4 = 3.52 Ac.
Wetted = 1.70 Ac.
Sub 4 = 1.82 Ac.
Total Field 3 = 31.33 Ac.
Wetted = 22.82 Ac.
Sub 3 = 8.51 Ac.
Specifications:
Hobbs 1030 Troveler
w/Nelson 150 Big Gun
w/1.18- nozzle 0 50 psi
205 gpm; 300' WO
240' & 180' Lane Spacings
Totcl Field 6
= 1.41 Ac.
Total Field 2 = 53.73 Ac.
Wetted = 47.37 Ac.
Sub 2 = 6.36 Ac
wow w/+oo'
offsets
Total Field 1 = 23.34 Ac.
Wetted = 18.79 Ac.
Sub 1 = 4.55 Ac.
Rd` n
002919
�FSI GNER
`�pRIIV K5t,'

Grower: Goshen Ridge 1
Address: PO Box 856
Warsaw, NC 28398
Count • Du i lin
ANAEROBIC
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
WASTE
Designed By: KBW
Checked By: DSE
Date: 12/23/08
Sheet 1 of 7
LAGOON DESIGN
Farm Population:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to Sept. 1996?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev:
Freeboard:
Emergency Spillway Flow Depth:
Side Slopes:
Inside Top Length:
Inside Top Width:
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
LAGOON VOLUME
Storm Stor =
Temporary =
Permanent =
Total Volume
REQUIRED VOL.
68250 (Cu.Ft.)
206121 (Cu.Ft.)
583200 (Cu.Ft.)
857,571 (Cu.Ft.)
1/2 Treatment Volume =
1/2 Treatment Volume Elevation =
90 Temporary Storage Volume Elevation
Min, Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
(Y/N)
(YIN)
(YIN)
(Y/N)
Depth
12.00 Ft.
20,04 In.
48 In.
N
N
Y
N
0
0
4320 Hd.
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
tttr 6/.61)
1.0 Ft.
3 :1 (H:V)
420.0 Ft.
260.0 Ft,
56.00 Ft.
44.00 Ft.
54.33 Ft.
52.00 Ft.
DESIGN VOLUMES % REQ'D.
69,124 (Cu.Ft.)
228,650 (Cu.Ft.)
632,496 (Cu.Ft.)
930,270 (Cu.Ft.)
291,600 (Cu.Ft.)
48.65 Ft.
52.99 Ft.
101.28%
110.93%
108.45%
108.48%
88.16 In.
36.10 In.
1.8 Ft.
109,200 S.F.
Murphy -Brown, LLC Engineering
P O. Box 856 ,Warsaw, NC 28398 [phone]

Elevation (FT.)
44.00
45.00
46.00
47.00
48.00
49.00
50.00
51.00
52.00
53.00
54.00
55.00
56.00
rgrower: Goshen Ridge 1
Address: PO Box 856
Warsaw, NC 28398
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 12/23/08
Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: �Cu. Ft,
LAGOON STAGE -AREA VOLUMES
Contour
Area (SF)
65,424
68,676
72,000
75,396
78,864
82,404
86,016
89,700
93,456
97,284
101,184
105,156
109,200
Incr. Vol. (Cu. FT)
67,050
70,338
73,698
77,130
80,634
84,210
87,858
91,578
95,370
99,234
103,170
107,178
Cumul. Vol. (Cu. FT)
0
67,050
137,388
211,086
288,216
368,850
453,060
540,918
632,496
727,866
827,100
930,270
1,037,448
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 857,571 CF CUMULATIVE VOL. ZONE VOL. 108.48%
END PUMP = =
START PUMP =
MAX STORAGE =
52.00
54.33
55.00
FT
FT
FT
632,496 CF TR'MT
861,146 CF TEMP
930,270 CF STORM
632,496
228,650
69,124
108.45%
110.93%
101.28%
Murphy -Brown, LLC Engineering
P.O. Box 856 ,Warsaw, NC 28398 (.910) 293-3434

Grower: Goshen Ridge 1
Address: PO Box 856
Warsaw, NC 28398
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 12/23/08
Sheet3of7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity ALW * (tuft./Ib) = Total
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
4,320
135
1.00
583,200
Farrow to weanting
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
583,200
Animal Type Capacity ALW " (cu.ft./Ib) = Total)
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
4,320
135
0.00
0
Farrow to weanting
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludae Storaae Volume (cu. ft.1= 0
Temporary Storage Volume:
Manure Production:
'Animal Type Capacity* Sto. Period d./day) = Total
Nursery
0
180
0.30
—
—0
Wean to Finish
0
180
1.17
0
1.065,312
0
0-
Finishing
4,320
180
1.37
4.39
Farrow to weanting
0
0
180
Farrow to feeder
180
5.30
Farrow to finish
0
180
14.38
0
0
Boars
0
180
4.06
Total Manure Product on (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
1,065,312
142,421
IIAntmal Type Capacity" Sto. Period d./day) = Total
Nursery
0
180
0.00
0
Wean to Finish
0
180
0,00
0
0
Finishing
4,320
180
0.00
Farrow to weanting
0
180
0,00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0
Murphy -Brown, LLC Encjinooriny P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Goshen Ridge 1
Address: PO Box 856
Warsaw, NC 28398
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 12/23/08
Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol,=(Lagoon Surface Area + Additional Drainage Area)* Rainfall / 12in.lft
Vol.= (109200 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) " 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (109200 sq.ft + 0 sq.ft.) ' 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
VoI.= (109200 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.)
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) =
Total Required Permanent Storage
(Treatment + Sludge) =
1vlrrrply•Brow',. LLC Engineering
TOTAL REQUIRED VOLUME = 857571 (CU.FT.)
63,700
68,250
68,250 (CU.FT)
206,121 (CU.FT)
583,200 (CU.FT)
i'0.. 13nx R[ili, Wnrsnw /VC; 28398 (910) 293-: 43,1
0

Grower: Goshen Ridge 1
Address: PO Box 856
Warsaw, NC 28398
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 12/23/08
Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr, Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
TOTAL DESIGN VOLUME 930270 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
Murphy -Brown, 11.e t nn/inuorinq
56.00 FT.
Not AI Applicable
55.00 FT.
Not Applicable
54.33 FT.
52.00 FT.
Not Applicable
0.00
44.00 FT.
420.00 FT.
260.00 FT.
3:1 H:V
109,200 SF
1.8 FT.
1.00 FT.
180 Days
8.0 FT.
2.3 FT,
1.7 FT.
12.0 FT.
P.O. Box 856, Warsaw NC 28398 [phone]

Grower:
Address:
County:
Goshen Ridge 1
PO Box 856
Warsaw, NC 28398
Duol:n
Designs KB\v
Checker DSE
Date: 12/23/08
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 56.00
STRT PMP EL.= 54.33
END PMP EL. = 52.00
TOP OF STORM ELEV = 55.00
TOP OF TEMP STORAGE ELEV = 54.33
TOP OF TREAT ELEV = 52.00
FINISHED BOTTOM ELEV = 44.00
SHWT = 0.00
Murphy -Brown. LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

8nnwnc Goshen 1 o Ridge Designed By: KBVV
Address: P0Box 850 Checked By: DSE
Warsaw, NC28388 Date: 12/23/08
This livestock waste treatment lagoon is designed in accordance with the United S\»iox
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior toJune, 10QO.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
|V\T| i--"
-
- `"o,�)'-j
COMMENTS:
'
.This design inupdate o/start and stop pump elevations and h`show the 1/2
treatment m/ome level for sludge storage. This design does not oupurmedothe
original certification of the farm.
LLCEnginooring
P.O. Box 856,Warsaw NC283V [phone]

Grower: Goshen Ridge 2
Address: PO Box 856
Warsaw, NC 28398
County: Duplin
ANAEROBIC
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
WASTE
Designed By: KBW
Checked By: DSE
Date: 12/23/08
Sheet 1 of 7
LAGOON DESIGN
Farm Population:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to Sept. 1996?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev:
Freeboard:
Emergency Spillway Flow Depth:
Side Slopes:
Inside Top Length:
Inside Top Width:
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
LAGOON VOLUME
Storm Stor =
Temporary =
Permanent =
Total Volume =
REQUIRED VOL.
70000 (Cu.Ft.)
207755 (Cu.Ft.)
583200 (Cu.Ft.)
860,955 (Cu.Ft.)
(Y/N)
(Y/N)
(Y/N)
(Y/N)
Depth
12.00 Ft.
20.04 In.
48 In.
N
N
Y
N
0
0
4320 Hd.
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
0:00 3
1.0 Ft.
3 :1 (H:V)
320.0 Ft.
350.0 Ft.
36,00 Ft.
24.00 Ft.
34.33 Ft.
32.00 Ft.
DESIGN VOLUMES % REQ'D.
71,060 (Cu.Ft.)
235,564 (Cu.Ft.)
658,736 (Cu.Ft.)
965,360 (Cu.Ft.)
1/2 Treatment Volume =
1/2 Treatment Volume Elevation =
90 Temporary Storage Volume Elevation =
291,600 (Cu.Ft.)
28.78 Ft.
33.02 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
101.51%
113.39%
112.95%
112.13%
86.66 In.
35.80 In.
1.8 Ft.
112,000 S.F.
Murphy -Brown, LLC Engineering
P 0 Box 856 ,Warsaw, NC 28398 [phone]

rGrower:
Address:
County:
Goshen Ridge 2
PO Box 856
Warsaw, NC 28398
Duplin
Designed By:
Checked By: DSE
Date: 12/23/08
Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.) Area (SF) Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT)
24.00 68,944 0
25.00 72,136 70,540 70,540
26.00 75,400 73,768 144,308
27.00 78,736 77,068 221,376
28.00 82,144 80,440 301,816
29.00 85,624 83,884 385,700
30.00 89,176 87,400 473,100
31.00 92,800 90,988 564,088
32.00 96,496 94,648 658,736
33.00 100,264 98,380 757,116
34.00 104,104 102,184 859,300
35.00 108,016 106,060 965,360
36.00 112,000 110,008 1,075,368
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 860,955 CF
END PUMP = = = = 32,00 FT
START PUMP = = : 34.33 FT
MAX STORAGE = 35.00 FT
CUMULATIVE VOL.
658,736 CF TR'MT
894,300 CF TEMP
965,360 CF STORM
ZONE VOL.
112.13%
658,736 112.95%
235,564 113.39%
71,060 101.51%
Murphy -Brown, LLC Engineering
P 0 Box 856 ,Warsaw, NC 28398 [phone]

Grower: Goshen Ridge 2
Address: PO Box 856
Warsaw, NC 28398
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 12/23/08
Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity ALW * (cu.ft./Ib) = Total
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
4,320
135
1.00
583,200
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
583,200
!Animal Type Capacity ALW ' (cu.ft./Ib) = Total
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
4,320
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
Animal Type Capacity' Sto. Period d./day) = Total ]J
Nursery
0
180
0.30
0
Wean to Finish
0
180
1.17
0
Finishing
4,320
180
1.37
1,065,312
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Product on (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
1,065,312
142,421
(Animal Type Capacity' Sto. Periodd./day) ='total
Nursery
0
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
4,320
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals,)=
Total Fresh Water Excess (cu.ft.)=
0
0
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Goshen Ridge 2 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/23/08
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont,)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area • Additional Drainage Area) ' Rainfall / 12in./ft
Vol.= (112000 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Adcit'I Drainage Area)* 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (112000 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area)* "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (112000 sq.ft + 0 sq.ft.) 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) _
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(25Yr. / 24Hr. Storm + 'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr Water + Rainfall Excess + Additional Water Storage) =
Total Required Permanent Storage
(Treatment + Sludge) =
TOTAL REQUIRED VOLUME = 860955 (CU.FT.)
Murphy -Brown, 1.1.0 Engineering
65,333
70,000
70,000 (CU.FT)
207,755 (CU.FT)
583,200 (CU.FT)
() Box 856, War:;aly NC ;')8 398 [phone]
0

Grower: Goshen Ridge 2 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/23/08
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
TOTAL DESIGN VOLUME = 965360 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
36.00 FT.
Not AI Applicable
35.00 FT.
Not Applicable
34.33 FT.
32.00 FT.
Not Applicable
0.00
24.00 FT.
320.00 FT.
350.00 FT.
3:1 H:V
112,000 SF
1.8 FT.
1.00 FT.
180 Days
8.0 FT.
2.3 FT.
1.7 FT.
12.0 Ff.
C4rrri,hy f1rr wo, ! ! C ErrcJl000 iurj
f) D. Box 85(3. Worsaw NO 28398 (910) 293-.3434

Grower:
Address:
County:
Goshen Ridge 2
PO Box 856
Warsaw, NC 28398
Duolin
Designe KBVV
Checker DSE
Date: 12/23/08
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 36.00
STRT PMP EL= 34.33
END PMP EL. = 32.00
TOP OF STORM ELEV = 35.00
TOP OF TEMP STORAGE ELEV = 34.33
TOP OF TREAT ELEV = 32.00
FINISHED BOTTOM ELEV = 24.00
SHWT=0.00
Murphy -Brown. LLC Engineering
P.O. Box 856. Warsaw NC 28398 [phone]

Grower: Goshen Ridge 2 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/23/08
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
DESIGNED:
DAT E
COMMENTS:
NOTE: See attached Waste Utilization Plan
'
r' 1.jc-S'
00{,
0 ••'s�Fi.ssi''
SEAL
7.1
l)2399,1
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Goshen Ridge 3
Address: PO Box 856
Warsaw, NC 28398
County: Duplin
Designed By: KBW
Checked By: DSE
Date:
Sheet 1 of 7
12/23/08
ANAEROBIC
WASTE
LAGOON DESIGN
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Farm Population:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to Sept. 1996?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev:
Freeboard:
Emergency Spillway Flow Depth:
Side Slopes:
Inside Top Length:
Inside Top Width:
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
LAGOON VOLUME
Storm Stor =
Temporary =
Permanent =
Total Volume =
REQUIRED VOL.
65813 (Cu.Ft.)
203846 (Cu.Ft.)
583200 (Cu.Ft.)
852,859 (Cu.Ft.)
(YIN)
(Y/N)
(YIN)
(Y/N)
Depth
12.00 Ft.
20.04 In.
48 In.
N
N
N
0
0
4320 Hd.
0
0
0
0
180 Days
7.5 In.
7.0 In.
0
0
0,00
1.0 Ft,
3 :1 (H:V)
405.0 Ft.
260.0 Ft.
61.00 Ft.
49.00 Ft.
59.33 Ft.
57.00 Ft.
DESIGN VOLUMES °A) REQ'D.
66,601 (Cu.Ft.)
220,148 (Cu.Ft.)
607,056 (Cu.Ft.)
893,805 (Cu.Ft.)
1/2 Treatment Volume
1/2 Treatment Volume Elevation =
90 Temporary Storage Volume Elevation =
291,600 (Cu.Ft.)
53.51 Ft.
57.96 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
101.20%
108,00%
104.09%
104.80%
89.92 In.
36.46 In.
1.8 Ft.
105,300 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398
[phone]

Elevation (FT.)
49.00
50.00
51.00
52.00
53.00
54.00
55.00
56.00
57.00
58.00
59.00
60.00
61.00
Grower: os en Ri ge 3
Address: PO Box 856
Warsaw, NC 28398
County: Du•lin
Designe By:-KE W
Checked By: DSE
Date: 12/23/08
Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Area (SF)
62,604
65,766
69,000
72,306
75,684
79,134
82,656
86,250
89,916
93,654
97,464
101,346
105,300
Incr. Vol. (Cu. FT)
64,185
67,383
70,653
73,995
77,409
80,895
84,453
88,083
91,785
95,559
99,405
103,323
Cumul. Vol. (Cu. FT)
0
64,185
131,568
202,221
276,216
353,625
434,520
518,973
607,056
698,841
794,400
893,805
997,128
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 852,859 CF CUMULATIVE VOL. ZONE VOL. 104.80%
END PUMP = _ = = 57.00 FT 607,056 CF TR'MT 607,056 104.09%
START PUMP = _ , 59.33 FT 827,204 CF TEMP 220,148 108.00%
MAX STORAGE = 60.00 FT 893,805 CF STORM 66,601 101.20%
Murphy -Brown, 1.1 C Engineering
P.O. Box 856 ,Warsaw, NC 28398 (910} 293-3434

Grower: Goshen Ridge 3
Address: PO Box 856
Warsaw, NC 28398
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 12/23/08
Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity ALW " (cuJt./Ib) = Total
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
4,320
135
1.00
583,200
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
583,200
Animal Type Capacity ALW * (cu.ft./Ib) = Total
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
4,320
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
0
Animal Type
Capacity ` Sto, Period d./day) = Total
Nursery
Wean to Finish
Finishing
Farrow to weanling
Farrow to feeder
Farrow to finish
Boars
Excess Fresh Water:
0
0
4,320
0
0
0
0
180
180
180
180
180
180
180
Total Manure Product on (gals.)=
Total Manure Production (cu.ft.)=
0.30
1.17
1.37
4,39
5.30
14,38
4.06
0
0
1,065,312
0
0
0
1,065.312
142,421
!Animal Type Capacity * Sto. Period J./day) = Total
Nursery
0
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
4,320
_
180
0.00
0
0
Farrow to weanling
0
180
0.00
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0
0
Murphy -Brown, LLC Engineering P.O. f3ox 856, Warsaw NC 28398
[phone]

i
Grower: Goshen Ridge 3 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/23/08
Duplin Sheet 4 of 7
Coun(y:
Temporary Storage Volume: (Cont.j
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area)* Rainfall / 12in./ft
Vol.= (105300 sq.ft. + 0 sq.ft.) ` 7 in, /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area)* 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (105300 sq.ft + 0 sq.ft.) 7.5 in. /12 in./ft.
Total Required Volume for 25Yr./24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (105300 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu,ft.) _
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) =
Total Required Permanent Storage
(Treatment + Sludge) =
TOTAL REQUIRED VOLUME = 852859 (CU.FT.)
61,425
65,813
65,813 (CU.FT)
203,846 (CU.FT)
583,200 (CU.FT)
0
0
h1urphy-Brown, LI.C: f7nyineurirr</ / .�). Jinx 8! G. Wu,cnw NC: 2l?.' 98 • (91O 293-;i431

Grower: Goshen Ridge 3 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/23/08
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 24Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
TOTAL DESIGN VOLUME = 893805 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
61.00 FT.
Not Al Applicable
60.00 FT.
Not Applicable
59.33 FT.
57.00 FT.
Not Applicable
0.00
49.00 FT.
405.00 FT.
260.00 FT.
3:1 H:V
105,300 SF
1.8 FT.
1.00 FT.
180 Days
8.0 FT
2.3 FT
1.7 FT
12.0 FT
Murphy -Brown, LLC Eng:norring
P.O. Box 856, Warsaw NC 28398 [phone]

Grower:
Address:
County:
Goshen Ridge 3
PO Box 856
Warsaw, NC 28398
Duplin
Designe KB4v
Checke( DSE
Date: 12/23/08
Sheet6of7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 61.00
STRT PMP EL.= 59.33
END PMP EL. = 57.00
TOP OF STORM ELEV = 60.00
TOP OF TEMP STORAGE ELEV = 59.33
TOP OF TREAT ELEV = 57.00
FINISHED BOTTOM ELEV = 49.00
SHWT = 0.00
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

Grower: Goshen Ridge 3 Designed By: KBW
Address: PO Box 856 Checked By: DSE
Warsaw, NC 28398 Date: 12/23/08
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
``to II I `,
01-1C
DESIGNED: J�trvtc� ) j4� ��y��
DATE: / 2-/2- 3/06
NOTE: See attached Waste Utilization Plan
'lit,1111 01 �,
COMMENTS:
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398 [phone]

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.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available in
the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped down
to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization
plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
• Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon
water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should include,
as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
2

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
3

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large -
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil -test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.
6

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the darn. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
7

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
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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.
A.
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.
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 flow 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 cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
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 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 the lagoon bottom as soon
as possible.
8

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, 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 the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the 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 the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown, LLC
b. Contractors Address: P.O. Box 856, Warsaw, NC 28398
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 293 - 5330
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.
9

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
(✓) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
( ) Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
(✓) Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Decaying vegetation (✓)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation 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 and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage 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).
MIC — November 11, 1996
10

Dry Manure Handling Accumulations of animal () Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days 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.
The issues checked () pertain to this operation. The landowner / integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landowner Signature)
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
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause
BMP's to Minimize Odor Site Specific Practices
Farmstead
Swine production
(1)Vegetative or wooded buffers:
(v)Recommended best management
practices;
(v)Good judgment and common sense
Animal body Dirty manure
surfaces covered animals
( )Dry floors
Floor surfaces
Wet manure -covered
floors
(/)Slotted floors;
(i)Waterers located over slotted floors;
(1)Feeders at high end of solid floors;
(1)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine (1)Frequent manure removal by flush, pit
pits recharge or scrape
( )Underfloor ventilation
Partial microbial
decomposition
Ventilation
exhaust fans
Volatile gases (1)Fan maintenance;
Dust (1)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 liquid while tanks
are filling
( )Flush tank covers
( )Extend fill lines to near bottom of tanks
with anti -siphon vents
Flush alleys
Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge
points
Agitation of recycled
lagoon liquid while pits
are filling
( )Extend recharge lines to near bottom of
pits with anti -siphon vents
Lift stations
Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain
collection or
junction boxes
Agitation during waste ( )Box Covers
water conveyance
End of drain Agitation during waste
pipes at lagoon water
( )Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
Biological mixing
Agitation
(1)Proper lagoon liquid capacity
(1)Correct lagoon startup procedures
( )Minimum surface area -to -volume ratio
(✓)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation
nozzles Wind draft
(i)Irrigate on dry days with little or no wind
(V)Minimum recommended operation pressure
(v)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC — November 11, 1996
12

Storage tank or
basin surface
Partial microbial ( )Bottom or midlevel loading
decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure, slurry or
sludge spreader
outlets
Agitation when spreading
Volatile gas emissions
( )Soil injection of slurry/sludges
( )Wash residual manure from spreader after use
( )Proven biological additives or oxidants
Dead animals
Carcass decomposition ( )Proper disposition of carcasses
Dead animal
disposal pits
Carcass decomposition ( )Complete covering of carcasses in burial pits
( )Proper location / construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water
around facilities
improper drainage (1)Farm access road maintenance
Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access (1)Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge --Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers
Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management P�r /J ctic s h e bI en reviewed
with me.
(Landowner Signature)
13

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 will 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)
1a

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Flush gutters • Accumulation of solids
Lagoons and pits • Crusted solids
Excessive vegetative • Decaying vegetation
growth
Feeders • Feed spillage
AMIC — November 11, 1996, page 1
X
X
Liquid Systems
Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
Remove bridging of accumulated solids at
discharge
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 to
8 inches over more than 30 percent of surface
Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
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- to
10-day interval during summer; 15- to 30-day
interval during winter)

Insect Control Checklist for Animal Operations
Source Cause
Feed storage • Accumulations of feed residues
X
X
BMPs to Control Insects
Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by ensuring drainage is away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products)
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed
Site Specific Practices
Animal holding areas . Accumulations of animal wastes
and feed wastage
Dry manure handling • Accumulations of animal wastes
systems
X
X
Eliminate low areas that trap moisture along
fences and other locations where waste
accumulates and disturbance by animals is
minimal
Maintain fence rows and filter strips around
animal holding areas to minimize accumulations
of wastes (i.e., inspect for and remove or break up
accumulated solids as needed)
Remove spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 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 handlin L areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC — November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source
Farmstead
Cause
• Swine production
X
X
X
BMPs to Minimize Odor
Vegetative or wooded buffers
Recommended best management practices
Good judgment and common sense
Site Specific Practices
Animal body surfaces • Dirty manure -covered animals
X
Dry floors
Floor surfaces
• Wet manure -covered floors
X
X
X
X
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
• Partial microbial decomposition
X
X
Frequent manure removal by flush, pit recharge,
or scrape
Underfloor ventilation
Ventilation exhaust
fans
• Volatile gases
• Dust
X
X
Fan maintenance
Efficient air movement
Indoor surfaces
• Dust
X
X
Washdown between groups of animals
Feed additives
Feeder covers
Feed delivery downspout extenders to feeder
covers
Flush tanks
• Agitation of recycled lagoon
liquid while tanks are filling
Flush tank covers
Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys
• Agitation during wastewater
conveyance
AMOC — November 11, 1996, page 1
Underfloor flush with underfloor ventilation

Swine Farm Waste Management Odor Control Checklist
Source
Pit recharge points
Lift stations
Outside drain
collection or junction
boxes
Cause
• Agitation of recycled lagoon
Liquid while pits are filling
• Agitation during sump tank
filling and drawdown
• Agitation during wastewater
conveyance
BMPs to Minimize Odor
Extend recharge lines to near bottom of pits with
anti -siphon vents
Sump tank covers
Box covers
Site Specific Practices
End of drainpipes at
lagoon
Lagoon surfaces
Irrigation sprinkler
nozzles
• Agitation during wastewater
conveyance
• Volatile gas emissions
• Biological mixing
• Agitation
• High pressure agitation
• Wind drift
X
X
X
X
X
II
X
X
X
Extend discharge point of pipes underneath
lagoon liquid level
Proper lagoon liquid capacity
Correct lagoon startup procedures
Minimum surface area -to -volume ratio
Minimum agitation when pumping
Mechanical aeration
Proven biological additives
Irrigate on dry days with little or no wind
Minimum recommended operating pressure
Pump intake near lagoon liquid surface
Pump from second -stage lagoon
Storage tank or basin
surface
• Partial microbial decomposition
• Mixing while filling
• Agitation when emptying
AMOC — November 11, 1996, page 2
Bottom or midlevel loading
Tank covers
Basin surface mats of solids
Proven biological additives or oxidants

Swine Farm Waste Management Odor Control Checklist
Source
Settling basin surface
Manure, slurry, or
sludge spreader outlets
Cause
• Partial microbial decomposition
• Mixing while filling
• Agitation when emptying
• Agitation when spreading
• Volatile gas emissions
BMPs to Minimize Odor
Extend drainpipe outlets underneath liquid level
Remove settled solids regularly
Soil injection of slurry/sludges
Wash residual manure from spreader after use
Proven biological additives or oxidants
Site Specific Practices
Uncovered manure,
slurry, or sludge on
field surfaces
• Volatile gas emissions while
drying
Soil injection of slurry/sludges
Soil incorporation within 48 hours
Spread in thin uniform layers for rapid drying
Proven biological additives or oxidants
Dead animals
• Carcass decomposition
X
Proper disposition of carcasses
Dead animal disposal
pits
• Carcass decomposition
Complete covering of carcasses in burial pits
Proper location/construction of disposal pits
Incinerators
• Incomplete combustion
Secondary stack burners
Standing water around
facilities
Manure tracked onto
public roads from farm
access
• Improper drainage
• Microbial decomposition of
organic matter
• Poorly maintained access roads
X
X
Grade and landscape such that water drains away
from facilities
Farm access road maintenance
AMOC — November 11, 1996, page 3

Additional Information:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge— Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush— Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
AMOC — November 11, 1996, page 4
Available From:
NCSU, County Extension Center
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU— Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension

Version —November 26, 2018
Primary Secondary
VI
171 El
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El
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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.
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.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
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).
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.
gif/
2/26/19
Signature oo�f Farm Owner/Manager Date
2/26/19
Signature of Technical Specialist Date

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Goshen Ridge De
Goshen Ridge Dead Hole,p (Max Depth 60'