310159_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Nori-D scharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
I. Fann Number: 31-0159 Certificate Of Coverage Number: AWS310159
2. Facility Name: Bit Brook # 1 & #2
3. Landowner's Name (same as on the Waste Management Plan): Stanley K James
4. Landowner's Mailing Address: 5489 S NC 50
City: Wallace State: NC
Zip: 28466
Telephone Number: 910-285-4773 Ext. E-mail:
5. Facility's Physical Address: James Rd
City: Wallace State: NC
Zip: 284$6
6 County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Nance (01C): S -Ltijeq R Sc.+-.t3 Phone No.: - 5' `I 7 7 O1C #
11. Lessee's Name (if there is not a Lessee, write "None"): N,nG
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 7,344
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
BB l
BB 2
Estimated
Date
Built
l�Jii /leli3
ll1'1llgsl`
Liner Type
(Clay, Synthetic,
Unknown)
C1C\J
C�c�!
Capacity
:Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
2 p 41111
81,457.00
19.50
r}
100,188.00
19.50
.11111111111
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by INC 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 ]and application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed cop' of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.68, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $1.0,000: or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
I Name: S A %V L E y t• V 4/4 E5 Title: 1.4-= L
Signature: aC. / s�.� _ Date:
Name: Title:
Signature: Date:
Name: Tide:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019PermitRenewal@ncdenr,gov
FORM: RENEWAL -STATE GENERAL 02/2019

Version —November 26, 2018
Primary Secondary
a
no
;_%'
n
nn
Mortality Management Methods
Indicate which methods) 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 far 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.
f�•
of arm Owner/Manager
oe-
Signature Date
"7, ,,-.� z y- 3- Q 8-
Signature of Technical Specialist Date

Murphy -Brown, LLC
2/23/2016
NUTRIENT UTILIZATION PLAN
2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
Grower(s):
Farm Name:
Coun
Farm Ca.aci :
Stanley James
Big Brook 1 &2
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
7344
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
Plan and Aerway
Amendment
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.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1 Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under 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 nut, 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 Total
7344
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
3212 gallyr
4015 gal/yr
10585 gal/yr
223 gal/yr
986 gal/yr
gallyr
gallyr
gallyr
gallyr
7,241,184 gallyr
Total 7,241,184 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
7344
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
5.4 Ibslyr
6 5 Ibslyr
26 lbslyr
0.48 Ibslyr
1.66 Ibslyr
Ibslyr
Ibslyr
Ibslyr
Ibslyr
12,191 Ibslyr
Total 12,191 Ibslyr
'PAN obtained from 3 years pumping records
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: 101.13
Total N Required lst Year: 18828.9326
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 18,828.93
Total Nitrogen Produced by Farm: 12,191.04
Nitrogen Balance for Crops: (6,637.89)
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 Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs NIAc Lbs N Total lbs N
Acreage Type Coda Apply Yield lbs NIUnit Residual !Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs NIAc Lbs N Tatal lbs N
Code Apply Yield lbs hi/Unit Residual !Ac utilized
Total
Lbs NIAc
Total Ibs N
Utilized
T7783
1
2.82
FoA/MkA
BC
March -Sept
4.5
38.5
171.71
484,2222
K
Sept -April
1
50
50
141
221.71
625.2222
T7783
4
1.6
AuB
BC
March -Sept
5,5
42.8
235.4
376.64
K
Sept -April
1
50
50
80
285.4
456.64
T7783
5
4.93
AuBILnA
BC
March -Sept
4.3
40.69
172.9325
852.5572
K
Sept -April
1
50
50
246.5
222,9325
1099.057
T7783
6
5.54
LnA
BC
March -Sept
3.0
38,5
115.5
639.87
K
Sept -April
1
50
50
277
165.5
916.87
T7783
7
7.12
LnA
BC
March -Sept
3.0
38.5
115.5
822.36
K
Sept -April
1
50
50
356
165.5
1178.35
T7783
8
2.07
LnA
BC
March -Sept
3.0
38.5
115.5
239.085
K
Sept -April
1
50
50
103.5
_
165.5
342.585
T7783
10
6.57
LnA
BC
March -Sept
3.0
38.5
115.5
758.835
K
Sept-Aprii
1
50
50
328.5
165.5
1087.335
T7783
subfield 3
5.98
, AuB
BC
March -Sept
5.5
42.88
235.84
1410.323
K
Sept -April
1
50
50
299
285.84
1709.323
T7783
pivot
9.82
LnA
BC
March -Sept
3.0
38.5
115.5
1134.21
K
Sept -April
1
50
50
491
165.5
1825,21
17783
subfield 1
3.94
FoANMkA
BC
March -Sept
4.5
38.5
171.71
676,5374
K
Sept -April
1
50
50
197
221.71
873.5374
T7783
subfield 2
1.37
Au8/MkA
BC
March -Sept
4.3
39.82
169.235
231.852
K
Sept -April
1
50
50
68.5
219.235
300.352
T7783
subfield 4
1.75
AuB
BC
March -Sept
5.5
42.88
235.84
412.72
K
Sept-Apri
1
50
50
87.5
2
285.84
500.22
T7783
subfield 5
3.92
AuB/LnA
BC
March -Sept
4,3
40.69
174.957
685.8706
K
Sept -April
1
50
50
196
224.967
881.8706
T7783
subfield 6
5.24
LnA
BC
March -Sept
3.0
38.5
115.5
720.72
K
Sept -April
1
50
50
312
165.5
1032.72
T7783
subfield 7
6.52
LnA
BC
March -Sept
3.D
38.5
115,5
753.06
K
Sept -April
1
50
50
326
185.5
1079.06
T7783
subfield 8
6.93
LnA
BC
March -Sept
3.0
38.5
115.5
800.415
K
Sept -April
1
50
50
346.5
1
165.5
1146.915
T7783
subfield 9
2.96
LnA
BC
March -Sept
3.0
38.5
115.5
341.88
K
Sept -April
1
50
50
148
165.5
489.88
T7783
subfiaid 1R
21.05
LnA
BC
March -Sept
3.0
38.5
115.5
2431.275
K
Sept -April
1
50
50
1052.5
165.5
3483.775
r
-
Totals: 101.13 13772.43 5056.5 18828.93
3(a)of8

Reception Area Specifications
Tract
Field Irrigated Soil let Crop Time to lst Crop 1st Crop Lbs NIAc Lbs N Total Ibs N
Acreage Type Code Apply Yield Ibs NlUnit Residual !Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Iba N
Code Apply Yield Ibs NfUnit Residual /At Utilized
Total
Lbs NIAc
Total Ids N
Utilized
Totals: 0
0
0 0
3(b)of8

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 rnust 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 (Le.
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 lbs N / acre
L Small Grain - Hay 50 lbs 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
Farm Specifications
PAN/yr/animal Farm Total/yr
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
7344 Feeder to Finish 0.36
2643.84
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 2643.84 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 13219.2 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 44 acreas of land_ If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 105.7536 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
T7783 1 FoAIMkA BC 0.5 1
T7783 4 AuB BC 0.6 1
T7783 5 AuB/LnA BC 0.6 1
T7783 6 LnA BC 0.5 1
T7783 7 LnA BC 0.5 1
T7783 8 LnA BC 0.5 1
T7783 10 LnA BC 0.5 1
T7783 subfield 3 AuB BC 0.6 1
T7783 pivot LnA BC 0.5 1
T7783 subfield 1 FoAfMkA BC 0.5 1
T7783 subfield 2 AuR/MkA BC 0.6 1
T7783 subfield 4 AuB BC 0.6 1
T7783 subfield 5 AuB/LnA BC 0.6 1
T7783 subfield 6 LnA BC 0.5 1
T7783 subfield 7 LnA BC 0.5 1
T7783 subfield 8 LnA BC 0.5 1
6 of 8

Additional Comments:
This plan is based on 'wetted' acres The optional land is acreage picked up
using the'Aerway`. This plan is written for Bermuda which will be grazed
and overseed with a small grain. Although this plan is written for grazing,
haying practices may occur. The following rates may be used as long as
1/2 of the yeild is cut for hay: Field 1: 243 lbs. N; Field 2: 232 lbs. N;
Field 3: 255 lbs. N; Field 4: 255 lbs. N; Field 5: 220 lbs. N; Fields 6,7,8,
9 & 10: 185 lbs. N.
The PAN produced was obtained using the growers actual pumping records
for 3 years. Used 3 year average for PAN produced. Grower has
all records used to determine this amount, on file at the farm.
2/23/2016 - Plan revised to account for pivot in field 5 and adjust acreage for
pulls 4 & 5. The new rates and yields have also been included.
7 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Big Brook 1&2
Owner: Stanley James
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:
Signature:
Stanley James
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Signature:
Date
1- Z��3
Date
Toni W. King
Murphy -Brown, LLC.
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
Date
8 of 8

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2
3
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
7
8
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
9
REQUIRED SPECIFICATIONS
(continued)
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/nutnent 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 riot 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.
16
Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
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.
8 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

MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
Phone: [phone]
Calculations By: John Lenfestey
Date: 11 /11 /93
Farm Operator: Stanley James
County: Duplin
Distance to nearest residence (other than owner):
INPUT DATA:
Sows (farrow to finish) =
Sows (farrow to feeder) =
Head (finishing only) _
Sows (farrow to wean) =
Head (wean to feeder) =
0
0
3,672
0
0
Seasonal high water table elevation =
Storage Volume for sludge accumulation
Treatment volume (Min. — 1 CF/Lb) =
Inside top length of dike =
Inside top width of dike =
Top of Dike Elevation =
Bottom of lagoon elevation =
Freeboard depth of dike =
Side slopes on dike
25 Year — 24 Hour Rainfall =
Rainfall in excess of evaporation =
Minimum Permanent Storage Depth =
CALCULATED DATA:
Minimum treatment volume — livestock =
Vol. of Waste Produced = 121,352 CF
Vol. of Wash Water = 0 CF
Rainfall —Excess Evapor. = 47,600 CF
Rainfall / 25 Yr Storm = 51,000 CF
Minimum temporary storage volume =
Total minimum required treatment volume =
Total design volume available =
Total temporary volume avaliable
Total Volume at start pumping elevation =
Design Volume less 25 Yr — 24 Hr Rainfall =
Minimum Volume for permanent storage =
Permanent storage volume is
1000.0 Feet
41.0 Feet
0.0 Cu. Ft. (As Per Owner's Reques
1.0 CF/Lb
400.00 Feet
204.00 Feet
49.00 Feet
35.50 Feet
1.00 Feet
3.0 : 1
7.50 Inches
7.00 Inches
9.40 Feet
495,720 Cubic Feet
219,952 Cubic Feet
715,672 Cubic Feet
721,088 Cubic Feet
225,127 Cubic Feet
667,345 CF @
670,088 Cubic Feet
47.30 Feet
495,960 CF @ 44.90 Feet
greater than Mimimum treatment
volume for livestock

MURPHY FARMS, INC.
Farm Operator: Stanley James
Date: 11 /11 /93
VOLUME CALCULATIONS:
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) X
0 sows (farrow to feeder) X
3,672 head (finishing only) X
0 sows (farrow to wean) X
0 head (wean to feeder) X
1417 Lbs.
522 Lbs. =
135 Lbs. =
433 Lbs. =
30 Lbs. =
0 Lbs.
0 Lbs.
495,720 Lbs.
0 Lbs.
0 Lbs.
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 495,720 Lbs.
Page 2
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Minimum volume = Lbs. SSLW x Treatment Volume (CF/Lb. SSLW)
Minimum volume = 495,720 Cubic Feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Minimum volume = 0.0 Cu. Ft. (As Per Owner's R
4. TOTAL DESIGN VOLUME
Inside top length of dike
Inside top width of dike
Top of Dike Elevation =
Bottom of lagoon elevation
Freeboard depth of dike =
Side slopes on dike =
Total design lagoon liquid level elevation =
Total design liquid level depth
400.00 Feet
204.00 Feet
49.00 Feet
35.50 Feet
1.00 Feet
3.0 : 1
48.00 Feet
12.50 Feet
Determine total design volume using prismoidal formula:
SS 1 End1 =
SS / End2 =
3.0 Feet
3.0 Feet
Inside Dike Length @ Design Liquid Level =
Inside Dike Width @ Design Liquid Level =
SS / Side1 =
SS/Side 2=
394.00 Feet
198.00 Feet
3.0 Feet
3.0 Feet

MURPHY FARMS, INC.
Farm Operator:
Date:
Page 3
Stanley James
11/11/93
VOLUME CALCULATIONS (continued):
Area of Top =
Area of Top =
Area of Top
Area of Bottom
Area of Bottom =
Area of Bottom =
Area of Midsection
Area of Midsection
Area of Midsection =
Total design volume =
Total design volume =
Total design volume =
Inside dike length(top) * Inside dike width(top)
394.00 * 198.00
78,012 Square Feet
Inside dike length(bottom) * Inside dike width(bottom)
319.00 * 123.00
39,237 Square Feet
Inside dike length(mid) * Inside dike width(mid)
356.50 * 160.50
57,218 Square Feet
[Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
346,122 * 2.08
721,088 Cubic Feet
4A. TOTAL DESIGN VOLUME AT START PUMPING ELEVATION OF 47.30 Feet
Area of Top =
Area of Bottom =
Area of Midsection =
Volume @Start Pump —
Volume @Start Pump
Volume @Start Pump =
75,543 Square Feet
39,237 Square Feet
56,137 Square Feet
[Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depthl6)
339,328 * 1.97
667,345 Cubic Feet
413. TOTAL DESIGN VOLUME AT END PUMPING ELEVATION OF
Area of Top =
Area of Bottom =
Area of Midsection
Volume @ End Pump =
Volume @ End Pump
Volume @ End Pump =
44.90 Feet
67,347 Square Feet
39,237 Square Feet
52,497 Square Feet
[Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
316,570 * 1.57
495,960 Cubic Feet

MURPHY FARMS, INC.
Farm Operator: Stanley James
Date: 11 /11 /93
VOLUME CALCULATIONS (continued):
4C. TOTAL DESIGN VOLUME AT PERMANENT STORAGE ELEVATION
Minimum Permanent Storage Depth = 9.40 Feet
Area of Top =
Area of Bottom =
Area of Midsection
Permanent Volume
Permanent Volume =
Permanent Volume =
Page 4
67,347 Square Feet
39,237 Square Feet
52,497 Square Feet
[Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
316,570 * 1.57
495,960 Cubic Feet
5. TEMPORARY STORAGE VOLUME CALCULATIONS
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design temporary storage period = 180.0 Days
Area of Lagoon =
Area of Lagoon =
Area of Lagoon =
Length at top of dike * Width at top of dike
400.00 * 204.00
81,600 Square Feet
Area of Buildings (roof & lot water) = Length of Buildings * Width of Buildings
Area of Buildings = 0.0 * 0.0
Area of Buildings = 0.0 Square Feet
Design Drainage Area =
Design Drainage Area =
Design Drainage Area
Area of Lagoon (Top of Dike) + Area of Buildings
81,600 + 0
81,600 Square Feet
5A. VOLUME OF WASTE PRODUCED
Approximate daily production of manure in CF/LB SSLW
Volume of Waste =
Volume of Waste =
Volume of Waste =
Lbs. SSLW * CF of Waste/Lb./Day *
495,720 * 0.00136
121,352 Cubic Feet
0.00136 CF/Lb SSLW
180 Days
180

MURPHY FARMS, INC.
Farm Operator: Stanley James
Date: 11/11/93
TEMPORARY STORAGE VOLUME CALCULATIONS (continued)
5B. Volume of Wash Water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Vol. of Wash Water —
Vol. of Wash Water =
Vol. of Wash Water =
Page 5
Gallons per Day * Temporary Storage Period / 7.48 Gals./ Cubic Foot
o * 180
0 Cubic Feet
5C. Volume of Rainfall in Excess of Evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.00 Inches
Vol. of Excess Rainfall
Vol. of Excess Rainfall =
Vol. of Excess Rainfall =
Design Area * Rainfall Amount
81,600 * 7.00
47,600 Cubic Feet
5D. Volume of 25 Year — 24 Hour Storm
Vol. of Storm Rainfall =
Vol. of Storm Rainfall =
Vol. of Storm Rainfall =
Design Area * Rainfall Amount
81,600 *
51,000 Cubic Feet
TOTAL REQUIRED TEMPORARY STORAGE
SA. Volume of Waste Produced =
5B. Volume of Wash Water =
5C. Vol. of Rainfall in Excess of Evapor. =
5D. Vol. of Rainfall / 25 Yr — 24 Hr Storm =
TOTAL TEMPORARY VOLUME _
7.50
121,352 Cubic Feet
0 Cubic Feet
47,600 Cubic Feet
51,000 Cubic Feet
219,952 Cubic Feet

MURPHY FARMS, INC.
Farm Operator: Stanley James
Date: 11 /11 /93
6. SUMMARY
Minimum treatment volume — livestock --
Minimum temporary storage volume =
Total minimum required treatment volume =
Total design volume available =
Total temporary volume avaliable =
Design start pumping elevation =
Total Volume at start pumping elevation =
Design Volume Tess 25 Yr — 24 Hr Rainfall
Design enca puinping titivation
Total Volume at end pumping elevation =
Design min. permanent storage elevation =
Total Volume at min. storage elevation
Vol. of Permanent + Temporary Storage =
NOTE: Bottom of Temporary Storage =
the water table elevation of
7. DESIGNED BY: John Lenfestey
DATE: 11 /11 /93
APPROVED BY:
DATE:
495,720 Cubic Feet
219,952 Cubic Feet
715,672 Cubic Feet
721,088 Cubic Feet
225,127 Cubic Feet
47.30 Feet
667,345 Cubic Feet
670,086 Cubic Feet
44.90 Feet
495,960 Cubic Feet
44.90 Feet
405,960 Cubic Feet
715,912 Cubic Feet
44.90 Feet is above
41.00 Feet
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: be_MsF- % C Sr- S 5
Page 6

MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
Farm Operator! Stanley James
Date! 11 /11 /93
OPERATION AND MAINTENANCE PLAN
Page 1
This lagoon is designed for waste treatment (permanent storage) with minimum
odor control. The time required for the planned fluid level to be reached
(permanent + temporary storage) may vary due to soil conditions, flushing
operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume based on:
1) waste from animals
2) excess rainfall after evaporation
and 3) the largest 24 hour (one day) rainfall that occurs on the average
of once every 25 years.
The volume of waste generated from a given number of animals will be fairly
constant throughout the year and from year to year.
This estimate is based on 7.0 inches of excess rainfall which is equal
to or exceeds the highest 6 months excess in a year. The average annual excess
rainfall is approximately 8 inches. Therefore, an average of 8 inches of excess
rainfall will need to be pumped each year. The 25 year rainfall will not be a
factor to consider in an annual pumping cycle, but this storage volume must
always be available. A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from the building(s).
If the outlet pipe is not installed on the elevation to begin pumping, a
permanent marker must be installed on this elevation to indicate when pumping
should begin. An elevation must be established to stop pumping to maintain the
minimum treatment depth of 6 feet.
Pumping can be started or stopped at any time between these two elevations
for operating convenience as site conditions permit, such as weather, soils,
crop, and equipment in order to apply waste without runoff or leaching.
Land application of waste water is recognized as an acceptable method of
disposal. Methods of application include solid set, center pivot guns and
traveling gun irrigation. Care should be taken when applying waste to
prevent damage to crops.

MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
Farm Operator: Stanley James
OPERATION AND MAINTENANCE PLAN (continued)
Page 2
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be precharged to 1/2
of its capacity to prevent excessive odors during start— up. Precharging
reduces the concentration of the initial waste entering the lagoon, thereby
reducing odors. Solids should be covered with effluent at all times. When
precharging is complete, flush buildings with recycled lagoon liquid. Fresh water
should not be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin pump —out of the lagoon when fluid level reaches elevation 47,30 feet
as marked by the permanent marker.
Stop pump —out of the lagoon when fluid level reaches elevation 44.90 feet
or before the fluid depth is less than 9.40 feet deep (this prevents
the loss of favorable bacteria).
The designed temporary storage volume less the 25 year — 24 hour
storm volume is 168,952 cubic feet or 1,263,763 gallons.
As stated before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is one (1) inch
and the recommended maximum application rate is 0.3 inches per hour.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. The Department of Environment, Health and Natural
Resources, Division of Environmental Management, has the responsibility
for enforcing this law.

MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
Farm Operator: Stanley James
Date: 11 /11 /93
Page 1
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
SECTION 1: CLEARING
All trees and brush shall be removed from the construction area before any
excavation or fill is started. Stumps will be removed within the area of the
foundation of the embankment, all fill areas and all excavated areas. All
All stumps and roots exceeding one (1) inch in diameter shall be removed
to a minimum depth of one (1) foot below final grade. Satisfactory disposition
will be made of all debris.
The foundation area shall be loosened thoroughly before placement of
the embankment material. The lagoon site (and pad site if needed) is to be
stripped of topsoil (minimum of 3") and stockpiled for use on dike and pad
slopes (finished depth of 2-3").
SECTION 2: CUT—OFF TRENCH
A cut—off trench (when specified) shall be installed as shown on the plans.
SECTION 3: CONSTRUCTION
Construction of excavated and earthfill areas shall be performed to the neat
lines and grades as planned. Deviations from this will require prior approval
of the SCS. Earthfill shall be placed in a maximum of 6" lifts and shall not
be placed in standing water. Compaction shall be performed by the construction
equipment or by a sheeps—foot roller during placement.
The embankment of the lagoon shall be installed using the more impervious
materials. Construction of fill heights shall include ten (10) percent overage
for settlement.

MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
Farm Operator:
Date:
Stanley James
11/11/93
SPECIFICATIONS FOR CONSTRUCTION (Continued)
To protect against seepage, when areas of unsuitable material are
encountered, they will need to be excavated to a minimum of one (1) foot
below grade and backfilled and compacted with a SCS approved material
(le — CL, SC, CH). Refer to the soil investigation information in the plans
for special considerations. Precautions should be taken during construction
to prevent excessive erosion and sedimentation.
SECTION 4: VEGETATION
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construction
according to seeding specifications sheet.
Page 2

MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
Farm Operator: Stanley James
County: Duplin
Date: 11 /11 /93
boil Investigation to Determine bultaDlllty of Iaroposea t_agoon bite
A total of three (3) soil borings were taken on this site to determine
if the existing soils would be suitable for embankment material for the lagoon.
Page 1
The benchmark elevation of 45.01 feet is located on the top of control point #133.
The estimated high water table elevation = 41.0 Feet, +1—
Using the Unified Classification System, the results of the borings are as follows:
Boring #1:
N 49+53 / E 47+15
O Ft. — 2 Ft. — SC material (clayey sands; sand —clay mixtures)
2 Ft. — 11 Ft. — SM material (silty sand (light brown to white in color))
Boring #2: N 49+95 / E 49+17
0 Ft. — 2 Ft. — SC material (clayey sands; sand —clay mixtures)
2 Ft. — 9 Ft. — SM material (silty sand (light brown to white in color))
Boring #3:
N 48+33 / E 50+18
O Ft. — 1 Ft. — SC material (clayey sands; sand --clay mixtures)
1 Ft. — 9 Ft. — SM material (silty sand (light brown to white in color))
Based on the results of these borings, the soils available on this site are not suitable
to be used as embankment material for the lagoon site. A suitable clay material
(ie — CL,SC,CH) for the liner will be required for this site. Ground water may be a
problem during construction.

MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
Farm Operator:
Date:
Stanley James
11/11/93
SEEDING RECOMMENDATIONS
Acres of Fescue Grass:
Acres of Bahia Grass:
Acres of Hulled Bermuda Grass:
Acres of Rye Grain:
Acres of Rye Grass: (Temporary vegetation)
3.0
0.0
0.0
0.0
3.0
Total Area to be seeded: 6.0 Acres
Use the following seed mixtures indicated:
180.0 Lbs. Fescue Grass @ 60 Lbs./Acre
(Best suited on clayey or wet soil conditions)
Seeding Dates: September 15 To November 30
0.0 Lbs. 'Pensacola' Bahia Grass @ 60 Lbs./Acre
(See Footnote No. 1)
Seeding Dates: March 15 to June 30
0.0 Lbs. Hulled Bermuda Grass @ 8 Lbs./Acre
(Suited for most soil conditions)
Seeding Dates: April 1 to July 31
0.0 Lbs. Rye Grain @ 30 Lbs./Acre (Nursery for Fescue)
120.0 Lbs. Rye Grass @ 40 Lbs./Acre (Temporary Vegetation)
Seeding Dates: December 1 to March 30
300.0 Total Lbs. seed mixture are required for this application
Page 1

MURPHY FARMS, INC.
' P.O. Box 759
Rose Hill, NC 28458
Farm Operator: Stanley James
Date: 11/11/93
SEEDING RECOMMENDATIONS (Continued)
Apply the following to the seeded area:
6,000.0 Lbs. of 10-10-10 Fertilizer @ 1000 Lbs./Acre
12.0 Tons of Dolomitic Lime @ 2 Tons/Acre
600.0 Bales of small grain straw @ 100 Bales/Acre
All surface drains should be installed prior to seeding. Shape all disturbed
areas immediately after earth moving is completed.
Apply lime and fertilizer, then disk to prepare a 3 to 4 inch smooth seedbed.
Apply seed and firm seedbed with a cultipacker or similar equipment.
Apply mulch and secure with a mulch anchoring tool or netting.
Page 2
Note 1: Pensacola Bahia Grass is slower to establish than common bermuda
grass. When using Bahia, it is recommended that 8 Lbs./Acre
of common Bermuda be included to provide cover until the
Bahia Grass is established.

MU RPHY
FARMS=
INC.
November 7, 1994
POST OFFICE BOX 759 • ROSE HILL, NORTH CAROLINA 28458
[phone]
Mr. Mike Sugg
District Conservationist
USDA - Soil Conservation Service
PO Box 277
Kenansville, NC 28349
Re: Stanley James - 3672 Feeder to Finish
Dear Mr. Sugg:
Enclosed for your review is the completed Animal Waste Management
Plan for the above referenced swine farm. Specific items included
in this package are as follows:
- Location Map
- ASCS Tract Map
- Soils Investigation Report
- Lagoon Design Spreadsheet
- Operation & Maintenance Plan for Lagoon
_ Construction Specifications for Lagoon
- Site Seeding Requirements
- Earthwork Calculations
- Site Plan with Construction Details
It is my understanding that the Waste Utilization Plan for this
farm will be developed for the grower by your office.
Please contact me at [phone], ext. 592 if you have any
questions concerning this package.

Sincerely:
M. Kevin Weston
Engineering Technician
MKW
Enclosures
cc: File
Stanley James (complete package)
George Leaning, Murphy Farms Construction Dept. (site plan
only)
Dave Roland, Murphy Farms Transportation Dept. (site plan
only)

A G
BA
G A mf A N
.
12,0
"
• .

LAGOON SITE SOILS INVESTIGATION
PROJECT: yF,r,rr ,_ ?. ..1,.,,,c s COUNTY: 17,„rL;,,-
FIELD INVESTIGATION BY: ,i L _, DATE: 27// 7/9,7
SITE SKETCH
_i
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______.^
- '
...„,_
--
iT
r
D. •
I
a
ti
d
BORING
DEPTH
SCALE
WT
BORING NUMBER AND PROFILE
_Y-
1' i ,
.4.lirf 727.•._. ,-i:•
/ r .1 _,
1/- I a-r
/J/:_'`id •-rili'st
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r--k.'• '., . ',,w
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. r,'`- 22,- r
- - -,
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.
BORING / SAMPLING METHOD: , . i SIGNATURE: ' `/ .

Operator:STANLEY JAMES County: DUPLIN Date: 11/07/94
Distance to nearest residence (other than owner): 1500.0 feet
1.. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish) x 1417 lbs. = 0 lbs
O 50W6 (farrow to feeder) x 522 lbs. = 0 lbs
3672 head (finishing only) x 135 lbs. = 495720 lbs
O sows (farrow to wean) x 433 lbs. = 0 lbs
O head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight = 495720 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 495720 lbe. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 495720 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)
Inside top width (feet)
Top of dike elevation (feet)
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidal formula
317.0
317. 0
52. 5
40. 2
1.0
3.0 : 1
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 311.0 311.0 11.3
AREA OF TOP
LENGTH * WIDTH =
311.0 311.0
AREA OF BOTTOM
LENGTH * WIDTH =
243.2 243.2
AREA OF MIDSECTION
LENGTH * WIDTH * 4
277.1 277.1
96721 (AREA OF TOP)
59146 (AREA OF BOTTOM)
307138 (AREA OF MIDSECTION * 4)
cu. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMS DEPTH/6
96721.0 307137.6 59146.2 1.9
Total Designed Volume Available = 871993 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
317.0 317.0 100489.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 100489.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 495720 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume _ 90515 gals. or 121058.2 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in exuers of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
Volume = 7.0 in * DA / 12 inches per foot
Volume = 58618.E cubic feet
7.0 inches

7. DESIGNED BY:
SD. Volume of 25 year - 24 hour storm
Volume =
7.5 inches / 12 inches per foot } DA
Volume = 62805.6 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6. SUMMARY
5A.
5B.
5G.
5D.
121058 cubic
0 cubic
58619 cubic
62806 cubic
feet
feet
feet
feet
TOTAL 242482 cubic feet
Temporary storage period
Rainfall in excess of evaporation
25 year - 24 hour rainfall
Freeboard
Side slopes
Inside top length
Inside top width
Top of dike elevation
Bottom of lagoon elevation
Total required volume
Actual design volume
Seasonal high watertable elevation (SHWT)===>
Stop pumping elev. >
Must be > or = to the Sk3WT elev. >
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume > 495720
Volume at stop pumping elevation > 624213
Start pumping elev. > 50.8
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfa11==> 809187
> 805198
Volume at start pumping elevation
Required volume to be pumped
Actual volume planned to be pumped
Min. thickness of soil liner when required= > 1.8
APPROVED BY: 9• -1-
�
>
180
7.0
> 7.5
1.0
> 3.0
> 317.0
> 317.0
• 52.5
> 40.2
738202
871993
48. 5
48. 8
48. 5
46. 2
days
inches
inches
feet
1
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
> 179677
> 180985
DATE: 10 PVIC DATE: ll- 7- G14-
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
cu. ft.
cu. ft.
au. ft.
cu. ft.
feet
COMMENTS:
cog
*
*

This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 50.8 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 48.8 . Thin temporary
storage, less 25 yr- 24 hr storm, contains 179677 cubic feet or
1343982 gallons.

4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditchco. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT;
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall he
installed using the more impervious materials from the required
excavations. Construction of Sill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Darns Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER. THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 ft.
NOTE; LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL, SC, CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient uee of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 00 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall he scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipatortrocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specification are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
AREA TO BE SEEDED: 4.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
240.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY I TO MARCH 30
120.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
160.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
8.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
400.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

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
r
n
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
l0-day interval during summer; 15- to 30-day
interval during winter)

Insect Control Checklist for Animal Operations
Source
Feed storage
Cause
• Accumulations of feed residues
Animal holding areas • Accumulations of animal wastes
and feed wastage
Dry manure handling • Accumulations of animal wastes
systems
X
�X1
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
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 handling 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
Site Specific Practices

Swine Farm Waste Management Odor Control Checklist
Source
Farmstead
Cause
• Swine production
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
Floor surfaces
• Wet manure -covered floors
Dry floors
Slotted floors
Waterers located over slotted floors
Feeders at high end of solid floors
Scrape manure buildup from floors
Underfloor ventilation for drying
Manure collection pits • Urine
Ventilation exhaust
fans
• Partial microbial decomposition
• Volatile gases
• Dust
Ixi
I X 1
Indoor surfaces
Flush tanks
• Dust
• Agitation of recycled lagoon
liquid while tanks are filling
xl
X
Frequent manure removal by flush, pit recharge,
or scrape
Underfloor ventilation
Fan maintenance
Efficient air movement
f
l
rI
Washdown between groups of animals
Feed additives
Feeder covers
Feed delivery downspout extenders to feeder
covers
Flush tank covers
Flush alleys
• Agitation during wastewater
conveyance
AMOC —November 11, 1996, page 1
Extend fill lines to near bottom of tanks with
anti -siphon vents
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
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
Xj
X
X
fl
X1
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
Site Specific Practices
Storage tank or basin
surface
• Partial microbial decomposition
• Mixing while filling
• Agitation when emptying
AMOC — November 11, 1996, page 2
I
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
Uncovered manure,
slurry, or sludge on
field surfaces
Dead animals
Cause
• Partial microbial decomposition
• Mixing while filling
• Agitation when emptying
• Agitation when spreading
• Volatile gas emissions
• Volatile gas emissions while
drying
• Carcass decomposition
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
1 Proven biological additives or oxidants
Dead animal disposal
pits
Incinerators
• Carcass decomposition
• Incomplete combustion
l 1
X I Proper disposition of carcasses
j Complete covering of carcasses in burial pits
Proper location/construction of disposal pits
Soil injection of slurry/sludges
Soil incorporation within 48 hours
Spread in thin uniform layers for rapid drying
Proven biological additives or oxidants
I
Site Specific Practices
j Secondary stack burners
Standing water around • Improper drainage
facilities
Manure tracked onto
public roads from farm
access
• Microbial decomposition of
organic matter
• Poorly maintained access roads
AMOC — November 11, 1996, page 3
[Xl
Grade and landscape such that water drains away
from facilities
Farm access road maintenance

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; P1H-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

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)
(9101 796-7215
[phone]
1910) 296-2160
[phone]
(910) 296-21 d3
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are fisted below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
8. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Creole 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 frorn the waste pipes and sprinklers - action include:
a) Stop recycle purnp.
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) Slop 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.
1 l'52007

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. Dees 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 IDWQ regional office; Phone it, 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.
G. 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
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair We system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
12 5 23n'-