090137_Application_20240401

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Perini[
On September 30, 2024, the North Carolina State Nun-Discharge General Permits for Animal Waste Management Systcros will
expire. As required by these pennits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leat-e any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee
I. Ceniticate Of Coverage Number: AWS0190137
2. Facility Name: "J�m ljull Farm #1. #2& k3
3. Permittee's Naine(same as on the Waste Management Plan): Nash Johmon
4_ Permittee's Mailing Address: 110 Rox OM Z S 78 3 Z 4
City: R C A01 State: NC ?.ip:
e)a x A®e.rr ZQ r
Telephone Number: 910-59,,,-I659 Fxt. E-mail: a,�h'
5. Facility's Physical Address: 994 Tarn Bull Dr
City: Garland State: ,NC Zip: 28441
6. County where Facility is located. Bladen
7. Farm Manager's Name(if different from Landowner): 5PVT=U3;gpb Joj,"^y TY"'fail
8. Farm Manager's telephone number(include area code): 97 #k .xt, ?/O— 3 M- -'5_66-4
9. Integrator's Name(if there is not an Integrator,write"None"): M1LMhy-I3mwn J.LC
10. Operator Name(OIQ: Phone No.: 9f±-1�9 O1C #: 10059 (
o r•aly Tyr► w// 9/Q- �85- •S^GG3 IpvA /l0 7 S-.Z
11. Lessee's Name(if there is not a Lessee,write"None"):
ja tiny T'y.tclw Il
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 14,688
OVeretion TYntc:
Swine Cattle pry Poultry Uther,1'ti nn
Wears to Finish Dairy Calf Non Laying Chickens I lorses-I lorsxs
Wean to Feeder Dairy I teif4 Laying Chickens I Juries-Other
Farrow to Finish Milk Cow Puilets Sheep-Sheep
Feeder to Finish Ury Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Fccder Beef Feeder
Boar/Stud Beef Broad Cow Nyet Poultry
Gilts Other Non laying Pullet
Other Layers

13. Waste"Treatment Lagoons, Digesters and Waste Storage Ponds(WSP):(FilUllerify the following infonnation.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design freeboard
Structure (Lagtx)tdl)igesler/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSI') Buiit Unknown) (Cubic Feet) (Square Feet) (Inches)
Lagoon 7/19/1995 Full,clay 1,039,935.00 139,374.00 19.50
LI A01%1
2 Lagoon 7/20/1995 1-ull,clay 1,085,868.00 139,876.00 19.50
1134;21�
3 Lagtxm 8/16/1995 i=ull,Clay 1,034,942.00 136,161,00 19.50
t3y-343()0
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMJ ) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The C AWhiP must include the following components:
1. The most Mcent 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. 'Ihe maximum PAN to be applied to every land application field
g. The waste application windows for every crop utili2ed 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
S. 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 he
applicable to your facility.
8. Operation and Maintenance flan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.611, 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 fuze of not more than$10,000 or imprisonment of not more than 5 years,or both
fix a similar offense.)
Print the Name of the Pennittee/Landowner/Signing Official and Sign below.(If multiple landowners exist,all landowners
should sign. if Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Nauru(11'rinty /lilt Ji- a r1 Title: G1(`nC-e
Signature- Date: 30 /JJcxveh ,Zo ;z'/
Name(Print): Title:
Signature: Date:
Name(Print): Title.
Signature: Date:
11IE COMPLETED APPLICATION SHOULD BE SENT TO Tf1E FOLLOWING ADDRESS:
E-mail: animal.operationsCa�rdeq.nc.gov
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

'r
Murphy-Brown, LLC 2/25/2009 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Nash Johnson,Jr.
Farm Name: Turnbull Farm
County: Bladen
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 14688
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.
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
APR
W' r Qt1Eir

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,fe,tons,etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean 3212 gal/yr gaUyr
Farrow to Feeder 4015 gaUyr gal/yr
Farrow to Finish 10585 gal/yr gaUyr
Wean to Feeder 223 gaUyr #VALUE! gal/yr
14688 Feeder to Finish 986 gal/yr 14,482,368 gal
Total #VALUE! gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean 5.4 Ibs/yr Ibs/yr
Farrow to Feeder 6.5 Ibs/yr Ibs/yr
Farrow to Finish 26 Ibs/yr Ibs/yr
0 Wean to Feeder 0.48 Ibs/yr - Ibs/yr
14688 Feeder to Finish 2.3 Ibs/yr 33,782 Ibs/yr
Total 33,782 ibslyr
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: 415.76
Total N Required 1st Year: 107722.6
Total N Required 2nd Year: 49891.2
Average Annual Nitrogen Requirement of Crops: 78,806.90
Total Nitrogen Produced by Farm: 33,782.40
Nitrogen Balance for Crops: (45,024.50)
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 far each'crop in the specified crop rotation schedule for this
facility.
2of8

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total lbs N Total Total Ibs N
Acreage Type Code Apptv Yield Ibs N/Unit Residual /Ac Utilized Code A Yield Ibs N/Unit Residual /Ac Utilized Lbs N/Ac Utilized
2222 1 197,39 Cr,Pe D Feb15-June 124.0 1.25 15 140 27634.6 N I Se .-A. rll 1 50 1 2.4 1 120 23686.8 260 51321.4
2222 10 75 Ca D Feb 15•June 120.0 1.25 15 135 10125 N Se -A rll 50 2.4 0 120 9000 255 19125
2222 7 45 Pe D Feb15•June 124.0 1.25 15 140 6300 N Se .F ril 50 2.4 0 120 5400 260 11700
2222 11 55 Pe D Feb15-June 124.0 1.25 15 140 7700 N Se .-April 50 2.4 0 120 6600 260 14300
2222 15 43.37 Cr D Feb15 June 124.0 1.25 15 140 6071.8 N Se M 50 2.4 0 120 5204.4 260 11276.2
Totals: 415.78 57831.4 49891.2 �107722]6
3(a)of 8

Reception Area Specifications •
Tract Field Irrigated Soil ist Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total lbs N 2nd Crop Time to end Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N
Acreagg Type Code I ' Yield Ibs N/Unit Residual /Ac Utilized Code Apply Yield Ibs N/Unit Residual /Ac Utilized Lbs N/Ac Utilized
P2222
1 197.39 Cr,Pe 0 May-August 30.0 4 0 120 23686.8 0 0 120 23686.8
10 75 Ca O May-August 30.0 4 0 120 9000 0 0 120 9000
7 45 Pe 0 Ma -August 30.0 4 0 120 5400 0 0 120 5400
11 55 Pe 0 Ma Au ust 30.0 4 0 120 6600 0 0 120 6600
15 43.37 Cr 0 May-August 30.0 4 0 120 5204.4 0 0 120 5204.4
use June Sept.if double cro ed
Totals: 415.76 49891.2 0 49891.2
3(b)of 8

r
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 iq 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 lbs N/bushel
B Hybrid Bermudagrass-Grazed 50 lbs N/ton
C Hybrid Bermudagrass-Hay 50 lbs N/ton
D Corn-Grain 1.25 lbs N/bushel
E Com-Silage 12 lbs N/ton
F Cotton 0.12 lbs N/Ibs lint
G Fescue-Grazed 50 lbs N/ton
H Fescue-Hay 50 lbs N 1 ton
I Oats 1.3 lbs N/bushel
J Rye 2.4 lbs N/bushel
K Small Grain-Grazed 50 lbs N/acre
L Small Grain-Hay 50 lbs N/acre
M Grain Sorghum 2.5 lbs N/cwt
N Wheat 2.4 lbs N/bushel
O Soybean 4.0 lbs N/bushel
P Pine Trees 40 lbs 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/ r
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
0 Wean to Feeder 0.072 0
14688 Feeder to Finish 0.36 5287.68
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 5287.68 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 26438.4 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 88 acreas of land. If you apply the sludge
to com at a rate of 125 pounds per acre,you will need 211.5072 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
2222 1 Cr, Pe D 0.45 1
2222 10 Ca D 0.4 1
2222 7 Pe D 0.45 1
2222 11 Pe D 0.45 1
2222 15 Cr D 0.45 1
6 of 8

Additional Comments:
Grower utilizes a com/wheattsoybean rotation. So long as one of the listed
crops is grown on the acreage shown each year, PAN requirements will
be satisfied. Acreages taken from irrigation design prepared by ADePT
construction.
7of8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Turnbull Farm
Owner: Nash Johnson,Jr.
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: Nash Johnson,Jr.
Signature: �7OQ9
Date
Name of Manager(if different from owner):
Signature:
Date
Name of Technical Specialist: Kraig Westerbeek
Affiliation: Murphy-Brown,LLC.
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: _ [phone]
Signature: tac"
Date
APR 0 3 2019
8 of 8 �gu�ii
Regianal 0;7arwaons Sectlaft

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 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.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict the rate of applications for
other nutrients.
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).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order to control odor and flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

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

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre-plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate-determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3of3

1 •
#z TURN BULL FARM IRRIGATION MAP
Field' #. 1
nit #3
NL3
4 _. NL1 NL2 �+
#
-rr ? Unit 2 +
1 . 3 r 1 . 2 ~' 1 NL4 f; f• s
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a,\,4, •tl
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of
'a s ^fit s , :' , ! /•ati` 1 .-2 4
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' ,�a:'i:./, t::� .•f' .',' f,,, ''I;;,i ., %a+•`..... 1 . 3 '1 t:a�i ,'•_.'��'a ;Y::; tl 4'
,,� � �t.�, •t• ,. �.�1 rf 1 �`��4M •1!,�y�y'•�'�', •11,iy'1.1'�� r
.1 '. 1 '. 11 ',! f 1 '•� i ,,,1{� �,F'�::+�'.f �Ib 4'a`'1)r.
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Turn dull Farm 1 #2. &
1 S090137
Linear Add „n,arttry�rcri.r.�
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S_`ecificotio_n_s: Linear 01 7, y
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Model: E2065—G 4WD Maxi/57
1197' Length w/ 90' End Gun Radius Y o
® 59.9 PSI; 700 GPM
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Emergency Action Flow Chart
Environmental emergency occurs which has potential for affecting water quality
Lagoon has suddenly 'rrigation/flush system
dropped w/o irigation. alfunctioned creating a
sign Icant leak.
Can temporary YES Construct Can discharge outlet NO Can sourse of flow be NO
dike be built to temporary be identified? stopped?
stop the discharge? dike.
NO Yes YES
Can repairs be made by YES Make
Can you stop the discharge? YES Stop farm ersonel? re airs
Can the discharged YES Contain dischar e
effluent be contained spill.
on the property? NO
Contain NO
effluent on
NO ro ert
Contact: Contact: Contact:
Farm Management Farm Management Farm Management
Farm Owner Farm Owner Farm Owner
Serviceperson Serviceperson Serviceperson
UNM L&NM LBNM
Heavy Equipment Heavy Equipment Heavy Equipment
Monitor situation until help
arrives.
i
0
Continued on page 2

Continued from page 1
T
L&NM personel assess
options and call NCDWQ
L&NM and heavy equipment
personel identify equipment
needs and disr)atch to site
LN&M personel procures
maintenance staff as needed
to aid in response to
emergency
T -
L&NM Team will coordinate
response efforts. Meet with
DWQ personel and document
actions taken.

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific_Practices
Farmstead + Swine production Vegetative or wooded buffers
S' Recommended best management practices
Sr Good judgment and common sense
Animal body • Dirty manure-covered [t r Dry floors
surfaces animals
Floor surfaces • Wet manure-covered floors ff Slotted floors
Er Waterers located over slotted floors
C3"-Feeders at high end of solid floors
O Scrape manure buildup from floors
C3 Underfloor ventilation for drying
Manure collection • Urine ff Frequent manure removal by flush, pit recharge,
pits • Partial microbial or scrape
decomposition 0 Underfloor ventilation
Ventilation exhaust • Volatile gases O Fan maintenance
fans • Dust 9'Efficient air movement
Indoor surfaces • Dust CYWashdown between groups of animals
C3 Feed additives
• Feeder covers
0 Feed delivery downspout extenders to feeder
covers
Flush tanks 0 Agitation of recycled lagoon C3 Flush tank covers
liquid while tanks are filling D Extend fill lines to near bottom of tanks with
_ anti-siphon vents
Flush alleys • ! Agitation during wastewater Pr Underfloor flush with underfloor ventilation
conveyance
AT%40r _NnvAml,Pr 1 1 1 GOA nanA 1

Swine Farm Waste Management Odor Control Checklist
Source Cause _BMPs to Minimize Odor Site S aecific Practices
Pit recharge points Agitation of recycled lagoon 0 Extend recharge lines to near bottom of pits with
liquid while pits are filling anti-siphon vents
Lift stations • Agitation during sump tank —Sump-tank covers
filling and drawdown
Outside drain • Agitation during wastewater 0 Box covers
collection or junction conveyance
boxes
End of drainpipes Agitation during wastewater 0 Extend discharge point of pipes underneath
at lagoon conveyance lagoon liquid level
Lagoon surfaces 0 Volatile gas emissions 7-Proper lagoon liquid capacity
• Biological mixing 9'-Correct lagoon startup procedures
• Agitation 9"'Minimum surface area-to-volume ratio
S'Minimum agitation when pumping
0 Mechanical aeration
O Proven biological additives
Irrigation sprinkler • High pressure agitation Irrigate on dry days with little or no wind
nozzles • Wind drift Er Minimum recommended operating pressure
2"'Pump intake near lagoon liquid surface
O Pump from second-stage lagoon
Storage tank or • Partial microbial 0 Bottom or midlevel loading -- - -
basin surface decomposition 0 Tank covers
• Mixing while filling 0 Basin surface mats of solids
• Agitation when emptying 0 Proven biological additives or oxidants
AMOC -November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Settling basin surface • Partial microbial 0 Extend drainpipe outlets underneath liquid level
decomposition O Remove settled solids regularly
• Mixing while filling
Agitation when emptying
Manure, slurry, or • Agitation when spreading 0 Soil injection of slurry/sludges
sludge spreader . Volatile gas emissions 0 Wash residual manure from spreader after use
outlets 0 Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while 0 Soil injection of slurry/sludges
slurry, or sludge on drying 0 Soil incorporation within 48 hours
field surfaces 0 Spread in thin uniform layers for rapid drying
0 Proven biological additives or oxidants
Dead animals • Carcass decomposition Proper disposition of carcasses
Dead animal disposal • Carcass decomposition 0 Complete covering of carcasses in burial pits
pits 0 Proper location/construction of disposal pits
Incinerators • Incomplete combustion 0 Secondary stack burners
Standing water 0 Improper drainage O Grade and landscape such that water drains away
around facilities . Microbial decomposition of from facilities
organic matter
Manure tracked onto • Poorly maintained access 0' Farm access road maintenance
public roads from roads
farm access
AT nr -Vr%vPmhPr 11 1 QQA nacres l

Insect Control Checklist for'Animal Operations
Source Cause -� I31V1Ps to Control Insects
Liquid Systems -Site
-- - -- -;
— _ Site Specific f racQccs
— — — - —
Flush Gutters • Accumulation_ of solid_s 0- Flush system is designed and operated — --
sufficiently to remove accumulated solids from
gutters as designed.
O�Remove bridging of accumulated solids at
_ discharge
Lagoons and Pits • Crusted Solids 0' Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than G-
8 inches over more than 30%of surface.
Excessive Vegetative • Decaying vegetation E Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Dry Systems — -
Feeders • Feed Spillage Er Design,operate and maintain feed systems(e.g., — ---
bunkers and troughs)to minimize the
accumulation of decaying wastage.
lt�' Clean up spillage on a routine basis(e.g.,7- 10
day interval during summer; 15-30 day interval
during winter).
Feed Storage • Accumulations of feed residues 8' 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
��,oisture grain products).
C� Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AMIC-November It, 1996, Page 1

Giurra �.___--
Sourc` Cause BMI's to Control Insects _ Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes l7 Eliminate low areas that trap moisture along
and feed wastage fences and oilier locations where waste
accwnulates and disturbance by animals is
minimal.
O Maintain fence rows and filter strips around
annirual holding areas to nninimize
accumulations of wastes(i.e., bnspect for and
remove or break up accumulated solids as
_ needed).
Dry Manure Handling • Accumulations of animal wastes O Remove spillage on a rouwie basis e. 7- 10
Systems ( g•�
day interval during summer; 15-30 day interval
during winter)where manure is loaded for land
application or disposal.
O Provide for adequate drainage around manure
stockpiles.
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,
Raleigh,NC,27695-7613.
AM - MnvPmhar I I IOU!. L)--7

EMERGENCY ACTION PLAN
TURN BULL FARM
This plan will be implemented in the event that animal manure or lagoon effluent from the
farm is leaking, overflowing, or running off site.
Stec One: Stop the rellease or flow of manure/effluent.
Step Two: Assess the extent of the spill and note any obvious damages.
Step Three: If appropriate contact personnel and agencies.
Farm Management: Scott McLamb 910-385-6822 (mobile)
Gregory Tyndall 910-263-9461 (mobile)
Farm Owner: Nash Johnson 910-590-9024(mobile)
Smithfield Foods: Service Person 910-296-4470
Smithfield Foods: L&NM 910-293-5330
Department of Environ. Mgmt. : 910-486-1541
919-733-3942
Bladen County Emergency Mgmt.: 910-862-6760
Dirt moving/heavy equipment:
Richard Smith 910-876-4227
Mark Reeves 910-596-7013
Willie Ammons 910-296-7853
Contract pumping/irrigation equipment:
Ryon Herring 910-385-6526
Ingold Irrigation 910-385-6318

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
© Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
a 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 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.
Q In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
a Any method which, in the professional opinion�of the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations.. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be,done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature f Farm Owner/Manager Date
Sign ture of Technical Specialist Date

LAGOON SITE SOILS INVESTIGATION
PROJECT: _ - - - _- ---- - __-- - -
�a t,( h 4 l COUNTY:
FIELD INVESTIGATION QY: DATE:
- SITE SKETCH
1 !
BORING
,�iN t S or to� �j ETT R-T
DEPTH WT `�•s• �E�p- PEA ..sY6✓E
BORING NUMBER AND PROFILE
SCALE
C)r /
7 r—
_
BORING/ SAMPLING METHOD: SIGNATURE:

r%6_
=--NASH JOHNSON SITE #]
Date:=== 07119/95
Dist.to nearest residence (other than owner)
sows (farrow to finish):===
sows (farrow to feeder: eder):
head' (fin ish ing on[y) 4896
sows
s (farrow to wean):
head (wean to feeder)
Ave- Live Weight for other operations(lbs.)=>
Storage volume for sludge accum- (cu-ft):—
Treab-nent Volume (min- 1 cu. ft.Ab.) 1 .0
25 Year — 24 Hour Rainfall 7.5
Rai nfEd I in excess of evaporation (in.) > 7.0
Drainage area of buildings & lots (sq. ft-)=
Volume of wash water (gallons/day) =>
%--mporary storage pert-O'd (days)= > 180
Freeboard 1.0
Side slopes Cinsi-qe lagoon) 3.0 - 1
lnsidetop Iergth 540.0
Inside top width 267.0
Top of dik e'elevation (ft.) 102.8
—'Iottom of lagoon elevation (k) 93.i
,seasonal high water table(S HWT) elev.(ft):=> 97-9
Total required volume 996588 cu. ft. **TOTAL VOL 0-K."
Actual design volume.- 103_9%_ 5 cu. t_ 104-35%
Stop pumpinq or = to 97.22 ft.SHWT)-.:. 99.1
or = to 99.1 ft.Min)
Required minimum treatment volume: 6W960 cu. ft. "TRIAT. VOL 0 K-:k"c
Volume at stop pumping elevation 680776 cu. ft. 103-00%
Startpurnping 101.0
Volume at start pumping elevation: 929956 cu- ft. --;-`;STORM STOR. O.K.*-It
�Ir rain, 94!XQ3 cu. ft- W - I I IQ
VCIUMP less r'M 1 n
NOTF. Verify that ternp- stru'rage, is adequate:
Req. volume-to be pumped: => 245516 cu. ft. *-"TEMP- VOL C_K`f"'
Actual volume to be pumped:pumped:== 249180 cu,ft. 101 .49%

.erator: NASH JOHNSON SITE County: BLADEN Date: 07/19/95
.stance to nearest residence ( other than owner) : feet
AVERAGE LIVE WEIGH' (ALW )
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
4896 head (finishing only) x 135 lbs. = 660960 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight = 000960 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 660960 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 660960 cubic feet
v
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
JTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 540. 0
Inside top width (feet)---------------------- 267. 0
Top of dike elevation (feet) ----------------- 102. 8
Bottom of lagoon elevation (feet ) ------------ 93. 1
Freeboard (feet ) ----------------------------- 1. 0
Side slopes ( inside lagoon) ------------------ 3. 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SSY SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3. 0 3. 0 3. 0 3. 0 534. 0 261. 0 8. 7
AREA OF TOP
LENGTH * WIDTH =
534. 0 2SI. 0 139374 ( AREA OF TOP )
AREA OF BOTTOM
LENGTH • WIDTH =
481. 8 208. 8 100600 (AREA OF BOTTOM )
AREA OF MIDSECTION
LENGTH * WIDTH - 4
507. 9 234. 9 477223 (AREA OF MIDSECTION - 4 )
CU. FT. = [AREA TOP (4*AREA MIDSECTION) - AREA BOTTOM] DEPTH/6
139374. 0 477222. 8 100599. 8 1 . 5
Total Designed Volume Available = 1039935 CU. FT.
'f

TEMPORARY STORAGE REQUIRED
a
DRAINAGE AREA:
Lagoon (top of dike)
Length" * Width =
540. 0 267. 0 144180. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 144180. 0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces 8 urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 660960 lbs. ALW/135 lbs. ALW 1. 37 gal/day 180 days
Volume = 1207354 gals. or 161410. 9 cubic feet
�. 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
;. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7. 0 inches
Volume = 7. 0 in * DA / 121 inches per toot
Volume = 84105. 0 cubic feet

Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 90112. 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 161411 cubic feet
5B. 0 cubic feet
5C. 84105 cubic feet
5D. 90113 cubic feet
TOTAL 335628 cubic feet
SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7. 0 inches
25 .year - 24 hour rainfall__________________> 7. 5 inches
1. 0 feet
Side slopes_________________________________> 3. 0 : 1
Inside top length___________________________> 540. 0 feet
Inside top width=====_______________________> 267. 0 feet
Top of dike elevation=======================> 102. 8 feet
Bottom of lagoon elevation==================> 93. 1 feet
Total required volume=======================> 996588 cu. ft.
Actual design volume========================> 1039935 cu. ft.
Seasonal high watertable elevation (SHWT) ===> 97. 2 feet
Stop pumping elev. __________________________> 99. 1 feet
Must be > or = to the SHWT elev. ==========> 97. 2 feet
Must be > or = to min. req. treatment el. => 99. 1 feet
Required minimum treatment volume===========> 660960 cu. ft.
Volume at stop pumping elevation=========_==> 680776 cu. ft.
Start pumping elev. _________________________> 101. 0 feet
Must be at bottom of freeboard & 25 yr. -rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 949823 cu. ft.
Volume at start pumping elevation===========> 929956 cu. ft-
Required volume to be pumped================> 245516 cu. ft.
Actual volume- planned to be pumped==========> 249180 cu. ft.
Min. thidkness of soil liner when required==> 1. 4 feet
011 1601
DESIGNED BY : APPROVED BY :
DATE: DATE: 7/Z':195
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS :

LAGOON SITE SOILS INVESTIGATION
PROJECT: Aid lj - - - - COUNTY:
oyuSoJ Z 7jc��/�Er
FIELD INVESTIGATION BY /l(rJ
DATE:
T , SITE SKETCH
I
_ I f
—t--
i
gyp.
I
i
I j i
BORING
DEPTH WT BORING NUMBER AND PROFILE
SCALE
fE.j
� � p A��4 u CcrocxE s
-
L /o.
— I
BORING/ SAMPLING METHOD: ��,;�,�Ne� SIGNATURE:

!Operator:. ------------ TURN BULL FARM #2
County: ------ =:ZLADEN
07120/95
0i st.to newest residence (other than owner): 500 ft.
,ows (far row to finish): >
sows (farrow to feeder):eder)
head (finishing onfy):===== 4896
sows (farrow to wean):====_ _______________--
head (wean to f@eder):=====
Ave. Live Weightor other operations(lb&)=>
Storage volume for sludge accum- (cu-ft.):=>
Treatment Volume (min- 1 cu. ftAb.)=======> 1-0
25 Year — 24 Hour Rainfall 7.5
Rainfall in excess of evaporation (in.)=====> 7-0
Drainage area of buildings& lot- (sq. fQ=>
Volume of wash water (gallons/day) >
Temporary storage period (days)__ 180
Freeboard 1.0
Side slopes (inside lagoon):================> 3-0 : 1
Inside t6piength 380.0
Inside top width 3W.0
Top of dike elevation 101.0
Bottom of lagoon elevation (ft.): 91.0
Seasonal high water table(SHWT) elev.(tt):=> 96.5
Total required volyme.'===== ======= 096854 cu. ft. **TOTAL VOL O.K-**
—Actual design volume:====== ======= 1085RA3 cu. ft. 108.930/0
.top pumping el.(> or = to 96.5 ft-SHWI)> 97.0
(:, or = to 97.0 ft.Min)
Required minimum treatment volume: 660960 cu-ft. **TRMT. VOL O.K."
Volume at stop pumping elevation: 686112 cu. ft. 103.81%
Start pumping elev..-===========--========== 99.0
Volume at start pumping elevation: 948224 cu. ft. "STORM STOR. 0.
Actual volume less 25yr-24hr rain: 995618 cu. ft. 105.000/1,
NOTE: Verify-that tamp. storage is adequate:
Req- volume to be pumped:====> 245644 cu- ft. **TEMP. VOL O.K."
Actual volume to be pumped:== 262112 cu. ft. 106.70%
'v

erator:TURN BULL FARM # 2County: BLADEN Date: 07/20/95
nce to nearest residence (other than owner) : 1500. 0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (fa?fow to feeder) x 522 lbs. = 0 lbs
4896 head (finishing only) x 135 lbs. = 660960 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight = 6GO960 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 660960 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF) /lb. ALW = 1 GF/lb. ALW
Volume = 660960 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
TOTAL DESIGNED-yVOLUME
Inside top length (feet) --------------------- 380. 0
Inside top width (feet)---------------------- 380. 0
Top of dike elevation (feet) ----------------- 101. 0
Bottom of lagoon elevation (feet)------------ 91. 0
Freeboard (feet) ----------------------------- 1. 0
Side slopes ( inside lagoon)---------------=-- 3. 0 1
Total design volume using prismoidal formula
SS%END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3. 0 3. 0 3. 0 3. 0 374. 0 374. 0 9. 0
AREA OF TOP
LENGTH * WIDTH =
374. 0 374. 0 139876 (AREA OF TOP)
AREA OF Bd rTOM
LENGTH f WIDTH =
320. 0 320. 0 102400 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH - WIDTH • 4
347. 0 347. 0 481636 (AREA OF MIDSECTION 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION ) + AREA BOTTOM) DEPTH/6
139876. 0 481636. 0 102400. 0 1. 5
Total Designed Volume Available = 1085866 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
380. 0 380. 0 144400. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 144400. 0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = '' 660960 lbs. ALW/135 lbs. ALW 1. 37 gal/day 180 days
Volume = 1207354 gals. or 161410. 9 cubic feet
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
Volume" of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7. 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 84233. 3 cubic feet
v

^Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 90250. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 161411 cubic feet
SB. 0 cubic feet
5C. 84233 cubic feet
5D. 90250 cubic feet
'DOTAL 335894 cubic feet
`.SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7. 0 inches
25 year - 24 hour rainfall__________________> 7. 5 inches
----- ------- --> 1. 0 feet
Side slopes_________________________________> 3. 0 : 1
Inside top length___________________________> 380. 0 feet
-----------
Inside top width=====________ 380. 0 feet
Top of dike elevation_______________________> 101. 0 feet
Bottom of lagoon elevation__________________> 91. 0 feet
Total required volume_______________________> 996854 cu. ft. +�
Actual design volume==_____________ _ 1085868 cu. ft.
Seasonal high watertable elevation (SHWT)===> 96. 5 feet
Stop pumping elev. ______________ 97. 0 feet
Must tie "�' or = to the SHWT elev. __________> 96. 5 feet
Must be > or = to min. req. treatment el. _> 97. 0 feet
Required minimum treatment volume=====______> 660960 cu. ft.
Voluirre at stop pumping elevation=====_______> 686112 cu. ft.
Start pumping elev. ====_______________ 99. 0 feet
-------------
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 995618 cu. ft.
Volume at start pumping elevation=====______> 948224 cu. ft.
Required volume to be pumped=====-----------> 245644 cu. ft.
Actual volume planned to be pumped=====_____> 262112 cu. ft.
Min. thickness of soil liner when required==> 1. 5 feet
DESIGNED BY: APPROVED BY
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: �

LAGOON SITE SOILS INVESTIGATION
PROJECT: - — _ - - - - - -- --ll
NNSor� 3 COUNTY: 13�,arJEr+
FIELD INVESTIGATION BY: ,1/ 3 DATE:
s
SITE SKETCH
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BORING
DEPTH WT BORING NUMBER AND PROFILE 3
SCALE - _o� _ y, Add-
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BORING/ SAMPLING METHOD: 7>z�C�;�dr SIGNATURE:

Operator:
Paunty:==
08, Q!95
Dist.to nearest residence (other than owner): 1500 ft.
sows (farrow to finish)-=
sows (farrow to feeder) eder)-
head (finishing only)-= 489013
sows (farrow to wean)
head (wean to feedax):;=
Ave. Live Weight for ogler operation-Obs.)
Storage volume for sludge accum. (cu.fL):=::.
Treatment Voi ume (m in. 1 cu. ft/lb.) 1
25 Year - 24 Hour Raii nfal I (in.)=== 7.0
Rainfall in excess of evaporation (in.)=====> 7.0
Drainage area of buildings & lots. (sq. fQ=
Volume of wash water (gallons/day)====
Temporary -torage period (days)=============,-- 180
Freeboard 1.0
Side slopes. (inside lagoon)-=========== 3.0 .
In-Tide top lenqth 375.0
Inside top width 375.0
Top of dike elevation
101-0
Bottom of lagoon elevation (ft.):- => 91.2
Sgasonal high water table(S M"I -36-8
Total required volume—=== 986433 cu. ft. :"'T01-AL VOL 0,K.
Actual deGi gn volurn e-===___== 1034942 cu. it. 10 4.9 2 5/c,
Stop pumping el.( . or = to 96.8 ft.SHW1)-:. 0S.2
(> or = to 97.2 ft.Min.)
Required minimum treatment volurne- 660960 cu. ft. ',":TRf\AT. VOL 0 K_A:11
Volume at stop pumping elevation- 670786 cu. ft. 101.49%.
Start PUniping elev.­= 00 ly
Volume at start puniping elevation- 927424 cu. ft. '"STORM ST OR. O_K_-1---1"
Actual vo-lurnLa less 25yr-214hr rain: 952911 cu. ft. i 02.75%
-Verifv that temr.n stcH-Fine is adequate-
Req. volume to be Pumped:====-:- 243442 cu. ft. **TEMP_ VOL O-K.-x-*
Actual volume to be pumped-= 256638 cu. ft. 105.42%

j,�erator : NJOHNSON#3 County: BLADEN Date: 08/16/95
_ance to nearest residence (other than owner) : 1500. 0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
4896 head (finishi,pg only) x 135 lbs. = 660960 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight = 660960 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 660960 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 660960 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
TOTAL DESIGNEb VOLUME
Inside top length (feet) --------------------- 375. 0
Inside top width (feet) ---------------------- 375. 0
Top of dike elevation (feet)----------------- 101. 0
Bottom of lagoon elevation (feet) ------------ 91. 2
Freeboard (feet) ----------------------------- 1. 0
Side slopes ( inside lagoon ) ------------------ 3. 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3. 0 3. 0 3. 0 3. 0 369. 0 369. 0 8. 8
AREA OF TOP
LENGTH WIDTH =
369. 0 369. 0 136161 (AREA OF TOP )
AREA OF BOTTOM
LENGTH * WIDTH =
316. 2 316. 2 99982 (AREA OF BOTTOM )
AREA OF MIDSECTION
LENGTH * WIDTH - 4
342. 6 342. 6 469499 ( AREA OF MIDSECTION 4)
CU. FT. _ [AREA TOP + ( 4*AREA MIDSECTION) + AREA BOTTOM) DEPTH/6
136161. 0 469499. 0 99982. 4 1. 5
Total Designed Volume Available = 1034942 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Wi;oth =
375. 0 375. 0 140625. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 140625. 0 square feet
Design temporary storage period to be 180 days.
�►_ Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 660960 lbs. ALW/135 lbs. ALW 1. 37 gal/day 180 days
Volume = 1207354 gals. or 161410. 9 cubic feet
B,,_.,., 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
PC. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180,E days excess rainfall = 7. 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 82031. 3 cubic feet

---`Volume of 25 year - 24 hour storm
Volume = 7. 0 inches / 12 inches per foot * DA
Volume = 82031. 3 cubic feet
TOTAL RE9UIREp TEMPORARY STORAGE
5A. 161411 cubic feet
5B. 0 cubic feet
5C. 82031 cubic feet
5D. 82031 cubic feet
TOTAL 325473 cubic feet
SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7. 0 inches
25 year - 24 hour rainfall==================> 7. 0 inches
Freeboard===================================> 1. 0 feet
Side slopes_________________________________> 3. 0 . 1
Inside top length===========================> 375. 0 feet
Inside top width============================> 375. 0 feet
- Top of dike elevation=======================> 101. 0 feet
Bottom of lagoon elevation==================> 91. 2 feet
Total required volume=======================> 986433 cu. ft.
Actual design volume=====___________________> 1034942 cu. ft.
Seasonal high watex-table elevation (SHWT) ===> 96. 8 feet
Stop pumping elev. __________________________> 97. 2 feet
Must be > or = to the SHWT elev. ==========> 96. 8 feet
Must be *", or = to min. req. treatment el. => 97. 2 feet
Required minimum treatment volume===========> 660960 cu. ft.
Volume- at stop pumping elevation============> 670786 cu. ft.
Start pumping elev, _________________________> 99. 2 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 952911 cu. ft.
Volume at start pumping elevation===========> 927424 cu. ft.
Required volume to be pumped================> 243442 cu. ft.
Actual volume planned to be pumped==========> 256636 cu. ft.
Min. thickness of soil liner when -required==>VIjjtj,�A
1. 4 feet
DESIGNED BY: APPROVED BY :
DATE: DATE: P-q
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS .

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
-------------- ----------------
. his 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, -sGils, crop, and equipment in order to apply waste without
—unoff 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 :
i . 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 p-recharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should nut
be used for flushing after initial filling.
L. The attached waste utilization plan shall be followed. Thi_
plan recommends sampling and testing of waste (see attachment )
before land application.
3. Begin temporc3i y storage purnp-out of the iaguon whEer, fluid level
reaches the elevation 101. 0 at: [r,nrked -by permanent. marker. Stutz pullip -
out When the fluid level reaches elevation 9. 1 . This temporary
storage, less yr -- 24 hr sitoir,, cornta.ins• 245515 cubic feet 'Dr
36459 gal1.u.._

SHEET 2 OF 2
�4. The recommended maximum amount to apply per irrigation is
ne ( 1 ) inch and the recommended maximum application rate is 0. 3
inch per hour. Refer to the waste ut:tlization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowrd -.annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
S. 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.
2. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Manage,)pent, has the responsibility for enforcing this law.
v