820519_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources APR p 9 2019
Animal Waste Management Systems "`yaw -wal
Request for Certification of Coverage R%X1idiopwav"►hs. tLUM
Facility Currently covered by an Expiring Sate Non -Discharge 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.
1. Farm Number: 82-0519 Certificate Of Coverage Number: AWS820519
2. Facility Name: University, Farm
3. Landowner's Name (same as on the Waste Management Plan): Hervie S Honevcutt
4. Landowner's Mailing Address: 1280 Mosele+ Ave
City: Clinton State: NC Zip: 28328
Telephone Number: 910-592-8068 Ext. E-mail:
5. Facility's Physical Address: 1280 Mosely Ave
City: Clinton State: NC Zip: 28328
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner): Hervie S Honeycutt
g. 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 Name (OIC): atthis lillone No.: OIC #: g9942---.
11. Lessee's Name (if there is not a Lessee, write "None"): S Oil Oy—/ 81 7
12. Indicate animal operation type and number:
Current Permit: Onerations Tvne
Allowable Count
Swine - Wean to Feeder
10,855
Operation Types:
Swine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cow
Pullets
Feeder to Finish
Dry Cow
Turkeys
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
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

ROY COOPER
cmernor
MICAEL S. REGAN
Secmrary
LINDA CULPEPPER
oirt" for
NORTH CAROLINA
Environmental Quality
February 27, 2019
Hervie S Honeycutt
University Farm
1280 Moseley Ave
Clinton, NC 28328
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https:Hdeg.nc.eov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure Your continued coveraae under the State Non-DiscligriLe General Permitsyou must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Ex _L_g State Non -Discharge General Permit." The application form must be completed, signed and returned by Auril 3. 2019.
Please note that you must include one (1) cony of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on sage 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Favetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820519
Murphy -Brown LLC
Yti Nora ^Zsna r,a Dsoan rs tof Ei roimer.ta `,ua t, I p vsonof Water Fes.ur�s
DE 512 N. S. sber'y St. 1 1$342- IWa Serves Herter I Fa e €h, N,. rt, Caro na 27ES13-IESE

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make at] necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
1 go
19.00
2
S9rill
119.00
82-519Lflo
6
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), sinned by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

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 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be b/yf a principal executive officer of the corporation):
/
Name: ' eT7=rll/e S. [cf, "77 Title: +
Signature: _ Date: J7 Z D—
Name:
Signature:
Name:
Signature: _
Title:
Date:
Title:
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@ncden r.gov
FORM: RENEWAL -STATE GENERAL 02/2019

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
a a 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 composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from'NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
a 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
APR 0 9 20�9
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
OW Juah -
Division regulations and guidance.
Regional operations5eetto0
. 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
at f FarO�wn❑er/Manager Date
Signature of Technical Specialist Date

4/2/2019 1280 Moseley Ave - Google Maps
r,Q gle Maps 1280 Moseley Ave
Imagery 02019 Google, Map data 02019 Google 5001't
httpsJ/www.google.comlmapslplace11280+Moseley+Ave,+Clinton,+NC+28328/@34.9282784,-78.3097428,1125mldata=!3ml!l e3!4m5l3m4!l sOx8gab... 1 /1

4
Nutrient Management Plan For Animal Waste U ' ' t�%zaiion
This plan has been prepared for:
University Farms
Hervie Honeycutt
1280 Moseley Ave.
Clinton, NC 28328
[phone]
01-05 2014
This plan has been developed by.
Greer Moore
Clear Run Farms Consulting Services
PO Box 338 A
Hurrells, N28444
(910)385 4,56
veloper Signaftwe
Type of Plan; Nitrogen Only with Manure Only
OwnerlM_ anager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named .above. I have read and understand the
Reqxiired Specifications concerning animal waste management that are included with
this plan.
�� sigurC (ow° Date
. r
Signature (manager or producer) Date
This plan meets the minimum stan#ards and specifications of the U.S. Department of
Agriculture - Natural Resources ervation Service or the standard of practices
adopted by the Soil and Water f s�tion Commission.
Plan Approved By:
I
echnicai
----------------------------------------------------------------
Preview Database Version 3.1
P��
Date
Date Printed: 01-08-20I4 Cover Page 1

Nutrients applied in accordance with this plan will he supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5
Broadcast
Incorporated
Injected
Irrigated
Year 1
'ine Nursery Lagoon Liquid waste generated 2,073,305 gals/year by a 10,855 animal
ine Nursery Lagoon Liquid operation. This production facility has waste storage
'acities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
4775
Max. Avail. Actual PAN
PAN bs) Applied Qbs)
5,191 6396
8201
9031
5191
PAN Suuplus/ Actual Volume
Deficit (lbs) Applied (Ciallons)
-1,205 2,554,661
Volume Surplus/
Deficit (Gallons)
-481,356
- ----------- ------------------------------------ --------- ..
Note. 1n source ID, S mews standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
Preview Database Version 3.1 Date Printed: 11-30-2014 Source Page I of I

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the n umber of acres of
cropland needed to use the nutrients being produced. The plan. requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper tuning of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in.
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Utilization
Source
Total
Use.
Tract
Field
ID
Soil Series
Acres
I Acres
10865
FI(HW)
S5
Wagram
20.09
15.00
10865
FI (HW)
S5
Wagram
20.09
15,00
HH
Pt
S5
Blanton
2.031
2.03
FIH
Pi.
S5
Blanton
2,03
2.03
HH
P2
S5
Blanton
1.08
1.08
HH
P2
S5
Blanton
1,08
1.08
HH
113
S5
Blanton
4,73
4,73
1-11-1
P3
S5
Blanton
4.73
4.73
HH
P4
S5
Foreston
3.77
3,77
HH
P4
I SS
Foreston
3.77
3,77
111709e11
t;anm.
Res,
I Manure liquid Solid
Liquid
PA
Fort,
(Ibs/A)
PA ManurcA Manure
Manure
Nutrient
Nutrient
Nutrient pplied Applied
Applied
litcq'd
Applied
Applied (acre) (acre)
(Ficid)
(Ibs/A)
(lbs/A)
(lbs/A)
Applic.
APpbe•
1000
Crop
RYE
Period
N
N
N
Metlud
N gad/A Tons
1000 gals
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Brig.
5C 19.97 0,00
299.51
Hybrid Bermudagrass Pasture
5,5 Tons
3/1-9130
202
0
0
Irrig,
202 80.69 0.00
1,21.0.31
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
50 19.97 0,O0
40,54
Hybrid Bermudagrass Pasture
4,5 Tons
3/1-9/30
161
0
0
Irrig.
161 64.31 0.00
130.55
Small Grain Overseed
1.0 Tons ''10/l-3/31
$0
0
0
brig.
50 19.97 0.00
21,57
Hybrid Bennudagrass Pasture
4.5 Tons
3/1.9/30
161
0
0
brig,
161 64,31 0.0
5g,46
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Irrig.
50 19.97 0.0
94,a7
Hybrid Bermudagrass Pasture
4,5 Tons
3/1.9/30
161
0
0
Irrig.
161 64.31 0 00
3'04,19
Small Grain Overseed
1 A Tons
10/1-3/31
50
0
0
Irrig,
S0 19.97 0.00
75.30
iybrid Bermudagrass Pasture
6.0 Tons
3/1-9/30
205 L
0
0
Jrrig,
205 sl,89 0.00
309.71
Total.Applied,1000 gallons
2,554.66
Total Produced, 1000 gallons
2,073.31
Balance, 1000 gallons
-481,36
Total Applied, tons
Total Produced, tons
Balance, tons
Notes: 1, In the tract colum. n, - symbol means leased, otherwise, owned. 2, Symbol * means user entered data.
Preview Database Version 3.1 Date Printed: 11/30/2014
WUT Page 1 of 1
Solid
Manure
Applied
(Fife Id)
tons

The Irrigation Application Factors for each field in this plan are shown in the following table.. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you Mttst apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater_ It also lists the maximum application amount that each field may receive in any one application.
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
Application Amount
(inchesihour)
(inches)
10865
Fl(HW)
Wagram
0.60
1.0
HH_
P1
Blanton
0.75
1.0
HH
P2
Blanton
EE
0.75
10
HH
P3
Blanton
0.75
1.0
HH
P4
Foreston
_
fl
Lfl
Preview Database Version 3.1 Date Printed 11/302014 1AF Page 1 of 1
NOTE: Symbol * means user entered data.

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Field estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index"
Soil Series
Crop Sequence
RYE
10865
Fl (1-M
20.09
15.
N/A
wagtam
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
HH
Pl
2.03
2.03
N/A
Biauton
Small Grain Oversmd
1.0 Tons
Hybrid Bermudagrass Pasture
4.5 Tons
HH
P2
1.08
1.0
N/A
Blanton
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
4.5 Tons
HH
P3
4.73
4.73
N/A
Blantott
Small Grain Oversmd
1.0 Tons
Hybrid Bermudagnm Pasture
4.5 Tons
HH
P4
3.77
3.77
N/A iforeston
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.0 Tons
PLAN TOTALS: 31.70 26.61
LI
Pote); al.Leaehi -
Technical Guidance..
f .ow potential to contribute to soluble
None
< 2
nutrient leaching below the root zone_
>= 2 &
Nioderate potential to contribute to
Nutrient Management (590) should be planned.
<=10
oluble nutrient leaching below the root
;cone.
High potential to contribute to soluble
Nutrient Manag t (590) should be planned. Other conservatm practices that improve
nutrient leaching below the hoot zone_
the soils available water holding capacity and improve nutrient -use efficiency should be
> 10
considered.. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and cslge-of-field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
Preview Database version 3.1 Date Printed 11/30/2014
PCs Page 1 of 1
NOTE: Symbol * means user entered data.

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to aaro and less than or equal to the design
storage capacity ofthe facility. Ifthe available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Stennae rnnnrit.r
Source Name Swine Nursery Lagoon Liquid
Start Date 9/1
Plan Year Month
Design Storage Capacity (Days)
180
Available Storage Capacity (Days)
1
1
93
1
2
74
l
3
97
1
4
103
1
5
108
1
6
149
1
7
1.54
1
8
180
1
9
180
1
10
168
1
i1
157
1
12
145
* Available Storage Capacity is calculated as of the end of each month.
Preview Database Version 3.1 Date Printed: 11-30-2014 Capacity Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization - able provides an estimate ofthe number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen .
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application_ Ideally, effluent spray fields should -not be
used for sludge application. If this is notpossible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Com 120 bu
150
13.16
27.63
55.26
82.89
Hay 6 ton R.Y.E.
300
26-32
13.81
27.63
41.44
Soybean 40 bu
160
14.04
25.90
51-80
77.71
------------------------------------------ --- --------------------------------------_ _ - ------------------ ...--------------
Preview Database Version 3.l Date Printed: 11-30-2014 Sludge Page 1 of i

Crop boles
The following crap note applies to field(s): A, B, C
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal. Plain, oats and barley should be planted from October 15-October 34; and rye from
October 15_November20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the sling rates table for applicable
seeding rate modifications in the current NCSU "Small Grain ProduWOR Guide". Also, increase the
initial seeding rate by at least 10% when planting no -tin. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 lit" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March -
The, following crop note applies to fields}. A, B, C
Bermudagrass: CP, Mineral Soil, moderately Well Drained_
Adaptation: Well -adapted -
In the Coastal Plain, hybrid bermudagmss sprigs can be planted Mar.1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal)- Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bulac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bulge is satisfactory to produce full groundcover m one or two years under good growing
conditions_ Tifton 44 spreads slowly, souse at least 40 bu/ac in 1.5, to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micxanutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and 3uly. liter established stands .apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
Of Pastures and Forages m North Carolina for more information or consult your regional agronomist or
extension .agent for assistance_
414381 Database tiersion 3.1 Date Printed:
0&29-2006 - Crop Note Page I of 2

The following crop note applies to f eld(s): HW
Fescue: Coastal Plain, Mineral Soil, Moderately Well Drained
Adaptation: Marginal• and Feb.15 to Mar. 20. For
In the Coastal Plain, tall fescue can be ptanted Sept. l to Oct 15 (best)
pure. -stand broadcast seediAgs use 20 to 30 lblac., for drilled use 15 to 20 lblac. seed. Use certified seed
to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in
n
mixture with elovers. Tall fescue requires adequate soil moisture for pamistece and production. Sail test
for preplanf and maintenance lime PhosPhorns, and potassium recommmendafions• Apply 40 to 60 lblac
nitrogen at planting for pure stands only. Do not apply N for mixtures with clovers but use proper legume
150 to 200 lblac. N to pure -stand fescue for bay production; reduce N rates
inoculation techniques. Apply amounts in
by 25% to 50% for grazing. Apply N Feb. 1 to Mar. 20 and Aug. 20 to Sept. 30, with equal.
each window Refer to Technical Bulletin 305, Production and Util_butian of Pastures and Forages
in North Carolina for additional information or consult your regional agronomist or extension agent for
assistance.
-- iKs-29-2Q06 s - Crop Note Page 2 of 2
414301 Databaw Version 3.1 Dots Primer

Reatuired Snecificatiions For Animal Waste Manaffement
1. Animal waste shall not reacb surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation
or land application.. Any discharge of waste that 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 dinot own adequate land to
properly dispose of the waste, he/she shall provide evidence of a
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 Management Plan when there is a changeB the
operation, increase in the number of aInhnals, method of applimti
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs l
for realistic crop yields based upon soil type, available moisture,
historic
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for -other nutrients.
#. Animal waste shall be applied to land eroding lea than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tow
filter
per
acre per year but less than 10 tons per acre per year provided grass
strips are installed where runoff leaves the feld(� USDA, MRCS meld
Office Technical wide Standard 393 - Filter p )
5. Odors can e reduced by injecting the waste or by disking after waste
bapplication. Waste should not be applied when there is danger of drift
from the land_ application field.
h. When animal waste is to be applied on acres _subject to 11 � ste
wee is
will be soil incorporated on conventionally tilted crop
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' North Carolina" for guidance).
648279 Datahasc Version 3.1
Date Printed: 6(29CZ006 SvecificWoa PW 1

7. Uquid waste sib be appUed at rates not to eXceed the ii IRfdtiati0R
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.
0. Animal waste shad not be applied to saturated soils, during rainfall
events, or when the soil surface is from.
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 sled also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
n
planted craps on soils with a high FQtential for leaching. Wastelnutriet
loading rates on these soils should be hel�o�a� minimum
nutrients. Waste shall not
winter cover crop planted take up F of the crop or forages
be applied more than 30 days ricer to Planting F g
breaking dormancy.
11. Any new swine facility sited on or after October 191995 shall comply with
the following: The outer perimeter of the land area onto
to least
applied from. a lagoon that is a component of a swine farm shall lac
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 he applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to weds.
13. Animal waste shall not be applW 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.
SVCCMcadon Page 2
w279 Database version 31
Date Printed: 6f29/2U(f6

15. Animal waSte shall not be discharged into surface waters, drainageways,
Ani
or wetlands by a discharge or by Over-sprayL.al waste may be
applied to prior converted cropland provided the field 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.
17. A protective cover of appropriate vegetation will be established on all
(lagoon embankunents, berms, pipe runs, etc.). Areas
disturber areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and outer woody series, 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.
y~ to be
lg. If animal production at the facility -is ' suspended l or terminated, the
owner is responsible for obtaining and implementing a closers pit!
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping9 pumM reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
Z®. Animal waste can be used in $ rotation that includesanimal waste is used on
crops for direct human consumption- Howeve
r' ifton, it should Duly be applied pre -plant
crops for direct human consuntp 't
with no further applications of animal waste during the crop season*,
and
21. High ySible markers shall be installed to mar volume) hetof all waste
elevations of the temporary storage (pumping
m shall be age to maintain the liquid level
treattne ►t lagoons. pumping g to mark the maximum
between the markers. A marker will
be reair+ed
.storage volume for waste sto rage ponds.
SUwifi�on Page 3
648279 Database version 3.1
—T - Dale Printed �iPZ912W16

22e Waste sm►an be tested within --
days of u on and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-determiWng nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lover
application rate than a nitrogen based rate. Zip and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metes 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.
Taste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
_ �� ate Panted= 6/Z9t'tM T Specification P� 4
~648279 Dataiase Version 3-1

HerWe
u�Mwlb► Fa�a
Pull # Acres
1
2.03
2
1.08
3
4.73
4
3.77
Total 11.61
Pull Specifications.
Reel Rain C1030PT
w f Nelson 150
w/1.08" nozzle 0 44 PSI
155 GPM.- 255' WD
180" Lane Spacings
vFSir,
5fg/2dl3

Sheetl
IRRIGATION SYSTEM'DESION PARAMETERS
Landowner/Operator Name: Hervie Hohayoutt - University Farms, Inc. - Irr, Add't, County: Sampson
Address: 1280 Moseley Ave.
Clinton, NC 28328 Date: 5/9/2013
Telephone: [phone]
Table '1- Field !Specifloations
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Meld Rate Cycle
Number (acres) Soil Type Slope % Crop(s) (Ih/hr) (inches) Comments

-, Ei`�/IERGENCY ANION PLAN
PHONE NUf%MERS
DWQ FAQ . a ice
EMERGENCY MANAGEMENT SYSTEM 4 t 1
SWCD 4id 5 2Z 7 -9116
MRCS 410 592. 746 3
'BC. - 1541
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam-
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Cali a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c_ Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a_ Stop recycle pump.
b_ Stop irrigation puMp_
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D: Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle PUMP-
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house. flush systems, or solid separators-

e_ Repair all leans prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as .opposed to
flowing leaks- possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage,
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
_f_. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office; Phone - - _ After hours, emergency number. 919-733-3942.
Your phone call should include: your name, facility, telephone number, the details
of the incident from item 2 above, the exact location of the facility, the location or
direction of movement of the spill, weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number -
c. instruct EMS to contact local Health Department.
d- Contact CES, phone number - - , local SWCDD office phone number
and local NRCS office for advicettechnical assistance phone number - -
4: If none of the above works call 911 or the Sberiff s Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5: Contact the contractor of Four .choice to begin repair Qf problem t-Q nm_n_ imize off -site
damage.
a. Contractors Name:—
b. Contractors Address:
c. Contractors Phone:_

6: Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone:
7: Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damane, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
c.._.rT "AM
APR 0 9 2019
-xewaualit,,
p640Wo9er UONSection

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
:e .—. Cause
BMP's to Minimize Odor
teao Swine production (Vegetative or wooded buffers;
(4 ti'acommended best management
practices;
(4-Good judgment and common sense
) body surfaces Dirty manure -covered animals („ bry floors
surfaces Wet manure -covered Roars ('7 Slotted floors;
(vWatarers located over slotted floors;
(•d'reeders at high and of solid floors;
(,$,scrape manure buildup from floors;
(.KJnderfloor ventilation for drying
Site Specific Practices
e collection pits
Urine
(!'Frequent manure removal by flush,pit
recharge,or scrape
Parita( micorbial decomposition
(.y,Underfloor ventilation
ition exhaust fans
Volatile gases;
(0-fan maintenance;
Dust
(efficient air movement
surfaces
Dust
(44ashdown between groups of animals
(-}Seed additives;
( ) Feeder covers;
(+,I eed delivery downspout extenders to
feeder covers
sank.
Agitation of recycled lagoon`
()Flush tank covers
liquid whiles tanks are filling
() Extend fill lines to near bottom of
tanks with anti -siphon vents
rlleys
Agitation during wastewater
() Underfloor flush with'underf(oor
conveyanance
ventilation
harge points Agitation of recycled kagoon () Extw4 rech_ard tines to near bottom of
liquid while pits are filling pits with anti -siphon vents
Itions Agitation during sump tank filling () Sump tank covers
and drawdown
e drain collection Agitation during wastewater
:lion boxes conveyance
drainpipes at lagoon Agitation during wastewater
( ) Box covers
() Extend discharge point of pipes
underneath lagoon liquid level
i surfaces Volatile gas emissions Proper lagoon liquid capacity
Biological mixing W-Correct lagoon startup procedures
Agitation (} Minimum surface area -to -volume ratio
() Minimum agitation when pumping
() Mechanical aeration
() Proven biological additives
an kler nozzles Nigh pressure agitation
Wind draft
('d'(r�igate on dry days with little or no wind
( Minimum recommended operation pressure
( *ump intake near lagoon liquid surface
O Pump from second -stage lagoon
—November 11, 1996

a tank or basin Partial microbial decomposition
t) Bottom or midlevel loading
. Mixing while filling
{) Tank covers
Agitation when emptying
{) Basin surface mats of solids
{) Proven biological additives or oxidants
2 basin surface Partial micabial decomposition
{) Extend drainpipe outlets underneath liquid
Mixing while filling
level
Agitation when emptying
{) Remove settled solids regularly
slurry or sludge Agitation when spreading
{) Soil injection of slung/sludges
er outlets Volatile gas emissions
l) Wash residual manure from spreader after use
{) Proven biological additives or oxidants
ared manure, slurry Volatile gas emissions while drying
{ ) Soil infection of slurry/sludges
ge on field surfaces
( ) Soil incorporation within 48 hours
( ) Spread in thin uniform layers for rapid drying
( ) Proven biological additives or oxidants
nimals Carcass decomposition
Proper disposition of carcasses
nimal disposal Carcass decomposition
{) Complete covering of carcasses in burial pits
{) Proper location/construction of disposal pits
ators Incomplete combustion
{) Secondary stack burners
ig water around improper drainage
{ #Grade and landscape such that water drains
s Microbial decomposition of
away from facilities
organic matter
i tr'—Id onto public Poorly maintained access roads
( e'rarm access road maintenance
ron..-ffn access
nal Information.
Available From:
Manure Management; 0200 Rule/BMP Packet
NCSU-County Extension Center
Production Farm Potential Odor Sources and Remedies. EBAE Fact Sheet
NCSU-BAE
Production Facility Manure Management: -Pit Recharge —lagoon Treatment; EBAE 3 28-BB
14CSU-BAE
Production Facility Manure Management: Underfloor Fluse—Lagoon Treatment; EBAE 129-88
NCSU-BAE
Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-SAE
[ion of Manure and Wastewater Application Equipment; EBAE Fact -Sheet
NCSU-BA€
ling Odors from Swine Buildings; PIH-33
NCSU-Swine Extension
mental Assuranc Program: NPPC Manual
NC Pork Produces Assoc
for Managing Odor; a report from the Swine Odor Task Force
NCSti Agri Communications
:e Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
;sues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
,ontrol measures as practical.
fy the aforementioned odor control Best Managment Practices have been reviewed with me -
(Landowner Signature)
-November 11, 1996

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
;.e Cause BAAP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Gutters Accumulation of solids (4'hush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
WRamove bridging of accumulated solids at
discharge
ns and Pits Crusted Solids (y'I;Aaintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-11 inches over more than
30% of surface.
sive Vegetative Decaying vegetation [-'`Maintain vegetative control along banks of
h lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feed Spillage () Design, operate and maintain feed systems (e.g.,
bunkers and troi-ghs) to minimize the accumulation
of decaying wastage.
( ) Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
=torage Accumulations of feed residues
Holding Areas Accumulations of animal wastes
and feed wastage
() Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
{) Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
() Eliminate low area that trap moisture along fericas
and other locations where waste accumulates and
and disturbance by animals is minimal.
( I 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).
-(November 11, 1996

System. Calibration
^)rmation presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
-------------------,-
change over time asequipm: end gets al -de antl c mponents r: -irrpa-rt a-r-------
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter:
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at feast once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
f y already have a graduated scale from which to read the application amount
v"chout having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled -container for measuring.
For stationary sprinklers, collection containers .should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

EMERGENCY ACTION FLAN
PHONE NUMBERS
DWQ- 91D-426-i541
EMERGENCY MANAGEN4ENT SYSTEM io . 59,-�- g` %o
SWCD_C410-5ga-_ 1SVI
NRCS `� io
This plan will be imple ner ted in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters
or leave your property to consider that you have a problem. You should -make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes- Depending, on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a.. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliiate the Feasoii(s) that caused the runoff
e- Evaluate the application rates for the fields where runoff occurred.
C_ Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump
b. Stop irrigation pump
c. Close valves to eliminate further discharge
d. Repair all leaks prior to restarting pumps
D Leakage from flush systems, houses, solid sparators-action include:
a. Stop ,recycle -pump
b. Stop irrigation pump
c. Make sure no siphon occurs
d. Stop all flows in the house, flush systems, or solid separators
e. Repair all leaks prior to restarting pumps

. - age: ► 4 - ` t - ' e , t ' • Fae ! '.1 .i E. s
leaks -possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage, put in a
submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom as
soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on ordffofthe property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional
office; Phone number910 -491p- i - 41 After hours, emergency number: 919-733-
3942. Your phone call should include: your name, facility, telephone number, the
details of the incident from item 2 above, the exact location of the facility, the
location or direction of movement of the spill, weather aiiid wind conditions. The
corrective measures that have been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone
Number_910 - 5(�Q - I9 io.
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone numberci! -5 -:'D_ �tupt , local SWCD.office phone
number9 t(3 -:59a -_)9(2i , and local NRCS office for advice/technical assistance
phone numberg p--59-Q- )9 3 .
4. If none of the above works, call 911 or the Sheriff's Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your .choice to begin repair .of problem to minimize off -site
damage.
a. Contractors Name:
b. Contractors Address--
c. Contractors Phone:

6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer etc.)
a. Name: ( I . i A� *A__\
b. Phone_ '-A 1U --
7. Implement procedures -as -advised by DATA and technical assistance agencies- to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.

Swine Farm Waste Management Odor Control Cheeldiist
Source ' Cause BMPs to Minintize,©dor
Farmstead a Swine production site Specific Practices
Vegetative or wooded buffers;
---------------
Animal body surfaces o Dirt y mnmtre-covered animals
Floor surfaces o ~Wet manure -covered 'floors
1 Recommended best management practices;
Good judgment and common sense
ury noors
'CH Slotted floors;
Waterers located over slatted floors;
C) Feeders nt high end of solid floors;
C1 Scrape manure buildup from floors;
13 Underfloor ventilation for drying
Manure collection pits a Urine M Frequent manure removal b flush
a Partial microbial decomposition or scrape; y + pit recharge,
Ventilatian exhaust fans o Volatile gases; Ill Underfloor ventilation
Dust ICI Fan maintenance;
l Cfticient air movement
Indoor surfaces a Dust
Washdown between groups of animals;
C] Feed additives;
13 Feeder covers;
11 Feed delivery downspout extenders to feeder
Flush tanks — - covers
, Agitation of hgoo_ —n C7 Flush tank covers;
liquid while tanks are Filling
f- Uxtend fill lines to near bottom of tanks with
Flush alleys o _ anti -siphon vents
y Agitation during wasiewaler 91 Underfloor flush with tindcrIloor ventilation conveyance
I'll recharge points a Agitation of recycled lagoon
14 Extend recharge lines to utcar bottom of pits
liquid while pits arc filling with anti -siphon vents
Li!ta sl;rtionsa Agitation during sump tank.
C7 Sump tank covers
Filling and drawdown
Outside drain collection o Agitation during wastewater
or junction 'I)oxcs Conveyance Cl Box covers
AMOC - November 11, 1'996, Page 3

Satires -
Animal BM1's to Control lnsctas.
Atliurtl [ lo'lding Areas + Accumulations of attintal wastes r
FCCd ] Gl'utlittate low areas plat trap ulo'isture along Site Specific Practices
and fences and other locations where waste
accumulates rutd disturbance by animals is
tnin'itnal.
❑r
Dry Manure llatldiing Accumulations of anilllal wastes p
Systems
Maintain fence rows and filler strips aruuntl
animal bolding areas to minimize
accutltu[ations of wastes (i.e., fuspoct for anti
ruts--ove or break up accumulated solids as
receded).
Ketuove spillage on a routine basis (e.g., 7 - [U
day interval durunG summer; 15-30 clay interval
during winter) where immure is loaded for laird
application or disposal,
Provide 'for adequate drainage around tnaruu.c
stockpiles.
Inspect for and remove or break up accumulated
wastes in Filter strips around slocicpiles and
nlanllre handihig areas as necded.
For more ilnforntalliotl contact the Cooperative Lxteusion Service, Depart
Raleigh, NC, 27695-7613. nleut of l'sntunnolugy, Box 7613, NorthCacolin'u Slate Ulliversily,
FN
I
AMIC- Noveutber 11, 1996, Page 2

Insect Control Checklist for A►nitnal Operations
Snurre
Flush Gutters
%.Huse
BM1's to Control Insects Site Specific Practices
Guluid Systems
o Accurllulation of solids
-W
Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
13
Remove bridging of accumulated solids at
�'DOnS and 1�115 —
o Crusted Solids
discharge
®
Maintain lagoons, settling basins acid Ails where
pest breeding is apparent to minimize the
crusting of solids to a deptli of no more than G -
Excessive Vegetative
6
o 1)ccayiut, vegetation
3 inches over more tllaii 30% of surface,
Growth
Maintain vegetative control W6u6 banks of
lagoons and other iinpoundnicnts to prevelit
accuduulation of decaying vegetative matter
along water's edge oil i111p0Undillent'S perimeter.
Feeders
• Deed Spillage
- -
i0
Dry Systems -
Design, operate and maintain feed systems
bunkers and trouglis) to ininhnize the
acculltulation of decaying wastage,
It
Clean up spillage oil a routine basis (e.g., 7 - 10
day interval during,suitnmer; 15-30 day interval
Feed $torn e
6
Accumulations of feed residues
M
during winter).
Reduce moisture accumulation within and —
around immediate perimeter of feed storage
areas by insuring drainage away front site
o
and/or providing adequate conhiiniuent (e.g.,
® °�'
covered bin for brewer's grain and similar high
moisture grain products).
13
Inspect for and remove or break up aecumulaidd
ry , ;
solids in filter strips around feed storage as
C=5Q.
needed,
AM IC - November 11, 1996, Page 1

j
source
End of drainpipes at
lagoon
g
Cause.
o Agitation durittg Wastewater
Il
1111'll'S to Miuinnize Odcir _ Site Specific Practices
Extend discharge point of pipes underneath
conveyance
,lagoon liquid level .
Lagoon surfaces
0 Volatile gas emissions;
j"
Proper lagoon liquid capacity,
o mixing;
❑
'Correct lagoon startup procedures;
Agitation
Agitation
❑
Minimum surface area-to-volunic ratio;
13
Minimum agitation when.pumping;
13
Mechanical aeration;
Irrigation sprinkler~
o High pressure agitation;
0
�
Proven biological additives
Irrigate - --- .--
dry
nozzles
on days with little or no wiltd;
o Wind drill
'f�
Minimum recommended operating pressure;
�.,
Pump intake near lagoon liquid surface;
Storage lank or basin
surface
_ _ _
• Partial microbial decomposition;
®
❑
Pump from second -stage lagoon
Bottom or midlevel loading; _- -- — -- -- —
Bottran
• Mixing while filling;
❑
covers;
Agitationwhen empryirig
❑
Basin surface mats of solids;
Settl'ung basin surface •
Partial nnicrobial decomposition;
Cl
❑
Proven bio{og�ical additives or oxidants
extend drainpipe outlets urtdcrneatlt liquid
•
Mixing wlti'lc filling;
Icvcl;
_ _ •
Agitation when emptying
M
remove settled solids regularly
Manure, slurry or sludge u
spreader outlets
Agitation when spreading;
❑
5oil injection of or
o
Volatile gas emissions
O
Wash residual manure from spreader after use;
__
I�1nCpvered nlatlure, o
slurry or sludge on field
Volatile gas emissions LYInIIC
El
❑
biological additives or oxidants
Soil injection ofslurry/sludges
surfaces
drying
❑
Soil incorporation wilhin 48 hrs.;
❑
Spread in thin uniform layers for rapid drying;
Cl Proven biological additives or oxidants
Dead animals • Carcass decaimpasition 19 Proper disposition of carcasses --- - - --
Dead 'animal disposal • Carcass decomposition CI Complete covering of carcasses in burial pits; pits to � -
_ ❑ Proper location/construction ol` disposal pits
Incinerators o Incomplete combustion ❑ Secondary stack burners - —~ �- -- — -
AMOC - November 11, t996, Page 4

Suurcc Cause �R•-�_.��._
Statsduig water arousld such o lsstproper rlraissagc; llMI's to IY]isiinsizc Oiler
Grade acid landscape• tlsat %vater drains Site Spccilic I'raeticcs
facilities G
Microbial decompositiurs of away from facililivs
_ orf;anic platter
Manure trucker) onto ^ e Poorly ptaitttamcd access roads
public roads fi-om Earns I-arat access road ntaintcuance -- y
access
Additional lufonssatiop :
$wit►e Manure Manageuseitt ; 020(1 !talc/IIMf' Packet l - - - --
Swine Productiot Faint Potential Odor Sources and Remedies ; EDAL Fact Sltect
Swine Production Facility Manure Matragetnent; Pit Recliarbe - Lagoon Treatment; CDAC 128-88
Swine Production Facility Manure Management: Underfloor Flusls - Lagoon Treatment ; E-BAC 129-83
Lagoon Desigil and !Manageinertt for Livestock Manurc'I'rcatmcritapd Storage ; IrIIAE 103-83
Calibration of Manure and Wastewater Application Ccluipsstcsit; EBAC Fact Shcet
Controlling Odors from Swine Buildings; P11.1-33
L'rtvirottmeiital Assurance Program ; NPPC Manual
Options for Managing Odor; a report.Cronl the Swine Odor Task Force
Nuisance Concerns in Animal Matttt M
— Availnble !.-Fors:
NCSU, County Lxtansior► Ceptcr
NCSU - BAC
NCSU - BAC
NCSU - BAE
NCSU - BAIi
NCSU - BAC
NCSU - Swine Cxtcnsiou
NC Pork Producers Assoc
re apageitscpt: Odors and Flies; 1'R0107, 1995 Cuufcrestce Proceeding's 'NCSU Agri Cosirinursications
b Florida Cooperative Cxtension
AMOC - November 11, 1996, Page 5

Lov;DotA --t:! I
- Yze-rmiw r-r-; - tA6oa�
Operator:UNIVERSITY FARMS County: SAMPSON Hate:
Distance to nearest residence (other than owner):
0.0 feet (Oct-'r,,7M6 M)
1.
AVERAGE LIVE WEIGHT (ALW)
0
lbs
0 sows (farrow to finish)
x 1417
lbs. =
0 sows (farrow to feeder)
x 522
lbs. =
0
lbs
0 head (finishing only)
x 135
lbs. =
0
lbs
0 sows (farrow to wean)
x 433
lbs. -
0
lbs
1 104 head (wean to feeder)
x 30
lbs. =
213120
lbs
Describe other
0
Total
Average Live Weig t =
213120
lbs
2.
MINIMUM REQUIRED TREATMENT VOLUME
OF LAGOON
Volume = 213120 lbs. ALW x
Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW
=
1 CF/lb. ALW
Volume = 213120 cubic feet
3.
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4.
TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 120.0
Inside top width (feet)---------------------- 262.0
Top of dike elevation (feet)----------------- 94.5
Bottom of lagoon elevation (feet)---=- --- ---- 82.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------ 2.8 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDEI SS/SI'DE2 LENGTH WIDTH DEPTH
2.8 2.8 2.8 2.8 114.5 256.5 11.5
AREA OF TOP
LENGTH * WIDTH =
114.5 256.5 29369 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
51.3 193.3 9904 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
82.9 224.9 74546 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMC * DENS
29369.3 74546.1 9904.1 1.9
Total Designed Volume Available = 218154 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
120.0 262.0 31440.0 square feet
Buildings (roof and lot water )
0.0 square feet Describe this area.
TOTAL DA 31440.0 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 = 213120 lbs. ALW/135 1ibs. ALW * 1.57 gal/day 180 days
Volume = 389299 gals. or 52045.3 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 *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 18340.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 18340.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
52045
cubic
feet
5B.
0
cubic
feet
5C.
18340
cubic
feet
5D.
18340
cubic
feet
TOTAL 88725 cubic feet
6. SUMMARY
Temporarystorage period====== ___- --__>
180
days
i Rainfall n excess of evaporation- ------->
7.0
inches
25 year - 24 hour rainfall— -_---_--_>
7.0
inches
Freeboard----_----- — - - - -----_ --
_>
1.0
feet
Side slopes
2.8
: 1
Inside top length=_ _ ____________�--_ =
=_>
120.0
feet
Inside top width===-- ---_- --_ -= -- _>
262.0
feet
Top of dike elevation====—=----- --------->
94.5
feet
Bottom of lagoon elevation--
82.0
feet
Total required volume=--===_=-
301845
cu. ft.
Actual design volume==—__-- ---------->
18154
cu. ft.
*�
Seasonal high watertable elevation (SHWT)==--->
0.0
feet
Stop pumping elev.===--------=----------
—>
89.9
feet
Must be > or = to the SHWT elev.===--
->
0.0
feet
Must be > or = to min. req. treatment el.=>
880
feet
Required minimum treatment volume=--
==>
4MPCUE�AF
Volume at stop pumping elevation----=-===
--->
Start pumping elev.====__======= __--
>
92.7
feet
Must be -at -bottom of freeboard & 25 yr.
rainfall
Actual volume less 25 yr.- 24 hr. rainfall -->
199814
cu. ft.
Volume at start pumping elevation-----
_>
107812
cu. ft_
Required volume to be pumped- ------�>
70385
cu. ft.
Actual volume planned to be pumped====---_-�_>
71513
cu. ft.
Min. thickness of soil liner when required==>
1.8
feet
s a
APPROVED BY:
7. aES ED BY:
DATE: 11
11 (,no
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: L A&so� K 4t-- t gee IVE5< jail WASTE Fla:!A 5 .
._-
Fop_ n+.e -nt4e- L*&oot4 1 AI-1, �pKs-r'RuctEca7.

r-.
Operator:University Farm County: Sampson
Date:
*********
Distance to nearest residence (other than owner):
Existing
feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x 1417
lbs. =
0
lbs
0 sows (farrow to feeder)
x 522
lbs. =
0
lbs
0 head (finishing only)
x 135
lbs. =
0
lbs
0 sows (farrow to wean)
x 433
lbs. =
0
lbs
7104 head (wean to feeder)
x 30
lbs. =
213120
lbs
Describe other
0
Total
Average Live Wezg t =
213120
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME
OF LAGOON
Volume = 213120 lbs. ALW x
Treatment Volume(CF)/lb.
ALW
Treatment Voiume(CF)/lb. ALW
=
1 CF/ib. ALW
Volume = 213120 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 185.0 AVJWt4
Inside top width (feet)---------------------- 124.0
Top of dike elevation (feet)----------------- 94.8
Bottom of lagoon elevation (feet)------------ 84.1
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------- 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/S-fb 2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 179.0 118.0 9.7
AREA OF TOP
LENGTH * WIDTH =
179.0 118.0 21122 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
120.8 59.8 7224 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
149.9 88.9 53304 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
21122.0 53304.4 7223.8 1.6
Total Designed Volume Available = 132001 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
185.0 124.0 22940.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 22940.0 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 = 213120 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 389299 gals. or 52045.3 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 *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.O inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 13381.7 cubic feet

5 D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 13381.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
52045
cubic
feet
5B.
0
cubic
feet
5C.
13382
cubic
feet
5D.
13382
cubic
feet
TOTAL 78809 cubic feet
6. 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=------- ---` =___=__---->
185.0
feet
Inside top width---==--=------------ --_>
124.0
feet
Top of dike elevation=-_ --- -_=_ ==
94.8
feet
Bottom of lagoon elevation-- _=====------=>
84.1
feet
Total required volume==========_----___>
291929
cu
Actual design volume---==
1320
Seasonal high watertable elevation (SHWT)=--=>
0.0
feet
Stop pumping elev.=======__= ------ —
91.1
feet
Must be > or = to the SHWT elev.==-- ==-->
0.0
feet
Must be > or = to min. req. treatment el.=>
90.1
feet
Required minimum treatment volume===---=---->
213120
cu. ft.
Volume at stop pumping elevation==----____==>
82062
cu. ft.
Start pumping elev.=--------------�- ==>
93.1
feet
Must be at bottom .of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
118620
cu. ft.
Volume at start pumping elevation===== --_>
117648
cu. ft.
Required volume to be pumped========-- —>
65427
cu. ft.
Actual volume planned to be pumped ----=>
35587
cu. ft.
Min. thickness of soil ling when required==>
1.6
feet
7. DESIGNED BY: dOC., 4.. , . APPROVED BY:
DATE: 0*cyFa 1
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS :7 6TAL Uk-PAc_ga7V tR, n co -se -!� e6 s = 3o d 845
lREs 301, 1&4,5�
f D e-Te bA -5 E-

6. SUMMARY
Temporary storage period====================>
180
Rainfall in excess of evaporation===========>
9.0
--� 25 year - 24 hour rainfall==================>
7.0
Freeboard===================================>
1.0
Side slopes=================================>
3.0
Inside top length===========================>
137.0
Inside top width============================>
112.0
Top of dike elevation=======================>
41.8
Bottom of lagoon elevation==================>
28.3
Total required volume===================-===>
189602
Actual design volume========================>
859 8.18
Seasonal high watertable elevation (SHWT)===>
0.0
Stop pumping elev___________________________>
0.0
Must be > or = to the SHWT elev.==========>
0.0
Must be > or = to min. req. treatment el.=>
34.3
Required minimum treatment volume===========>
138000
Volume at stop pumping elevation============>
-112019
Start pumping elev.------------------------->
0.0
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 err- 24 hr rainfall===>
76968
Volume at start pumping elevation===========>
-112079
Required volume to be pumped=====-----======>
42651
Actual volume to be pumped==================>
0
Min. thickness of soil liner when required==>
2.0
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
�{
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
days
inches
inches
feet
1
feet
feet
feet
feet
cu. ft .
cu. ft .
feet
feet
feet
feet
cu. ft .
cu. ft.
feet
cu. ft.
cu. ft.
cu_ ft_
cu. ft.
feet

d-
+ -[S4
n-
Jr)
c
A -4
� 1 �
S
Lill
Nt
f f