770004_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate 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: 77-0004 Certificate Of Coverage Number: AWS770004
2. Facility Name: Pee Dee Farm
3. Landowner's Name (same as on the Waste Management Plan): Tomm\ Williamson
4. Landowner's Mailing Address: 4361 NC ILA 1 109 S
City: Mount Gilead State: NC Zip: 27306
Telephone Number: 910-439-9608 Ext. E-mail: awilliamson2002 i carolina.rr.com
5. Facility's Physical Address: 340 NC Hwv 109
City: Mount Gilead State: NC Zip: 27306
6. County where Facility is located: Richmond
7. Farm Manager's Name (if different from Landowner):
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):
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation T% ❑es:
William. Bruton Phone No.: 910 542 6504
(Nit t' q.frr alto 5-12 tilst
Operations Type Allowable Count
Swine - Wean to Feeder 3,552
OIC #: 2 063-
CnggL{
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultn
Gilts Other Non Laying Pullet
Other Layers

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Tommy Williamson
Pee Dee Farm
4361 NC Hwy 109 S
Mount Gilead, NC 27306
NORTH CAROLINA
Environmental Quality
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
I ECEN EVINC SOIDWR
APR 042019
Watettuelity
iegionat Operations Set
tion
February 27, 2019
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://deu.nc.gov/aboutLdivisions/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 coverage under the State Non -Discharge General Permits. you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Current% Covered be an
xpirins' State Non -Discharge General Permit." The application form must be completed, signed and returned bA April 3, 2019.
Please note that you must include one (1) copy of the Certified Animal Waste Management Plan ICAWMP} with the
completed and signed application form. A list of items included in the CAWMP can be found on page 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.
Enclosures
cc (w/o enclosures):
Sincerely,
.4_,
./fi
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Fa\ etteville Regional Office, Water Quality Regional Operations Section
Richmond County Soil and Water Conservation District
AFOG Section Central Files - AWS770004
Murphy -Brown LLC
Narth Garot. a : a. lrtrrent of Environittental Quality I Ui+nsion of Water Resources
D � 512 N. Salisbury St 11838 Mail Service tenter I Raleigh, North Carolina 27699-1163S
919.7079000

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all 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
IClq5
18.50
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), sit ned b% 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 by a principal executive officer of the corporation):
Name: L(:z rtt-ttu ; i1,i QX [ h Title: Vw es --
Signature / Date: Y . 22 { Oi
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Nutrient Management PIan For Animal Waste Utilization
08-10-2012
This plan has been prepared for:
PEE DEE(77-4)
Tommy Williamson
4361 NC HWY 109 S
Mount Gilead, NC 27306, NC 27306
[phone]
This plait has been developed by:
Ronnie G. Kennedy Jr.
4griment Services, Inc:
PO Box 1096
Beulaville, NC 28518
252-
Dih eloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/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 readand understand the
Required Specifications concerning animal waste management that are included with
this plan.
/t
nature (owner)
Date
Signature (manager or producer) Date
This plan meets the minimum; standards and specificatioi s of the U.S. Department of
Agriculture - Natural Resources Conservation Service o the standard of practices
adopted by the Soil and Water Conservation Commissio :
Plan Approved By:
Technical Specialist Signature
649162 Database Version 3.1. Date Printed: 08-10-2012 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following so urce(s):
Commercial Fertilizer is not included in this plan.
S5
Broadcast
Incorporated
Injected
Irrigated
Year 1
Year 2
Swine Nursery Lagoon Liquid waste generated 678,432 gals/year by a 3,552 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Max. Avail.
PAN (lbs) *
1,698
1,698
Actual PAN
Applied (lbs)
2998
4748
1563
2684
2955
1698
PAN Surplus/
Deficit (lbs)
-I,300
-3,050
Actual Volume
Applied (Gallons)
1,197,482
1,896,492
Volume Surplus/
Deficit (Gallons)
-519,050
-1,218,060
APR 042019
+Nate; Que ityy
= eg soma l Operations Section
Note: In source ID, S means 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.
649162 Database Version 3.1 Date Printed: 08-10-2012 Source Page 1 of 1

Narrative
This Nutrient Management Plan has been prepared for Tommy Williamson (PEE DEE Farm). This plan
has a total usable acres of 36.16 acres planted in a rotation of corn/wheat/soybeans with the option to
replace corn with cotton using the following application window of (March 15th to August 1st) and
application rate of (59 lbs N) and the option to replace wheat with a winter annual using the following
application window of (Rye -September 1st to March 31st) (Barley,Oats, Triticale-September 1st to April
15th) and application rate of (100 Ibs N). Field 11 (Reel) has a total of 32.66 acres though only 70% was
allowed as usable acres and will only be applied if needed by irrigation reel owned by the farm owner
649162 Database Version 3.1 Date Printed: 08-10-2012 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield 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 (LI)
Soil Series
Crop Sequence
RYE
63
11
13.25
8.20
N/A
Peawick
Corn, Grain
70 bu.
Wheat, Grain
40 bu.
Soybeans, Manured, Double Crop
23 bu_
63
1 1(Reel)
32.66
22.56
N/A
Peawick
Corn, Grain
70 bu.
Wheat, Grain
40 bu.
Soybeans, Manured, Double Crop
23 bu.
63
9
10.14E
5.10
N/A
Peawick
Corn, Grain
70 bu_
Wheat, Grain
40 bu.
Soybeans, Manured, Double Crop
23 bu.
PLAN TOTALS:
56.05 35.86
LI
Potential Leaching
Technical Guidance
2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
>= 2 &
<= 10
Moderate potential to contribute to
soluble nutrient leaching below the root
zone.
Nutrient Management (590) should be planned.
> 10
High potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned. Other conservation practices that improve
the soils available water holding capacity and improve nutrient use efficiency should be
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
649162
Database Version 3.1 Date Printed 8/10/2012
NOTE: Symbol * means user entered data.
PCS Page 1 of 1

The Waste Utilization table shown below sunvnarizes the waste utilization plan for this operation. This plan provides an estimate of the number 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 timing of appl ications 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.
a NJ�y
Tract
v �•�•44
Field
•�,•
Source
ID
V.v
Soil Series
Total
Acres
Use.
Crop
RYE
Applic.
Pcriod
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(Ibs/A)
Applic.
Metltod
�Acres
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
63
11
S5
Peawick
13.25
`
8.20
Corn, Grain
70 bu.
2/15-6/30
74
0
20
Irrig.
54
21.57
0.00
176.87
0.00
63
11
S5
Peawick
13.25
8.20
Wheat, Grain
40 bu.
9/1-4/30
74
0
0
Irrig.
30
11.82
0.00
96.95
0.0n
63
11(Reel)
S5
Peawick
32.66
22.56
Corn, Grain
70 bu.
2/15-6/30
74
0
20
Irrig.
54
21.57
0.00
486.62
0.00
63
11(Reel)
S5
Peawick
32.66
22.56
Wheat, Grain
40 bu.
9/1-4/30
74
0
0
Irrig.
30
11.82
0.00
266.74
0.00
63
9
S5
Peawick
10.14
5.10
Corn, Grain
70 bu.
2/15-6/30
74
0
20
Irrig.
54
21.57
0.00
110.01
0.00
63
9
S5
Peawick
10.14
5.10
Wheat, Grain
40 bu.
9/1-4/30
74
0
0
lrrig.
30
11.82
0.00
60.30
0.00
Total App ied, 1000 gallons
1,197.48
Total Produced, 1000 gallons
678.43
Balance, 1000 gallons
-519.05
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
649162 Database Version 3.1 Date Printed: 8/10/2012
WUT Page 1 of 2

Waste UtiliL.,do n Table Year 2
Tract
63
63
63
63
63
63
Field
11 I
11
11(Reel)
11(Reel)
9
9
Source
ID
S5
S5
S5
S5
S5
S5
Soil Series
Peawick
Peawick
Peawick
Peawick
Peawick
Peawick
Total
Acres
13.25
13.25
32.66
32.66
10.14
10.14
Use.
Acres
8.20
8.20
22.56
22.56
5.10
5.10
Crop
Wheat, Grain
Soybeans, Manured, Double Crop
Wheat, Grain
Soybeans, Manured, Double Crop
Wheat, Grain
Soybeans, Manured, Double Crop
RYE
40 bu.
23 bu.
40 bu.
23 bu.
40 bu.
23 bu.
Applic.
Period
9/1-4/30
4/1-9/15
9/1-4/30
4/1-9/15
9/1-4/30
4/1-9/15
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
74
88
74
88
74
88
0
0
0
0
0
0
0
0
0
0
0
0
Applic.
Method
Irrig.
Irrig.
brig.
Irrig.
Irrig.
Irrig.
Manure
PA
Nutrient
Applied
(Ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
1000
gal/A
Tons
1000 gals
tons
44
17.74
0.00
145.43
0.00
88
35.15
0.00
288.24
0.00.
44
17.74
0.00
400.11
0.00
88
35.15
0.00
793.00
0.00
44
17.74
0.00
90.45
0.00
88
35.15
0.00
179.27
0.00
Total Applied, 1000 gallons
1,896.49
otal Produced, 1000 gallons
678.43
Balance, 1000 gallons
-1,218.06
Total Applied, tons
0.00.
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
649162 Database Version 3.1 Date Printed: 8/10/2012 WUT Page 2 of 2

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 must 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
(inches/hour)
Application Amount
(inches)
63
11
Peawick
0.40
1.0
63
11(Reel)
Peawick
0.40
1.0
63
9
Peawick
0.40
1.0
649162 Database Version 3.1 Date Printed 8/10/2012
NOTE: Symbol * means user entered data.
IAF Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the 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 not possible, 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
Corn 120 bu
150
13.16
9.04
18.08
27.12
Hay 6 ton R.Y.E.
300
26.32
4.52
9.04
13.56
[Soybean 40 bu
160
14.04
8.48
16.95
25.43
649162 Database Version 3.1 Date Printed: 08-10-2012 Sludge Page 1 of 1

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 zero and less than or equal to the design
storage capacity of the facility. If the 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.
UP [ Tana(:1tV
y Source Name
Swine Nursery Lagoon Liquid
Design Storage Calpacit! (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
28
1
2
83
1
3 ,
135
1
4
180
1
5
180
1
6
180
1
7
149
1
8
118
1
9
145
1
10
171
1
11
180
1
12
180
2
1
180
2
2
180
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
149
2
11
119
2
12
88
* Available Storage Capacity is calculated as of the end of each month.
RECEIIERM1
649162 Database Version 3.1 Date Printed: 08-10-2012 Capacity Page 1 of 1
!APR 04 701

Required Specifications For Animal Waste Management
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 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 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 Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving 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 by 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).
649162 Database Version 3.1 Date Printed: 8/10/2012 Specification Page 1

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 soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. 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 that 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.
649162 Database Version 3.1 Date Printed: 8/10/2012 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a 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.
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.
649162 Database Version 3.1 Date Printed: 8/10/2012 Specification Page 3

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
soils 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 five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
649162 Database Version 3.1 Date Printed: 8/10/2012 Specification Page 4

Crop Notes
The following crop note applies to field(s): 11, 11(Reel), 9
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 11, 11(Reel), 9
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat 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 total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
649162 Database Version 3.1 Date Printed: 08-10-2012 Crop Note Page 1 of 2

The following crop note applies to field(s): 11, 11(Reel), 9
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. 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.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
649162 Database Version 3.1 Date Printed: 08-10-2012 Crop Note Page 2 of 2

USDA United 8t.t"
DepartmentAIM , of Richmond County, North Carolina
LI7
0 487.5 475
Feet
Farm 2574
Tract 63
2016 Program Year
CLU
Acres
'HEL
`Crop
1
`19.2
HEL
2
2.83
NHEL
3
2.63
NHEL
4
20.68
HEL
5
56.67
HEL
6
19.63
NHEL
7
10.48
NHEL
8
12.89
HEL
9
14.53
NHEL
10
28.72
HEL
11
42.88
HEL
12
25.91
NHEL
13
36.45
NHEL
14
44.6
NHEL
15
24.51
UHEL
17
0.05
UHEL
Noncropland
22
0.0
UHEL
23
0.0
UHEL
Noncropland
24
0.0
UHEL
Noncropland
25
0.0
UHEL
Noncropland
26
0.0
UHEL
Noncropland
27
0.0
UHEL
Noncropland
28
0.0
UHEL
Noncropland
29
0.0
UHEL
Noncropland
30
0.0
UHEL
Noncropland
31
0.0
UHEL
Noncropland
32
0.0
UHEL
Noncropland
33
0.0
UHEL
Noncropland
34-.0.01
UHEL
Noncropland
35
0.01
UHEL
Noncropland
Pages opIalideteieder4@3261acres
Base Image Layer flown in 2014.
Common Land Unit
Cropland
'/, Non -Cropland
Tract Boundary
Wetland Determination identifiers
Restricted Use
V Limited Restrictions
Exempt from Conservation
Compliance Provisions
row+ r 5A maps are Tor ran riugram iarunta ration any. r MS map aoea not repraiern a legal survey or retied actual o mersntp. saner a aspics the ntarmatton provided dYectry rrom the producer andforthe NAIP knagery. The producer
accepts the data 'es is' and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs.
wettand identifiers do not represent the size, shape. or specific deteannation of the area. Refer to your original determinat on (CPA-026 and attached maps) for exact boundaries and detemnitations or contact NRCS.

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 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: 77-0004 Certificate Of Coverage Number: AWS770004
2. Facility Name: Pee Dee Farm
3. Landowner's Name (same as on the Waste Management Plan): Tomm\ Williamson
4. Landowner's Mailing Address: 4361 NC ILA 1 109 S
City: Mount Gilead State: NC Zip: 27306
Telephone Number: 910-439-9608 Ext. E-mail: awilliamson2002 i carolina.rr.com
5. Facility's Physical Address: 340 NC Hwv 109
City: Mount Gilead State: NC Zip: 27306
6. County where Facility is located: Richmond
7. Farm Manager's Name (if different from Landowner):
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):
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation T% ❑es:
William. Bruton Phone No.: 910 542 6504
(Nit t' q.frr alto 5-12 tilst
Operations Type Allowable Count
Swine - Wean to Feeder 3,552
OIC #: 2 063-
CnggL{
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultn
Gilts Other Non Laying Pullet
Other Layers

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Tommy Williamson
Pee Dee Farm
4361 NC Hwy 109 S
Mount Gilead, NC 27306
NORTH CAROLINA
Environmental Quality
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
I ECEN EVINC SOIDWR
APR 042019
Watettuelity
iegionat Operations Set
tion
February 27, 2019
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://deu.nc.gov/aboutLdivisions/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 coverage under the State Non -Discharge General Permits. you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Current% Covered be an
xpirins' State Non -Discharge General Permit." The application form must be completed, signed and returned bA April 3, 2019.
Please note that you must include one (1) copy of the Certified Animal Waste Management Plan ICAWMP} with the
completed and signed application form. A list of items included in the CAWMP can be found on page 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.
Enclosures
cc (w/o enclosures):
Sincerely,
.4_,
./fi
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Fa\ etteville Regional Office, Water Quality Regional Operations Section
Richmond County Soil and Water Conservation District
AFOG Section Central Files - AWS770004
Murphy -Brown LLC
Narth Garot. a : a. lrtrrent of Environittental Quality I Ui+nsion of Water Resources
D � 512 N. Salisbury St 11838 Mail Service tenter I Raleigh, North Carolina 27699-1163S
919.7079000

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all 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
IClq5
18.50
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), sit ned b% 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 by a principal executive officer of the corporation):
Name: L(:z rtt-ttu ; i1,i QX [ h Title: Vw es --
Signature / Date: Y . 22 { Oi
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
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
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
0 CI
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).
El
El Any method which, in the professional opinioroof the State Veterinarian, wouldmake possible
thesalvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian mustbe 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 of Farm Owner/Manager
3- 22 -/'
Date
Signature of Technical Specialist Date

Nutrient Management PIan For Animal Waste Utilization
08-10-2012
This plan has been prepared for:
PEE DEE(77-4)
Tommy Williamson
4361 NC HWY 109 S
Mount Gilead, NC 27306, NC 27306
[phone]
This plait has been developed by:
Ronnie G. Kennedy Jr.
4griment Services, Inc:
PO Box 1096
Beulaville, NC 28518
252-
Dih eloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/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 readand understand the
Required Specifications concerning animal waste management that are included with
this plan.
/t
nature (owner)
Date
Signature (manager or producer) Date
This plan meets the minimum; standards and specificatioi s of the U.S. Department of
Agriculture - Natural Resources Conservation Service o the standard of practices
adopted by the Soil and Water Conservation Commissio :
Plan Approved By:
Technical Specialist Signature
649162 Database Version 3.1. Date Printed: 08-10-2012 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following so urce(s):
Commercial Fertilizer is not included in this plan.
S5
Broadcast
Incorporated
Injected
Irrigated
Year 1
Year 2
Swine Nursery Lagoon Liquid waste generated 678,432 gals/year by a 3,552 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Max. Avail.
PAN (lbs) *
1,698
1,698
Actual PAN
Applied (lbs)
2998
4748
1563
2684
2955
1698
PAN Surplus/
Deficit (lbs)
-I,300
-3,050
Actual Volume
Applied (Gallons)
1,197,482
1,896,492
Volume Surplus/
Deficit (Gallons)
-519,050
-1,218,060
APR 042019
+Nate; Que ityy
= eg soma l Operations Section
Note: In source ID, S means 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.
649162 Database Version 3.1 Date Printed: 08-10-2012 Source Page 1 of 1

Narrative
This Nutrient Management Plan has been prepared for Tommy Williamson (PEE DEE Farm). This plan
has a total usable acres of 36.16 acres planted in a rotation of corn/wheat/soybeans with the option to
replace corn with cotton using the following application window of (March 15th to August 1st) and
application rate of (59 lbs N) and the option to replace wheat with a winter annual using the following
application window of (Rye -September 1st to March 31st) (Barley,Oats, Triticale-September 1st to April
15th) and application rate of (100 Ibs N). Field 11 (Reel) has a total of 32.66 acres though only 70% was
allowed as usable acres and will only be applied if needed by irrigation reel owned by the farm owner
649162 Database Version 3.1 Date Printed: 08-10-2012 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield 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 (LI)
Soil Series
Crop Sequence
RYE
63
11
13.25
8.20
N/A
Peawick
Corn, Grain
70 bu.
Wheat, Grain
40 bu.
Soybeans, Manured, Double Crop
23 bu_
63
1 1(Reel)
32.66
22.56
N/A
Peawick
Corn, Grain
70 bu.
Wheat, Grain
40 bu.
Soybeans, Manured, Double Crop
23 bu.
63
9
10.14E
5.10
N/A
Peawick
Corn, Grain
70 bu_
Wheat, Grain
40 bu.
Soybeans, Manured, Double Crop
23 bu.
PLAN TOTALS:
56.05 35.86
LI
Potential Leaching
Technical Guidance
2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
>= 2 &
<= 10
Moderate potential to contribute to
soluble nutrient leaching below the root
zone.
Nutrient Management (590) should be planned.
> 10
High potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned. Other conservation practices that improve
the soils available water holding capacity and improve nutrient use efficiency should be
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
649162
Database Version 3.1 Date Printed 8/10/2012
NOTE: Symbol * means user entered data.
PCS Page 1 of 1

The Waste Utilization table shown below sunvnarizes the waste utilization plan for this operation. This plan provides an estimate of the number 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 timing of appl ications 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.
a NJ�y
Tract
v �•�•44
Field
•�,•
Source
ID
V.v
Soil Series
Total
Acres
Use.
Crop
RYE
Applic.
Pcriod
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(Ibs/A)
Applic.
Metltod
�Acres
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
63
11
S5
Peawick
13.25
`
8.20
Corn, Grain
70 bu.
2/15-6/30
74
0
20
Irrig.
54
21.57
0.00
176.87
0.00
63
11
S5
Peawick
13.25
8.20
Wheat, Grain
40 bu.
9/1-4/30
74
0
0
Irrig.
30
11.82
0.00
96.95
0.0n
63
11(Reel)
S5
Peawick
32.66
22.56
Corn, Grain
70 bu.
2/15-6/30
74
0
20
Irrig.
54
21.57
0.00
486.62
0.00
63
11(Reel)
S5
Peawick
32.66
22.56
Wheat, Grain
40 bu.
9/1-4/30
74
0
0
Irrig.
30
11.82
0.00
266.74
0.00
63
9
S5
Peawick
10.14
5.10
Corn, Grain
70 bu.
2/15-6/30
74
0
20
Irrig.
54
21.57
0.00
110.01
0.00
63
9
S5
Peawick
10.14
5.10
Wheat, Grain
40 bu.
9/1-4/30
74
0
0
lrrig.
30
11.82
0.00
60.30
0.00
Total App ied, 1000 gallons
1,197.48
Total Produced, 1000 gallons
678.43
Balance, 1000 gallons
-519.05
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
649162 Database Version 3.1 Date Printed: 8/10/2012
WUT Page 1 of 2

Waste UtiliL.,do n Table Year 2
Tract
63
63
63
63
63
63
Field
11 I
11
11(Reel)
11(Reel)
9
9
Source
ID
S5
S5
S5
S5
S5
S5
Soil Series
Peawick
Peawick
Peawick
Peawick
Peawick
Peawick
Total
Acres
13.25
13.25
32.66
32.66
10.14
10.14
Use.
Acres
8.20
8.20
22.56
22.56
5.10
5.10
Crop
Wheat, Grain
Soybeans, Manured, Double Crop
Wheat, Grain
Soybeans, Manured, Double Crop
Wheat, Grain
Soybeans, Manured, Double Crop
RYE
40 bu.
23 bu.
40 bu.
23 bu.
40 bu.
23 bu.
Applic.
Period
9/1-4/30
4/1-9/15
9/1-4/30
4/1-9/15
9/1-4/30
4/1-9/15
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
74
88
74
88
74
88
0
0
0
0
0
0
0
0
0
0
0
0
Applic.
Method
Irrig.
Irrig.
brig.
Irrig.
Irrig.
Irrig.
Manure
PA
Nutrient
Applied
(Ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
1000
gal/A
Tons
1000 gals
tons
44
17.74
0.00
145.43
0.00
88
35.15
0.00
288.24
0.00.
44
17.74
0.00
400.11
0.00
88
35.15
0.00
793.00
0.00
44
17.74
0.00
90.45
0.00
88
35.15
0.00
179.27
0.00
Total Applied, 1000 gallons
1,896.49
otal Produced, 1000 gallons
678.43
Balance, 1000 gallons
-1,218.06
Total Applied, tons
0.00.
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
649162 Database Version 3.1 Date Printed: 8/10/2012 WUT Page 2 of 2

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 must 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
(inches/hour)
Application Amount
(inches)
63
11
Peawick
0.40
1.0
63
11(Reel)
Peawick
0.40
1.0
63
9
Peawick
0.40
1.0
649162 Database Version 3.1 Date Printed 8/10/2012
NOTE: Symbol * means user entered data.
IAF Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the 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 not possible, 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
Corn 120 bu
150
13.16
9.04
18.08
27.12
Hay 6 ton R.Y.E.
300
26.32
4.52
9.04
13.56
[Soybean 40 bu
160
14.04
8.48
16.95
25.43
649162 Database Version 3.1 Date Printed: 08-10-2012 Sludge Page 1 of 1

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 zero and less than or equal to the design
storage capacity of the facility. If the 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.
UP [ Tana(:1tV
y Source Name
Swine Nursery Lagoon Liquid
Design Storage Calpacit! (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
28
1
2
83
1
3 ,
135
1
4
180
1
5
180
1
6
180
1
7
149
1
8
118
1
9
145
1
10
171
1
11
180
1
12
180
2
1
180
2
2
180
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
149
2
11
119
2
12
88
* Available Storage Capacity is calculated as of the end of each month.
RECEIIERM1
649162 Database Version 3.1 Date Printed: 08-10-2012 Capacity Page 1 of 1
!APR 04 701

Required Specifications For Animal Waste Management
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 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 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 Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving 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 by 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).
649162 Database Version 3.1 Date Printed: 8/10/2012 Specification Page 1

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 soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. 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 that 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.
649162 Database Version 3.1 Date Printed: 8/10/2012 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a 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.
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.
649162 Database Version 3.1 Date Printed: 8/10/2012 Specification Page 3

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
soils 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 five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
649162 Database Version 3.1 Date Printed: 8/10/2012 Specification Page 4

Crop Notes
The following crop note applies to field(s): 11, 11(Reel), 9
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 11, 11(Reel), 9
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat 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 total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
649162 Database Version 3.1 Date Printed: 08-10-2012 Crop Note Page 1 of 2

The following crop note applies to field(s): 11, 11(Reel), 9
Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. 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.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
649162 Database Version 3.1 Date Printed: 08-10-2012 Crop Note Page 2 of 2

w�u
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMNET SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
CNATURAL RESOURCES
OOPERATIVE EXTERSION SERVICE CONSERVATION (CES)ERVICE (NRCS)
o - G-/s11
pD- 9 �t V y
yp- yq-SAN
- V9 - r93i
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 you 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 ore may not be
possible. Suggested responses to some possible problems are listed belwo.
/ 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 eliminate the reason(s) that cause the runoff.
/re. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

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 notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hour, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name: TED
b. Contractors Address: '_a r_ c
c. Contractors Phone: fi��; '/ fit; 4
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: µ, PA, TA.
b. Phone: fzyV
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ 910-486-1541
EMERGENCY MANAGEMENT SYSTEM 910-997-8238
SWCD 910-997-8244 Ext. 3
NRCS 910-997-8244 Ext. 3
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. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runofffrom 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:
1 December 18, 1996

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.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
a. Dig a small sump or ditch away from the embankment to catch all seepage, put
in a submersible pump, and pump back to the 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 [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 910-997-8238.
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number 910-997-8255 , local SWCD office phone number
910-997-8244, and local NRCS office for advice/technical assistance phone number
910-997-8244.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask that person to contact the proper agencies for you.
2 December 18,1996

IWU
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:
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
3 December 18, 1996

,4 N E w t 1T at,
.
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VlWPI
ftsI ,frtgs 'N' = 0.0i70
Tt'p Nldtht = 4
Upstream gS 2.0:1
DtnJ*frtnte SS S.11:1
tttllutae:r (V/NJ N
trp it_;.
triter l _
uhtrx P % L AA"
Inlet h
r: tnu vt:.tut wino
wire re OR 1140
-ONOtat COMITY. NC
4. R,C.1%N•.o..d
corrugated Plastic Pipe biversion outlet
St.erndaard Design Guide, DreWingsr And Const-action Specifications
puapost
to use a constructed embenintet and twelve (12) inch compiled plastic pipe WO) to safely convey 25 year
store tunoff for a CARROLL'S 3520 Need Swine Rosary °petition from lagoon diversion channel to a stable outlet
(generally, tee of pad slaps).
DESIGN CONstbERATIONs
Allowable difference In elevation of inlet invert end outlet invert - one (1) foot sinlnun, ten (to) feet
na:inno
Maximum (111 height over CPP - ten (10) feet
Mlnitiun elevation 01 laergeney spillway (ESI) - 1.9 feat above pipe invert elevation (on side neer houses).
outlet Invert should be on natant ground...if outlet erect is not Stabler eeke provisions to Stabilize the
area (genitally. with Class 8 erosion control stone).
Top of embankment should be at least 0,S foot above ESU elevation,
CONSTRUCTION DRAWINGS and sPecif=tcAtioNS
Prepared for — RAI liCft, o-,-, ., het: Cba Lahgth — 3b feel
cPP biemetet- * 12 inch
besiosed by glui
,F.4Sits111141isilli
Pipe blew i 12 In
Esk a -- Ss,
Aas1sK car 1 Ss
eta ..Rtr.� �Ips .
tttlthUMA$th
atttlet
COO joints shell be essentially wetettight and shone eaeuph to withstend pipe flow vitbout dls jointing.
4ipe Wet will be cut at' a 156 Angle (sea dewing) and iestalled oA contracted elevation of legooh diversion
channel bottei.
finished obedient bectelope should castors with ped.e10e,.,a11 dletutbed stele to be seeded when Iagoon ie, leaded,

SAL-NC-1/91
E:41111
t , 1$rutc'rt
SCALE: 1 i recto - .r.C) feet
51.0
501
50.0 TON
H
Cornputed cver'aI I Ieri tt, = '44E1 ft.,
t4 ▪ ar;�.��- i`1
F_
Page 1 Plotted 01/13/95
• `1f
6 %I"
a4h�� way Rev, • M,1 --
X

Seasonal high watertable elev
Stop pumping elev.-
Must be > or : to the SHIIT
Must be > or = to min. req.
Required minimum treatment volume
Volume at stop pumping elevation
Start pumping elev.
6. StiptIIARY
VLY
`F� c17,0
Temporary storage period ) 190 days
Rainfall in excess of evaporation ) 6.5 inches
25 year - 24 hour rainfall 1 6.5 inches
Freeboard > 1.0,feet
Side slopes > 2.8 : 1
Inside top length = ) '220,0 feet
Inside top width ) " 135.0 Teet
Top of dike elevation > 50.9 feet
Bottom of lagoon elevation > """ 40,9 Feet
Total required volume-- --= _ > 1'164758 cu. ft.
Actual design volume 178231.58 tu. ft.
ation ISHWTI===> 47.0 feet
> ''4i.3-feet
elev. ) 47.0 feet
treatment el...) 46.9 feet
) 106560 cu. Ft.
_--) 117186 cu. ft.
> " 49.3'.fiet
Must be at bottom of freeboard A 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===) 162144 cu. Ft.
Volume at start pumping elevation ) 161951 cu. ft.
Required volume to be pumped > 42110 cu. ft.
Actual volume to be pumped > 44765 cu. ft.
Min. thickness of soil liner when required::> 1.5 feet
7. DESIGN'ED BY: APPROVED BY:
DATE:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN QQ�
COMMENTS:_M- )141 1-" _]Jlt�,`
__Ifsr.-1_
to.11.. &tit& 1.;f:
1

5. TEMPORARY STORAGE REQUIRED
1i1'3 Na Po •1
6)
DRAINAGE AREA;
Lagoon (top of dike)
Length * Width =
220.0 135.0 29700.0 square feet
Buildings (roof and lot water)
0.0 square feet
TOTAL DA 29700.0 square feet
Design temporary storage period to be
5A. Volume of waste produced
Feces g urine production in gal./day per 135 Ib. ALW
Volume = 106560 lbs. ALW/135 Ibs ALW * 1.37 gal/day
Volume = 194649.6 gals. or 26022.7 cubic feet
58. Volume of wash water
Describe this area.
180 days.
1.37
180 days
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system or excess water. Flush systems
that recirculate the Lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 100 days storage/7.48 gallons
perC1=
Volume = 0.0 cubic feet
SC. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall 6.5 inches
Volume = 6.5 inches * DA / 12 inches per foot
Volume = 16087.5 cubic feet
50. Volume of 25 year - 24 hour storm
Volume = 6.5 inches / 12 inches per foot * DA
Volume = 16087.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 26023 cubit feet
58. 0 cubic feet
5C. 16088 cubic feet
Fn IIAAT _..L:_ r,__.

Operat :RI
or Dill rim County: RICI(MOND �i •
Date: ]/13/9$�5�•
Distance to nearest residence (other than owner):
1500 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs.
0 sows (Farrow to feeder) x 522 Ibs. 0 lbs
0 head (finishing only) x 0 lbs
135
0 sows (farrow to wean) Ibs. - 0 Ibs
�.��`�2 head (wean to feeder) x 433 Ibs. - 0 Ibs
x 30 Describe other : Ibs' 106560 lbs
_- dotal Average Live Weight = 106560 Ibs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 106560 Ibs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALN :
Volume = 106560 cubic feet 1 /ib. ALW
i• STORAGE VOLUME FOR SLUDGE ACCUMULATION
Vo(uMp = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) -------------- -_-- ,:_
Inside top width (feet)----• - 220.0
Top of dike elevation (feet) 150.9
Bottom of lagoon elevation (feet) 40.9
Freeboard (feet) 40.9
Side slopes (inside lagoon) 1.0
2.3: 1
ww
Total design volume using prismoidal formula
SS/END) SS/END2 SS/SIDE) SS/SIDE2 LENGTH WIDTH DEPTH
2.8 2.8 2.8 2.8 214.3 129.3 9.0
AREA OF TOP
LENGTH * WIDTH
214.3 129.3
AREA OF BOTTOM
LENGTH * WIDTH =
163.2 78.2
27715.862 (AREA OF TOP)
12762.24 (AREA OF BOTTOM)
78342.95 (AREA OF MIDSSECTION a 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) : AREA BOTTOM] * OEPTH/6
27715.9 78343.0 12762.2 1.5
Total Designed Volume Available =178231.58 CU. FT.
AREA OF MIDSECTION
LENGTH * WIDTH * 4
188.8 103.8

�
Source7---erg tv;rtcrannual • Cau
facilities Iwpruper drainage;
• Microbial dccmitliusilion of
Manure unto • orgw'ic.ntattcr •
public malls limn land ! early ma awe access reads
arrest •
• 1 Grade and landscape such Ibat water drains
away from facilities
Farm access road maintenance
Additional lnformalion
Swine Manure Management ; 02001tuidOMl' nickel
Swine Pruductiuu Furor Patcullal Odor Sources and Remedies ; Ii13AL Fact Sheet
Swine I'rudnci1011 rncllily Manure Managcutcnt: Pit ltecl ar �o -
Levan I�gA1:128-$$
Stvlae Prnducllun Faeilicy lvlanuso Manugrment: Undcrlluor Flush - Lagoon Treatment ; 1sllA 1?
1 L
Lagoon Design nail Mauugcntcai fur Livestock Mature Treatment and Storage
Calibralien of Manure and WusIewalcr Applicaliuu Equipment ; L•1MA1 Fact Sheet 129-88
Controlling Odors from Swine 1luildiogs ; P111-]]
•
IEuvironnleulnl Assurance Program ; Nl'l'C Manual
Options fur Atanaging Odor; a rcpnti from Ilic Swlac Odor Task Force
Nuisance COMMIS in Animal Manure Management: Odors and Flies ; P110107. 1995 •
Cunfercncc Proceedings
.•
it •
.
,... . AA1111,
`M.•• �.�.• Wuvcmbcr 1 l� i9'IG. 1'ul;e 5
Available From :
NCSII. Comity l.4e14e11 Ccnler
NCSti - IIAI!
TICS!)- I1A1!
NCS11-11A1i
NCSIJ - IIAI!
NCSIJ - IIAL
NCSI1- Swine Exlcnsletl
NC Pork Producers Assuo
NCSIJ Agri Cumtnnnicallmis
Florida Cooperative J3xleushrn
•
•
t

• nosh Guncrs
Mortality Management Methods
(check which method(s) arc bcin2 implemented)
Burial three feet beneath the surface of the ground within 24 ours after
stream or public body of water.
knowledge of the death. The burial must be at Fast 300 feet from n� p ' (lowing
Rendering
at a rendering plant licensed under G.S. 106-163.7
Complete incineration
0 In the case of dead poultry only, placing
approved by the Department of Agriculture
a disposal pit of a size and'dcsign
Q Any method which in the professional opinion of the State Veterinarian
make possible the salvage of part of a dead animal's value without end would '
human or animal health. (Written approval of the State Veterinarian mustbeattached)
Insect Control Checklist for Animal Operations
.tiUtirce
f:,uuc
11Mps lu Cuutrul Insects.
Liquid Spirit's Site Specific1'r+,cttres
•
un almonds Flush system Is designed and operated
sufficiently to remove Accuutlllated solids fromgutters as designed.
CI Remove bridging oraccumulated Mated solids pi
disci's' .o
. Maintain lugnnns, settling basics and pits %vbara
pest breeding is vomit to Minimize the
crusting orsolids to a dcptli of no more than 6 -
I ACCSSiYe Veccialiva :� N inches over more than 30% of surface.
thumb pccuying vegetation elk— Maintain vegetative cont,ot along bunks of
lagoons And outer impoundments to prevent
Accunmtalhnt or(lccnying vcgcirtivcntattcr
adung ►voter's edge on iu,pouudn,cnl's perimeter.
• /SCClllllgijlll
Lagoons mill Pits
• (:rusted Solids
•

Pllub ahe)•s
1
Lilt stations
tladsbk drain adlectiun
ur Juoctiwt boxes
I'll seduce 'mints
1.a,u,stead
Anima! body slit Imes • Dilly manure -covered animals
I'hun' sot Ines
• Wet nl mme-covered flours
I+L•enurc culIccliuu pill
• Urine;
• Pal fiat microbial decomposition
Venitlimul exhaust ��—
lam • Volatile gases;
Dust
luduur sotruees
• Dust
Plush tanks
• Agilulitln ufrecycledJ lagoon
liquid while funks ore lilting
• ACllallpll 1�111nIC {Vals�e:{yaltCr
convcyauce
• Agitrtinu of recycled h,gnuu
liquid while pits are lilting
• Agitation during sump funk
filling and drawduwn
• Agitation during wustt:11'111Cr
conveyance
Swine Farm Waste Management Odor Centro
I Checklist
• S{vinc Inutluctiun HMI' to I►tItdl,tl'LC O.Iu& Sl Vegclalive or wooded bullcl%; fc Sl,crlftr 1'r,rcltrra
Itccoittinelltic(I best management practices;
,nod Judgment and amnion sense
AT Slotted hums;
Waterers located over slotted floors;
C1 Feeders ut high cud of solid floors;
jer Scrape nlmlure buildnll from Moors;
0 Underfloor ventilation fur drying
Plcquent manure removal by flush, pit recharge,
or scrape; •
CI Underfloor vcntilaiiutl
Fun lllanitellallce;
ifficiclll air movement
%Ann, va between groups of animas;
CI Feed waives;
CI Nc:cdler covers;
ea Peecl delivery downspuui cxleudcrs In feeder
CQVers
I1 Plush dunk covers;
CI lixtead fill lines In near bottom of tanks with
null-sl ,lion vents
CI Uudcrflemr push with tmderllonr ve111ilatioa
f_I hs tend echarge lines to near bottom ofpifs
tvh li mill -siphon vents
CI Sump tank cuvcrs
CI flux covers
AhIIIC s 11, -
•

Source
land of drrinpipCI ut
lagoon
Lagoon su, faces
Cause
• Agitation during wastewater
conveyance
• Volatile gas emissions;
• Iliulogical mixing;
• Agitation
Irrigation sprtml.lcr
nuzzles • l ligh pressure agitation;
• Wind uhif
Suroruce taro!; or L:+sb,
suuraec
Sclrling hallo su, lace
Manure, slurry or sludge
spreader outlets
• Partial microbial decomposition;
• Mixing while filling;
Agitation when emptying
•
• !'notch! microbial decomposition;
• Mixing while filling; •
• Agitation when emptying
• Agitation when spreading;
• Volatile gas emissions
II„euyered nrumoc. •
slimy or sludge WI field dry lr
unlaces
Dead animals
Dead animal disposal
pits
h,corendurs
latile gas emissions while
tug
• Carcass decomposition
• Carcass dccou►pusitio►
• Incomplete combustion -
. • AMOC- November !I. 1996. Page 4
IiMI's to Mlnlr itzcn
She Sretitle Practices
1rn.
rrlccsC(Wend discharge point ofpipes uuiicrncatir lagoon liquid level
Proper lagoon liquid capacity;
Currcct lagoon sinful) procedures;
/61 Minimum surface arcs-in-vuhmrc ratio;
• .);1" Minimum agitation when.pua►ping;
0 Mechanical aeration;;
CI Proven biological additives
Irrigate on dry days with little or no wind;
Minimum recommended operating pressure;
Pump intako near lagoon liquid surface;
O Ihuup from second -stage lagoon
C1 hiuHonm ur midlevel loading;
O Tank covers;
O Basin surface orals of solids;
Cl ::::
drainpipe outlets underneath lirp,id level;
0 Remove settler) solids regularly
Cl Soil injection afslurry/sludges;
CI Wash residual manure from sprcadcr idler use;
CI Proven biological additives ur oxidants
O Soil injection ufshury/sluudges
Cl Soil htcarpormion within 48 hrs.;
Cl Spread fu Ihin unlfrnrm layers for rapid drying;
f_I Proven biological additives (or oxidants
Proper disposition orcarcasses
C1 Complete eovcrh,g of carcasses in burial pins;
0 Proper locutio►r/cnurstrrrctim, nfdispmsal pits
C1 Secondary stack burners
•

USDA United 8t.t"
DepartmentAIM , of Richmond County, North Carolina
LI7
0 487.5 475
Feet
Farm 2574
Tract 63
2016 Program Year
CLU
Acres
'HEL
`Crop
1
`19.2
HEL
2
2.83
NHEL
3
2.63
NHEL
4
20.68
HEL
5
56.67
HEL
6
19.63
NHEL
7
10.48
NHEL
8
12.89
HEL
9
14.53
NHEL
10
28.72
HEL
11
42.88
HEL
12
25.91
NHEL
13
36.45
NHEL
14
44.6
NHEL
15
24.51
UHEL
17
0.05
UHEL
Noncropland
22
0.0
UHEL
23
0.0
UHEL
Noncropland
24
0.0
UHEL
Noncropland
25
0.0
UHEL
Noncropland
26
0.0
UHEL
Noncropland
27
0.0
UHEL
Noncropland
28
0.0
UHEL
Noncropland
29
0.0
UHEL
Noncropland
30
0.0
UHEL
Noncropland
31
0.0
UHEL
Noncropland
32
0.0
UHEL
Noncropland
33
0.0
UHEL
Noncropland
34-.0.01
UHEL
Noncropland
35
0.01
UHEL
Noncropland
Pages opIalideteieder4@3261acres
Base Image Layer flown in 2014.
Common Land Unit
Cropland
'/, Non -Cropland
Tract Boundary
Wetland Determination identifiers
Restricted Use
V Limited Restrictions
Exempt from Conservation
Compliance Provisions
row+ r 5A maps are Tor ran riugram iarunta ration any. r MS map aoea not repraiern a legal survey or retied actual o mersntp. saner a aspics the ntarmatton provided dYectry rrom the producer andforthe NAIP knagery. The producer
accepts the data 'es is' and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs.
wettand identifiers do not represent the size, shape. or specific deteannation of the area. Refer to your original determinat on (CPA-026 and attached maps) for exact boundaries and detemnitations or contact NRCS.

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

u�
Practice water conservation ---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
▪ Place visible markers or stakes on the lagoon bank to show the
minimum liquid. level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the -winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
• Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
▪ Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
0,0 Rate of lagoon sludge buildup can be reduced by:

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

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

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

SHEET 1 OF 2
1
�IIW
40)
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of
method of disposal.
center pivot, guns,
taken when applying
waste water is recognized as an acceptable
Methods of application include solid set,
and traveling gun irrigation. Care should be
waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 49.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 47.5 . This temporary
storage, less 25 yr- 24 hr storm, contains 38398 cubic feet or
287215 gallons.

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

L ndowner B1LL. Ro.�-,-.,.i District �..,.�-- --. -til
SOIL INVESTIGATION LOG SHEET
m No.
— Tract No. -- County RICHIYIoND_
PracticeWASI'E TR.6RiyYIg,NT f..A00tWob Class Date fiAiZCH 14, 1444.
SITE SKETCH
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'rgroon cO InY. tC
a,��,..,a..a
corrugated plastic pipe biversioh Outlet
Standard Design GUide j DraWings, end Construction Specifications
PURI:ost
to use a constructed onbenkeent and twelve (12) loch corrugated plastic 010 (CPO) to safely convey 25 year
store runoff fore CARROtt'S 3520 Head Swine Hureery °petition frog lagoon diversion channel to stable outlet
(generally, toe of pod Sibpb).
bESIGI4 CONsfbERATIONs
Allowable difference le elevation of inlet invert and outlet Invert - one (1) foot tlnleua, ten (10) feet
Nashua
Marlowe fill height over tPP - ten (10) Peet
MinieuA elevation of eaetgeney Spillway (ESN) - 1.9 feet ebbve pipe Invert elevation (on hide near houses).
Outlet Invert should be on natural ground...if outlet area is not stable, ieake provisions to ttabilire the
eel (genitally. kith Class 8 erosion control atone).
Top of eabanknent should be at !last 0.5 foot above ESN elevation.
CoNSTRUCTXON bRAWXNss arid SPec1f= lcATIONs
Prepared for l)ru-ko-s-,
lisrriings "IV = 0.0170
Top %ldO = 4
Ups-ere/in► S8 s 2 .0 t
Dow►rtEt-trim Sg
to 1 luster (V41) N
top ft s3
toter ti s 't
inlet t+ta,� i/
Et t ; cPP Lahyth — 3o feet
cPP biumetep 12 Inch
Designed by RGtt
e.
Xi . r . t i . i .. i .. , . i+�} - ' tttRnaattcv SHIMMY
Ela a to 4 ts,
As e.4,t. 1 As .
)t(ca pipe = tt
40
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b1tAr!._l1F._"hth" ,thtRANsE
'' t•,�.� `may
Witt •
OP Joints shell be aseeatlally vetettight and attone enough to withstand pipe flow without dinJointing.
pipe inlet will be cut st a 06 angle (sae drawing) and Metalled OR eonhtrutted elevation of lagoon diversion
thafinel bottca,
finished hbankaeat backalope should touters with pad.elopa,.,a11 dlttutbed areas to-bbe needed when:lagoan la,.
seeded,
y
t#R tAn OE cut' ► I1 itr
Y.kt MOIrt OP SA“
Pipe binte u 12 to

6. SUMMARY
Temporary storage period ) 180 days
Rainfall in excess of evaporation > 6.5 inches
25 year - 24 hour rainfall = ) 6.5 inches
Freeboard : ) 1.0.feet
Side slopes ) 2.8'e 1
Inside top length > "'220.0•feet
Inside top width :: ) "' 135.0 'feet
Top of dike elevation:: > *' 50.9 feet
Bottom of lagoon elevation > ' 40.9 feet
Total required volume > '164759 cu. ft.
Actual design volume )178231.58'tu. ft.
Seasonal high watertable elevation (SIWT1:::) 47.0 feet
Stop pumping elev. ) '`"47►5 feat
Must be > or = to the SHWT elev. ) 47.0 feet
Must be ) or : to min. req. treatment el.:) 46.9 feet
Required minimum treatment volume > 106560 cu. ft.
Volume at stop pumping elevation --:-) 117186 cu. ft.
Start pumping elev. ) r,'.49,3Tbet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume Tess 25 yr - 24 hr rainfall::=) 162144 cu. ft.
Volume at start pumping elevation > 161951 cu. ft.
Required volume to be pumped > 42110 cu. ft.
Actual volume to be pumped ) 44765 cu. ft.
Min. thickness of soil liner when required::) 1.5 feet
DESIGNED 8Y: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: ; fleCtC``__t "AGiv‘k4 V l�c'`�________________________ _______
f1E1.� NUM6ER�
pp4

SAL-NC-1 /91
0
SCALE: 1 inch — 4r5Q feet
•
51.0
i
50.0 TI t4
501
Computed over al I Ierrjth = 448 {t.
Or,p.,�. J1 14
Page 1 Plotted 01/13/95
144.
�1
VIs�+
1.11ter ‘001.V,,(A) 4c)\0‘;‘,W
6{1-Yr r Ala % Elt-v. . ' 41,1
x

1E;4P0RARY STORAGE REQUIRED
W113 13 ei IS
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
•
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
220.0 135.0 29700.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 29700.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 Ib. ALW 1.37
Volume = 106560 lbs. ALW/135 Ibs ALW * 1.37 gal/day 180 days
Volume = 194649.6 gals. or 26022.7 cubic feet
58. 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 or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 101) days storage/7.48 gallons
per CF
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
Volume = 6.5 inches * DA / 12 inches per foot
Volume = 16087.5 cubic feet
50. Volume of 25 year - 24 hour storm
Volume = 6.5 inches / 12 inches per foot * DA
Volume = 16087.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6.5 inches
5A. 26023 cubic feet
58. 0 cubic feet
5C. 16038 cubic feet
r'.n 1 f,fT ...L:_ F__..

Operator:BILL BRUTON County: RICHMOND
Date: 1/13/V i %y % w
Distance to nearest residence (other than owner): 1500 feet
I
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 Ibs
0 sows (farrow to feeder) x 522 Ibs. = 0 Ibs
0 head (finishing only) x 1.35 Ibs. = 0 Ibs
0 sows (farrow to wean) x 433 Ibs. - 0 Ibs
37Y2 head (wean to feeder) x 30 Ibs. - 106560 Ibs
Describe other : 0 (bs
Total Average Live Weight = 106560 Ibs
Z. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 106560 Ibs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW = 1 CT•/lb. ALW
Volume = 106560 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume =
4. TOTAL DESIGNED VOLUME
0 cubic feet
Inside top length (feet) 220.0
Inside top width (feet) 135.0
Top of dike elevation (feet) 50.9
Bottom of lagoon elevation (feet) 40.9
Freeboard (feet) - 1.0
Side slopes (inside lagoon) 2.3 : 1
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SJDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.8 2.8 2.8 2.8 214.3 129.3 9.0
AREA OF TOP
LENGTH * WIDTH =
214.3 129.3 27715.862 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
163.2 78.2 12762.24 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
1::.8 103.8 78342.95 (AREA OF MIDSSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) r AREA BOTTOM] * DEPTH/6
27715.9 78343.0 12762.2 1.5
Total Designed Volume Available=178231.58 CU. FT.