780092_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-Dischargc General Permits for Animal Waste Managcment Systcms 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.
Pkase do not leave any question unanswered Pkase verift aU informadon and make any necessary correcdons below
Applicadon must be signed and dated by the Permittee.
1. Farm Number: 78-0092 Certificate Of Coverage Number:
2. Facility Name: Freedman Farm Robeson
3. Landowner's Name (same as on the Waste Management Plan): RbR Farms LLC
4. LandowneesMailing Address: 1282 Jordan Rd
City: Clarkton State: NC
Telephone Number: 910-648-2705 Ext. E-mail:
5. Facility's Physical Address: 2131 Bailff Rd
City: Fairmont State: NC
6. County where Facility is located: Robeson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integratoes Name (if there is not an Integrator, write "None"): MgMby:Brown LLC
10. Operator Name (OIC): Lisa S. Freedman Phone No.: 910-234-4287
11. Lessee's Name (if them is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 7,920
Operation Types:
Swine
cattle
Dry Poultry
Wen to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
hfilk Cow
Pullets
Feeder to Finish
Dry Cow
Turkeys
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Famw to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Guts
Other
Non Laying Pullet
Other
Layers
AWS780092
Zip: 28433
Zip: 28340
OIC #: 995797
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
r.nrrpA-hnnr anti nmvide missiniz data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
0,07
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certifted technical speciall 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 emall one signed copy of the
application and all the CAWW Items above to: [e-mail]

1 alu�l 111;11 this arrlicatioll li;v 11CM reviewed by me and is riccurile and complete 11, flie hest ol' lay
it* rqotr.M r%ui� of this alifilictifion live not Completed and that if* till mquired suppoiling inlarmulion M"I
this upplic:11aln ji�wkjle will ho renumed In mc as incomplete.
Note: In accMance with NC Gencrall Statutes 1,13-215.6A and 143-215.613. any person who knowingly make.,; any ralw filafwi"I,
or certification fit any application may he subject to civil ponaltie; up to S25,000 per violation (14 ri,-Sf-
Scciion 1001 provides, a punishuricill by a imc of not more than $10,000 or imprisonment oF not more than 5 ycars. or both fv
Prink;d N'tane of Signing Official (Landowner, or if multiple Landowners fill landowners should sign. If Landowner is a
corporotion. signature should be by a principal executive officer of the corporation):
\ame: Tide: 6,yr-44�
1?'u L
Sioiattire: Date:
Nianw. Tide:
Signature: Date:
Name:
Signmum:
Tide:
Date:
THE CONTLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
106 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number. [phone]
E-mail:,[e-mail]

MoUnIU211ty Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicala a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Pfirwry S�ndary
Routine Mortality
F-1
F-1
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feel from any flowing stream or public body of water
(G-S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table. Attach burial location map and plan.
El El
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 & Can-
sumer Services Veterinary Division (attach copy of permit). if compost is distributed off -farm,
additional requirements must be met and a permit Is required from NC DEQ.
in the case of dead poultry only, placing In a disposal pit of a size and design approved by the
106-549-70).
NC Department of Agriculture & Consumer Services (G.S.
Any method which, in the professional opirliarbof the State Veterinarian, would make possible
health.
the salvage of part of a dead animal's value without endangering human or animal
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines famn-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 d . isposal plan is part of the facility's C,�,WMP and is activated
when numbers of dead animals exceed normal mortality rate s asspecified by the State
Veterinarian.
• Burial must beAone 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 Vetednadan may e
additional temporary procedures or measures for disposal according to G.S. 106-399-4.
FIX k4nv�..LLC
Signature of Farm Owner/Manager Date
7lignituied �Tec a Rpeciallst�� Date

-jlvi t-enwiy2j Pio Realty TO 12525682750 04/02/2014 06.18:03 #12631 P 001/002
%01�
Nutrient Management Plan For Anisnal Waste Utilization
Cover Page Update for VVUP dated:
08-01-2003
This Plan has been Prepared for: I This Plan has been developed by:
Freedman Farm Robeson (78-92) Ronnie G. Kennedy, Jr-
RBG Forms, LLC Agriment Services, Inc.
1282 Jordan Road P. 0. Box 1096
Clarkon, NC 28433 Baukville, NC 28518
[phone] (252456Q- 648
eloper sig"fure
k�� sm
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 read and understand the
Required Specifications concerning animal waste management that are included with
this plan,
somm (Cwner) Dac
L4 -,)-( L4
sjso� (Am"" or proda�) DRW
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resoures Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission,
Plan Approved By:
hnIcA Specia1W Sigrjf� LMC
We PIWN& 3n]PO14 co�r Pap Upcwte

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this Wan
S7
Swine Feeder -Finish Lagoon Liquid waste generated 7,341,-840 gals/year
by a 7,920 animal Swine Finishing Lagoon Liquid operation. This
production facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
16910
Incorporated
29041
Injected
31982
Irrigated
18380
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
21,082-04
8,421,027
-1,079,187
Year 2
22�987.76
91,182�25 IT
-1
-------------------------------------------------------------------------------------------------- ......... -------------------------------------
Note: In source ID, S means standard source, U means user defined source.
210986 Database Version 2.0 Date Printed: 08-01-2003 Source Page Page I of I

Narrative
This operation is a 7,920 animal Swine Feeder-Finsh operation, which applies Lagoon Liquid at 24 pulls.
The fields in this waste plan are actual the pull numbers for which the wettable acres have been
previously determined (see attached design and maps).
RYE were adjusted using N Factors which take into account soil management group (SMG) provided by
NCSU soil science department.
---------------------------------------------------------------------------------------------------------------------------------------------- ----------------
A � 210986 Database Version 2.0 Date Printed: 08-01-2003 Narrative Page Page I of I

. Zoak 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
000��
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
LRYE
34205
17
5.30
5.30
N/A
Wagram
Corn, Grain
*92 bu.
Wheat, Grain
*49 bu.
Soybeans, Manured, Full Season
28 bu.
34205
18
4.30
4.30
N/A
Wagrain
Com, Grain
*92 bu.
Wheat, Grain
*49 bu.1
Soybeans, Manured, Full Season
28 bu.
34205
19
0.80
0.80
N/A
Wagram
Com, Grain
92 bu.
Wheat, Grain
*49 bu.
Soybeans, Manured, Full Season
28 bu.
34205
MMMMMM�
20
4.60
4.60
N/A
Wagram
Com, Grain
*92 bu.
Wheat Grain
*49 bu.
F=420
Soybeans, Manured, Full Season
28 bu.
3 34205
5
21
1.80
1.80
N/A
Wagram
Com, Grain
*92 bu.
Wheat, Grain
*49 bti.
Soybeans, Manured, Full Season
28 bu.
[34205
22
5.30
5.30
N/A
Wagram
Com, Grain
*92 bu.
Wheat, Grain
*49 bu.1
Soybeans, Manured, Full Season
28 bu.
34205
23
5.30
5.30
N/A
Wagram
Com, Grain
*92 bu.
Wheat, Grain
*49 be.
Soybeans, Manured, Full Season
28 bu.
F3E42O5
24
1.50
1.50
N/A
Wagram
Corn, Grain
92 bu.1
Wheat, Grain
*49 bu.
Soybeans, Manured, Full Season
28 bu.
3957
1
4.80
4.80
N/A
Wagrain
Com, Grain
*92 bu.
Wheat, Grain
*49 bu.
Soybeans, Manured, Full Season
28 bu.
3957
10
1.70
1.70
N/A
Rains
Small Grain Overseed
*1.1 Tons
Hybrid Bermudagrass Pasture
*4.9 Ton
3957
11
5.10
5.10
N/A
Goldsboro
Small Grain Overseed
1. 1 Tons
Hybrid Bermudagrass Hay
*7.4 Tons
3957
12
3.80
3.80
N/A
Wagram
Small Grain Overseed
1.2 Tons
jHybrid
Bermudagrass Hay
*6.7 Tons
210986 Database Version 2.0 Date Printed 8/l/2003
NOTE: Symbol * means user entered data.
PCS Page Page I of 2

9
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index(LI)
Soil Series
Crop Sequence
RYE
3957
13
1.90
1.90
N/A
Wagram
Small Grain Overseed
1.2 Tons
Hybrid Bermudagrass Hay
*6.7 Tons
3957
14
3.60
3.60
N/A
Wagram
Small Grain Overseed
1.2 Tons
Hybrid Bermudagrass Hay
*6.7 Tons
3957
15
4.30
4.30
N/A
Wagrarn
Small Grain Overseed
1.2 Tons
Hybrid Bermudagrass Hay
*6.7 Tons
3957
16
4.60
4.60
N/A
Wagrain
Small Grain Overseed
* 1.2 Tons
Hybrid Bermudagrass Hay
*6.7 Tons
3957
2
3.40,
3.40
N/A
Wagram
Com, Grain
*92 bu.
Wheat, Grain
*49 bu.
Soybeans, Manured, Full Season
28 bu.
3957
3
4.00
4.00
N/A
Lynchburg
Com, Grain
*135 bu.
Wheat, Grain
*59 bu.
Soybeans, Martured, Full Season
*50 bu.
3957E
4
2.30
2.30
N/A
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
*5.9 Tons
3957
5
2.80
2.80
N/A
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
*5.9 Tonsi
3957
6
2.40
2.40
N/A
Wagram
Small Grain Overseed
* 1.2 Tons
Hybrid Bermudagrass Pasture
*6.7 Tons
3957
7
5.10
5.10
N/A
Goldsboro
Small Grain Overseed
* 1. 1 Tons
Hybrid Bermudagrass Pasture
*7.4 Tons
3957
8
5.00
5.00
N/A
Rains
Small Grain Overseed
1. 1 Torts
Hybrid Bermudagrass Pasture
*4.9 Tons
9
5.10,
5.10
NIA
Goldsboro
Small Grain Overseed
* 1. 1 Tons
II
I
lHybrid Bermudagrass Pasture
*7.4 Tons
PLAN TOTALS: 88.80 88.80
LI
Potential Leaching
Technical Guidance
Low
Low potential to contribute to soluble
None
nutrient leaching below the root zone.
>-- 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<= 10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
>10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
210986 Database Version 2.0 Date Printed 8/l/2003
NOTE: Symbol * means user entered data.
PCS Page Page 2 of 2

The Wasie Utilization table shown below summarizes 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 ofapplications 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 thatthe plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table
VPQr I
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
I Period
Nitrogen
PA
Nutrient
Req'd
Obs/A)
Comm.
Fert.
Nutrient
Applied
Obs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(I
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
v
N
1000
gal/A
I Tons
I GOO gals
I tons
34205
17
S7
IWagrarn
5.30
5.30
Conn, Grain
*92 bu.
2/15-6/30
* 112
0
20
Irrig,
92
36.751
0.00
194.771
0.00
34205
17
S7
Wagrarn
5.30
5.30
Wheat Grain
*49 bu.
9/1-3/31
* 113
0
0
Irrig.
_
45
18.051
0.00
95.69
0.00
34205
18
S7
Wagram
4.30
4.30
Corn, Grain
*92 bu.
2/15-6/30
* 112
0
20
Irrig,
92
36.75
0.00
158.02
0.00
34205
18
S7
Wagrarn
4.30
4.30
Wheat, Grain
*49 bu.
9/1-3131
*114
0
0
Irrig.
46
18.21
0.00
79.32
0.00
34205
19
S7
IWagram
0.80
0.80
Com, Grain
*92 bu.
2/15-6/30
* 112
0
20
Irfig.
92
36.75
0.00
29.40
0.00
34205
19
S7
Wagram
0.801
0.80
Whea� Grain
*49 bu.
9/1-3/31
* 114
0
0
Irrig.
46
18.211
0.00
14.57
0.00
34205
20
S7
Wagram
4.60
4.60
Corn, Grain
*92 bu.
2/15-6/30
*112
0
20
Irrig.
92
36.75
0.00
169.04
0.00
34205
20
S7
Wagram
4.60
4.60
Wheat, Grain
*49 bu.
9/1-3/31
* 114
0
0
Irrig.
46
18.21
0.00
83.79
0.00
34205
21
S7
Wagram
1.80
1.80.Com,
Grain
*92 bu.
2/15-6/30 �
*112
0
20
Iffig.
92
36.75
0.00
66.15
0.00
34205
21
S7
Wagram
1.80
1.80
WheA Grain
$49 bu.
9/1-3/31
* 114
0
0
Irrig.
46
18.21
0.00
32.79
0.00
34205
22
S7
Wagrarn
5.30
5.310 .
Com, Grain
'92 bu.
2/15-6/30
* 112
0
20
Irrig.
92
36.75
0.00
194.77
0.00
34205
22 -
S7
Wagrarn
5.30,
5.30
Wheat, Grain
*49 bu.
9/1-3/31
*114
0
0
Irrig.
46
18.21.
0.00
96.54j
0.00
34205
23
S7 IWagrarn
5.30
5.30ICom,
Grain
*92 bu.
2/15-6/30
*112
0
20
Iff ig.
92
36.75
0.00
194.77
0.00
34205
23
S7
W agram
5.30
5.30
Wheat, Grain
*49 bu.
9/1-3/31
* 114
0
0
Irrig.
46
18.21
0.00
96.54
0.00
34205 1
24
S7
Wagrarn
1.50
1.50
Corn, Grain
*92 bu.
2/15-6/30
* 112
0
20
Irrig.
92
36.75
0.001
55.12
0.00
34205 1
24
S7
Wagrarn
1.50
1,50
Wheat, Grain
*49 bu. -
9/1-3/31
114
0
0
Irrig.
46[
18.2rIO
210986 Database Version 2.0 Date Printed: 8/l/2003 WUT Page Page I of 6

Wn-qtp ljirj. -n Table
lea r 1
Tract
Field
Source
D)
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Cornnt.
Fert
Nutrient
Applied
(lbsIA)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
OWA)
Liquid
Manw--A
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
I N
N
I N
N
1000
gat/A
Tons
1000 gals
I tons
3957
1
S7
Wagram
4.80
4.80
Corn, Grain
*92 bu.
2/15-6/30
* 112
0
20
Irrig.
92
36.75
0.00
176.39
0.00
3957
1
S7
Wagrarn
4.80
4.80
Wheat, Grain
*49 bu.
9/1-3/31
* 114
0
0
Iffig.
46
18.21
0.00
87.43
0.00
3957
10
S7
Rains
1.70
1.70
Small Grain Overseed
*1.1 Ton
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
33.95
0.00
3957
10
S7
Rains
1.70
1.70
Hybrid Bermudagrass Pasture
*4.9 Ton
3/1-9/30
* 159
0
0
Irrig.
159
63.51
0.00
107.971
0.00
3957
11
S7
Goldsboro
5.10
5. 10
Small Grain Overseed
*1*1 Ton
10/1-3/31
50
0
0
Iffig.
50
19.97
0.00
101.86
0.00
3957
11
S7
Goldsboro
5.10
5.10
Hybrid Bermudagrass Hay
*7A Ton
3/1-9/30
*338
0
0
Irrig.
338
135.01
0.00
688.56
0.00
3957
12
S7
Wagram
3.80
3.80
Small Grain Overseed
11 Ton
10/1-3/31
50
0
0
Iffig.
50
19.97
0.00
75�89
0.00
3957
12
S7
Wagram
3,80
3.80
Hybrid Bermudagrass Hay
*6.7 Ton
3/1-9/30
*328
0
0
Irrig.
328
131.02
0.00
497.86
0.00
3957
13
S7
Wagram
1.90
1.90
Small Grain Oversccd
1.2 Ton
10/1-3/31
50
0
0
Iffig.
50
19.97
0.00
37.95
0.00
3957
1 13
S7
lWagram
1.90
1.90
Hybrid Bcrmudagrass Hay
*6.7 Ton
3/1-9/30
*328
0
0
Irrig.
328
131.02
0.00
.248.93
0.00
3957 1
14
S7 lWagram
3.60
3.60
Small Grain Overseed
1.2 Ton
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
71.90
0.00
3957
14
S7
Wagrarn
3.60
3.60
Hybrid Bermudagrass Hay
*6.7 Ton
3/1-9/30
*328
0
0
Irrig.
328
131.02
0.001
471.66
0.00
3957
15
S7
Wagrarn
4.30
4.30
Small Grain Overseed
1.2 Ton
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
85.88
0.00
3957
15
S7
Wagrarn
4.30
4.30
Hybrid Bermudagrass Hay
*6.7 Ton
3/1-9/30
*328
0
0
Inig.
328
131.02
0.00
563.37
0.00
3957
16
S7 lWagrarn
4.60
4.60
Small Grain Overseed
*1.2 Ton
10/1-3/31
50
0
0
Inig.
50
19.971
0.00
91.871
0.00
3957
16
S7
Wagram
4.60
4.60
Hybrid Bermuclagrass Hay
*6.7 Ton
3/1-9/30
*328
0
0
Irrig.
328
131.02
0.00
602.68
0.00
3957
2
S7
Wagram
3.40
3.40
Corn, Grain
*92 bu.
2/15-6/30
* 112
0
20
Irrig.
92
36.75
0.00
124.95
0.00
3957
2
S7
Wagrarn
3.40
3.40
Wheat, Grain
*49 bu.
9/1-3/31
*114
0
0
Irrig.
46
18,21
0.00
61.93
0.00
'3957
3
S7
Lynchburg
4.00
4.00
Corn, Grain
*135 bu.
2/15-6/30
*146
0
20
Irrig.
126
50.33
0.00
201.32
0.00
3957
3
S7 ILynchburg
4.00
4.00
Wheat, Grain
*59 bu.
9/1-3/31
*115
0
0
Iffig.
46
18.37 .
0.00
73.50
0.00
3957
4
S7
Lynchburg
2.30
2.30
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Iffig.
50
19.97
0.00
45.94
0.00
3957
4
S7
Lynchburg
2.30
2.30IHybrid
Bermudagrass Pasture
*5.9 Ton
3/1-9/30
#193
0
0
Iffig.
1931
77.091
O.Od
177.311
0.00
210986 Database Version 2.0 Date Printed: 8/1/2003 WUT Page Page 2 of 6

Table
Waste Uti.,
'Yr�iut
Ficld
Sourre
ID
Soil Series
Total
Acres
Use.
Acres
Crop
Applic.
prriod
Nitrogen
PA
Nutrient
ReqA
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbsIA)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManurcA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
1000
gal/A
Tons
1000 pis
tons
3957
5
S7
Lynchburg
2.801
2,80
Small Grain Overseed
LOTons
10/1-N31
50
0
0
Irrig.
50
19.971
0.00
55.92'
0-00
3957
S7
Lynchburg
2.80
2.90
Hybrid Bermudagrass Pasture
*5.9 Ton
3/1-9/30
192
0
0
Irrig.
192
76.69
0.00
214.74
0.00
3957
6
S7
Wagram
2.40
2.401S,.Ii
Grain Oversced
1.2 Ton
1011-3/31
so
0
0
Irrig.
50
19.97
0.00
47.93.
0.00
3957
6
S7
Wagrant
2.40
2,40
Hybrid Bermudagrass Pasture
*6.7 Ton
3/1-9/30
*246
0
0
Irrig.
246
98.26
0.00
235.83
0.00
3957
7
S7
Goldsboro
5.10
5. 10
Small Grain Overseed
*1.1 Ton
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
101 R6
0.00
3957
7
S7
Goldsboro
5,10
5.10
. Hybrid Bermudagrass Pasture
*7.4 Ton
3/1-9/30
*253
0
0
Irrig.
253
101.06
0.00
515,4()
0,001
3957
8
S7
Rains
5,00
5.00
Small Grain Overseed
1. 1 Ton
10/1-3/31
50
0
0
Irrig,
50
19.97
0.00
99.96
0.00
3957
8
S7
Rains
5.00
5.00
Hybrid Bermudagrass Pasture
*4.9 Ton
3/1-9/30
*158
0
0
Irrig.
159
63.11
0.00
315.56
0.00
3957
9
S7
Goldsboro
5.10
5. 10
Small Grain Overseed
1. 1 Ton
10/1-3/31
so
0
0
Irrig,
so
19.97
0.00
101.86
0.00
3957
9
S7
[Cioldsboro
5.101
5.101
Hybrid Bennudagrass Pasture 1*7.4
Ton
3/1-9130
*253
0
0
Irrig.
253
101.06
0.00
515.401
0.00
8,421.03
7,341.84
-1,079.19
0.00
0.00
0.00
NQtes: 1. In the tra�t column, - symbol means ]eased, otherwise, owned, 2. Symbol * means user entered data.
210986 Database Version 2.0 Date Printed: 8/l/2003 WUT Page Page 3 of 6

W u
aste 3b Table
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
PcriGd
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(no)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
34205
17
S7
Wagram
5.30
5.30
Wheat, Grain
*49 bu.
9/1-3/31
113
0
0
Irrig.
68
27.081
0.00
143.54
0.00
34205
17
S7
Wagram
5.30
5.30
Soybeans, Manured, Full Season
28 bu.
4/1-9/15
111
0
0
Iffig.
111
44.341
0.00
234.99
0.00
34205
18
1
S7
- Wagrarn
4.30
4.30
Wheat, Grain
*49 bu.
9/1-3/31
*114
0
0
Irrig.
1 68
27.321
0.00
117.48
0.00,
34205
18
S7
Wagrarn
4.30
4.30ISoybeans,
Manured, Full Season
28 bu.
4/1-9/15
111
0
0
Irrig.
111
44.341
0.00
190.65
0.00
34205
19
S7
Wagram
0.80
0.80
Wheat, Grain
*49 bu.
9/1-3/31
*114
0
0
Irrig.
68
27.321
0.00
21.86
0.00
34205
19
S7
Wagram
0.80
0.80
Soybeans, Manured, Full Season
28 bu.
4/1-9/15
111
0
0
Irrig.
111
44.34
0.00
35.47
0.00
34205
20
S7
Wagram
4.60
4.60-Wheat
Grain
*49 bu.
9/1-3/31
*114
0
0
Irrig.
68
27.32
0.00
125.68
0.00
34205
20
S7
Wagram
4.60
4.60
Soybeans, Martured, Full Season
28 bu.
4/1-9/15
111
0
0
Iffig.
111
44.34,
0.00
203.96,
0.00
34205
21
S7
Wagram
1.80
1.80
Wheat, Grain
*49 bu.
9/1-3/31
* 114
0
0
Irrig,
68
27.321
0.00
49.18'
0.00
L;�E21
S7 1
Wagram
1.801
1.80
Soybeans, Manured, Full Season
28 bu.
4/1-9/15
111
0
0
Irr
. ig.
111
44.34
0.00
79.81
0.00
34205
22
S7 iWagrarn
5.30
5.30
Wheat Grain
*49 bu.
9/1-3/31
*114
0
0
Irrig.
68
27.32
0.00
144.81
0.00
34205
22
S7 lWagrain
5.30
5.30
Soybeans, Manured, Full Season
28 bu.
4/1-9/15
111
0
0
Irrig.
Ill
44.34
0.00
234.99
0.001
34205
23
S7
Wagrarn
5.30
5.30 lWheat,
Grain
*49 bu.
9/1-3/31
114
0
0
Irrig.
68
27.32
0.00
144.81
0.00
34205
23
S7
Wagram
5.30
5.30
Soybeans, Manured, Full Season
28 bu.
4/1-9/15
111
0
0
Irrig.
111
44.34
0.00
234.99
0.00
34205
24
S7
Wagram
1.50
1.50
Wheat Grain
*49 bu.
9/1-3/31
*114
0
0
Irrig.
68
27.32
0.00
40.98j
0.00
34205
24
S7 lWagram
1.50
1.50
Soybeans, Manured, Full Season
28 bu.
4/1-9/15
111
0
0
Irrig.
111
44.34
0.00
66.51
0.00
3957
1
S7
Wagram
4.80
4.80
Wheat, Grain
*49 bu.
9/1-3/31
114
0
0
Irrig.
68
27.32
0.00
131.14
0.00
3957
1
S7
Wagram
4,80
4.80
Soybeans, Manured, Full Season
28 bu.
4/1-9/15
111
0
0
Irrig.
111
44.34
0.00
212.82
0.00
3957
10
S7
Fains
1.70
1.70
Small Grain Overseed
1. 1 Ton
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
33.95
0.00
3957
10
S7
Rains
1.70
1.70 .
Hybrid Bermudagrass Pasture
*4.9 Ton
3/1-9/30
159
0
0
Irrig.
159
63.51
0.001
107.97
0.001
3957
11
S7
Goldsboro
5.10
5. 10
Small Grain Overseed
1. 1 Ton
10/1-3/31
50
Irrig.
50
19.97
0.001
101-86
0.00
3957
11
------------ L ----------
S7
J-
Goldsboro
5.10
5. 10
I
Hybrid Bermudagrass Hay *7.4
Ton
3/1-9/30
*338
-
Irrig.
338
135.01
0.001
688.56
0.00
210986 Database Version 2.0 Date Printed: 8/l/2003 WUT Page Page 4 of 6

Waste U, 7. Table
"Imlear 2
Tract
Field
Source
a)
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res,
(lbstA)
Applic.
Method
Manure
PA
NutricntA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
ManuTc
Applied
(Field)
' Solid
Manure
Applied
(Field)
N
N
I N
N
1000
gaYA
Tons
1000 gals
I tons
3957
12
S7
Wagrarn
3.80
3.80
Small Grain Overseed
*1,2Ton
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
75.89
0.00
3957
12
S7
Wagrarn
3.80
3.80
Hybrid Bermudagrass Hay
*6.7 Ton
3/1-9/30
*328
0
0
Irrig.
328
131.02
0.00
497.86
0.00
3957
13
S7
Wagram
1.90
1.90
Small Grain Overseed
* 1.2 Ton
10/1-3/31
so
0
0
Irrig.
50
19.97
0.00
37.95
0.00
3957
13
S7
Wagram
1.90
1.90
Hybrid Bermudagrass Hay
*6.7 Ton
3/1-9/30
*328
0
0
Irrig.
328
131.02
0.00
248.931
0.00
3957
14
S7
Wagrarn
3.60
3.60
Small Grain Overseed
*1.2 Ton
10/1-3/31
50
0
0
Iffig.
50
19.97
0.00
71.90
0.00
3957
14
S7
Wagrarn
3.60
3.60
Hybrid Bermudagrass Hay
*6.7 Ton
3/1-9/30
*328
0
0
Irrig.
328
131.02
0.00
471.66
0.00
3957
15
S7
Wagrarn
4.30
4.30
Small Grain Overseed
1.2 Ton
10/1-3/31
50
0
0
Irrig,
50
19.97
0.00
85.88
0.00
3957
15
S7
Wagram
4.30
4.30
Hybrid Bermudagrass Hay
*6.7 Ton
3/1-9/30
*328
0
0
Irrig.
328
131.02
0,00
563.37
0.00
3957
16
S7
Wagrarn
4,60
4.60
Small Grain Overseed
*1.2 Ton
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
91.87
0.00
3957
16
S7
Wagram
4,60
4.60
Hybrid Bcrmudagrass Hay
*6.7 Ton
3/1-9/30
*328
0
0
Irrig.
328
131.02
0.00
602.68
0.00
3957
2
S7
Wagram
3.40
3.40
Whea� Grain
*49 bu.
9/1-3/31
114
0
0
Irrig.
68
27.32
0.00
92.89
0.00
3957
2
S7
Wagram
3.40
3.40ISoybearts,
Manured, Full Season
28 bu.
4/1-9/15
111
0
0
Irrig.
111
44.34
0.00
150.75
0.00
3957
3
S7
Lynchburg
4.00
4.00
Wheat, Grain
*59 bu.
9/1-3/31
*115
0
0
Irrig.
69
27.56
0.00
110.25
0.00
3957
3
S7
Lynchburg-
4.00
4.00
Soybeans, Manured, Full Season
*50 bu.
4/1-9/15
* 192
0
0
Iffig.
192
76.69
0.00
306.77
0.00
3957
4
S7
Lynchburg
2.30
2.30
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
45.94
0.00
3957
4
S7
Lynchburg
2.30
2.30
Hybrid Bermudagrass Pasture
*5.9 Ton
3/1-9/30
*193
0
0
Irrig.
193
77.09
0.00
177.31
0.00
3957
5
S7
Lynchburg
2,80
2.80
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
55.92
0.00
3957
5
S7
Lynchburg
2.80
2.80
Hybrid Bermudagrass Pasture
*5.9 Ton
3/1-9/30
*192
0
0
Irrig.
192
76.69
0.00
214.74
0.00
3957
6
S7 -Wagrarn
2.40
2.40
Small Grain Ovcrseed
* 1.2 Ton
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
47.93
0.00
3957
6
S7
Wagram
2.40
2.40
Hybrid Bermudagrass Pasture
*6.7 Ton
3/1-9/30
*246
0
0
Irrig.
246
98.26
0.00
235.83
0.00
3957
7
S7
Goldsboro
5.10
5.10
Small Grain Ovcrseed
*1.1 Ton
10/1-3/31
50
0
0
Irrig.
50
19.97
0.001
101.861
0.00
3957 1
7
S7
Goldsboro
5.10
5.10
Hybrid Bermudagrass Pasture
*7.4 Ton
3/1-9/30
*253 -
07
0 i
Irrig.
253FI01.06
OA0
515.40 1
0.00
210986 Database Version 2.0 Date Printed: 8/1/2003 WUT Page Page 5 of 6

Waste U, .'n 'rawe
Var 2
Tract
Field
Source
ID
Soi I Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Ferl.
Nutrient
Applied
(lbs/A)
I
Res,
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
polled
(acrv)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
I Tons
1000 gals
tons
3957
8
S7
IRains
5,00
5.0')
Small Grain Overseed
*1.1 Ton
10/1-3/31
so
0
0
Irrig.
1 50
19,971
0.00
99.86
0.00
3957
8
S7 lRains
5.00
5,00
Hybrid Berinudagrass Pasture
*41.9 Ton
3/1-9130
158
0
0
Irrig.
158
63A
0.00
315.56
0.00
3957
9
S7
Goldsboro
5,10
5.1
Small Grain Overseed 1*1.1
Ton
1011-3/31
so
0
0
Irrig,
50
19.97
0.00
101.86
OM
3957
9
S7
Goldsboro
5.10
5.101Hybrid
Bermudagrass Pasture 1*7A
Ton
3/1-9/30
*253
0
0
Irrig.
253
101.06
0.00
515.40
0.00
9,182.25
7,341.84
-1,840.41
0.00
0.00
0.6 1
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
210986 Database Version 2.0 Date Printed: 8/l/2003 WUT Page Page 6 of 6

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
ORIN applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the
maxu*num 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.
, r�
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
34205
17
Wagram
0.60
1.0
34205
18 -
Wagram.
0.60
1.0
34205
19
Wagrarn
0.60
1.0
34205
20 -
Wagram.
0.60
1.0
34205
21
Wagram
0.60
1.0
34205
22
Wagram
0.60
1.0
34205
23
Wagram
0.60
1.0
34205
24
Wagrarn
0.60
1.0
3957
1
Wagrarn
0.60
1.0
3957
10
Rains
0.40
1.0
3957
11
Goldsboro
0.50
1.0
3957
12
Wagram
0.60
1.0
3957
13
Wagram
0.60
1.0
3957
14
Wagrarn
0.60
1.0
3957
15
Wagrarn
0.60
1.0
3957
16
Wagram
0.60
1.0
3957
2
Wagram
0.60
1.0
3957
3
Lynchburg
0.50
1.0
3957
4
Lynchburg
0.50
1.0
3957
5
Lynchburg
0.50
1.0
3957
6
Wagrarn
0.60
1.0
3957
7
Goldsboro
0.50
1.0
3957
8
Rains
0.40
1.0
3957
9 IGoldsboro
0.50
1.0
210986 Database Version 2.0 Date Printed 8/1/2003 IAF Page Page I of I
NOTE: Symbol * means user entered data.

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 frst 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
Maximum
Maximum Sludge
Crop
PA-N Rate
Application Rate -
Minimum Acres
Minimum Acres
Minimum Acres
lb/ac,
1000 gal/ac
5 Years Accumulation
10 Years Accumulation ,
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge Standard
Corn 120 bu
150
13.16 99.29 198.58
297.87
Hay 6 ton R.Y.E.
300
26.32 49-64 99.29
148.93
I
Soybean 40 bu
1601
14.04 93.08 186.171
MEEEWEW�
279.25
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210986 Database Version 2.0 Date Printed: 08-01-2003 Sludge Page Page I of

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.
Available Waste Storage Capacity
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
09/30
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
86
1
2
83
1
3
103
1
4
114
1
5
139
1
6
176
1
7.
180
1
8
180
1
9
180
1
10
172
1
11
151
1
12
129
2
1
121
2
2
121
2
3
144
2
4
159
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
154
2
11
133
2
12
11
* Available Storage Capacity is calculated as of the end of each month.
------------------------------------------------- ----------- ------------------------------------------------------------------------------------------------------
210986 Database Version 2.0 Date Printed: 08-01-2003 Capacity Page Page I of I

Required Specifications For Animal Waste Management
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 Offlice 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 tiRed cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil inflitration 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.
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210986 Database Version 2.0 Date Printed: 8/1/2003 Specification Page I

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'l, 1995, shaU 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.
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.
----------------------------------------------------------------------- ...... ----------------------- I ------------------------------------ --------------- -------
210986 Database Version 2.0 Date Printed: 8/1/2003 Specification Pap-e 2

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. I
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However, if animal waste is used on crops for
direct human consumption, it should only be applied pre -plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate -determining nutrient, unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate. Zinc and copper levels in the 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 live 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.
- ----------------------------------------------------------------------------------- --------------------------------------------------------- ---------------------
210986 Database Version 2.0 Date Printed: 8/1/2003 Specification Page 3

Crop Notes
The following crop note applies to field(s): 3
Com 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, com is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and inforination 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 com production.
The following crop note applies to field(s): 1, 17, 18, 19, 2, 20, 21, 22, 23, 24
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, com 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 com production.
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210986 Database Version 2.0 Date Printed: 08-01-2003 Crop Note Page Page I of 7

The following crop note applies to field(s): I I
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs I" to 3
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu./ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micromitrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 12, 13, 14, 15, 16
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs I" to 3
deep (1 .5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
-------------------------------------------------------------------------------------------------------------- __ ------ ------------- - --------- ­­
210986 Database Version 2.0 Date Printed: 08-01-2003 Crop Note Page Page 2 of 7

The following crop note applies to field(s): 10, 8
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the 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. Oats should be planted at 2 bushels/acre and
rye at 1- 1 1/2 bushels/acre. Plant all these small grains at 1- 1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. Ilie re m*am*ing N should be applied during the months of February -March.
The following crop note applies to field(s): 4, 5
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the 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. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 11, 7, 9
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the 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. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
--------------------------------------------------------------------------------------------------------------------------------------------------------------
210986 Database Version 2.0 Date Printed: 08-01-2003 Crop Note Page Page 3 of 7

The following crop note applies to field(s): 12, 13, 14, 15, 16� 6
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the 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. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 10, 8
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs I" to 3
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced V to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soi I test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance. '
------------------------------------------------------------------------ -------------------------------------------- I --------------------- I .. .... ­­­
210986 Database Version 2.0 Date Printed: 08-01-2003 Crop Note Page Page 4 of 7

The following crop note applies to field(s): 4, 5
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs I " to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 7, 9
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs I" to 3
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundc * over in one ' or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced V to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
------------------------------------------------------------------------ ---- ------------------------------------------------------------------------------
210986 Database Version 2.0 Date Printed: 08-01-2003 Crop Note Page Page 5 of 7

The following crop note applies to field(s): 6
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs I " to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 3
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
r7 "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.
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
210986 Database Version 2.0 Date Printol: 08-01-2003 Crop Note Page Page 6 of 7

The following crop note applies to field(s): 1, 17, 18, 19, 2, 20, 21, 22, 23, 24
Wheat: Coastal Plain, Mineral Soil, medium 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 report 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.
The following crop note applies to field(s): 3
Soybeans -Full Season, Coastal Plain: Mineral Soil, low -leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. 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 by a soil test report can be
broadcast or banded at planting. 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 soybean production.
The following crop note applies to field(s): 1, 17, 18, 19, 2, 20, 21, 22, 23, 24
Soybeans -Full Season, Coastal Plain: Mineral soil, medium leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. 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 by a soil test report can be
broadcast or banded at planting. 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 soybean production.
------------------------------------------------ --------- -----------------------------------------------------------------------------------------------------
210986 Database Version 2.0 Date Printed: 08-01-2003 Crop Note Page Page 7 of 7

"�'Vlo lei
YN
.................................
cz
NI
%
NN
IV, O'A

7- 3 �577
)5�, , 7. , " 71 07
TABLE 2 - Traveling Irrigation Gun Settings 70 :7,
A 1,Ac_ Afl)fk/ 1111117 i-joi oi L,111,11-cil:
Duic
�,Pacing
0
%
Spacing
Field No'
I I vidrant
Na2
Ft. per
Hour
Travel
Speed
fi/inin
Stop
End
�Vclted
Acres
Start
End
%A'etted
Acr,
App
Rate
in/lir
Travel Lane
Wetted
n
I
Equipment Scitings
Comments
Total
Acres
I 1l,:L1i;c
'idt i
I ilccti,,-
1%lLi I
I.c%th
"... le
/J.
Dia
(iUn
Pressure
Reel
Pressu re
F1'aA,,cLm
? 3
37
A;-7
?3o 3'.-o
�;,y
IL2 36
)4
F_/F
PF Y
3,P7
/9,0
-30 (j 4 /09- 711�10
15�PXM_:- 3,�/
Y,3r
Po
V-3q
15-0-
1 Y�z_ 3ou //OF /OT /go
1P
3 ejo /,Of &10 e., IA;w)� 11,341
f ;-I
/
,V 2
-3 Z
227
Iii-3 �00 /, 6 �?- I &/- 0 Al r 1300 6 7 X 1- 5 3 1, 31- /,,91/—
P
Z / -01 x 6�7
52-1
5-7
0
V�
37
1� 7
3ov Aeg-1 4v /,03, 60 lx?X�3, Y,
.%1- L?
91,-1
37
Z/7
ilr 3­1 1,6,8, //7,< Yg.5':: 1,711
L: attached map , ed b, the S%VCD Field 011ice liv licid locationt.0.
low separate enir. .. or each hydrant lucation in each field.
e the fol00%%ing abbrexintions fbr various are patters: R till circlej. 'I Q i6iree quanters). TI (mo third>i. I I i hall'circle). 'I ionc third). Q (Line quirter).
A%,, �
C_ C

TAP,(— 2 - Traveling Irrigation Uun 6ettings
Make, Model and Type of Equipment:
�C, 3
2 0.
'e",
Wetted
Diarneter
(feet)
Nozzle
Diarnetor
(Inches)
EQMPMENT SETTINGS
Operating Operating
Pressure Pressure
Gun (psQ @ Reel (psl)
Arc 3
Pattern
Comments
Field Nol
and
Hydrant No2
Travel
Speed
(ffJmln)
Application
Ft2t4
(Ikfhr)
TRAVELLANE
Effective Effectiva
Width (R) Length (ft)
2,4�
3,7
-3,90
A09
-320
2-ya/'AZ'9
3 2
00
11P T
-?,Pa
I/ �O K
40 J- .2
-3,03
17
'APO
'00
3-3
q
�2-
Lac'
00
55��
7-
_7 "I
;Zook/
3,91/
34
17
Ila
Kyu
190
P(
a %3p"
-7 1
37
T-'y4'
Y70
-3o,-9
'Aa 0,/+"
,!X?p
z
-ViIZ
/7- �r—
L/o
I AT,9
ze,/
17Z4
%2 1:
2=1i-7
r -L �4
37
0-0-0-
la
i -3 Z,&
"'o
X.
?zp
a 3, 52
;L, t/w
27
2- Yo
-23,9
1 3,90
1,03-
40
41
3
tYP 94�Po
37
37
13 .57
�-tp
1- L4,9
I -to 20
1 .-170
30&
1 3,0P
3-10
br, 7-
Z, r, K
/a
le K
IoT
9�
31,0& Z20
-301- 7- '1P Y-
z-a-t- /3-v
K&&
�2 9
xim,
E-- 57
; 21, 5 -7
a A, O-Z-
'See attached map provided by the SWCD Field Office for field location(s).
'Show separate entries for each hydrant location in*each field. t,
'Use the following abbreviations for various ar.c patterns: F (full circle), TQ (three quarters), TT (two thirds), H (half circle). T (one third). Q (one quarter).
May also use degree of arc In degrees.
Irwigation Parameters; USDA-NRCS
October 199, page-2 North Carolina
511�yl -
"I"
1-,2- .9 7

-8-
C TABLES
BIGGUN@) PERFORN4AN E
-inn -qFRIES BIG GUNS — 240 TRAJECTORY ic)o R RING N07m E:
FTNOZZLE
NOZZLE
NOZZLE
NOZZLE
pSI
.712
Gpm DIA
.768
GPM DIA
.812
GPM DIA
s57
GPM DIA
50
60
70
80
go
100
74
81*
B8
94
99
105
7-20
235
245
255
265
270
ss
96
104
111
117
124
225
240
250
265
275
28q
100
110
118
127
134
142
230
245
260
275
285
295
115
125
135
145
154
162
240
260
275
285
295
305
NOZZLE NOZZLE
18?5 1 .927
GPM DIA SPM DIA
129
250
150
255
141
270
164
275
152
290
177
295
163
300
189
*305
173
310
201
315
192
320
21.2...325
150 AERIES BIG GUNS — 240 TRAJECTORY _150 R RING NOZZLES
FT
NOZZIF
1
NOZZLE
NOZZLE
?OZZLE -
.97
t
1.
PS -I
BPM'.DIA
SPH DIA
ON - DIA
GPM DIA
So
100. 245
130 .265
165 285
205 10.0
80
110 260
143. .280
182 300
22S 315
70
120 270
155- 290
197 310
245
80
129 2SO
165 300
210 320
260 340
90
135 290
175 310
223 330
275 350
100
143 300
185 320
235 34
290 360
NOZZLE NOZZLE
. 2b
sph DIA
sph DIA
NOZZLE
.965
GPM DIA
167 260
183 280
198 300
211 315
Z24 325
236
NOZZLE
1.41
GPM DIA
25
320
300
350
350
275
335
33a
350
385
365
295
350
355
365
415
380
315
360
380
380
445
'395
335
3 7 0
405
390
475
405
35
380
425
400
500
415
-rDA-f=r-TnRY 21313 R RING NOZZLES
zuu
F T
NOZZLE
NOZZLE
NOZZLE
NOZZLE
NOZZLE
NOZZLE
- NOZZLE
1.29
1.46
1.56
1.66
1.74
1.33
I.g3
PSI
GPM
DIA
GPM DIA
GPM
DIA
GPM
DIA
GPM
DIA
GPM
DIA
GPM
DIA
5 0
,30
325
300 355
350
370
410
390
470
405
535
420
640
435
60-
250
340
"33 0 370
385.
390
4 . 45
410
515
425
585
440
695
455
70
270
355
355 385
415--
405
480
.425
555
440
630
455
7n
475
80-
290
37�
380- 400
445
420
51S
'440
590
455
675
470
B05
490
go
310
380
405 415
475
435
545
455
625
470
715
485
855
505
100
325
39 Q-
425' 425
500
445
575
465
660
480 .
755
50.0
900
520

KELEV
r is
BERKELEY PU MPS CURVE 4117
DATE 3-1-88
PAGE 2.02
TYPE "B" RAT114G CURVES SUPERSEDES _
ENGINE DRIVE Curve 4117 Page 2 02
,-.-A 4-1-Ag
CK..: C.I. P.mw.. H-1939 m..km.. M-1939 VARIOUS ILP-M- - Cpl..
Impolkr: M.tsXUl C.I. P.H.Na. 14l-2319 Nach.N.. M-4821 ON. 10-7/i6l- FULL T.D.S.L. 1.1 ft..� --NI A-
I.., N' K ...
MAXIMUM WORKING PRESSURE 266 PSI W-1 M 1�2 C3
400
L�v
L
ROM
350
imill
RPM
Q

1 01T4- IF I V�m A
Name:
Company:
Address:
Phone:
IRRIGATION SYSTEM DESIGNER
��- e- 4p<f ,
I REQUIRED DOCUMENTATION
-nie following details of design and materials must accompany all irrigation designs:
I . A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thiust block locations and bufferareas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sotirces and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation puinp, traveler and sprinkler(s).
7. Manufacturer"s specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 430-131).
8. The information required by this form are the minimum requirements. It is (lie responsibility of the designer to consider all relevant factors at a particularsite and address them as
appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per NC Statutes.
AM%
NRCS, NC
JUNE, 1996

A
Ireg -trintDra
odc%s
TABLE 4 - Irrigation System Specifications
I
TABLE 5 - Thrust Block Specifications'
fkriief hint-k riptnil-, on nennrate sheet.
LOCATION
P-O.
THRUST BLOCK
AREA (sq. ft.)
B
9v Bend
Demd End
Tee
ISee USDA-NRCS Field OMceTechnical UUide,beCtIOn iY. rractice k-UUC 4JV-uu.
11
USDA-HR
North C r,*
v

0
('"""'�rator:DAN LEWIS #2 County: ROBESON
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
7920 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other :
Date: 03/15/95
1500.0 feet
x
1417
lbs.
0
lbs
x
522
lbs.
0
lbs
x
135
lbs.
1069200
lbs
x
433
lbs.
0
lbs
x
30
lbs.
0
lbs
0
Total Average Live Weight 1069200 lbs,
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1069200 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW 1 CF/lb.-ALW
Volume = 1069200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION mar
Volume 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 550.035-STIMA-mo 0:406aAAr-5
0 05= 'M czkwqm
Inside top width (feet) ---------------------- 350. Vcwt4m.
Top of dike elevation (feet) ----------------- 54.9
Bottom of lagoon elevation (feet) ------------ 43.9
Freeboard (feet) ----------------------------- 1.0
Side slopes (inside lagoon) ------------------ 3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 544.0 344.0 10.0
AREA OF TOP
LENGTH * WIDTH
544.0 344.0
AREA OF BOTTOM
LENGTH * WIDTH
484.0 284.0
187136 (AREA OF TOP)
137456 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
514.0 314.0 645584 (AREA OF MIDSECTION * 4)
CU. FT. XAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU DEPTH/6
187136.0 645584.0 137456.0 1.7
Total Designed Volume Available = 1616960 CU. FT.

14
W
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
550.0 350.0 192500.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 192500.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 1069200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1953072 gals. or 261105.9 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a f lush system. Flush systems that recirculat.
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 112291.7 cubic feet

4;ve Volume of 25 year 24 hour storm
Volume 7.5 inches 12 inches per foot DA
Volume 120312.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 261106 cubic feet
5B. 0 cubic feet
5C. 112292 cubic feet
5D. 120313 cubic feet
TOTAL 493710 cubic feet
6. SUMMARY
Temporary storage period==--=
180
days
Rainfall in excess of evaporation
7.0
inches
25 year - 24 hour rainfall=====
7.5
inches
Freeboar
1.0
feet
Side slopes==
3.0
: 1
Inside top length==
550.0
feet
Inside top width
350.0
feet
Top of dike elevation--===
54.9
feet
RN Bottom of agoon elevation====
43.9
feet
Total required volume=—
1562910
cu. ft.
Actual design volume
1616960
cu. ft.
Seasonal high watertable elevation (SHWT)==-->
49.0
feetv
Stop pumping elev. ------
51.0
feet
Must be > or = to the SHWT elev.=== ======>
49.0
feet
Must be > or = to min. req. treatment el.=>
49.9
feet
Required minimum treatment volume===========>
1069200
cu. ft.
Volume at stop pumping elevation==-=========>
1103261
cu. ft.
Start pumping elev -- -------- ====== ----->
53.1
feet
Must be at bottom of freeboard & 25 yr. rainfall'
Actual volume less 25 yr.- 24 hr. rainfall==>
1496648
cu. ft.
Volume at start pumping elevation== ----->
14-78101
cu. ft.
Required volume to be pumped=--==--
373398
cu. ft.
Actual volume planned to be pumped=== ====-->
374841
cu. ft.
Min. thickness of soil liner when required==>
1.6
feet
7. DESIGNED BY: APPROVED BY: &e� e,
DATE: .3/ DATE:
NOTE** SEE ATTACHED WASTE UTILIZATION PLAN
IAW rd V CL
COMMENTS:--/

. 0
SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
--------------- ------------ ------------ -------------
FOUNDATION PREPARATION:
---------- ------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines
grades, and elevations shown on the plans. Earthfill material shaIll
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other obiectionable material." To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers.not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.6 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specif ied to grade with a SCS approved material (ie - CL , SC , CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
CL

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
rcontent which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
-7, shall be added to borrow as necessary to insure proper moisture content
durinq placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content.relates to the soil material being too wet
for efficient use 'of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner*material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type.of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or theepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in' the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary �eeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SCI CL, or CH.

I r-"K-
TYPICAL CROSS-SECTION
Single Stage Lagoon - Pit Recharge Design
%_V esbfq County, NC
-D ANTA �_ a A is -=W I? —
Settled Top Dam Elev
Add 5% Settleme
Constructed Top E
Swine Confinement
Building
Finished Floor Elev.
Ump
urn
W�
TopPad Ele7v..55. 14-
Total Design Storage Elev. s3.,-a
Invert Outlet Pipe Elev. .5g.ji I
Stop Pump Elev. _.5j.,o
Bottom Elev.
I
8" Pipe
Invert Elev. 52S. � I Support post
Natural Ground
1-6 FT. -DESIGN MIN. CLAY LINER THICKNESS
U,
areas of unsuitable material encountered during construction 0)
of lagoon slopes and bottom will be excavated below grade (for co
the minimum clay liner thickness), backfilled (with approved soil
material) & compacted (to clay liner construction specifications \V
in design) ..... see soils investigation
21
'54, �9 6
Core
Trench
Remove overburden material and
establish embankment]Gore an firm
soil material .... see soils investigation
R, Horion, NRCS (2/95)

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY I TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
24.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER,
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

SHEET 1 OF 2
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 tempgrary storage consists of 180 days storage for:
fl) 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 x4hen pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.,
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon ther�by 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 utilizat'ion plan shall be followed. This
plan recommends samp�ing and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation E2-1 as marked by permanent marker. Stop pump -
out when the fluid level-fWaRches elevation 51.Q,. This temporary
storage, less 25 yr- 24 hr storm, contains 3731-98 cubic feet or
2793014 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair.any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
*Reptinted for Certification Training for Operations of Animal Waste Management Systems Manual

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

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

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

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

• 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:
0 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
nutdent 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 untilyou are sure that the sludge
can be removed without liner injury. If the liner is damaged it must be repaired as soon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal
content than liquid. Because of this it should probably be applied to land with low
phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil -test
phosphors, it should be applied only at rates equal to the crop removal of phosphorus.
As with other wastes, always have your lagoon sludge analyzed for its nutrient value.
6

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

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) (Vo- 11;Y-5.700
EMERGENCY MANAGEMENT SERVICES (EMS) C4100- 6 ZLEINA,
SOIL AND WATER CONSERVATION DISTRICT (SWCD) Nld - -73 2 4 V 79
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) An L -7 7
I -j q -
COOPERATIVE EXTENSION SERVICE (CES) 471-3;76
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 flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field-aCtions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
C) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
C) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
C) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
8

C) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: It4litiqAt, &w.4 zze-
b. Contractors Address: A AA 1, J, JJoo- —,j A
A r
'R �r
c. Contractors Phone: ame I A�3%1
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: AP2
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.

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMPs to Minimize Odor Site Specific Practices
(Liquid Systems)
..01
Flush Gutters Accumulation of solids -TFlush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (%oOrMalntaln lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Decaying vegetation (-e)Maintain vegetative control along banks of
VegetaUve Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage
Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
pf decaying wastage.
W clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed
&-e
(�'.Reduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
c4,fnspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal
(#Y'Eliminate low area that trap moisture along fences
Areas wastes and feed wastage
and other locations where waste accumulates and
: jisturbance by animals is minimal.
(orMaintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC — November 11, 1996
[to]

Dry Manure Handling Accumulations of animal Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
Provide for adequate drainage around manure stockpiles
Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC — November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CMECKLIST
Source
Cause
BMP's to Minimize Odor Site Specific Practices
Farmstead
Swine production
( ;lVegetative or wooded buffers:
4116commended best management
practices;
(..,�Good judgment and common sense
Animal body
Dirty manure
)Dry floors
surfaces
covered animals
Floor surfaces
Wet manure -covered
lotted floors;
floors
4V3aterers located over slotted floors;
(,4peders at high end of solid floors;
.-Pcrape manure buildup from floors;
)Underfloor ventilation for drying
.101
Manure collection
Urine
(ol'Frequent manure removal by flush, pit
pits
recharge or scrape
Partial microbial
)Underfloor ventilation
decomposition
Ventilation
Volatile gases
(/11�an maintenance;
exhaust fans
Dust
;*fficient air movement
I'll
Indoor surfaces
Dust
(,-IWashdown between groups of animals
(i )Feed additives;
)Feeder covers;
)Feed delivery downspout extenders to
feeder covers
Flush Tanks
Agitation of recycled )Flush tank covers
lagoon liquid while tanks
)Extend fill lines to near bottom of tanks
are filling
with anti -siphon vents
Flush alleys
Agitation during waste
)Underfloor flush with underfloor
water conveyance ventilation
Pit recharge
Agitation of recycled ( )Extend recharge lines to near bottom of
points
lagoon liquid while pits
pits with anti -siphon vents
are filling
Lift stations
Agitation during sump
( )Sump tank covers
tank filling and drawdown
Outside drain
Agitation during waste
( )Box Covers
collection or
water conveyance
junction boxes
End of drain
Agitation during waste
( )Extend discharge point of pipes
pipes at lagoon
water
underneath lagoon liquid level
.01
Lagoon surfaces
Volatile gas emissions
(­40 per lagoon liquid capacity
Biological mixing
(�fcro
orrect lagoon startup procedures
Agitation
Winim
' * _9.m surface area -to -volume
ratio (.olMinimum agitation when
pumping
)Mechanical aeration
Wroven biological additives
Irrigation sprinkler
High pressure agitation
(./)l i ate an dry days with little or no wind
nozzles
Wind draft
linimum recommended operation pressure
ump intake near lagoon liquid surface
)Pump from second -stage lagoon
AMOC — November 11, 1996
12

Storage tank or
Partial microbial
( )Bottom or midlevel loading
basin surface
decomposition Mixing while
( )Tank covers
filling Agitation when emptying(
)Basin surface mats of solids
( )Proven biological addiUves or oxidants
Settling basin
Partial microbial decom-
( )Extend drainpipe outlets underneath liquid
surface
position Mixing while filling
level
Agitation when emptying
( )Remove settled solids regularly
Manure, slurry or
Agitation when spreading
( )Soil injection of slurry/sludges
sludge spreader
Volatile gas emissions
( )Wash residual manure from spreader after use
outlets
( )Proven biological additives or oxidants
I*'
Dead animals
Carcass decomposition
MProper disposition of carcasses
Dead animal
Carcass decomposition
��mplete covering of carcasses in burial pits
disposal pits
( .4Proper location / construction of disposal pits
Incinerators
Incomplete combustion
( )Secondary stack bumers
Standing water
improper drainage
( )Farm access road
around facilities
maintenance Microbial decomposition of away from
f gifil-mmatter
.100,
Manure tracked
Poorly maintained access
(.-*TFarm access road maintenance
onto public roads
roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge —Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been
reviewed with me.
(Landowner Signature)
13