820044_Permit Renewal Application 2019_20190410

State of North Carolina
DepartmeRt of Environmental Quality
DiViSiOR of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currentl) covered by an Expiring Sate Non -Discharge General Permit
On September 30, 20M the North Carolina State Non -Discharge General Permits for Animal Waste Management SydelliS will
expire. As required by these pennics, facilities that lia%e been issued Certificates of Co%crage to operate under these State
Non -Discharge General Permits Must applv for renewal at least 180 day s prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later flian April 3, 2019.
Please do nor leave an�v question unanswered. Please verify all htforntation and make any necessavir corrections below.
Application inust be signed and dated kv the Pernaittee.
I .
Farm Number: 82-0044
Certificate Of Coverage Number:
AWS820044
2.
Facilitv Name: Garv, Papa it &Son
3.
Landowner's Name (same as on the Waste Management Plan)
Horner G Bagact
4.
Landowner's Mailing Address: 1145 Feethruill Rd
Civ. Roseboro State
NC
Zip: 28382-7147
Telephone Number: 910-564-4896 Ext. E-mail:
5.
Facility's Physical Address: 844 Feed Mill Rd
City: Roseboro State:
NC
Zip: 28382
6.
County where Facility is located: Sampson
7.
Farm Manager's Name (if different from Landowner):
8.
Farm Manager's telephone number (include area code):
9.
Integrator's Name (ir(here is not an Integrator. write "None"):
Mumbe-Brown LLC
10.
Operator Name (OIC): Houner Gary BaRgett Sr.
Phone No.* 910-385-5923
CIC 4: 18344
11.
Lessee's Name (if there is not a Lessee, write "None"):
12.
Indicate aninial operation type and number
Current Permit* Operations Type
Allowable Count
Swine - Feeder to Finish
5,880
Oneration T"es:
smine Cattle
Dry Poultry
Other Tvoes
Wean to Finish Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder Dairy Heifer
La) ing Chickens
Horses - Othei
Farrow to Finish Klilk Cow
Pallets
Sheep - Sheep
Feeder to Finish D,,r COMI
Turkevs
Sheep - Other
Farrow to Wean BeerStocker Calf
Turkev Pullet
Fin row to Feeder Beet Feeder
Boar/Stud Beef Broad Cor
Wet Poultry
Gilts Other
Non Laving Pullet
Other
LaNeis

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Bunt
[.met Type
(Clay, S)ntllefic,
ClAnomi)
Capacity
(Cubic Feco
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Rectine"
(Inches)
I
A
—(5, C
—7-
13,5 5-
lc(
2
Ckc� L-\
C—' \ 0,
jog
lc�
Mail one (1) copy of the Certified Annual 11aste Management Plan (CANNNIP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP trust include [lie ficlIo%% ing components:
I . I'lic most recent Waste Utilization Plan (WUP). sippilt4 by tLie owner and a certified tqbEjcaIs ci ILst. conhunfina:
VL-_q_
a. The method by vhich vaste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map ofevei) field used for land application (for example: irrigation niap)
c. The soil series present on every land application field
rl� The crops gro%Nn on every land application field
c. 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 v�astc application windo"s for every crop utilized in the WUP
It. The required NRCS Standard specifications
2. A site nuip/scheramic
3. Emergency Action Plan
4. Insect Control Checklist " ith chosen best management practices noted
5, Odor Control Checklist Nvith chosen best management practices noted
6� Mortality Control Checklist vvith 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 e%aluations, v%efland determinations, or hazard classifications that inay be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWNIP includes any components not shovn on this list, please include the additional components with your submittal.
(e.g, coraposting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all tire CANNAIP items above to: 2019PermitRenewaEdtictlemr.gov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note In accordance with NC General Statutes 14'.-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in my application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name
(--f- QL_
Title:
C)\_J NA 'P—T'
Signature:
06,
-2-
Name:
Title:
Signature:
Date*
Name:
Title
Signature:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ.DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary
Secondary
Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B.0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
7 7 Complete incineration according to 02 NCAC 52C �.01 02.
A composting system approved and permitted by the NC Department of Agriculture & Con-
D E] 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 INC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
E] 171 NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by.an NPIDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
�LR Ck
Signature of Farm OwnerrM�nager Date
Signature of Technical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Gary Baggett & Son Farm
Gary Baggett
14--4995-Feedmill Road
Roseboro, NC 28382
(910) 564-A%-4 Sr I
10-27-2006
This plan has been developed by:
Melanie Harris
NRCSISampson SWCD
84 County Complex.Rd.
Clinton, NC 28328
910-592-7963
Develop x Signature
Type of Plan: Nutrient Management 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.
.2
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and speciflcations of the U.S. Department of Agriculture -
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By:
Tee mal Sp, lAte
156741 Database Version 3.1 Date Printed: 10-27-2006 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S7
iSwine Feeder -Finish Lagoon Liquid waste generated 5,450,760 gals/year by a 5,880
Ianimal 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
12554
Incorporated
21561
Injected
23744
Irrigated
13646
Max. Avail.
PAN (Ibs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
F —Volume Surplus/
Deficit (Gallons)
13,580
16154
-2,574
6,568,103
-1,117,343
Year 2
13,504
14919
-1,415
6,065,221
-614,461
Nbte� ------- In -so urc- -e- -fd,- -S - m-- -e-a- n--s- st a--n- d-- u- d- -so- -u-r- c--e-,- -U ---- m- e--a-n- -s- -u- s e--r- -d- e--f-i n-- e d -s- ou noe ----------------------------------------------------------
Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
156741 Database Vqysion 3.1 Date Printed: 10-27-2006 Source Page Page I of I

Narrative
Added odd comers, etc. that could not be reached with pulls, but could be utilized via honeywagon or
aerway. Buffers were measured using irrigation design & WA determination map drawn by JPB
approved by William Carl Dunn, PE 4/5/02.
Changed rotation on pulls 13-17 to include com.
156741 Database Version 3.1 Date Printed: 10-27-2006 Narrative Page Page I of I

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, as well as the crop's P205 Removal Rate. The Leaching Index (LI) and the Phosphorous Loss Assessment
Toot (PLAT) Rating are also provided for each field, where available.
If a field's PLAT Rating is High, any planned manure application is limited to the phosphorous removal rate of the harvested plant
biomass for die crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT Rating should receive no
additional applications of manure. Regardless of the PLAT rating, starter fertilizers may be recommended in accordance with North
Carolina State University guidelines or recommendations. The quantity of P205 applied to each crop is shown in the following table if
the field's PLAT rating is High or Very High.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Plat
Rating
LI
Soil Series
Crop Sequence
RYE
P205
Removal
(lbs/acre)
Applied
(lbs/acre)
10773
13H
1.40
1.40
Low
N/A
Norfolk
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bernmuclagrass; Hay
6.5 Tons
80
N/A
10773
IH
1.00
1.00
Low
N/A
Norfolk
Wheat, Grain
60 bu.
30
N/A
Soybeans, Manured, Double Crop
35 bu
28
N/A
Com, Grain
115 bu.
51
N/A
10773
3H
1.80
1.801
L'w
N/A
Norfolk
Wheat, Grain
60 bu.
30
N/A
Soybeans, Matured, Double Crop
35 bu.
28
N/A
Com, Grain
115 bu.
51
N/A
10773
4H
0.90
0.901
Low
N/A
Norfolk
Small Grain Overseed
1.0 Tons
15
N/A
IHybrid
Bermudagrass Hay
6.5 Tons
80
N/A
10773
5H
1.20
1.20
Low
N/A
Norfolk
Small Grain Overseed
1.0 Tonal
15
N/A
Hybrid Bermudagrass Hay
6.5 Tonsl
80
N/A
10773
8H
7.80
7.80
Low
N/A
Norfolk
Wheat, Grain
60 bu.
30
N/A
Soybeans, Matured, Double Crop
35 bu.
28
N/A
Com, Grain
115 bu.
51
N/A
10773
PI
4.601
4.60
Low
N/A
Norfolk
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bernoudagrass Hay
6.5 Tons
80
N/A
10773
PIO
5.30
53C
Low
N/A
Norfolk
Wheat, Grain
60 bu.
30
N/A
Soybeans, Manured, Double Crop
35 bu.
28
N/A
Com, Grain
115 bu.
51
N/A
10773
Pli
4.40
4.40
Low
N/A
Norfolk
Wheat, Grain
60 bu.
30
N/A
Soybeans, Mamured, Double Crop
35 bu.
28
N/A
Com, Grain
It 5 bu.
51
N/A
10773
P12
5.30
5.30
Low
N/A
Norfolk
Wheat, Grain
60 bu.
30
N/A
ISoybeans,
Matured, Double Crop
35 bu.
28
N/A
lCom,
Grain
115 bu.
51
N/A
10773
P13 1
2.80
2.801
Low
N/A
Norfolk lWheat,
Grain
60 bu.
156741 Database Version 3.1 Date Printed 10/2712006
NOTE: Symbol * means user entered data.
PCs Page Page I of 3

Planned Crops Surrunary
Tract
Field
Total
Acres
Useable
Acres
Plat
Rating
Ll
Soil Series
Crop Sequence
RYE
P205
Removal
(lbs/acre)
Applied
(lbs/acre)
Soybeans, Manured, Double Crop
35 bu
28
N/A
Com, Grain
115 Im.
---FN/A
51
10773
P14
4.50
4.50
Low
N/A
Norfolk
Wheat, Grain
60 Im
30
NIA
ISoybeans, Manured, Double Crop
35 bu.1
28
1 N/A
Com, Grain
115 ba.
51
N/A
10773
P15
4.50
4.50
Low
N/A
Norfolk
Wheat, Grain
60 bu.
30
N/A
Soybeans, Manured, Double Crop
35 Int.
28
N/A
Com, Grain
115 bu.
51
N/A
10773
P16
3.80
3.80
Low
N/A
Norfolk
Wheat, Grain
60 bu.
30
N/A
Soybeans, Matured, Double Crop
35 Int'i
28
1 N/A
Com, Grain
115 bu.1
51
1 N/A
10773
P17
1.60
1.60
Low
N/A
Norfolk
Wheat, Grain
60 bu.
30
N/A
Soybeans, ManuTed, Double Crop
35 bu.
28
N/A
Com, Grain
115 bu.
51
N/A
10773
P2A
MO
0.70
Low
N/A
Norfolk
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bermudagrass Hay
6.5 Tons
80
N/A
10773
P2B
1.40
1.40
Low
N/A
Norfolk
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bermudagrass Hay
6.5 Tons
80
N/A
10773
P3
4.70
4.7C
Low
N/A
Norfolk
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bernnaidagrass Hay
6.5 Tons
80
N/A
10773
P4
1.40
1.40
Low
N/A
Norfolk
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bermudagrass Hay
6.5 Tons
80
N/A
10773
P5
0.40
0.40
Low
N/A
Norfolk
Small Grain Overseed
1.0 Tons
15
N/A
Hybrid Bermudagrass Hay
6.5 Tons
80
N/A
10773
P6
1.30
1.30
Low
N/A
Norfolk
Wheat, Grain
60 bu.
30
N/A
Soybeans, Manured, Double Crop
35 bu.
28
N/A
Com, Grain
I 15 tat.
51
N/A
10773
P7
2.501
2.501
Low
N/A
Norfolk
Wheat, Grain
60 bu.
30
N/A
Soybeans, Matured, Double Crop
35 bu.
28
N/A
Com, Grain
115 Im.
51
N/A
10773
P8
0.96
0.90
Low
N/A
Norfolk
Wheat, Grain
60 bu.
30
N/A
Soybeans, Manured, Double Crop
35 bu.
28
N/A
Com, Grain
115 Im.
51
NIA
10773
P9
1 2.61
2.60
Low
N/A
Norfolk
Small Grain Overseed
1.0 Tons
15
N/A
I
I
I
t
Hybrid Bermudagrass Hay
6.5 Tons
80
N/A
PLAN TOTALS: 66.80 66.80
156741 Database Version 3.1 Date Printed 10/27/2006
NOTE: Symbol * means user entered data.
PCs Page Page 2 of 3

i (Ju 0,
echn �qal t anc
< 2
Low potential to contribute to soluble
None
nutrient Inching below the root zone.
>= 2 &
Moderate potential to contribute to soluble
Nutrient Management (590) should be planned.
<= 10
nutrient Inching below the root zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve the sol-11
nutrient leaching below the root zone.
available water holding capacity and improve nutrient use efficiency should be considered, Examples
> 10
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).
x", V�
6w N, .. .....
0-25
Low
No adjustment needed; N based application
25-50
Medium
No adjustment needed; N based application
51 - 100
High
Application litnited to crop P removal
> 100
Very High
Starter P application only
156741 Database Version 3.1 Date Printed 10/27/2006
NOTE: Symbol * means user entered data,
PCS Page Page 3 of 3

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number ofacres ofcropland 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 that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table
Vp%r I
Tract
Field
Source
ID
Soil Series
Total
Acres
use,
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Count.
Fer�
Nutrient
Applied
(lbs/A)
Re&
(lbs/A)
Applic.
Method
Manure,
PA: ��
NutritnatA
pplicd�
(IbA)
Liquid
ManurcA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Man=
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
runs
10773
13H
I S7
Norfolk
1.40
1.4C
Small Grain Overseed
1.0 Tons
10/1-3/31
50
1 0
1 0
Broad.
5C
21.71
0.00
30.391
0.00
10773
13H
S7
Norfolk
1.40
1.40
Hybrid Bermuclagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Broad.
2196
128.52
0.00
179.92
000
10773
111
S7
Norfolk
1.00
1.00
Wheat, Grain
60 bu.
9/1 -4/30
125
0
0
Broad.
27.14
0.00
27.14
0.00
10773
1 H
S7
Norfolk
too
1.00
Soybeans, Matured, Double Crop
35 bu.
4/1-9/15
137
0
0
Broad.
1�7
59.48
0.00
59.48
0.00
10773
3H
S7
Norfolk
1.80
1.801
Wheat, Grain
60 bu.
9/14/30
125
0
0
Broad.
I : 631
27.14
0.00
48.84
0.00
10773
3H
I S7
Norfolk
1.86
1.80
Soybeans, Matured, Double Crop
35 bu.
4/1-9/15
137
0
0
Broad.
1 37
59.48
0.001
107.07
O.Ool
10773
4H
I S7
Norfolk
0.90
0.90
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Broad.
1 50
21.71
0.06
19.54
0.00
10773
4H
S7
Norfolk
0.90
0.90
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Broad.
�296
128.52
0.00
115.66
0.00
10773
5H
S7
Norfolk
1.20
1.20
Small Grain Ovaseed
1.0 Tons
10/1-3/31
50
0
0
Broad.
50
21.71
0.00
26.05
0.00
10773
5H
S7
Norfolk
1.2c
1.201
Hybrid Bermuclagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Broad.
2961
128.52
0.00
154.22
0.00
10773
8H
S7
Norfolk
7.80
7.80
Wheat, Grain
60 bu�
9/1-4/30
125
0
0
Broad.
63
27.14
OoC
211.661
0.00
10773
8H
S7
Norfolk
7.80
7.80
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Broad.
'137
59.48
0.00
463.96
0.00
10773
PI
S7
Norfolk
4.60
4.60
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
hrig.
50
19.97
0.00
91.87
0.00
10773
I'l
S7
Norfolk
4.60
4.60
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
brig.
296
118.24
0.00
543.88
0.00
10773
Plo
S7
Norfolk
530
5.30
Wheat I Grain
60 bu.
9/1-4/30
125
0
0
Inig. 1
63
2497
000
132.32
0.00
10773
PIO
S7
Norfolk
5.30
5.30ISoybeans,
Matrurred, Double Crop
35 bu.
4/1-9/15 1
137
0
0
Irrig.
1
290.031
0.00
156741 Database Version 3.1 Date Printed: 10/27/2006 WUT Page Page I of 6

Waste Utilization Table
Year I
Tract
Field
Source
to
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fort.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Manure
PA,
NumentA
pplied��'
(Iba�?
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
1000
Tons
1000 gals
tons
10773
Pit
S7
Norfolk
4.40
4.401Wheat,
Grain
60 bu.
9/1-4/30
1 125
0
1 0
1 Irrig.
1�631
24.97
0.00
109.95,
0.00
10773
Pit
S7
Norfolk
4.40
4.40
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
ITrig.
13,7
54.72
0.00
240.78
0.00
10773
P12
S7
Norfolk
5.30
5.30
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Inig.
�3
24.97
0.00
132.32
0.00
10773
P12
S7
Norfolk
5.30
5.30
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
ling.
137
54.72
0.00
290.03
0.00
10773
P13
S7
Norfolk
2.80
2.80
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
brig.
�03
24.971
0.00
69.96
0.001
10773
P13
I S7
Norfolk
2,801
2.80ISoybeans,
Manured, Double Crop
35 bu.
1 4/1-9/15
137
0
0
brig.
137
54.72
0.00
153.23
0.00
10773
P14
S7
Norfolk
4.50
4.50
Wheat, Grain
60 bu.
9/1-4/30
125
1 0
1 0
brig.
63
24.97
UO
112.34
0.00
10773
P14
S7
Norfolk
4.50
4.50
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
litig.
137
54.72
0.00
246.26
0.00
10773
P15
S7
Norfolk
4.50
4.50
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
,63
24.97
0.00
112.34
0.00
10773
P15
S7
Norfolk
4.50
4.50
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
4371
54.721
0.00
246.261
0.00
10773
P16
S7
Norfolk
3.80
3.80IWheat,
Grain
60 bu.
1 9/1-4/30
125
0
0
Irrig.
631
24.971
0.00
94.97
0.00
10773
P16
S7
Norfolk
3.80
3.80
Soybeans, Manured, Double Crop
35 bu.
4il-9115
137 1
0 1
0
1 Inig.
i3?
54.72
0.00
207.95
0.00
10773
P17
S7
Norfolk
1.60
1.60
Wheat, Grain
60 bu�
9/1-4/30
125
0
0
Irrig.
63
24.97
0.00
39.94
0.00
10773
P17
S7
Norfolk
1.60
1.60
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
54.72
0.00
87.56
o0o
10773
P2A
S7
Norfolk
0.70
0.70
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
hrig.
'50
19.97
0.00
13.981
0.00
10773
P2A
S7
Norfolk
0.70
0.70
Hybrid Bermaudagrass Hay
6.5TonsI
3/1-9/30
296
0
0
Irrig. 1
296
118.241
0.00
8176
0.00
10773
P2B
S7
Norfolk
1.40
1.40
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0 1
Irrig.
50
19.97
0.00
27.96
0.00
10773
P213
S7
Norfolk
1.40
1.40
Hybrid Benmudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
165.53
0.00
10773
P3
S7
Norfolk
4.70
4.70
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
93.87
10773
P3
S/
Norfolk 1
4. IUJ
4. /U
Hytind Ber-mudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
555.701
0.00
10773
P4
S7
Norfolk
1.40
1.40
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
ling. 1
501
19.971
0.00
27.96
0.00
10773
P4
S7
Norfolk
1.40
1.40
Hybrid Benmudagrass Hay
6.5 Tons
3/1-9/30
296
0 1
0 1
Irrig. 1
296 1
118.24 1
0.00
165.53
0.00
156741 Database Version 3-1 Date Printed: 10/27/2006 WUT Page Page 2 of 6

Waste Utilization Table
Year I
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA,,�
NutridrtA
pphed�
Liquid
MmsweA
pplied
(acre)
Solid
Marwre
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Mature
Applied
(Field)
N
N
N
1000
gal/A
Tons
1000 gals
tons
10773
P5
S7
Norfolk
0.40
0,40ISmall
Grain Overseed
1.0 Torisl
10/1-3/31
1 50
0
1 0
brig.
�,50
19.97
0,00,
7.99
0.00
10773
P5
S7
Norfolk
0.40
0.40
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
firrig.
296
118,24
O�0()
47.29
0.00
10773
P6
S7
Norfolk
1.30
1.30
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
firig.
.,,'t2l
24.97
0.00
32.45
0.00
10773
P6
S7
Norfolk
1.30
1 .30
Soybeans, Motioned, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
��,137
54.72
0.00
71.14
0.00
10773
P7
S7
Norfolk
2.50
2.50
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
631
24.97
0.00
62.41
0.00
10773
P7
S7
Norfolk
2.50
2.50ISoybeans,
Manured, Double Crop
35 bu.
1 4/1-9/15
137
1 0
1 0
Irrig.
%137
54.721
0.00
136.81
0.00
10773
P8
S7
Norfolk
0.90
0.90
Wheat, Grain
60 bu.
9/1-4/30
125
0
1 0
Irrig.
63
24.97
0.001
22.47
0.00
10773
P8
S7
Norfolk
0.90
0.90
Soybeans, Manurial, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
7
54.72
0.00
49.2 5
0.00
0 0 0
10773
P9
S7
Norfolk
2.60
2.60
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
19.97
0.00
51.93
0
0.00
0
10773
P9
S7
Norfolk
2.60
2.60
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
ling.
�296
118.24
0.00
307.41
000
0.001
TooilApplied, 1000 gallons
6,568.10
Total Produced, 1000 gallons
5,450.76
Balance, 1000 gallons
-1,117.34
Total Applied, tons
000
0.00
Total Produced, tons
.00
000
Balance, tWons
000
.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
156741 Database Version 3.1 Date Printed: 10/27/2006 WUT Page Page 3 of 6

Waste Utilization Table
Year 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
A.
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbsA)
Res.
(lbs/A)
Applic.
Method
Maonoe
PA
Numeni�
pplied ,
(IWA�
Liquid
MaoureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
:"j
N q
1000
gal/A
Tons
1000 gals
tons
10773
13H
S7
INorfolk
1.40
IAC
Small Grain Overseed
1.0 Total
10/1-3/31
50
0
1 0
1 Broad.
'��501
21.71
0.001
30.39
0.00
10773
13H
S7
LNorfolk
L40
1.40
Hybrid Bermuclagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Broad.
, 2 9(
128.52
0.001
179.92
0.00
10773
111
1 S7
INorfolk
1.00
1.00
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Broad.
63
27.14
0.00
27.14
0.00
10773
1 H
I S7
INorfolk
1.00
1.00
Com, Grain
115 bu.
2/15-6/30
131
0
20
Broad.
Ill
49.19
0.00
48.19
0.001
10773
3H
S7
INorfolk
1.80
1.80IWheat,
Grain
60 bu.
9/1-4/30
125
0
0
Broad.
63
27-14
0.00
48.84
0.00
10773
3H
S7
Norfolk
1.80
1.801Com,
Grain
115 bu.
2/15-6/30
1 131
0
20
Broad.
1 111
48.19
0.00
86.75
0.00
10773
4H
S7
Norfolk
0.90
0.90ISmall
Grain Oversueed
1.0 Tons
10/1-3/31
50
0
0
Broad.
5C
21.71
O.Oc
19.54
0.00
10773
4H
S7
Norfolk
0.9c
0.90IHybrid
Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Broad.
129.52
0.00
115.66
0.00
10773
5H
I S7
Norfolk
1.20
1.20
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Broad.
50
21.71
O.Oc
26.05
0.001
10773
5H
S7
Norfolk
1.20
1.20
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Broad.
296
128.52
0.00
154.22
O.Oc
10773
8H
S7
Norfolk
7.80
7.80
Wheat, Grain
60 but.
9/1-4/30
125
0
0
Broad. 1
631
27.14
0.00
211.66
0.00
10773
8H
S7
Norfolk
7.80
7.80
Com, Grain
115 but.
2/15-6/30
131
0
20
Broad. 1
111
48,191
O�00
375.91
0.00
10773
PI
S7
Norfolk 1
4.60
4.60ISmall
Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.9-,
0-00
91.8 j
0.00
10773
P I
S7
Norfolk
4.60
4.60 Illybrid
Bertrutudagrass Hay
6.5 Tons
3/1-9/30 -
296
0
0
Irrig.
29�
118.24
0.001
543.88
0.001
10773
PIO
S7
Norfolk
53C
5.301
Wheat, Grain
60 bur.
9/1-4/30
125
0
0 '
Inig.
63
24.97
0.00
132.32
0.00
10773
PIO
S7
Norfolk
5.30
5.30ICom,
Grain
115 bu.
2/15-6/30
131 1
0
20
brig.
Ill
44.34
0.00
234.99
0.00
10773
PH
S7
Norfolk
4.46
4.401
Wheat, Grain
60 bu.
9/1-4/30
125
0 1
0
Irt-ig.
62
24.971
0.00
109.85
0-00
10773
Pli
S7
Norfolk
4AC
4.40 lCom,
Grain
115 bu.
2/15-6/30
131
0
20
Inig.
Ill
44.341
0.00
195.09
0.00
10773
P12
S7
Norfolk
5.30
5.30 IWheat,
Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
24.971
0.001
132.321
0.001
10773
P12
S'7
Norfolk
5.30
5.30
Com, Grain
115 bu.
2/15-6/30
131
0
20
Irrig.
ill
44.34
0.00�
234.99
0.0
10773
Norfolk
2.80
2.80
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
63
24.97
0.00
69.90
0.00
10773
Norfolk
2.80
2.80
Com, Grain
115 bu.
2/15-6/30
131
0 1
20 1
Irrig.
I'l 1
44.34
0,001
124.15
0--
156741 Database Version 3.1 Date Printed: 10/27/2006 W`UT Page Page 4 of 6

Waste Utilization Table
V ... I
Tract
Field
Source
In
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic'
Period
Nirogco
PA
Nutrient
Req'd
(lbs/A)
Connn.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA.,,'
NutrientA
pplied
(lbs/A)
Uquid
Monarch,
pplied
(acre)
Solid
Manure
Applied
(acre)
1-iquid
Manure
Applied
(Field)
- Solid
Manure
Applied
(Field)
N
N
N
N11
1000
gal/A
Tons
1000 gals
tons
10773
-
P14
S7
Norfolk
4.501
4.50IWheat,
Grain
60 bu.
1 9/1-4/30
125
1 0
1 0
Irrig.
1 631
24.971
0.001
112.34
10773
P14
S7
Norfolk
4.50
4.50
G
Com, Grain
115 bu.
1 2/15-6/30
131
1 0
20
brig.
4 11
44.34
O�001
199.52
O.00
10773
-
P15
S7
Norfolk
4.50
0
4.510
Wheat, Grain
r.
60 bu.
9/1-4/30
125
0
0
Irrig.
63
I 24.9-j
0.001
112.34
0.00
10773
1`15
S7
Norfolk
4.540
4.50
Com, Grain
115 bu�
2/15-6/30
131
0
20
Irrig.
44.34
0.001
199.52
0.00
10773
P16
S7
Norfolk
I RO
1 80
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Inig.
763
24.97
0.001
94.87
0.00
10773
P16
S7
Norfolk
3.80
3.80
Com, Grain
115 bu.
2/15-6/30
131
0
20
Irrig
*11
44.34
0.001
168.4E
o.001
10773
P17
S7
Norfolk
1.60
1.60
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Inig.
'63
1 24.971
O.00
39.94
0.00
10773
P17
S7
Norfolk
1.60
1.60
Com, Grain
115 bu.
2/15-6/3 0
131
0
20
Irrig.
;4111
44.341
O.00
70.94
0.00
10773
P2A
87
Norfolk
0.70
0.70
Small Grain Overseed
1.0 Tons
10/1-3/31
�o
0
0
bTig.
501
19.971
O.00
13.98
0.00
10773
P2A
S7
Norfolk
0.70
0.70
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
brig-
29d
119.24
0.00
82.76
0.00
10773
P2B
S7
Norfolk
1.40
1.40
Small Grain Overseed
1 .0 Tons
10/1-3/31
50
0
0
Irrig.
501
19.97
0.00
27.96
0.0c
10773
-
P2B
-
S7
Norfolk
1.40
1.40
Hybrid Bemwdagrass Hay 16.5
Tons
3/1-9130 1
296 1
0 1
0
brig.
2961
118.24
0.001
165.53
0.00
10773
-
P3
-
S7
Norfolk
4.70
4.70
Small Grain Overseed 1
1.0 Tons
10/1-3/31 1
50 1
0 1
0
brig.
501
19.97
0.001
93.87
0.00
10773
-
P3
S7
Norfolk
4.70
4.70
Hybrid BelTnuclagrass Hay 16.5
Tons
3/1-9/30
296
0
0
Irrig.
2961
118.241
0.001
555.701
O.00
10773
-
P4
S7
Norfolk
1.4
1.40
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
kriz. 1
50
- 1
19.971
0.001
27.96
O.00
10773
-
P4
S
Norfolk
1.40
1.40 lHybrid
Bermudagrass Hay
6.5 Tons
3/1-9/30 1
296 1
0
0
Irrig. 1
2961
118.241
0.00
165.53
0.00
10773
-
P5
S
Norfolk
0.40
().40ISmall
Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
big. I
501
19.971
0.001
7.99
0.00
10773
-
P5
S7
Norfolk
0.40
0.40
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
1-79
2961
118.241
0.001
47.291
O.00
10773
P6
S7
Norfolk
1.30
1.30
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Inig. 1
631
24.971
0001
32.45�
0
10773
---
P6
S7
Norfolk
1.30
1.30
Com, Grain -F1
15 b.
2/15-6/30
131 1
0 1
20
Irrig. 1
1 Ill
44.341
0001
57.64F
0.00
10773
P7
S7 Norfolk
2.50
2.50
Wheat, Grain
b u.
9/1-4/30
125
0
0
ITT19
63
24.97
0.00
62.41
0.00
10773
P7
S7 Norfolk
2.50
2.50 Com,
Grain
L60
115 bu]
2/15-6/30
131
0
In
T�g
T'11 I;
4
156741 Database Version 3.1 Date Printed: 10/27/2006 W-UT Page Page 5 of 6

Waste Utilization Table
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
XV4A Z
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Corona.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lb,/A)
Applic.
Method
Manure
PA
NuhiML4
pplied'
(lbsIA)
liquid
ManurcA
pplied
(acre)
Solid
Manure
Applied
(acre)
liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
-'i
NI",
1000
gaL/A
Tons
1000 gals
tow
10773
P8
S7
Norfolk
0.901
0.90IWheat,
Grain
60 bu
9/1-4/30
125
1 0
1 0
brig.
631
4�
24.971
0.00
v vo
22.47
0.0(
10773
P8
S7
Norfolk
0�9c
0.90
Com, Grain
115 bu.
2/15-6/30
131
0
20
brig.
J
44.34
0.00
39.90
Ouc
10773
P9
S7
Norfolk
2.60
2.60
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
Wt
0.00
51.93
0.0c
10773
P9
S7
Norfolk
2.60
2.60
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
0
brig.
'1�96
118.24
0.00
0
307.41
0.00
Tom] Applied, 1000 gallons
6,065.22sm
_
TOW Produced, 1000 gallons I
5,450.761JIM
Balance, 1000 gallons
ga
-614460
Total 7pplied, to.
0.00
Total ProducA
ed, tons
0�00
d
Balance, tons
NT t 1 T I- -- - . .
0.00
�Yrrloul mcans teased, omer�se, o�ed. 2. Symbol * means user entered data.
156741 Database Version 3.1 Date Printed: 10/27/2006 V87UT 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
applying waste nutrients through an irrigation systern, you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
Irrigation Application Factors
Application Rate
Application Amount
Tract
Field
Soil Series
(incbes/hour)
(inches)
10773
Pi
Norfolk
0.50
1.0
10773
PIO
Norfolk
0.50
1.0
10773
Pil
Norfolk
0.50
1.0
10773
P12
Norfolk
0.50
1.0
10773
P13
Norfolk
0.50
1.0
10773
P14
Norfolk
0.50
1.0
10773
P15
Norfolk
0.50
1.0
10773
P16
Norfolk
0.50
1.0
10773
P17
Norfolk
0.50
1.0
10773
P2A
Norfolk
0.50
1.0
10773
P213
Norfolk
0.50
1.0
10773
P3
Norfolk
0.50
1.0
10773
P4
Norfolk
050
1.0
10773
P5
Norfolk
0.50
1.0
10773
P6 --
Norfolk
0.50
1.0
10773
P7
Norfolk
0.50
1.0
10773
P8
Norfolk
0.50
1.0
10773
P9
Norfolk
0.50
Lo
156741 Database Version 3.1 Date Printed 10/27/2006 LAX Page Page I of I
NOTE: Symbol * means user entered data.

The Nutrient Management Recommendations table shown below provides an annual summary Of the nutrient management plan
developed for this operation. This table provides a nutrient balance for the listed fields and crops for each year of the plan.
Required nutrients are based on the realistic yields of the crops to be grown, their nutrient requirements and soil test results. The
quantity of nutrient supplied by each source is also identified.
The total quantity of nitrogen applied to each crop should not exceed the required amount. However, the quantity of other
nutrients applied may exceed their required amounts. This most commonly occurs when manure or other byproducts are utilized
to meet the nitrogen needs of the crop. Nutrient management plans may require that the application of animal waste be limited so
as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field. In such situations,
additional nitrogen applications from nonorganic sources may be required to supply the reconumended amounts of nitrogen.
Nutrient Management Recommendations Test
YFAR
0
Tract Field
10773 13H
Req'd Nutrient,
Acres App Period
1.40 10/1-3/31
S pplied By:
CROP
Small Grain Overseed
Startei
Commercial Fert,
Soil Series
Norfolk
Residual
Manure
P Removal] Ra .... g
lims/ac. pw
I BALANCE
tact Field
10773 IH
Req-d Nutrients
Acres App. Period
1.00 9/1-4/30
upp ied By. -
CROP
Wheat, Grain
Starter
Commercial Pert,
Soil Series
Norfolk
Residual
RYEJ Sample Date
60 bu. 03-02-06
lvfamr,�
P Removal I Rating
30 lbs/ac.. Low
BALANCE ]
Tract Field
10773 311
Req'd Nutrients
Acres App. Period
1.80 9/1-4/30
Supplied BY:
CROP
Wheat, Grain
Starter
Commerci . at Fert..
Soil Series
Norfolk
Residual
RYE I Sample Date
60 u. 03-02-06 1
M�o�,,A
P Removal I Rating
30 lbs/ac.. Low
BAIANCE
Tract Field
10773 4H
Req'd Nutrients
Acres App Period
0.90 10/1-3/31
Supplied By:
CROP
Small Grain Overseed
tarter
Commercial Fert.
Soil Series
Norfolk
Residual
RYE Sample Date
1.0 Tons 03-02-06
Manure
P Removal I Rating
15 lbs/ac. Uw
BALANCE
N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (lbs/A) bl/A) bs/A) bs/A) bs/A) (tons/A)
501 1 (1 1 (1 Ll
ol 2M of
156741 Database Version 3.1 Date Printed: 10/27/2006
M#
M,
NMR Page Page I of 13

Nutrient Management Recommendations
Test
YEAR 0
N
P205
K20
Mg
Mn
Tract Field 10773 5H
(lbs/A)
(lbs/A)
(lbs/A)
Obs/A)
Zn Cu Lime
(lb,/A) (lbs/A) (lbs/A) (tons/A)
Req'd Nutrients
so
0
Acres
App. Period 1.20 10/1-3/31
Supplied By:
0
0
0 0 0
CROP Small Grain Overseed
Starter
Coroner . I Fert.
cial F
0
0
0
0
Soil Series Norfolk
—
0
0
0
0 0
i;i dual
0
0
0 1
RYE Sample Date I �O Tons 03-02-06
0
0
0 0 0
P Removal
Rating 15 lbs/ac, Lo,
Manure
so
30
74
7
0 1
BALANCE
0
30
0
Tract
Field 10773 8H
Req'd Nutrients
74
7
0 1
Acres App. Period 7.80 9/1-4/30
Supplied By:
125
0
10
0
CROP Wheat, Grain
Starter
0
0
Cornmercial Fert.
0
Soil Series Norfolk
n
V
0 0
S.rI
n., 60 u.
Residual
0
0 0
u
03-13-06
�'mg 30 ?Ws, I —,
Manure
12
14
IRA
17
0 0 0
BALANCE
0
—
3 1
Req'd Nutrients
17
—FF 1�mja 4 10/1-3/31
SupplicdBy:
50
u
0
0
0 0 0
�R Small I I am Uverseed
Starter
0
V
0
Commercial Fert.
0
Soil Series Norfol k
I
u
0
n
0 0
RYE SampleDate 1.0 Tons 03-02-06
Residual
V
0
0 0
P Removal
Rating 15 lbs/ac. L,,
Manure
�o
z /
68
0 1
BALANCE
u
27
68
Tract
Field 10773 Plo
Reqd Nutrients
6
0
Acres App.
perio 5.30 9/1-4/30
upplied By:
125
0
10
0
0 0
CRO Wheat, Grain
Starter
0
0
0
Commercial Fen.
0
Soil Series Norfolk
0
0
0
0
RYE Sample
Date 60 bu.
Residual
0
0
0
0
- 0
03-02-06
Manure
125
68
0 0 0
P Removal
Rating 30 lbs/ae. Low
BALANCE
17
15
1 3 1
1 Tact
pi�ld 10773 Pit
0
68
16
15
0
1 3
Rcq'd Nutrients
125
0
Acres App.
Period 4.40 9/1-4/30 Supplied By:
0
2 0
CROP Wheat, Grain
Starter
u
0
0
Commercial Fell.
0
0
Soil Series Norfolk
0
0
0
RYE Sample Date 60 b
03-02-06
Residual
0
0
0
�O 0
P Removal
Rating 30 lbs/'a'c..
NY
III III
0 0
�j 31
BALAN F
171
11 0
11 31 -11 n
156741 Database Version 3.1 Date Printed: 10/27/2006
NMR Page Page 2 of 13

Nutrient Management Recommendations Test
YFAR
0
Tract
I Field
10773
P12
Req'd NutrientE
Acres I
App. Pci.d
5.30
9/1-4/30
Supplied By:
CROP
Wheat, Grain
Startei
—70—.111l
Felt
Soil Series
Norfolk
Residual
RYE Sample
Dat
60 bu.
03-02-06
Manure
P Removal
Ratin
30 lbs/ac.
Low
ITALANCE
Tract
I Field
10773
P13
Req'd Nutrients
Acres I App. Period
CROP
2.80 9/1-4/30
Wheat, Grain
Supplied By:
Starlet
70maremml F,,t
Soil Series
TZrfialk
Residual
RYE Sample
Date
60 bu.
03-13-06
Manure
P Removal
Rating
30 lbs/ac.
Low
13AI ANCE
Tract
I Field
10773
P14
Re4d N.merns
Acres I
App. Period
4.50
9/1-4/30
�Uppliecl By.
CROP
Wheat, Grain
Startet
C�mmercral Fort
Soil Series
Norfolk
Residual
RYE I Sample
Date
60 b---F
03-13-06
Manure
P Removal
Rafin
30 lbs/ac.
Low
B CE
Tract
I Field
10773
P15
Recl-d Nu=..ts
Acres I App. Period
CROP
4.50 9/1-4/30
Wheat, Grain
Supplied By:
Starter
Commercial Fell.
Soil Series
Norfolk
Residual
RYEJ Sample
Date
60 bu.
03-13 06
Manure
P Removal
I Rating
30 lbs/ac.
Low
BALANCE
Tract
I Field
10773
P16
Acres I App. Period
CROP
ISO 9/1-4/30
Wheat, Grain
Supplied By:
Starter
Commercial Fert.
Soil Series
Norfolk
Residual
RYE I Sample
Date
60 bu.
03-13 0(,
Manure
P Removal
I Rating
30 lbs/ac.
ILow
BALANCE
N
P205
K20
Mg
Mn
zn
Cu
�
Lime
(lbs/A)
(lbs/A)
(lbs/A)
(lbs/A)
(Ibs/A)
obs/A)
Obs/A)
(tons/A)
125
0
0
0
0
0
01
0
mmmmm
M=
0
0
0
0
0
0
0
0
0
0.
0
0
0
0
0
0
0
01
0
0
0
0
0
0
125
681
171
15
1
3
1
0
0
681
171
15
1
3
1
— 0
125
01
10
0
0
0
0
M,
K=W0
0
0
0
0
IMEM
0
0
0
0
0
0
01
0
0
0
0
0
0
0
0
0
0
0
125
68
171
151
11
3
1
0
0
68
161
15
1
31—
1
-1
125
0
0
0
01
0
0
0
MEM"nom
0
0
0
0
0
0
WRIM
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
125
68
171
15
1
3
0
0
68
1711
1
1
n
156741 Database Version 3.1 Date Printed: 10/27/2006 NMR Page Page 3 of 13

Nutrient Management Recommendations Test
YEAR
0
N
(lbs/A)
P205
(lbs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract
I Field
10773
P17
Req'd Nutrients
125
30
10
0
0
0
0
1
Acres I
App. Period
1.60
9/1-4/30
Supplied By:
NNOWIMMUMMimmi
0
0
0
0
0
0
0
0
CROP
Wheat, Grain
Start,,
—Tomm
at Fft
1
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
OF
—
0
0
0
—
0
0
7 �amplc Dan,
P Removal I Rating
60 bu.
30 lbs/ac.
03-13-06
jfo�
Manure
Manure
BALANCE
CE
125
0
0
68
---
38
-
1711-15
1611
15
---
1
—1
3
—3
1
—1
0
-1
Tract
I Field
10773
Req'dNuttients
50
0
0
0
0
0
0
0
CROP
7 ---- 7—
Small Grain Overseed
�upplied By
—mufflEwwwommmilmmm
Starter
—Enarmereral
0
0
0
0
0
0
Fert
0
0
0
0
0
0
0
0
Norfolk
Residual
0
0
0
—0
—0
—0
—0
RYE I Sample Date-
P Removal I Rating
1.0 Tons
15 lbs/ac.
03-02-06
ILow
Manure
—'�ALANCE
so
0
27
27
68
68
6
6
0
�0
1
—1
0
0
0
—
0
Tract
I Field
10773
P2B
Req'd Nutrients
50
0
0
0
0
0
0
0
7Ar-TApp P .. d
CROP
1.40
10/1-3/31
�.ppl Id By
MM
0
—0
WN
0
—0-0
ME
0
0
0
0
0
Small Grain Overseed
Starter
--I
I ,—Felt
0
0
0
0
0
Soil Series
Norfolk
Res dual
0
0
0
—0
0
0
0
�,-plc Date
P Removal I Rating
15 lbs/ac.
�-02-06
ILOW
Manure
--F�ALANCE
50
0
27
27
68
T8
—6
6
—0
0
—1
--1
—0
[--0
0
­10
Tract
—T'ac'
Field
10773
P3
Req'd Nutrients
50
0
0
0
0
0
0
0
,s App. Period
Ar�,eP P
CROP
Soil Series
4.70 10/1-3/31
Small Grain Overseed
Norfolk
TIPPI 7,d By
Starter
—FIrnmar,111
0
—0-0
0
0
WMEMMMMMEM
0
0
0
0
0
Fort
Residual
0
0
0
0
----
0
0
0
0
0
0
0
0
0
—
0
RYE Sample Date
P Removal I Rating
1.0 Tons
15 lbs/ac.
03-02-0
ILow
Manure
BALANCE
50
0
27
27
68
T8
6
6
0
0
1
1
0
0
0
—10
Tract
Field
10773
P4
Req'd Nutrients
50
0
20
0
0
2
0
AcI,j App Porud_
CROP
Soil Series
:7F40 10/1-3/31
Small Grain Overseed
Norfolk
TuppledBy
Starter
0
0
0
0
0
0
0
Commercial Fert.
—R, dual
0
—0
0
—0
0
—0
0
—
0
—0
0
—
0
0
0
0
RYEI Sample Date 1.0 Tons
P Removal I Rating 15 lbs/a,. ILOW
03-02-06
Manure
BALANCE
50
27
68
481
6
61
0
1
0
0
156741 Database Version 3.1 Date Printed: 10/27/2006 NMR Page Page 4 of 13

Nutrient Management Recommendations Test
YF
YEAR
,AR
Tract Field
Acres App. Period
0
0
10773 P5
0.40 .10/1-3/31
Req'd Nutrients
SuppliedBy:
N
'�N�'
lbs/A.)
(1"/A,
;0
'0
ME
P205
I (lbs,/A)
—
0
I=
21)
30
(1 ba/gA)
0
Mn
(lbs/A)
0
Zn
(lbs/A)
Cu
(lbs/A)
—
0
� Lime
(tons/A)
2 C
ROP
R'
Soil Series
P emoval
Small Grain Overseed
Norfolk
=R
13 Insfac. ILow
... 73 6
1 3 0 � 9/IP4/30
Starter
0
0
0
0
1
0'
0
Commercial pert.
Residual
BALANOCEO
Reqd Nutrients
Supplied By:
0
_0
50
125
0
_0
27
27
::#
7
27
0
_0
—0
68
38
0
0
0
61
0
0
0
0
01
0
0
1
1
0
0
0
-21
0
0
0
CROP
Sol] Series
RYEFS�mple —Dtc
P Removal I Rating
Tract I Field
A�ez;TApp ­Pemd
Wheat, Grain
Norfolk
0
6 0 b
3 0 b a -a
30lbs/ac. ILow
Low
10773 P7
2.50 9/1-4/30
—NMEMMOMMMMME
Starter
_70mme c, at Fart
Residual
Manure
BALANCE
Reqd Nutrients
Supplied By:
0
—0
0
125
0
125
0
—0
0
68
68
0
0
0
0
---1
171
—171
0
0
0
0
15
15-1
0
0
—0
0
0
0
—
0
0
---
3
3
0
—
0
—0—
—
0
1
1
0
0
0
0
CROP
Soil Seri es
RYE I Sample —Date
P Removal Rating
Tract Field
App. it
Wheat, Grain
Norfolk
�03-
02-06
30]bs/ac. ILow
0
f13 P,
09
0 .90 9/1-4/30
Starter
0
0
0
0
0
0
Commercial Fert.
Residual
—Manure
BALANCE
Req'd Nutrients
Supplied By:
0
_0
—125
0
125
—
0
68
F_
68
0
EEN==NMWx==I
----
0
—
0
171
171
50
0
—
0
15
151
0
0
—
0
1
11
0
0
—
0
3
31
0
—0-0
—
0
1
—
17-01
0
0
01
1
CROP
Soil Series
A�mpla Date
P Removal I Rating
Wheat, Grain
t
N;orfolk
no
0 u
60 bu. 03-02-06
3 0 1 a/ c Low
30lbs/ac. Low .
Starter
0
0
0
0
0
0
Commercial Fert.
Residual
Manure
MBALANCE
0
0
0
5
125
0
0
0
68
68
o
0
171
121
0
0
is
1
0
0
1
0
0
3
3
0
0
0
1
—
0
0
1
T,ac, I Field
Acres App. Period
10773 P9
2.60 10/1-3/31
Rqd
_!!jLNut1'euts
i, _
oiled By.
upp
50
0
20
0
0
0
0
0
CROP
Soil Series
P Removal I Rating
Small Grain Overseed
Norfolk
1.0 Tons : �-02-06
15 lbs/ac. ILow
Starter
Commercial Fert.
Residual
Manure
0
0
0
50
0
0
0
27
27 i
0
0
0
6
4!81
0
0
0
6
0
—0
0
0
01
0
0
0
01
01
NOTE: Symbol * means user entered data
156741 Database Version 3.1 Date Printed: 10/27/2006 NMR Page Page 5 of 13

Nutrient Management Recommendations Test
YEAR
N
P205
K20
Mg
Z
u
Lime
(lbs/A)
(lbs/A)
(lbs/A)
(lbs/A)
(lbal"A)
(,bnA)
(,bs/A)
(tons/A)
Tract
I Field
10773
1 H
Req'd Nutrients
296
0
70
0
0
0
0
0
Acres I
App.Pcriod
1.40
3/1-9/30
sm
CROP
Hybrid Bermudagrass
Hay----
Starter
0
0
0
0
0
0
0
Commercial Fert.
0.
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
0
RYEJ Sample
Date
6.5 Tons
_L
-[Lxm
03-02-06
Manure
296
175
441
39
2
—7
1
0
P Removal
I Rating
80 lbs/ac.
BALANCE
0
175
371
39
----
2
7
1
0
Tract
I Field
10773
IH
d Nturient�,
137
—0
0
01
0
0
0
0
Acres I
App. Period
100
4/1 9/15
Supplied By:
MEEMMEMMERMEMUM
CROP
Soybeans, Manured,
Double Crop
tarter
S rer
0
---:0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
RYEJ Sample
Date
35
_�03-�0206
Manurel
137
81
204
18
----
1
3
1
0.
P Removal
I Raring
28 lbs/ac.
ILOW
BALANCE 1
0
91
204
—18
—1
—3
—1
0
Tract
I Field
10773
. . .
1 3H
Req'dNutrientsl
137
0
0
0
0
0
0
0
Acres I
App.Period
:77F80
F_
4/1_9/15
Supplied By:
CROP
Soybeans, Manured,
Double Crop
Starter
0
0
0
0
0
0
0
0
Commercial Pert.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
0
RYE I Sample
Date
35 bu.
—78
03-02-0
Manure
--TALANCE
137
81
204
18
1
3
1
01
P Removal
Rating
lbs/ac.
T�'
0
81F
204
18
1
—
3
1
0
Tract
I Field
10773
4H
Req'd Nutrients
—
296
0
100
0
0
0
0
0
Acres I
A pp. Period
0.90
3/1-9/30
Supplied By:
MI
I=
=
EN
am
ME I=
MW
CROP
Hybrid Bermudagrass
Hay
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Res d,,l
0
0
0
0-0-0—
0
0
RYE Sample
Date
6.5 Tons
03-02-0
Manure
296
175
441
----
39
2
7
1
0
P Removal
I Rating
80 lbs/ac.
Low
BALANCE 1
0
175
441
39F
2
—7
—1
0
Tract
Field
I -
10773
—
511
—
Req'd Nutrients
—
296
0
0
0
0
0
0
0
1.20
3/1-9/30
Tpplied By.
MjMjMEMjWjJW
CROP
Ybrid BeroffidagIlls
Hay
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
0
RYE Sample
Date
6.5 Tons
03-02-06
Manure
296
441
—
39
2
7
1
0
P Removal
Puftmg
1
80 lbs/ac. 1
Low
BALANCE 1
____F71j
0
15�-441
—39
2
—
7
0
156741 Database Version 3.1 Date Printed: 10/27/2006 NMR Page Page 6 of 13

Nutrient Management Recommendations Test
YEAR
I
N
bs/A)
P205
(lbs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
CU
(lbs/A)
� Lime
(tons/A)
Tract
I Field
Req'd Nutrients
137
0
10
0
0
0
0
0
Acres I
App. Period
7.80
4/1-9/15
SuppliedBy:_
M
0
0
0
0
MWEMMON
0
0
0
CROP
Soybeans, Manured,
Double Crop
Starter
0
Commercial Fert.
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
RYE I Sample
Date
35 bu.
03-13-06
Manure
137
81
204
18
P Removal
Rating
28 lbs/ac.
ILOW
ITALANCF
—0
—81
194
18
Tract
I Field
10773
PI
Req'd Nutrients
296
0
0
0
0
0
0
0
Acres I
App. Period
4.60
3/1-9/30
Supplied By:
jM
0
0
0
0
0
0
0
CROP
Hybrid Bermudagrass
Hay
Starter
—F..e
0
c I Fort
0
0
0
0
0
0
0
Soil Series
Norfolk
Res do 1
-0
-0
-0
-0
-0
-
0
-0
-
0
RYE
Sample Date
6.5 Tons
03-02-06
Manure
296
161
405
36
1
---
7
1
0
P Removal
I Rating
80 lbs/ac.
ILow
BALANCE
I 0
1611
4F5
36F
-
1
7
-
1
Tract I
Field
10773
PIO
Req'd Nutrients
137
0
10
0
0
0
0
�0
Acres I App Period
CROP
5.30 4/1-9/15
Soybeans, Manured,
Double Crop
TuppliTd By.
Starter
0
0
0
0
0
0
0
0
Commercial Fert.
0
—0
0
0
0
0
0
0
0
Soil Series
Norfolk
Res do 1
—0
—0
—0
0
0
—0
—0
RYE
I Sample Date
35 bu.
3-02-06
Manure
137
75
188
17
1
3
1
0
P Removal
I Rating
28 lbs/ac.
BALANCE
0
75
178
17T
1
—3
1
Tract I
Field
10773
Pit
Req'd Nutrients
137
0
0
0
0
0
0
0
CROP
4.40 4/1-9/15
Soybeans, Manalred,
Double Crop
Stapplied By
Starter
—Cormur
0
0
0
0
0
0
0
0
,I Feft
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
0
RYE
I Sample Date
35 bu.
03-02-06
Manure
137
75
188
17
1
3
1
0
P Removal
I Rating
28 lbs/ac.
ILow
BALANCE 1
—0
-----7�5-1
S8
171
1
—3
0
Tract I
Field
10773
P12
Reqd Nutrients
137
0
0
0
0
0
0
0
Acres I App. Period
CROP
5.30 4/1-9/15
—ituppledBy
Soybeans, Manured,
Double Crop
Start,
0
0
0
0
0
0
0
0
Commercial Fert.
—R�idual
It
—0
0
0
0
0
0
0
0
Soil Series
Norfolk
0
0
0
0
0
0
0
RYE I
Sample Date
35 bu.
03-02-06
Manure
137
75
188
17
1
—
0
0
P Removal
I Rating
L 21 lbs/ac.
Low
BALANCE
01
7�5���I
31
1 1
10
156741 Database Version 3.1 Date Printed: 10/27/2006 NMR Page Page 7 of 13

Nutrient Management Recommendations Test
YEAR
10773
P13
Req'd Nutrients
Acres I
App. period
2.80
4/1-9/15
Supplied By:
CROP
Soybeans, Manured,
Starter
Double Crop
Contraercial Pert.
Soil Series
Norfolk
Residual
RYE SampleDate
35 bu.
03-13-06
Manure
P Removal
Rating
28 lbs/ac.
Low
---5ALANCF
Tract
I Field
10773
P14
Req'd Nutrients
Acres I
App- Period
4.50
4/1-9/15
Supplied By:
CROP
Soybeans, Manured,
Starter
Double Crop
Conumercial Fert.
Soil Series
Norfolk
Residual
RYEI Sample
Date
35 bu.
03-13-06
Manure
P Removal
Rating
28 lbs/ac.
Low
BALANCE
Tract
I Field
�10773
P15
eqwd Nutrients
Acres I
App. Period
4.50
4/1-9/15
Supplied By:
CROP
Soybeans, Manured,
Starter
Double Crop
Cotruntercial Pert.
Soil Series
Norfolk
Residual
RYE I Sample
Date
35 bu.
03-13-0
Manure
P Removal
Rating
—T8 lbs/.c
Lovt
BALANCE
Tract
I Field
10773
P16
� =q
d Nutriemr7,
Acres I
App. Period
3.80
411-9/15
Supplied By:
CROP
Soybeans, Matured,
Starter
Double Crop
Cornannercial Fert.
Soil Series
To7o-lk
Residual
RYEJ Sample
Date
35 bu.
03-13-0
Manure
P Removal
Rating
—5 lbs/-c
T7,
BALANCE
Tract
I Field
10773
P17
J7q d =ut,,,7
Acres I
App. Period
1.60
4/1-9/15
Supplied By:
CROP
OYbeans, Manured,
Starter
on e rop
Corturtercial Fert.
Soil Series
Norfolk
Residual
RYEI Sample
Date
35 bu.
03-13-05
Manure
P Removal
I Raring
.
28 lbs/ac. ILOW
..............
6-
--iTALANCE
N
(lbs/A)
P205
(lbs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(Ions/A)
137
0
10
0
0
0
0
0
WMENNINN
0
0
0
0
0
I I
Em
ME
0
0
0
0
0.
0..
0..4;
0
0
0.
0
0
0
01
01
0
137
751
1881
171
11
3
0
751
1781
171
11
3
1 01
0
137
751
1881
17
1
3
1
0
45
188F
17
11
3
1
7=0
10
0
0
0
C
NNUMMEMMMUM
0
0
0
0
0
0
C
0
0
0
0-
0
0.
C
0
0
0
0
01
137
��1881
171
1 1
451
1781
171
1 1
11
156741 Database Version 3.1 Date Printed: 10/27/2006 NMR Page Page 8 of 13

Nutrient Management Recorramendations Test
YEAR
I
Tract
I Field
10773
P2A
Teq7d Nutrecus
Acres I
App. Period
0.70
3/1-9/30
�upplied By
CROp
Hybrid Bermudagrass
Hay
Starter
Commercial Fert.
Soil Series
Norfolk
Residual
RYE Sample
Date_
6.5 Tons
1 13-02-06
—
Manure
—7ALANCE
P Removal
Rating
To ",I.,
Low
Tract
I Field
10773
P2B
�=N.t,7,
Acres I
App. Period
1.40
3/1-9/30
Supplied By:
CROp
Hybrid Bermudagrass
Hay
Starter
Commercial Fert.
Soil Series
JiNorfoll
Residual
RYE Sample
Date
6.5 Tons
1 03-02-0
Manure
P Removal
Rating
80 lbs/ac.
Low
BALANCE
m7,7
Tract
I Field
10773
P3
d =,tmt,
Acres I App. Period
CROp
4.70 3/1-9/30
Hybrid Bermuclagrass
Hay
Supplied By:
Starter
Commercial Fert.
Soil Series
Norfolk
Residual
6.5 Tons
03-02-0
Manure
80 lbs/ac.
Low
BALANCE
10773
P4
Req'd Nutrients
1.40
3/1-9/30
Supplied By:
CROp
Hybrid Bermudagrass
111ay
Starter
Commercial Fert.
Soil Series
Norfolk
Residual
6.5 Tons
03-02-0
Manure
80 lbs/ac.
Low
BALANCE
10773
P5
�=Nt,,7,
CROP
0.40 3/1-9/30
Hybrid Beratudagrass
IHay
Supplied By:
Starter
Commercial Pert.
Soil Series
Norfolk
Residual
�.-ple
Date
6.5 Tons
P Removal
I Rating
80 lbs/ac.
ILOW
BALANCE_
N
(lbs/A)
P205
(lbs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
296
0
0
01
0
0
0
0
=Mofflmom
0
0
0
0
-
0
, -
0
MME
0
0
0
0
0
0
040
0
0
0
0
0
0
0
0
0
0
296
161
405
36
1
71
0
0
161
405
36
1�
1 71
---LL
11
0
296
0
1 6
156741 Database Version 3.1 Date Printed: 10/27/2006 NMR Page Page 9 of 13

Nutrient Management Recommendations Test
YEAR
N
P205
K20
Mg
Mn
Zn
Cu
Lime
(lbs/A)
(lbs/A)
(lbs/A)
(lbs/A)
(lbs/A)
(lbs/A)
(lbs/A)
(tons/A)
10773
P6
Req'd Nutrients
137
0
0
0
0
0
0
Acres I
App. Peno
1.30
4/1-9/15
SuppliodBy:—MjWj=j=j=j=jW�
CROP
Soybeans, Manured,
Starter
0
0
0
0
0
0
0
0
Double Crop
Commercial Fort.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
Oj
0
Oj
0
35 bu.
03-02-0
Manure
137
75
188
17
1
3
1
0
28 lbs/ac.
Low
BALANCE
0
75
188
17
1
3
1
0
10773
P7
Req'd Nutrients
137
0
0
0
0
0
0
0
2.50
4/1-9/15
�Ipplild By.
ow
am
ME
im
IM
CROP
Soybeans, Manured,
Starter
0
0
0
0
0
0
0
0
jDouble Crop
Commercial Fert.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
0
35 bu.
03-02-06
Manure
137
75
188
17
1
3
1
0
28 lbs/ac.
Low
BALANCE
0
75
188
17
1
3
1
6
10773
P8
Req'd Nutrients
137
0
50
0
0
0
0
0.90
4/1-9/15
Supplied By:
MMEMEWSWUMUNIMMM
CROP
Soybeans, Manured,
Starter
0
01
0
0
0
0
0
0
Double Crop
Commercial Peal.
0
0
0
0
ol
0
01
0
Soil Series
Norfolk
Residual
0
0
0
0
01
0
0
0
RYE Sample
Date
35 bu.
03-02-0
Manure
137
75
188
17
1
3
1
0
P Removal
Rating
28 lbs/ac.
Low
BALANCE
0
75
138
17
1
3
1
0
Tnact
I Field
10773
P9
Req'd Nutrients
296
�O
�70
�O
�0
=
�o
Acres I
App. Period
2.60
3/1-9/30
Supplied By:
om
am
FM
�
CROP
Hybrid Bermudagrass
Starter
0
0
0
0
0
0
0
0
Hay
Comnaercial Fert.
0
0
0
0
0
01
01
0
Soil Series
INorfolk
4= Residual
0
0
0
01
01
0
RYE I Sample
Date
1 6.5 Tons
1 03-02-06
1 Manure
296
161
—
4TO 5
36 1
11
71
1 1
0
P Removal
I Rating
1 80 lbs/ac.
IlLow
I BALANCE
0
161
335
361
1 1
71
1 1
—0
NOTE: Symbol * means user entered data.
156741 Database Version 3.1 Date Printed: 10/27/2006 NMR Page Page 10 of 13

Nutrient Management Recommendations Test
YEAR
2
Tract
I Field
10773
1 H
it Num
Acres I
App. lRenod
1.00
2/15-6/30
pplild By.
CROP
Corn, Grain
Sit
El-n=-1.1.1 I
Soil Series
Norfolk
Resi,
RYE I Sample
Date
115 bu.
03-02-06
Mai
P Removal
Ratin
51 lbs/ac.
Low
BALANCE
Tract
I Field
10773
3H
d Nut,
Acres I
App. Period
1.80
2/15-6/30
Supplied By:
CROP
Corn, Grain
st�
(71—�Ircial I
Soil Series
Norfolk
Rmi
RYE I Sample
Date
115 bu.
03 02-06
Mal
P Removal
Ratm
51 lbs/ac.
Low
BALANCE
Tract
I Field
10773
8H
Req'd Nutri
Acres I
App. Period
7.80
2/15-6/30
Supplied By:
CROP
Corn, Grain
StE
Commercial I
Soil Series
Norfolk
Resi,
RYE I Sample
Date
115 bu.
03-13 06
Mat
P Removal
I Rating
51 lbs/ac.
Low
BALANCE
Tract
I Field
10773
Plo
Rq�d Nut,
Acres I
App. Period
5.30
2/15-6/30
Supplied By:
CROP
Corn, Grain
Sri
Commercial i
Soil Series
Norfolk
Resi4
RYE I Sample
Date
115 bu.
03-02-06
Mai
P Removal
Ratin
51 lbs/ac.
Low
BALANCE
Tract
I Field
10773
P11
�=Nuffi
Acres I
App. Period
4.40
2/15-6/30
Supplied By:
CROP
Corn, Grain
St"
Cominnercial I
Soil Series
Norfolk
Resi(
RYE I Sample
Date
115 bu.
03-02-0
Mai
P Removal
I Rating
51 lbs/ac.
ILOW
BALANCE
IN
(lbs/A)
P205
(lbs/A)
K20
(lbs/A)
Mg
(lbs/A)
Mir
(lbs/A)
Zn
(lbs/A)
CU
(lbs/A)
Lime
(tons/A)
131
0
0
0
0
0
0
0
MEMENWON
0
0
0
0
I'll I'll,
0
0
MEOW
0
0
0
0.
0
0.
0
0
t
0
0
20
01
0
0
0
0
0
0
111
661
165
15
1
3
1
0
0
66
165
15
1
3
1
0
131
0
0
0
0
0
01
,=Mo—
o
0
0
0
0
M
0
0
0
0
0
0
0
0
0
20
0
0
01
0
0
0
--0
165
15
1
3
1
0
01
661
151
1
3
1
0
1311
01
10
01
0
01
'7`71
mm-
OWN
Ems=
156741 Database Version 3.1 Date Printed: 10/27/2006 NMR Page Page I I of 13

Nutrient Management Recommendations Test
YEAR
2
10773
P12
Req'd Nutrients
Acres I
App. Penod
5.30
2/15-6/30
�uppled By
CROP
Com, Grain
Starter
Commercial Fert.
Soil Series
Norfolk
Residual
RYE I Sample
Date
115 bu.
03-02-06
Manure
P Removal
Rating
51 lbs/ac.
Low
BALANCE
Tract
I Field
10773
P13
RqU NMnt,
Acres I
App- Peno
2.80
2/15-6/30
Supplied By:
CROP
Com, Grain
Starlet
Commercial Fert
Soil Series
Norfolk
Residual
RYE Sample
Date_
1'5 bu-
1 03-13-06
Manure
P Removal
Rating
51 Tt s/.r.
L,7
BALANCE
Tract
I Field
10773
P14
RWd Nutrients
Acres I
App. Period
4.50
2/15-6/30
Supplied By:
CROP
Com, Grain
Starlet
Commercial Fert
Soil Series
Norfolk
Res;idual
RYE I Sample
Date
115 bu.
03-13-0
Manurt
P Removal
Rating
51 lbs/ac.
Low
BALANCE
Tract
I Field
10773
P15
... 7 �d
Nutinernts,
Acres I
App. Period
4.50
2/15-6/30
SuppliedBy:
CROP
Com, Grain
Starel
ICommercial
Pert
Soil Series
Norfolk
Residual
115 bu.
03-13-0
Manurt
51 lbs/ac.
Low
BALANCE
---7-
10773
P16
Wd Nut .. L,
3.80
2/15-6/30
SuppliedBy:
CROP
Com, Grain
Starta
ICommuercial
Feat
Soil Series
Norfolk
Residual
�.-pl,
Date
It 5 bu.
1 03-13- 06
Manurt
P Removal
I Rating
51 lbs/ac.
ll.ow
BALANCE
N P205 K20 Mg Mr, Zn Cu Lime
(lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
131 0 0 0 0 0 0 0
W ME WI
0 0 0 0 4040 0 0
156741 Database Version 3.1 Date Printed: 10/27/2006 NMR Page Page 12 of 13

Nutrient Management Recommendations Test
YEAR
2
N
(Ibs/A)
2, 05)
(PIb IA
K2
rl 0
(lb, A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
CU
(lbs/A)
Lime
(tons/A)
�E
10773
----F2/15-6/30
P17
Req'd Nutrients
131
301
10
0
0
0
0
Acres I
App. Period
160
—
SuppliedBy:
—
0
0
INMEW,
0
0
-dlm'=�
0
CROP
Com, Grain
Starter
0
0
0
Commercial Pert.
0
0
r60
0
0
0
0
0
0
Soil Series
Norfolk
Residual
20
0
0
0
01
0
0
--j
RYE I Sample
Date
115 bu.
03-13-06
Manure
111
152
14
1
3
0
0
P Removal
Rating
51 lbs/ac.
Low
BALANCE
0
30
142
14
1
3
0
0
Tract
I Field
10773
P6
Req'dNutiientsl
131
0
7
�0
0
Acres I
App. Period
1.30
2/15-6/30
SuppliedBy:
0
0
0
0
0
0
CROP
Com, Grain
Starter
0
0
Commercial Fert.
0
0
0
0
0
0
01
0
Soil Series
Norfolk
Residual
20
0
0
0
0
0
01
—0
RYE I Sample
Date
115 bu.
03-02-06
Manure
ill
60
152
14
11
3
0
0
P Removal
I Rating
51 lbs/ac,
Low
BALANCE
0
60
152
14
1
1 3
0
0
Tract
I Field
10773
P7
Req'd Nutrients
131
0
0
0
0
0
0
0
Acres I
App. Period
2.50
2/15-6/30
Supplied By:
MMUIMEM&M
0
0
0
0
0
0
CROP
Com, Grain
Starter
0
0
Commercial Pert.
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
20
0
0
0
0
0
Oj
0
RYE I Sample
Date
115 bu.
03-02 06
Manure
ill
60
152
14
1
3
0
0
P Removal
I Rating
51 lbs/ac.
Low
BALANCE
0
60
152
141
1
3
0
0
Tract
Field
10773
P8
Req'd Nutrients
131
01
50
01
0
0��
0
0
Acres I App. Period
CROP
0.90 2/15-6/30
Com, Grain
Supplied By:
Starter
0
0
0
0
0
0
Em
0
ow
0
Commercial Fort,
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
20
0
0
0
0
0
0
0
1 RYEI Sample
Date
115 bu.
03-02-06
Manure
ill
60
152
14
01
0
P Removal
I Rating
51 lbs/ac.
1Lw,
BALANCE
0
60
102
14
—3
01
0
NOTE: Symbol * means user entered data.
156741 Database Version 3.1 Date Printed: 10/27/2006 NMR Page Page 13 of 13

The Required Soil Test Values shown in the following table provide a summary of recommended actions that should be taken if soil tests indicate excessive levels of
copper or zinc. Fields that receive manure must have an annual soil analysis for these elements. High levels of zinc and copper can adversely affect plant growth.
Alternative crop sites must be used when the concentration of these metals approach excessive levels. Site life can be estimated by dividing the amount ofcopper and
zinc to be applied in lbs/acre by 0.036 and 0.071, respectively and multiplying the result by 0.85. By adding this quantity to the current soil index for copper or zinc, we
can predict life of the site for waste disposal.
In addition to copper and zinc indices, this table also provides a summary of lime recommendations for each crop based on the most recent soil sample. Application of
lime at recommended rates is necessary to maintain soil pH in the optimum range for crop production.
Reauired Soil Test Values
Tract
Field
Crop
pH
Ume Recorn.
(tons/acre)
Cu-1
Copper Recommendation
Zn-1
Zinc Reconnrerdation
10773
13H
Small Grain Overseed
5.9
0.0
37
None
91
None
10773
13H
Hybrid Bermudagrass Hay
5.9
0.0
37
None
91
None
10773
1 H
Wheat, Grain
6.0
0.0
23
None
117
None
10773
1 H
Soybeans, Manured, Double Crop
6.0
0.0
23
None
117
None
10773
1 H
Com, Grain
6.0
0.0
23
None
117
None
10773
3H
Wheat, Grain
6.0
0.01
59
None
Ill
None
10773
3H
Soybeans, Manured, Double Crop
6.0
0.01
59
None
Ill
None
10773
3H
Corn, Grain
6.0
0.0
59
None
Ill
None
10773
4H
Small Grain Oveneed
6.4
0.0
17
None
86
None
10773
4H
Hybrid Bermudagrass Hay
6.4
0.0
17
None
86
None
10773
5H
Small Grain Oveneed
6.4
0.0
124
None
207
None
10773
5H
Hybrid Bermudagrass Hay
6.4
0.0
124
None
207
None
10773
8H
Wheat, Grain
5.7
0.5
36
None
62
None
10773
8H
Soybeans, Manured, Double Crop
5.7
0.0
36
None
62
None
10773
8H
Corn, Grain
5.7
0.0
36
None
62
None
10773
P I
Small Grain Overseed
6.0
0.0
39
None
104
None
10773
PI
Hybrid Bermudagrass Hay
6�O
0.0
39
None
104
None
10773
PIO
Wheat, Grain
6.1
0.0
33
None
133
None
10773
PIO
Soybean , Manured, Double Crop
6.1
0.0
33
None
133
None
10773
PIO
Corn, Grain
6.1
0.0-
33
None
133
None
10773
P11
Wheat, Grain
6.0
0
23
None
117
None
10773
Pll
Soybeans, Manured, Double Crop
6.0
��O I
�1
None
117
None
10773
P11
Corn, Grain
6.0
0.01
23
None
117
None
156741 ',Database Version 3.1
Date Printed: 10-27-2006
STV Page Page I of 3

Reouired Soil Test VaInp.q
Tract
Field
Crop
pH
Lime Recon"
(tons/acre)
Cu-I
Copper Recommendation
Zn-I
Zinc Recommendation
1 �77]
P12
Wh a. Grain
5.9
0.0
42
None
119
None
oybeans, Manured, Double Crop
5.9
0.0
2
None
11 773
P12
n
5.9
119
None
�a
00
2
None
I
i n
t
5�7
05
None
10773
P13
---
5.7
00
6
11
10773
P13
5.7
0.0
36
10773
P14
Wheat, Grain
5.9
0.0
47
None
1 773
P14
Soybeans, M-n-I
5.9
0.0
47
None
73
None
1 773
P14
Com, Grain
5.9
3
None
0.0
47
None
73
None
10773
P15
Wheat, Grain
6.0
0.0
56
None
10773
P15
Soybeans, Manured, Double Crop
6.0
M
56
None
92
None
10773
P15
Cont, Grain
6.0
92
None
0.0
56
10773
P16
6.2
0.0
40
10773
P16
0.0
40
10773
P16
Com, Grain
10773
P17
Wheat, Grain
5.6
one
None
one
10773
P17
Soybeans ---
None
10773
P17
Com, Grain
one
J.v
V.0
z
None
91
None
10773
P2A
Small Grain Overseed
6.4
0�. 0
124
None
207
None
10773
P2A
H- - --- j
6.4
0.0
124
None
207
10773
P2B
Small Grain Overseed
6.2
0.0
28
None
10773
P2B
Hybrid B-W-- Hay
6.2
0.0
28
None
116
10773
P3
Small Grain Overseed
6.7
0.0
116
30
None
10773
P3
6.7
0.0
30
N
Small Grain Overseed
6.4
0.0
25 .-
----
1//
Hybrid Bermudagrass Hay
6.4
0.0
25
1
None
10773
P5
Small Grain Overseed
6.4
0.0
17 1
None
10773
P5
10773
P6
10773
P6
---- - -- --------- - - - -- --- --- -----
156741 Database Version 3.1 Date Printed - I - 0- - 27-200 - 6 ---- ----------------------------------------------------------------- S - T - V - Pa - ge - Page -- 2 - of - 3 ,

Required Soil Test Values
Tract
Field
Crop
pH
Lime Recom.
(tons/acTe)
CU-I
Copper Recommendation
Zn-I
Zinc Recommendation
10773
P6
Com, Grain
6.0
0.0
59
None
III
None
10773
P7
Wheat, Grain
5.9
0.0
52
None
115
None
10773
P7
Soybeans, Manured, Double Crop
5.9
0.0
52
None
115
None
10773
P7
Com, Grain
5�9
0.0
52
None
115
None
10773
P8
Wheat, Grain
5.2
1.0
40
None
80
None
P8
Soybeans, Manured, Double Crop
5.2
0.0
40
None
80
None
F10773
0
110773
PS
Co., Grain
5.2
0.0
40
None
80
n2
10
10773
P9
Small Grain Overseed
5.9
0.0
37
None
91
N ne
I O7 7 3
P9
Hybrid Bertmudagrass Hay
5.9
0.0
37
None
91
None
156741 Database Version 3.1 Date Printed: 10-27-2006 STV Page Page 3 of 3

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this
material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but
other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for
sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation715
Minimum Acres
Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Com 120 bu
1501
13.161
73.711
147.43
221.14
Hay 6 ton R.Y.E
3001
26.321
36.861
73.71
110.57
Voybean 40 bu
1601
14.041
69.111
138.21
207.32
------------ -------
156741 Database Version 3.1 Date Printed: 10-27-2006 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 Storave C2n2p.ifv
SourceNarne
lswm-e —Feeder-Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
19/1
ISO
Plan Year
Month
Available Storage Capacity (Days)
1
141
2
151
3
149
4
176
5
180
6
180
7
180
8
180
9
180
1
10
154
1
11
129
1
12
101
2
1
73
2
2
79
2
3
90
2
4
112
2
5
133
2
6
163
2
7
163
2
8
155
2
9
157
2
10
147
2
11
155
2
12
143
* Available Storage Capacity is calculated as of the end of each month.
156741 Database Version 3.1 Date Printed: 10-27-2006 Capacity Page Page I of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such
that runoff does not occur offsite or to surface waters and in a method which does
not cause drift from the site during application. No ponding should occur in order
to control odor and flies.
---------------
---- - - -- --- --- -- -
156741 Database Version 3.1 Date Prmted: - I - 0 - /2 - 7/20 - 0 - 6 ------------------ Spe - c - i - fi - ca - t - i - on - Pa - ge -- 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 tip released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal. Animal waste, other than swine waste
from facilities sited on or after October 1, 1995, shall not be applied closer that 25
feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
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.
156741 Database Version 3.1 Date Printed: 10/27/2006 Specification Page 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.
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 five years. Poultry dry waste application
records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
- -------------------------
156741 Database Version 3.1 Date Printed: 10/27/2006 Specification Page 3

Crop Notes
The following crop note applies to field(s): III, 3H, 8H, PIO, PI 1, P12, P13, P14, P15, P16, P17, P6, P7,
P8
Com: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphor -us 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 com. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 13H, 4H, 5H, P I, P2A, P213, P3, P4, P5, P9
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. 31. 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. 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/ae 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.
156741 Database Version 3.1 Date Printed: 10-27-2006 Crop Note Page Page I of 3

The following crop note applies to field(s): 13H, 4H, 5H, P I, P2A, P213, P3, P4, P5, P9
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye ftom
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): 1H, 3H, 8H, PI 0, PI 1, P 12, PI 3, P14, PI 5, PI 6, P 17, P6, P7,
P8
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.
156741 Database Version 3.1 Date Printed: 10-27-2006 Crop Note P age Pag - e - 2 - o - f , 3 ------

The following crop note applies to field(s): I H, 3H, SH, P10, P I I, P12, P13, P14, P15, P16, P17, P6, P7,
P8
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
--------------------------------------------------------------------------------------- ----------- ---------------------------------------- ---------------
156741 Database Version 3.1 Date Printed: 10-27-2006 Crop Note Page Page 3 of 3

Calculations for Honeywagon Acreage
Tract #10773
FSA Field #8 26.6 Total Acres
Pulls 13-17 - 17.0
9.6 Max
- 1.8 Buffers
8H 7.8 Acres
FSA Field #5 14.5 Total Acres
Pulls 1-3 - 11.4
3.1 Max
- 1.3 Buffers
- .6 Wells
5H 1.2 Acres
FSA Field #4 3.1 Total Acres
Pulls 4-5 - 1.9
1.2 Max
- .3 Buffers
4H .9 Acres
FSA Field #3 7.9 Total Acres
Pulls 6-8 - 4.8
3.1 Max
- 1.3 Buffers
3H 1.8 Acres
FSA Field #1 17.7 Total Acres
Pulls 10-12 - 15.0
2.7 Max
- 1.7 Buffers
1 H 1.0 Acres
FSA Field #13 4.3 Total Acres
Pull 9 - 2.6
1.7 Max
- .3 Buffers
13H 1.4 Acres
* Buffers were measured using irrigation design map drawn by JPB approved by William
Carl Dunn 4/5/02.

CONSERVATION PLAN MAP Date: 10/20/2006
Customer(s): HOMER GARY BAGGETT Field Office: CLINTON USDA SERVICE
District: SAMPSON SOIL &WATER CONSERVATION DISTRICT Agency: USDA-NRCS
Assisted By: Melanie Harris
Legend
HOMER—GARY—BAGGETT ------ BAGGHO-Consplan N
County Boundary 3 330 660 990 1320
Image: 2005 Aerial Photography ��F,et

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74

Operator:Gary
Baggett #1
County: Sampson.'
Date:
09/12/94
Distance to nearest residence
(other
than owner):
�1-240 .0
feet
1. AVERAGE LIVE WEIGHT
(AL-W)
0 sows
(farrow to
finish)
x 1417
lbs.
0
lbs
0 sows
2940 head
(farrow to
(finishing
feeder)
only)
x 522
lbs.
0
lbs
0 sows
(farrow to
wean)
x 135
x 433
lbs.
lbs.
396900
lbs
0 head
(wean to feeder)
x 30
lbs.
0
lbs
Describe other
0
lbs
0
Tota
Average Live Weight
396900
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume
396900 lbs.
ALW x Treatment Volume(CF)/lb, ALW
Treatment
Volume(CF)/lb.
ALW
I CF/lb. ALW
-Volume =
396900 cubic
feet
3. STORAGE VOLUME
FOR SLUDGE ACCUMULATION
Sludge Accumulation Not Computed At
Volume
0.0 cubic
feet
Owners Request Remove Sludge
As Needed
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 210.0
Inside top width (feet) ---------------------- 350.0
Top of dike elevation (feet) ----------------- 55.0
Bottom of lagoon elevation (feet) ------------ 43.0
Freeboard (feet) ----------------------------- 1.0
Sideslopes (inside lagoon) ------------------ 3.0
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDEl SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3. 0' 204.0 344.0 11.0
AREA OF TOP
LENGTH * WIDTH =
204.0 344.0 70176 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
138.0 278.0 38364 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
171.0 311.0 212724 (AREA OF MIDSECTION * 4)
CU. FT. [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) DEPTH/6
70176.0 212724.0 38364.0 1.8
Total Designed Volume Available = 588984 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
210.0 350.0 73500.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
— TOTAL DA --73500.-t-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 = 396900 lbs. ALW/135 lbs. ALW 1.37 gal/day 180 days
Volume = 725004 gals. or 96925.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days storage/7.48 gallons
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 = 42875.0 cubic feet

5D,
N
7
Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot DA
Volume = 42875.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
96926
cubic
feet
5B.
0
cubic
feet
5C.
42875
cubic
feet
5D.
42875
cubic
feet
TOTAL 182676 cubic feet
SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
7.0
inches
Freeboard===================================>
1.0
feet
Side
3.0
: 1
Inside top length===========================>
210.0
feet
Inside top width============================>
350.0
feet
Top of dike elevation=======================>
55.0
feet
Bottom of lagoon elevation==================>
43.0
feet
Total required volume=======================>
579576
cu.
f t .
Actual design volume========================>
588984
cu.
f.t.
Seasonal high watertable elevation (SHWT)===>
50.3
feet
Stop Pumping
51.1
feet
Must be > or = to the SHWT elev.==========>
50.3
feet
Must be > or = to min. req. treatment el.=>
49.0
feet
Required minimum treatment volume===========>
396900
cu.
ft.
Volume at stop pumping elevation============>
399007
cu.
ft.
Start pumping
53.3
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall=*
546109
cu.
ft.
Volume at start pumping elevation===========>
540662
cu.
ft.
Required volume to be pumped================>
139801
cu.
ft.
Actual volume planned to be pumped==========>
141655
cu
ft
Min. thickness of soil liner when required==>
1.8
feet7*
DESIGNED BY: Lanier & Houston CHECKED BY:
DATE: DATE: 10
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

SHEET I 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 temporary storage consists of 180 days storage/for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each deiign to begin
pumping and this is usually ttie outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 53.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 51.1 . This temporary
storage, less 25 yr- 24 hr storm, contains 139801 cubic feet or
1045709 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 a:a,d 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 no-t 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.

Operator:Gary Baggett #2 County: Sampson.
Distance to nearest residence (other than owner) :
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
2940 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other :
Date: 09/12/94
0.0 feet
x 1417
lb5.
x 522
lbs.
x 135
lbs.
x 433
lbs.
x 30
lbs.
0 lbs
0 lbs
396900 lbs
0 lbs
0 lbs
0
Total Average Live Weight = 396900 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume 396900 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW I CF/lb. ALW
.Volume = 396900 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Sludge Accumulation Not Computed At
Owners Request Remove Sludge
Volume 0.0 cubic feet As Needed
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
210.0
Inside top width (feet) ----------------------
350.0
Top of dike elevation (feet) -----------------
55.0
Bottom of lagoon elevation (feet) ------------
43.0
Freeboard (feet) -----------------------------
1.0
Side slopes (inside lagoon) ------------------
3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDEl SS/SIDE2 LENGTH
WIDTH DEPTH
3.0 3.0 3.0 3.0 204.0
344.0 11.0
AREA OF TOP
LENGTH * WIDTH
204.0 344.0 70176 (AREA OF
TOP)
AREA OF BOTTOM
LENGTH * WIDTH
138.0 278.0 38364 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
171.0 311.0 212724 (AREA OF MIDSECTION * 4)
CU. FT. [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
70176.0 212724.0 38364.0 1.8
Total Designed Volume Available = 588984 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
210.0 350.0 73500.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA —73500.0 square feet
Design temporary storage period to be 180 days.
5A. Vol�me of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 396900 lbs. ALW/135 lbs. ALM 1.37 gal/day 180 days
Volume = 725004 gals. or 96925.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days storage/7.48 gallons
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 = 42875.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 42875.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
96926
cubic
feet
5B.
0
cubic
feet
5C.
42875
cubic
feet
5D.
42875
cubic
feet
TOTAL 182676 cubic feet
MRSEF �Jyly .1 1 �
Temporary storage period====================>
180
days
Rainfall in excess of evaporatioa===========>
7.0
inches
25 year - 24 hour rainfall==================>
7.0
inches
Freeboard===================================>
1.0
feet
Side slopes=================================>
3.0
: 1
Inside top length===========================>
210.0
feet
Inside top width============================>
350.0
feet
TOP of dike elevation=======================>
55.0
feet
Bottom of lagoon elevation==================>
43.0
feet
Total required volume=======================>
579576
cu.
ft.
Actual design volume========================>
588984
cu.
ft.
Seasonal high watertable elevation (SHWT)===>
50.3
feet
Stop pumping
51.1
feet
Must be > or = to the SHWT elev.==========>
50.3
feet
Must be > or = to min. req. treatment el.=>
49.0
feet
Required minimum treatment volume===========>
396900
cu.
ft.
Volume at stop pumping elevation============>
399007
cu.
ft.
Start pumping
53.3
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
546109
cu.
ft.
Volume at start pumping elevation===========>
540662
cu.
ft.
Required volume to be pumped================>
139801
cu.
ft.
Actual volume planned to be pumped==========>
141655
cu.
ft.
Min. thickness of soil liner when required==>
1.8
feet
7. DESIGNED BY: Lanier & Houston CHECKED BY:
DATE: C1 ba/q� DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

SCS-ENG-538 U. S. DEPARTMENT OF AGRICULTURE
A�. �-70 SOIL CONSERVATION SERVICE
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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.
*Reprinted 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 I 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 neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
Surface water diversion features are designed to carry all surface 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 1 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:
• 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 lagoo�
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewrater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil -test 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.

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.

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) q 10 -14-63 - �30-0
EMERGENCY MANAGEMENT SERVICES (EMS) Ck 10 - S 9 PL— C�C� L'e
SOIL AND WATER CONSERVATION DISTRICT (SWCD) T-
LOL�5cp'-'IqLe
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) qtO-6c�2-- clLe_3
COOPERATIVE EXTENSION SERVICE (CES) q I Q — S q �_— I I ID l
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.
I . 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.
a) 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 fil[ holes and
compact with a clay type soil.
C) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.

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: MurphV Brown, LLC
b. Contractors Address: P.O. Box 856, Warsaw, NC 28398
c. Contractors Phone: [phone]
Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 293 - 5330
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
Flush Gutt
sufficiently to remove accumulated
solids from gutters as designed.
Remove bridging of accumulated solids at
discharge
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
(V)Maintain vegetative control along banks of
Vegetative Growth
lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Feeders Feed Spillage
Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage,
Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed
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).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed,
Animal Holding Accumulation of animal
Eliminate low area that trap moisture along fences
Areas wastes and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal.
Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed),
MIC — November 11, 1996
10

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.
(Landownef Signaf-ure)
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
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause
BMP's to Minimize Odor Site Specific Practices
(V)Recommended best management
practices:
(V)Good judgment and common sense
Animal body
Dirty manure
)Dry floors
surfaces
covered animals
Hoor surtaces
Wet manure -covered
(-)Slotted floors:
floors
(V)Waterers located over slotted floors;
(v')Feeders at high end of solid floors:
(,')Scrape manure buildup from floors;
( )Undeffloor ventilation for drying
manure collection
Urine
(V)Frequent manure removal by flush, pit
pits
recharge or scrape
Partial microbial
)Underfloor ventilation
decomposition
Indoor surfa
)Feed additives;
)Feedercovers;
)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
Lagoon surfaces
Volatile gas emissions
(V)Proper lagoon liquid capacity
Biological mbdng
(V)Correct lagoon startup procedures
Agitation
( )Minimum surface area -to -volume ratio
(v)Minimum agitation when pumping
)Mechanical aeration
)Proven biological additives
Irrigation sprinkler
High pressure agitation
(V)Irrigate on dry days with little or no wind
nozzles
Wind draft
(%')Minimum recommended operation pressure
(V)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
— November 11, 1
12

otorage tanK or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( Jank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling ba
surface
Agitation when emptying
( )Remove settled solids regularly
Manure, slurry or
Agitation when spreading
( )Soil injection of slurrylsludges
sludge spreader
Volatile gas emissions
( )Wash residual manure from spreader after use
outlets
( )Proven biological additives or oxidants
Dead animal
Carcass decomposition
( )Complete covering of carcasses in burial pits
disposal pits
( )Proper location / construction of disposal pits
Standing water
improper drainage
(v)Farm access road maintenance
around facilities
Microbial decomposition of
away from facilities
organic matter
Manure tracked Poorly maintained access (v)Farm access road maintenance
onto public roads roads
from farm access
Information: Available From:
Swine Manure Management 0200 Rule / BMP Packet NCSLI-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: EBAE1 28-88NCSU-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 OdorTask 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 SrgnatureT
13