090036_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please veto all information and make any necessary corredions below.
Application must be signed and dated by the Pern&m
1. Farm Number: 09-0036 Certificate Of Coverage Number: AWS090036
2. Facility Name: McQueen Farms 1&2
3. Landownees Name(same as on the Waste Management Plan): McQueen Farms Inc
4. Landowner's Mailing Address: P 0.Qo X e2 9 79
City: �i - /i?.� +'�D�✓N State: NC Zip: *-!fim-0?8337
Telephone Number. 91 M66-4395 Ext. E-mail:
5. Facility's Physical Address: 2546 S Page Rd
City: Clarkton State: NL Zip: 28433
6. County where Facility is located: Bladen
7. Farm Manager's Name(if different from Landowner): Crain Martin Bratt
8. Farm Manager's telephone number(include area code): 910-648-6414 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Brandon Lee Jones Phone No.: 910-366-9420 OIC#!: 1003695
11. Lessee's Name(if there is not a Lessee,write"None'):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Farrow to Feeder 2,000
Swine-Farrow to Wean 4,000
Onerstion J`ZM•
h%ft Cattle Dry Poultry Qter Tvues
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pallets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline'
Name Built Unknown) (Cubic Feel) (Square Feet) (Inches)
1 ,ann
--}-- ---189�-
---t—
MCI 12/14/19940 190,357.00 �9, 0
MC2 12/14/1994 293.576.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed applicstion
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),sieved by the owner and a certified technics[specialist,containing:
it. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 201911'[e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be•subject to civil•-penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
rf
Name: Title: �et'
Signature: it G- Date:
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 0212019

,A 003
PLAN OF ACTION (POA) FOR LAGOON SLUDGE REDUCTION �*
�b
n
Facility Number:09-36 County: Bladen v
McQueen Farms Inc - McQueen Farms 1 & 2
Facility Name: o
'
Certified Operator Name: Brandon Jones Operator#: 1003695 - ,
**Attach a copy of Lagoon Sludge Survey Form and volume worksheets
Note: A certified Sludge Management Plan may be submitted in lieu of this POA.
Lagoon 1 Lagoon 2 La oon 3 Lagoon 4 Lagoon 5 Lagoon 6
a. Lagoon Name/ Identifier MC2
b. Total Sludge Depth (ft) 4.27
c. Sludge Depth to be 0.40
Removed for Compliance
ft)
d. Sludge Volume to be
Removed (gallons) 693,521.86
e. Sludge PAN
(Ibs/1000 gal) 10 (Est.)
f. Liquid PAN
(Ibs/1000 gal) 1 .3
g. PAN of Sludge (Ibs)
(d x e)/1000 6.935.22
Compliance Timeframes:
If the sludge level is equal to or higher than the stop pump level of the lagoon or if the sludge level
results in an elevated waste analysis, a sludge management plan that meets the requirements of SIB
Interagency Group Guidance Document 1.26 must be prepared by a technical specialist and submitted to
DWR within 90 days. Work to reduce the sludge level must begin within another 180 days. Compliance
with NRCS Standard 359 must be achieved within two years of the original sludge survey.
If the sludge level is non-compliant but below the stop pump level of the lagoon, a POA must be filed
within 90 days and compliance with NRCS Standard 359 must be achieved within two years of the
original sludge survey indicating non-compliance. If future sludge surveys do not show improvement in
sludge levels, DWR may require the owner to develop a sludge management plan that meets the
requirements of SIB Interagency Group Guidance Document 1.26.
SPOA 3-22-2010 Page 1 of 2

NARRATIVE: Use this section to describe the method(s)that will be used to lower the sludge
depth. If microbe use is planned, specify the product to be used.
1;k0�05'% Cj 4,&tP'1C.1
mts�k cc,1 0—tivu,-ic-A
I hereby certify that I have reviewed the information listed above and included within the attached
Plan of Action, and to the best of my knowledge and ability,the information is accurate and
correct. I further certify and acknowledge that compliance with regard to sludge accumulation
must be achieved within two years of the original sludge survey indicating non-compliance.
Sludge Survey Date: 2/14/2019 Compliance Due Date:2/14/2021
�• (VI GQ"V,en Ck VX«, 3Y__ Phone: Cot l��132.8-0pcAZ
Facili r print)
Date: .3 C d 1°t
Facility Owner Wage, (signature)
Return this form to:
Animal Feeding Operations Unit
NC Division of Water Resources
1636 Mail Service Center
Raleigh, NC 27699-1636
SPOA 3-22-2010 Page 2 of 2

Nutrient Management Plan For Animal Waste
g ste
07-11-2013
This plan has been prepared for: This plan has been developed by:
McQueen Farm Inc. (09-36) Ronnie G. Kennedy Jr.
McQueen Campbell Agrimeni Services, Inc.
P.O. Box 2979 PO Box 1096
Elizabethtown, NC 28337 Beulaville 8518
[phone] 2 - 68-2648
/eveloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above.I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan
V X
Signature(owner)-u D to
Signature(manager or producer) Date
This plan meets the minimum standards and specifications 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:
ethnical Specialist Signature Date
529713 ....-Database Version 4.1.....................Date Printed:
.........---....--•----..__.......--------................._
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.
S9 Swine Farrowing-Weanling Lagoon Liquid waste generated 12,812,000 gals/year by a
4,000 animal Swine Farrow ing-Weanling Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 15396
Incorporated 18475
Injected 18475
Irrigated 15396
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied (Gallons) Deficit(Gallons)
LYear 1 15,396 38828 -23,432 25,531,615 -12,71%615
Year 2 15,396 41295 -25,899 27,002,199 -14,190,199
S 11 Swine Farrow-Feeder Lagoon Liquid waste generated 7,722,000 gals/year by a 2,000
animal Swine Farrow-Feeder Lagoon Liquid operation. This production facility has
waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 13919
Incorporated 16703
Injected 16703
Irrigated 13919
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied (Gallons) Deficit(Gallons)
Year 1 13,919 23812 -9,893 13,9395693 -6,217,693
Year 2 13,919 25233 1 -11,314 1 14,786,809 -7,064,809
----------------------------------------------------------------------------------------------------------------------------------------------------------------
Note: In source ID,S means standard source,U means user defined source.
* Max.Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
529713 Database Version 4.1 Date Printed: 07-11-2013 Source Page 1 of 1

Narrative
6/12/13
All user defined nitrogen recommendations came from previous waste plan dated 7-29-2009.
Rye,Grain may be any of the approved waste receiving winter annuals(Rye, Barley,Oats,Triticale, and
Wheat)
529713 Database Version 4.1 Date Printed: 07-11-2013 Narrative Pa
--------------------------------------------------------------------------------------------------------------------------------Ie 1 of 1
--------------.----

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where avai lab le.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
1123 171 20.52 20.52 N/A Lakeland Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 4.0 Tons
1123 F2A 12.00 12.00 N/A Lakeland Rye,Grain 35 bu.
Pearl Millett,Hay 3.6 Tons
1123 1`26 10.00 10.00 N/A Lakeland Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 4.0 Tons
1831 CPI 22.80 22.80 N/A Butters Corn,Grain 100 bu.
Rye,Grain 50 bu.
Soybeans,Double Crop 29 bu.
1831 CP2 22.80 22.80 N/A Torhunta Corn,Grain 125 bu.
Rye,Grain 55 bu.
Soybeans,Double Crop 35 bu.
1831 CP3 22.80 22.80 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
1831 CP4 22.80 22.80 N/A Butters Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
1831 STRIP 9.18 9.18 N/A Torhunta Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
1831 SUB F2 2.34 2.34 N/A Butters Corn,Grain 100 bu.
Rye,Grain 50 bu.
Soybeans,Double Crop 29 bu.
1831 SUB 174A 8.37 8.37 N/A Butters Small Grain Overseed 1.0 Tons
Hybrid Bennudagrass Pasture 5.5 Tons
1831 SUB F413 2.50 2.50 N/A Torhunta Corn,Grain 125 bu.
Rye,Grain 55 bu.
Soybeans,Double Crop 35 bu.
1834 PULL 14 7.11 7.11 N/A Torhunta Corn,Grain 125 bu.
Rye,Grain 55 bu.
Soybeans,Double Crop 35 bu.
1834 PULL 15 6.61 6.61 N/A Torhunta Corn,Grain 125 bu.
Rye,Grain 1 55 bu.
529713 Database Version 4.1 Date Printed 7/11/2013
PCs Page 1 of 3
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
Soybeans,Double Crop 35 bu.
1834 PULL l6 6.20 6.20 N/A Torhunta Corn,Grain 125 bu.
Rye,Grain 55 bu.
Soybeans,Double Crop 35 bu.
1834 PULL 17 5.46 5.46 N/A Torhunta Corn,Grain 125 bu.
Rye,Grain 55 bu.
Soybeans,Double Crop 35 bu.
1834 PULL 18 4.39 4.39 N/A Torhunta Corn,Grain 125 bu.
Rye,Grain 55 bu.
Soybeans,Double Crop 35 bu.
1834 PULL 19 1.41 1.41 N/A Torhunta Corn,Grain 125 bu.
Rye,Grain 55 bu.
Soybeans,Double Crop 35 bu.
1834 PULL 20 6.73 6.73 N/A Torhunta Corn,Grain 125 bu.
Rye,Grain 55 bu.
Soybeans,Double Crop 35 bu.
1834 PULL 21 4.80 4.80 N/A Butters Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
1834 PULL 22 4.42 4.42 N/A Butters Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
1834 SUB F1 1.08 1.08 N/A Torhunta Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.0 Tons
1834 SUB F5 0.281 0.28 N/A Butters Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
612 F2 69.07 69.07 N/A Norfolk Corn,Grain 115 bu.
Rye,Grain 60 bu.
Soybeans,Double Crop 35 bu.
Marlowe Marlowe 21.00 21.00 N/A Foreston Wheat,Grain 55 bu.
Soybeans,Manured,Full Season 40 bu.
PLAN TOTALS: 294.67 294.67
529713 Database Version 4.1 Date Printed 7/11/2013
PCs Page 2 of 3
NOTE: Symbol*means user entered data.

LI Potential Leaching Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<_ 10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
529713 Database Version 4.1 Date Printed 7/11/2013
PCS Page 3 of 3
NOTE: Symbol *means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Cornm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pphed Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1123 F 1 S9 Lakeland 20.52 20.52 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 31 25.80 0.00 529.36 0.00
1123 F 1 S 11 Lakeland 20.52 20.52 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 19 10.54 0.00 216.30 0.00
1123 FI S9 Lakeland 20.52 20.52 Hybrid Bermudagrass Hay 4.0 Tons 3/1-9/30 200 0 0 Irrig. 124 103.19 0.00 2,117.44 0.00
1123 F1 SI 1 Lakeland 20.52 20.52 Hybrid Bermudagrass Hay 4.0 Tons 3/1-9/30 200 0 0 Irrig. 76 42.16 0.00 865.19 0.00
1123 F2A S9 Lakeland 12.00 12.00 Rye,Grain 35 bu. 9/1-3/31 85 0 0 Irrig. 53 44.11 0.00 529.261 0.00
1123 F2A S 11 Lakeland 12.00 12.00 Rye,Grain 35 bu. 9/1-3/31 85 0 0 Irrig. 32 17.75 0.00 213.04 0.00
1123 172A S9 Lakeland 12.00 12.00 Pearl Millett,I-lay 3.6 Tons 4/1-9/15 198 0 0 Irrig. 123 102.36 0.00 1,228.28 0.00
1123 172A S 11 Lakeland 12.00 12.00 Pearl Millett,Hay 3.6 Tons 4/1-9/15 198 0 0 Irrig. 75 41.61 0.00 499.30 0.00
1123 F213 S9 Lakeland 10.00 10.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 31 25.80 0.00 257.97 0.00
1123 F2B S11 Lakeland 10.00 10.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 19 10.54 0.00 105.41 0.00
1123 F213 S9 Lakeland 10.00 10.00 Hybrid Bermudagrass Hay 4.0 Tons 3/1-9/30 200 0 0 Irrig. 124 103.19 0.00 1,031.89 0.00
1123 F2B S 11 Lakeland 10.00 10.00 Hybrid Bermudagrass Hay 4.0 Tons 3/1-9/30 200 0 0 Irrig. 76 42.16 0.00 421.63 0.00
1831 CPI S9 Butters 22.80 22.80 Corn,Grain 100 bu. 2/15-6/30 114 0 20 Irrig. 58 34.58 0.00 788.39 0.00
1831 CPI S I I Butters 22.80 22.80 Corn,Grain 100 bu. 2/15-6/30 114 0 20 Irrig. 36 21.46 0.00 489.35 0.00
1831 CPI S9 Butters 22.80 22.80 Rye,Grain 50 bu. 9/1-3/31 104 0 0 Irrig. 35 20.99 0.00 478.47 0.00
1831 CPI S 11 Butters 22.80 22.80 Rye,Grain 50 bu. 9/1-3/31 104 0 0 Irrig. 22 13.121 0.00 299.04 0.00
529713 Database Version 4.1 Date Printed:7/11/2013 WUT Page 1 of 10

Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient ppiied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1831 CP2 S9 Torhunta 22.80 22.80 Com,Grain 125 bu. 2/15-6/30 139 0 20 Irrig. 74 44.12 0.00 1,005.88 0.00
1831 CP2 S11 [Torhunta 22.80 22.80 Corn,Grain 125 bu. 2/15-6/30 139 0 20 Ircig. 45 26.83 0.00 611.68 0.00
1831 CP2 S9 Torhunta 22.80 22.80 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 38 22.62 0.00 515.85 0.00
1831 CP2 S11 Torhunta 22.80 22.80 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 23 13.77 0.00 314.00 0.00
1831 CP3 S9 Autryville 22.80 22.80 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 31 18.48 0.00 421.38 0.00
1831 CP3 S11 Autryville 22.80 22.80 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 1 Irrig. 19 11.33 0.00 258.27 0.00
1831 CP3 S9 Autryville 22.80 22.80 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 126 75.12 0.00 1,712.71 0.00
1831 CP3 S11 Autryville 22.801 22.80 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 761 45.31 0.00 1,033.06 0.00
1831 CP4 S9 Butters 22.80 22.80 Small Grain Overseed 1.0'rons 10/1-3/31 50 0 0 Irrig. 31 18.48 0.00 421.38 0.00
1831 CP4 S11 Butters 22.80 22.80 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 1 19 11.33 0.00 258.27 0.00
1831 CP4 S9 Butters 22.80 22.80 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 Irrig. 129 76.91 0.00 1,753.49 0.00
1831 CP4 S11 Butters 22.80 22.80 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 Irrig. 77 45.91 0.00 1,046.66 0.00
1831 STRIP S9 Torhunta 9.18 9.18 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 1 31 18.48 0.00 169.66 0.00
1831 STRIP S11 Torhunta 9.18 9.18 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 19 11.33 0.00 103.99 0.00
1831 STRIP S9 Torhunta 9.18 9.18 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 *225 0 0 Irrig. 140 83.47 0.00 766.21 0.00
1831 STRIP S11 Torhunta 9.18 9.18 Hybrid Bermudagrass Hay 1bu.
3/1-9/30 *225 0 0 brig. 85 50.68 0.00 465.20 0.00
1831 SUB F2 S9 Butters 2.34 2.34 Corn,Grain 2/15-6/30 114 0 20 Irrig. 58 34.58 0.00 80.91 0.00
1831 SUB F2 S11 Butters 2.34 2.34 Corn,Grain 2/15-6/30 114 0 20 Irrig. 36 21.46 0.00 50.22 0.00
1831 SUB F2 S9 Butters 2.34 2.34 Rye,Grain 9/1-3/31 104 0 0 Ircig. 35 20.99 0.00 49.11 0.00
1831 SUB F2 S11 Butters 2.34 2.34 Rye,Grain . 9/1-3/31 104 0 0 1 Irrig. 22 13.12 0.00 30.69 0.00
1831 SUB F4 S9 Butters 8.37 8.37 Small Grain Overseed 1.0 Tons 10/1-3/31 1 50 1 0 0 1 Irrig. 31 18.48 0.00 154.69 0.00
1831 SUB F4 SI I Butters 8.37 8.37 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 19 11.33 0.00 94.81 0.00
529713 Database Version 4.1 Date Printed: 7/11/2013 WUT Page 2 of 10

Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
R 'd Applied Applied (acre) (acre) pp
eq pp ) (Field) (Field)
(Ibs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1831 SUB F4A S9 Butters 8.37 8.37 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 Irrig. 129 76.91 0.001 643.71 0.00
1831 SUB F4A SI 1 Butters 8.37 8.37 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 Irrig. 77 45.91 0.00 384.23 0.00
1831 SUB F4B S9 Torhunta 2.50 2.50 Corn,Grain 125 bu. 2/15-6/30 139 0 20 Irrig. 74 44.12 0.00 110.29 0.00
1831 SUB F48 S11 Torhunta 2.50 2.50 Corn,Grain 125 bu. 2/15-6/30 139 0 20 brig. 451
26.83 0.00 67.07 0.00
1831 SUB F4B S9 Torhunta 2.50 2.50 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 38 22.62 0.00 56.56 0.00
1831 SUB F4B S11 Torhunta 2.50 2.50 Rye,Grain 55 bu. 9/1-3/31 111 0 0 1 brig. 23 13.77 0.00 34.43 0.00
1834 PULL 14 S9 Torhunta 7.11 7.11 Corn,Grain 125 bu. 2/15-6/30 139 0 20 brig. 74 44.12 0.00 313.67 0.00
1834 PULL 14 S11 Torhunta 7.11 7.11 Corn,Grain 125 bu. 2/15-6/30 139 0 20 Irrig. 45 26.831 0.00 190.75 0.00
1834 PULL 14 S9 Torhunta 7.1 I 7.11 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 38 22.62 0.00 160.86 0.00
1834 PULL 14 S11 Torhunta 7.11 7.11 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 23 13.77 0.00 97.92 0.00
1834 PULL 15 S9 Torhunta 6.61 6.61 Fom,Grain 125 bu. 2/15-6/30 139 0 20 Irrig. 74 44.12 0.00 291.62 0.00
1834 PULL 15 S l 1 Torhunta 6.61 6.61 Com,Grain 125 bu. 2/15-6/30 139 0 20 Irrig. 45 26.83 0.00 177.33 0.00
1834 PULL 15 S9 Torhunta 6.61 6.61 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 38 22.621 0.00 149.55 0.00
1834 PULL 15 Sl 1 Torhunta 6.61 6.61 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 23 13.77 0.00 91.03 0.00
1834 PULL 16 S9 Torhunta 6.20 6.20 Corn,Grain 125 bu. 2/15-6/30 139 0 20 Irrig. 74 44.12 0.00 273.53 0.00
1834 PULL 16 S 11 Torhunta 6.20 6.20 Corn,Grain 125 bu. 2/15-6/30 139 0 20 Irrig. 45 26.83 0.00 166.33 0.00
1834 PULL 16 S9 Torhunta 6.20 6.20 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 38 22.62 0.00 140.28 0.00
1834 PULL 16 S11 Torhunta 6.20 6.20 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 23 13.771 0.00 85.38 0.00
1834 PULL 17 S9 Torhunta 5.46 5.46 Corn,Grain 125 bu. 2/15-6/30 139 0 20 Irrig. 74 44.12 0.00 240.88 0.00
1834 PULL 17 S 1 1 Torhunta 5.46 5.46 Corn,Grain 125 bu. 2/15-6/30 139 0 20 Irrig. 45 26.83 0.00 146.48 0.00
E51834 PULL 17 S9 Torhunta 5.46
.46 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 38 22.62 0.00 123.53 0.00
1834 PULL 17 S11 Torhunta 5.46 5.46 1Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 23 13.77 0.00 75.19 0.00
529713 Database Version 4.1 Date Printed:7/11/2013 WUT Page 3 of 10

Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1834 PULL 18 S9 Torhunta 4.39 4.39 Corn,Grain 125 bu. 2/15-6/30 139 0 20 Irrig. 74 44.12 0.00 193.68 0.00
1834 PULL 18 S11 Torhunta 4.39 4.39 Corn,Grain 125 bu. 2/15-6/30 139 0 20 Irrig. 45 26.83 0.00 117.78 0.00
1834 PULL 18 S9 Torhunta 4.39 4.39 Rye,Grain 55 bu. 9/1-3/31 111 0 0 1 Irrig. 38 22.62 0.00 99.32 0.00
1834 PULL 18 S11 Torhunta 4.39 4.39 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 23 13.77 0.00 60.46 0.00
1834 PULL 19 S9 Torhunta 1.41 1.41 Corn,Grain 125 bu. 2/15-6/30 139 0 20 Irrig. 74 44.12 0.00 62.21 0.00
1834 PULL 19 S11 Torhunta 1.41 1.41 Corn,Grain 125 bu. 2/15-6/30 139 0 20 Irrig. 45 26.83 0.00 37.83 0.00
1834 PULL 19 S9 Torhunta 1.41 1.41 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 38 22.62 0.00 31.90 0.00
1834 PULL 19 S11 Torhunta 1.41 1.41 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 23 13.77 0.00 19.42 0.00
1834 PULL 20 S9 Torhunta 6.73 6.73 Corn,Grain 125 bu. 2/15-6/30 139 0 20 Irrig. 74 44.12 0.00 296.91 0.00
1834 PULL 20 S11 Torhunta 6.73 6.73 Corn,Grain 125 bu. 2/15-6/30 139 0 20 Irrig. 45 26.83 0.00 180.55 0.00
1834 PULL 20 S9 Torhunta 6.73 6.73 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 38 22.62 0.00 152.27 0.00
1834 PULL 20 Sl 1 Torhunta 6.73 6.73 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 23 13.77 0.00 92.68 0.00
1834 PULL 21 S9 Butters 4.80 4.80 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 1 Irrig. 31 18.48 0.00 88.71 0.00
1834 PULL 21 S11 Butters 4.80 4.80 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 19 11.33 0.00 54.37 0.00
1834 PULL 21 S9 Butters 4.80 4.80 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 188 0 0 Irrig. 117 69.75 0.00 334.82 0.00
1834 PULL 21 SI I Butters 4.80 4.80 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 188 0 0 1 Irrig. 71 42.33 0.00 203.18 0.00
1834 PULL 22 S9 Butters 4.42 4.42 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 31 18.48 0.00 81.69 0.00
1834 PULL 22 S11 Butters 4.42 4.42 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 19 11.33 0.00 50.07 0.00
1834 PULL 22 S9 Butters 4.42 4.42 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 1 188 0 0 1 Irrig. 117 69.75 0.00 308.31 0.00
1834 PULL 22 S11 Butters 4.42 4.42 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 188 0 0 Irrig. 71 42.33 0.00 187.09 0.00
1834 SUB F1 S9 Torhunta 1.08 1.08 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 31 18.48 0.00 19.96 0.00
1834 SUB F1 S1 I Torhunta 1.08 1.08 Small Grain Overseed 1.0 Tons 10/1-3/31 1 50 0 0 Irrig. 19 11.33 0.00 12.23 0.00
529713 Database Version 4.1 Date Printed:7/11/2013 WUT Page 4 of 10

Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1834 SUB F1 S9 Torhunta 1.08 1.08 Hybrid Bermudagrass Pasture 5.0 Tons 3/1-9/30 *168 0 0 brig. 105 62.60 0.00 67.61 0.00
1834 SUB F 1 S 11 Torhunta 1.08 1.08 Hybrid Bermudagrass Pasture 5.0 Tons 3/1-9/30 *168 0 0 brig. 63 37.56 0.00 40.56 0.00
1834 SUB F5 S9 Butters 0.28 0.28 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 31 18.48 0.00 5.18 0.00
1834 SUB F5 S 11 Butters 0.28 0.28 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 19 11.33 0.00 3.17 0.00
1834 SUB F5 S9 Butters 0.28 0.28 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 188 0 0 Irrig. 117 69.75 0.00 19.53 0.00
1834 SUB F5 S 11 Butters 0.28 0.28 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 188 0 0 Irrig. 7 l 42.33 0.00 11.85 0.00
612 F2 S9 Norfolk 69.07 69.07 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 68 40.54 0.00 2,800.12 0.00
612 F2 S l l Norfolk 69.07 69.07 Corn,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 43 25.64 0.00 1,770.66 0.00
612 F2 S9 Norfolk 69.071 69.07 Rye,Grain 60 bu. 9/1-3/31 125 0 0 Irrig. 421 25.25 0.00 1,743.90 0.00
612 F2 S11 Norfolk 69.07 69.07 Rye,Grain 60 bu. 9/1-3/31 125 0 0 Irrig. 26 15.74 0.00 1,087.10 0.00
Marlowe Marlowe S9 Foreston 21.00 21.00 Wheat,Grain 55 bu. 9/14/30 115 0 20 Irrig. 65 54.09 0.00 1,135.91 0.00
Marlowe Marlowe SI 1 Foreston 21.00 21.00 Wheat,Grain 55 bu. 9/14/30 115 0 20 Irrig. 30 16.64 0.00 349.51 0.00
Marlowe Marlowe S9 Foreston 21.00 21.00 Soybeans,Manured,Full Season 40 bu. 4/1-9/15 156 0 0 Irrig. 90 74.90 0.00 1,572.80 0.00
Marlowe Marlowe S11 Foreston 21.00 21.00 Soybeans,Manured,Full Season 40 bu. 4/1-9/15 156 0 0 Irrig. 66 36.62 0.00 768.92 0.00
Total Applied, 1000 gallons 39,471,31 t'
Total Produced, 1000 gallons 20,534.00 ;
Balance, 1000 gallons -18,937.31
"Total Applied,tons . 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column, symbol means leased,otherwise,owned. 2. Symbol *means user entered data.
529713 Database Version 4.1 Date Printed:7/11/2013 WUT Page 5 of 10

Waste Utilization Table Year 2
Nitrogen Conni Res. Manure liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1123 Fl S9 Lakeland 20.52 20.52 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 31 25.80 0.00 529.36 0.00
1123 F1 S11 Lakeland 20.52 20.52 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 19 10.54 0.00 216.30 0.00
1123 F1 S9 Lakeland 20.52 20.52 Hybrid Bermudagrass Hay 4.0 Tons 3/1-9/30 200 0 0 Irrig. 124 103.19 0.00 2,117.44 0.00
1123 F1 Sl 1 Lakeland 20.52 20.52 Hybrid Bermudagrass Hay 4.0 Tons 3/1-9/30 200 0 0 Irrig. 76 42.16 0.00 865.19 0.00
1123 F2A S9 Lakeland 12.00 12.00 Rye,Grain 35 bu. 9/1-3/31 85 0 0 Irrig. 53 44.11 0.00 529.26 0.00
1123 172A S11 Lakeland 12.00 12.00 Rye,Grain 35 bu. 9/1-3/31 85 0 0 Irrig. 32 17.75 0.00 213.04 0.00
1123 172A S9 Lakeland 12.00 12.00 Pearl Millett,Hay 3.6 Tons 4/1-9/15 198 0 0 Irrig. 123 102.36 0.00 1,228.28 0.00
1123 F2A S11 Lakeland 12.00 12.00 Pearl Millett,Hay 3.6 Tons 4/1-9/15 198 0 0 Irrig. 75 41.61 0.00 499.30 0.00
1123 F2B S9 Lakeland 10.00 10.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 31 25.80 0.00 257.97 0.00
1123 F2B Sl 1 Lakeland 10.00 10.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 19 10.54 0.00 105.41 0.00
1123 F213 S9 Lakeland 10.00 10.00 Hybrid Bermudagrass Hay 4.0 Tons 3/1-9/30 200 0 0 Irrig. 124 103.19 0.00 1,031.89 0.00
1123 F2B Sl 1 Lakeland 10.00 10.00 Hybrid Bermudagrass Hay 4.0 Tons 3/1-9/30 200 0 0 Irrig. 76 42.16 0.00 421.63 0.00
1831 CPI S9 Butters 22.80 22.80 Rye,Grain 50 bu. 9/1-3/31 104 0 0 Irrig. 29 17.17 0.00 391.48 0.00
1831 CPI S11 Butters 22.80 22.80 Rye,Grain 50 bu. 9/1-3/31 104 0 0 Irrig. 18 10.73 0.00 244.67 0.00
1831 CPI S9 Butters 22.80 22.80 Soybeans,Double Crop 29 bu. 4/1-9/15 *132 0 0 Irrig. 82 48.89 0.00 1,114.62 0.00
1831 CPI S11 Butters 22.80 22.80 Soybeans,Double Crop 29 bu. 4/1-9/15 *132 0 0 Irrig. 50 29.81 0.00 679.65 0.00
1831 CP2 S9 Torhunta 22.80 22.80 Rye,Grain 55 bu. 9/1-3/31 1 l 1 0 0 Irrig. 31 18.51 0.00 422.06 0.00
1831 CP2 S11 Torhunta 22.80 22.80 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 19 11.27 0.00 256.91 0.00
1831 CP2 S9 Torhunta 22.80 22.80 Soybeans,Double Crop 35 bu. 4/1-9/15 *132 0 0 Irrig. 82 48.89 0.00 1,114.62 0.00
1831 CP2 S11 Torhunta 22.80 22.80 Soybeans,Double Crop 35 bu. 4/1-9/15 *132 0 0 Irrig. 50 29.81 0.00 679.65 0.00
L11831 CP3 S9 Autryville 22.80 22.80 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 31 18.48 0.00 421.38 0.00
831 CP3 S1 I lAutryville 22.80 22.80 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 19 11.331 0.00 258.27 0.00
529713 Database Version 4.1 Date Printed:7/11/2013 WUT Page 6 of 10

Waste Utilization Table Year 2
Nitrogen Comm Res. Manure liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1831 CP3 S9 Autryville 22.80 22.80 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 126 75.12 0.00 1,712.71 0.00
1831 CP3 SI1 Autryville 22.80 22.80 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 76 45.31 0.00 .1,033.06 0.00
1831 CP4 S9 Butters 22.80 22.80 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 31 18.48 0.00 421.38 0.00
1831 CP4 S11 Butters 22.80 22.80 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 19 11.33 0.00 258.27 0.00
1831 CP4 S9 Butters 22.80 22.80 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 brig. 129 76.91 0.00 1,753.49 0.00
1831 CP4 S11 Butters 22.80 22.80 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 brig. 77 45.91 0.00 1,046.66 0.00
1831 STRIP S9 Torhunta 9.18 9.18 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 31 18.48 0.00 169.66 0.00
1831 STRIP S11 Torhunta 9.18 9.18 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 19 11.33 0.00 103.99 0.00
1831 STRIP S9 Torhunta 9.18 9.18 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 *225 0 0 Irrig. 140 83.47 0.00 766.21 0.00
1831 STRIP Sl 1 Torhunta 9.18 9.18 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 *225 0 0 Irrig. 85 50.68 0.00 465.20 0.00
1831 SUB F2 S9 Butters 2.34 2.34 Rye,Grain 50 bu. 9/1-3/31 104 0 0 Irrig. 29 17.17 0.00 40.18 0.00
1831 SUB F2 S 11 Butters 2.34 2.34 Rye,Grain 50 bu. 9/1-3/31 104 0 0 Irrig. 18 10.73 0.00 25.11 0.00
1831 SUB F2 S9 Butters 2.34 2.34 Soybeans,Double Crop 29 bu. 4/1-9/15 *132 0 0 Irrig. 82 48.89 0.00 114.40 0.00
1831 SUB F2 SI 1 Butters 2.34 2.34 Soybeans,Double Crop 29 bu. 4/1-9/15 *132 0 0 Irrig. 50 29.81 0.00 69.75 0.00
1831 SUB F4A S9 Butters 8.37 8.37 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 31 18.48 0.00 154.69 0.00
1831 SUB F4A SI I Butters 8.37 8.37 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 19 11.33 0.00 94.81 0.00
1831 SUB F4A S9 Butters 8.37 8.37 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 Irrig. 129 76.91 0.00 643.71 0.00
1831 SUB F4A Sl l Butters 8.37 8.37 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *206 0 0 Irrig. 77 45.91 0.00 384.23 0.00
1831 SUB F4B S9 Torhunta 2.50 2.50 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 31 18.51 0.00 46.28 0.00
1831 SUB F413 Sl 1 Torhunta 2.50 2.50 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 19 11.27 0.00 28.171 0.00
1831 SUB F413 S9 Torhunta 2.50 2.50 Soybeans,Double Crop 35 bu. 4/1-9/15 *132 0 0 Irrig. 82 48.89 0.00 122.22 0.00
1831 SUB F4B Sl l Torhunta 2.501 2.50 Soybeans,Double Crop 35 bu. 4/1-9/15 *132 0 0 Irrig. 1 50 29.81 0.001 74.52 0.00
529713 Database Version 4.1 Date Printed: 7/11/2013 WUT Page 7 of 10

Waste Utilization Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1834 PULL 14 S9 Torhunta 7.11 7.11 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 31 18.51 0.00 131.62 0.00
1834 PULL 14 S1 I Torhunta 7.11 7.11 Rye,Grain 55 bu. 9/1-3/31 111 0 0 brig. 19 11.27 0.00 80.11 0.00
1834 PULL 14 S9 Torhunta 7.11 7.11 Soybeans,Double Crop 35 bu. 4/1-9/15 *132 0 0 Irrig. 82 48.89 0.00 347.59 0.00
1834 PULL 14 S11 Torhunta 7.11 7.11 Soybeans,Double Crop 35 bu. 4/1-9/15 *132 0 0 Irrig. 50 29.81 0.00 211.94 0.00
1834 PULL 15 S9 Torhunta 6.61 6.61 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 31 18.51 0.00 122.36 0.00
1834 PULL 15 S11 Torhunta 6.61 6.61 Rye,Grain 55 bu. 9/I-3/31 111 0 0 Irrig. 19 11.27 0.00 74.48 0.00
1834 PULL 15 S9 Torhunta 6.61 6.61 Soybeans,Double Crop 35 bu. 4/1-9/15 *132 0 0 Irrig. 82 48.89 0.00 323.14 0.00
1834 PULL 15 S11 Torhunta 6.61 6.61 Soybeans,Double Crop 35 bu. 4/1-9/15 *132 0 0 Irrig. 50 29.81 0.00 197.04 0.00
1834 PULL 16 S9 Torhunta 6.20 6.20 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 31 18.51 0.00 114.77 0.00
1834 PULL 16 S11 Torhunta 6.20 6.20 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 19 11.27 0.00 69.86 0.00
1834 PULL 16 S9 Torhunta 6.20 6.20 Soybeans,Double Crop 35 bu. 4/1-9/15 *132 0 0 Irrig. 82 48.89 0.00 303.10 0.00
1834 PULL 16 S11 Torhunta 6.20 6.20 Soybeans,Double Crop 35 bu. 4/1-9/15 *132 0 0 Irrig. 50 29.81 0.00 184.82 0.00
1834 PULL 17 S9 Torhunta 5.46 5.46 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 31 18.51 0.00 101.07 0.00
1834 PULL 17 S11 Torhunta 5.46 5.46 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 19 11.27 0.00 61.52 0.00
1834 PULL 17 S9 Torhunta 5.46 5.46 Soybeans,Double Crop 35 bu. 4/1-9/15 *132 0 0 Irrig. 82 48.89 0.00 266.92 0.00
1834 PULL 17 SI1 Torhunta 5.46 5.46 Soybeans,Double Crop 35 bu. 4/1-9/15 *132 0 0 Irrig. 50 29.81 0.00 162.76 0.00
1834 PULL 18 S9 Torhunta 4.39 4.39 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 31 18.51 0.00 81.27 0.00
1834 PULL 18 S11 Torhunta 4.39 4.39 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 19 11.27 0.00 49.47 0.00
1834 PULL 18 S9 Torhunta 4.39 4.39 Soybeans,Double Crop 35 bu. 4/1-9/15 *132 0 0 Irrig. 82 48.89 0.00 214.61 0.00
1834 PULL 18 S11 Torhunta 4.391 4.39 Soybeans,Double Crop 35 bu. 4/1-9/15 *132 0 0 Irrig. 50 29.81 0.00 130.86 0.00
1834 PULL 19 S9 Torhunta 1.41 1.41 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 31 18.51 0.00 26.10 0.00
1834 PULL 19 S11 Torhunta 1.41 1.41 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 1 19 11.27 0.00 15.89 0.00
529713 Database Version 4.1 Date Printed:7/11/2013 WUT Page 8 of 10

Waste Utilization Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Appliic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
1834 PULL 19 S9 Torhunta 1.41 1.41 Soybeans,Double Crop 35 bu. 4/1-9/15 *132 0 0 brig. 82 48.89 0.00 68.93 0.00
1834 PULL 19 S11 Torhunta 1.41 1.41 Soybeans,Double Crop 35 bu. 4/1-9/15 *132 0 0 brig. 50 29.81 0.00 42.03 0.00
1834 PULL 20 S9 Torhunta 6.73 6.73 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 31 18.51 0.00 124.58 0.00
1834 PULL 20 S11 Torhunta 6.73 6.73 Rye,Grain 55 bu. 9/1-3/31 111 0 0 Irrig. 19 11.27 0.00 75.83 0.00
1834 PULL 20 S9 Torhunta 6.73 6.73 Soybeans,Double Crop 35 bu. 4/1-9/15 *132 0 0 1 Irrig. 82 48.891 0.00 329.01 0.00
1834 PULL 20 S11 Torhunta 6.73 6.73 Soybeans,Double Crop 35 bu. 4/1-9/15 *132 0 0 Irrig. 50 29.81 0.00 200.62 0.00
1834 PULL 21 S9 Butters 4.80 4.80 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 31 18.48 0.00 88.71 0.00
1834 PULL 21 S11 Butters 4.80 4.80 Small Grain Overseed 1.0"Pons 10/1-3/31 50 0 0 Irrig. 19 11.33 0.00 54.37 0.00
1834 PULL 21 S9 Butters 4.80 4.80 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 188 0 0 Irrig. 117 69.751 0.00 334.82 0.00
1834 PULL 21 SI I Butters 4.80 4.80 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 188 0 0 Irrig. 71 42.33 0.00 203.18 0.00
1834 PULL 22 S9 Butters 4.42 4.42 Small Grain Overseed LO Tons 10/1-3/31 50 0 0 Irrig. 31 18.48 0.00 81.69 0.00
1834 PULL 22 S11 Butters 4.42 4.42 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 19 11.33 0.00 50.07 0.00
1834 PULL 22 S9 Butters 4.42 4.42 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 188 0 0 Irrig. 117 69.75 0.00 308.31 0.00
1834 PULL 22 S I 1 Butters 4.42 4.42 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 188 0 0 Irrig. 71 42.33 0.00 187.09 0.00
1834 SUB F1 S9 ITorhunta 1.08 1.08 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 311 18.48 0.00 19.96 0.00
1834 SUB FI Sill Torhunta 1.08 1.08 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 19 11.33 0.00 12.23 0.00
1834 SUB F1 S9 Torhunta 1.08 1.08 Hybrid Bermudagrass Pasture 5.0 Tons 3/1-9/30 *168 0 0 Irrig. 105 62.60 0.00 67.61 0.00
1834 SUB F 1 S11 Torhunta 1.08 1.08 Hybrid Bermudagrass Pasture 5.0 Tons 3/1-9/30 *168 0 0 Irrig. 63 37.56 0.00 40.56 0.00
1834 SUB F5 S9 Butters 0.28 0.28 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 31 18.48 0.00A19--5
0.00
1834 SUB F5 S11 Butters 0.28 0.28 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 19 11.33 0.00 0.00
1834 SUB F5 S9 Butters 0.28 0.28 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 188 0 0 Irrig. 117 69.75 0.00 0.00
1834 SUB FS S11 Butters 0.28 0.28 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 188 0 0 Irrig. 71 42.33 0.00 11.85 0.00
529713 Database Version 4.1 Date Printed: 7/11/2013 WUT Page 9 of 10

Waste Utilization Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
612 F2 S9 Norfolk 69.07 69.07 Rye,Grain 60 bu. 9/1-3/31 125 0 0 Irrig. 35 20.66 0.00 1,426.82 0.00
612 F2 S11 Norfolk 69.07 69.07 Rye,Grain 60 bu. 9/1-3/31 125 0 0 Irrig. 22 12.88 0.00 889.45 0.00
612 F2 S9 orfolk 69.07 69.07 Soybeans,Double Crop 35 bu. 4/1-9/15 *168 0 0 brig. 104 62.00 0.00 4,282.53 0.00
612 F2 S11 Norfolk 69.07 69.07 Soybeans,Double Crop 35 bu. 4/1-9/15 *168 0 0 brig. 64 38.16 0.00 2,635.40 0.00
Marlowe Marlowe S9 Foreston 21.00 21.00 Wheat,Grain 55 bu. 9/1-4/30 115 0 20 Irrig. 65 54.09 0.00 1,135.91 0.00
Marlowe Marlowe S11 Foreston 21.00 21.00 Wheat,Grain 55 bu. 9/14/30 115 0 20 brig. 30 16.64 0.00 349.51 0.00
Marlowe Marlowe S9 Foreston 21.00 21.00 Soybeans,Manured,Full Season 40 bu. 4/1-9/15 156 0 0 Irrig. 90 74.90 0.00 1,572.80 0.00
Marlowe Marlowe S11 Foreston 21.00 21.00 Soybeans,Manured,Full Season 40 bu. 4/1-9/15 156 0 0 Irrig. 66 36.62 0.00 768.92 0.00
Total Applied,1000 gallons 41,789.01
Total Produced,1000 gallons 20,534.00,
Balance,1000 gallons -21,255.01
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol *means user entered data.
529713 Database Version 4.1 Date Printed: 7/11/2013 WUT Page 10 of 10

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
1123 F 1 Lakeland 0.75 1.0
1123 F2A Lakeland 0.75 1.0
1123 F2B Lakeland 0.75 1.0
1831 CP 1 Butters 0.50 1.0
1831 CP2 Torhunta 0.45 1.0
1831 CP3 Autryville 0.60 1.0
1831 CP4 Butters 0.50 1.0
1831 STRIP Torhunta 0.45 1.0
1831 SUB F2 Butters 0.50 1.0
1831 SUB F4A Butters 0.50 1.0
1831 SUB F413 Torhunta 0.45 1.0
1834 PULL 14 Torhunta 0.45 1.0
1834 PULL 15 Torhunta 0.45 1.0
1834 PULL 16 Torhunta 0.45 1.0
1834 PULL 17 Torhunta 0.45 1.0
1834 PULL 18 Torhunta 0.45 1.0
1834 PULL 19 Torhunta 0.45 1.0
1834 PULL 20 Torhunta 0.45 1.0
1834 PULL 21 Butters 0.50 1.0
1834 PULL 22 Butters 0.50 1.0
1834 SUB F 1 Torhunta 0.45 1.0
1834 SUB F5 Butters 0.50 1.0
612 F2 Norfolk 0.50 1.0
Marlowe Marlowe lForeston 0.50 1.0
529713 Database Version 4.1 Date Printed 7/11/2013 IAF Page 1 of 1
NOTE: Symbol*means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must 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
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge- Standard
Corn 120 bu 150 14.69 106.21 212.41 318.62
Hay 6 ton R.Y.E. 300 29.38 53.10 106.21 159.31
Soybean 40 bu 160 15.67 99.57 199.13 298.70
Swine Farrow-Feeder Lagoon Sludge- Standard
Corn 120 bu 150 14.69 64.00 127.99 191.99
Hay 6 ton R.Y.E. 300 29.38 32.00 64.00 95.99
Soybean 40 bu 160 15.67 60.00 119.99 179.99
-5-
29713 Database Version 4.1 Date Printed: 07-11-2013 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Stora a Capacity
Source Name Swine Farrow-Feeder Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 79
1 2 102
1 3 144
1 4 180
1 5 180
1 6 180
1 7 180
1 8 180
1 9 180
1 10 180
1 11 180
1 12 177
2 1 180
2 2 180
2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 164
2 11 149
2 12 126
*Available Storage Capacity is calculated as of the end of each month.
- - - - - -- -- - --- --------- --- -
529713 Database Version 4.1 Date Printed: 07-11-2013 Capacity Page 1 of 2

Available Waste Stora a Capacity
Source Name Swine Farrowing-Weanling Lagoon Liquid Desi n Storage Capacity(Da s
Start Date 19/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 93
1 2 122
1 3 173
1 4 180
1 5 180
1 6 180
1 7 180
1 8 180
1 9 180
1 10 180
1 11 180
1 12 179
2 1 180
2 2 180
2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 168
2 11 157
2 12 137
*Available Storage Capacity is calculated as of the end of each month.
529713 Database Version 4.1 Date Printed: 07-11-2013 Capacity Page 2 of 2

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, MRCS 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).
529713 Database Version 4.1 Date Printed: 7/11/2013 Specification Page I

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
529713 Database Version 4.1 Date Printed: 7/11/2013 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
529713 Database Version 4.1 Date Printed: 7/11/2013 Specification Page.')

(ow 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.
529713 Database Version 4.1 Date Printed: 7/11/2013 Specification Page 4

Crop Notes
The following crop note applies to field(s): CP2, PULL 14, PULL 15, PULL 16, PULL 17, PULL 18,
PULL 19, PULL 20, SUB F4B
Corn CP,Organic Soils
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book"and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool,wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 Ibs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): F2
Corn: 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. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
529713 Database Version 4.1 Date Printed: 07-11-2013 Crop Note Page 1 of 10

Corn: CP,Mineral Soil, medium leaching The following crop note applies to field(s): CPI, SUB F2
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 3040
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): CP2, PULL 14, PULL 15, PULL 16, PULL 17, PULL 18,
PULL 19, PULL 20, SUB F4B
Double-Crop Soybeans,Coastal Plain: Organic Soils
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. For soils such as-------phosphorus
should be applied at planting as phosphorus will leach from these soils. 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.
-- - - - ------------ --- ------ ---- --- - ----------- ------ -- --- -----p ------ ---g...-- ---
529713 Database Version 4.1 Date Printed: 07-11-2013 Cro Note Pa e 2 of 10

The following crop note applies to field(s): F2
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.
The following crop note applies to field(s): CP 1, SUB F2
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.
The following crop note applies to field(s): STRIP
Bermudagrass: Coastal Plain, Organic Soil
Adaptation:Not adapted.
529713 Database Version 4.1 Date Printed: 07-11-2013 Cro Note Pa e 3 of 10

The following crop note applies to field(s): F1, 17213
Bermudagrass Coastal Plain, Mineral Soil, Well Drained to Excessively Drained
Adaptation: Well-adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bulac 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 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Sulfur will be needed on
deep sands with high leaching. Apply 60 to 100 lb/ac N in the establishment year in split applications in
April and July. For established stands apply 180 to 240 lb/ac N annually in split applications, usually in
April and following the first and second hay cuts. For better soils the N rate can be increased to 300
lb/ac. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and
Utilization of Pastures and Forages in North Carolina for more information or consult your regional
agronomist or extension agent for assistance.
The following crop note applies to field(s): STRIP, SUB F1
Small Grain: Coastal Plain, Organic Soils
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
5297 t 3 Database Version 4.1 Date Printed: 07-1 1-2013 Cro Note Pa e 4 of 10

The following crop note applies to field(s): CP4, PULL 21,PULL 22, SUB F4A, SUB F5
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2"deep. Adequate depth control is
essential.Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): CP3
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-March.
tabase
-------5--29713---------------------D-a - -- --------------------------------------------------------------------p Not--------------------------------------
Version 4.1 Date Printed: 07-11-2013 Croe Pa e 5 of 10

The following crop note applies to field(s): F1, 172B
Small Grain: Coastal Plain,Mineral Soil, highly leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus recommended by a soil test report can also be applied at this
time.The recommended rate of potash should be split with 1/2 applied at planting and the other 1/2
applied when the N is topdressed in the Spring. The remaining N should be applied during the months of
February-March. The total N needed is dependent on the soil type. Apply sulfur at the rate of 5 Ibs/acre at
planting and another 20 lbs/acre with the topdress N. Plant samples can be analyzed during the growing
season to monitor the nutrient status of the oats,barley and rye. Timely management of diseases, insects
and weeds are essential for profitable oat, barley and rye production.
The following crop note applies to field(s): SUB F1
Bermudagrass: Coastal Plain, Organic Soil
Adaptation:Not adapted.
The following crop note applies to field(s): CP4, PULL 21, PULL 22, SUB F4A, SUB F5
Bermudagrass: CP,Mineral Soil, Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 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 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
-- - - p ------- -- g...........
529713 Database Version 4.1 Date Printed: 07-11-2013 Cro Note Pa e 6 of 10

The following crop note applies to field(s): CP3
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 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 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): Marlowe
Wheat: Coastal Plain,Mineral Soil, low-leachable
In the Coastal Plain,wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5%for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no-till.Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book"and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions.Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February-March. The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat.Timely
management of diseases, insects and weeds are essential for profitable wheat production.
-- ------------- --- ----------- ------ ----------- --............... -----P ------- ------ .. --
529713 Database Version 4.1 Date Printed: 07-11-2013 Cro Note Pa e 7 of l0

The following crop note applies to field(s): Marlowe
Soybeans-Full Season,Coastal Plain: Mineral Soil, low-leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. Review the
NCSU Official Variety"green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8"
drills;4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36"
rows. Increase the seeding rate by at least 10% for no-till planting. Seeding depth should be 1-1 1/2" and
adequate depth control is essential. Phosphorus and potash recommended by a soil test report can be
broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to
promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor
the overall nutrient status of the soybeans.Timely management of weeds and insects is essential for
profitable soybean production.
The following crop note applies to field(s): CP2, PULL 14, PULL 15, PULL 16, PULL 17, PULL 18,
PULL 19, PULL 20, SUB F4B
Rye,Grain: Coastal Plain, Organic Soils
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-March. The total N is
dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the
nutrient status of the oats, barley and rye.Timely management of diseases, insects and weeds are
essential for profitable oat,barley and rye production.
- ---- - -------- - ---------------------------------------------------- -----------p Note Page 8 of 10
--------------------------.............
529713 Database Version 4.1 Date Printed: 07-11-2013 Cro
-

The following crop note applies to field(s): F2
Rye,Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March. The total N is
dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the
nutrient status of the oats,barley and rye.Timely management of diseases, insects and weeds are
essential for profitable oat, barley and rye production.
The following crop note applies to field(s): CPI, SUB F2
Rye,Grain: CP,Mineral Soil, medium leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-March. The total N is
dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the
nutrient status of the oats, barley and rye.Timely management of diseases, insects and weeds are
essential for profitable oat, barley and rye production.
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
529713 Database Version 4.1 Date Printed: 07-11-2013 Crop Note Page 9 of 10

(ORN Rye,Grain: Coastal Plain, Mineral Soil, highly leachable The following crop note applies to field(s): F2A
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2"deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus recommended by a soil test report can also be applied at this
time. The recommended rate of potash should be split with 1/2 applied at planting and the other 1/2
applied when the N is topdressed in the Spring. The remaining N should be applied during the months of
February-March.The total N needed is dependent on the soil type. Apply sulfur at the rate of 5 lbs/acre at
planting and another 20 lbs/acre with the topdress N. Plant samples can be analyzed during the growing
season to monitor the nutrient status of the oats, barley and rye. Timely management of diseases, insects
and weeds are essential for profitable oat, barley and rye production.
The following crop note applies to field(s): F2A
Pearl Millett: No Comment
------- - ------------------------------------------- --------------------------------------------.......----------P------------*-a 10 of 10
--------------------- ...
529713 Database Version 4.1 Date Printed: 07-11-20 l 3 Crop Note Pa

(22 MCQUEEN FARMS
4.42AC
\ SUB FI = 1.08 AC
(21) \\\ FARM 09-36 SUB F2 = 2.34 AC
4.80AC SUB F4A = 8.37 AC
\ SUB F4B = 2.50 AC
LAGOON z6A —1 \\ SUB F5 = 0.28 AC
CPI = 22.8 AC
CP2 = 22.8 AC
CP3 = 22.8 AC
` / \ CP4 = 22.8 AC
PULL14 = 7.11 AC
\\(20 PULL15 = 6.61 AC
) / \ PULL16 = 6.20 AC
6.7aAC ; F4A 22PC. `\ PULL17 = 5.46 AC
CP4 \� PULL18 = 4.39 AC
t 22.8AC. / 0.nAC \ PULL19 = 1.41 AC
n
z.96Ac
�\ PULL20 = 6.73 AC
T` PULL21 = 4.80 AC
+6A \ PULL22 = 4.42 AC
/F4 r STRIP = 9.18 AC
�19) n 1 \
1.41AC '�, CP2\\
22.8AC.
(18, F3 , L0.6oA `\
s \
4.39AC n F \
o� \
17) \�
5.46A 16) \
8.20AC 15)
7.11AC CP1 \
J � 1.01Ac
0.33AC
6/12/2013 3t r�4 PM, 1:500
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Setdp lafoatw�-ValValleyy C('oetoen puta Control Panel Water Apph o('talwonsUBtA Minimum Application-0.114(in) HoursPer R<volutton=3.0
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ItaseA un•/. fimrr
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0.114 100.0 3.0 100.0 0.114 3.0
U.2C 57.2 S.T 90.0 0.13 3.3
` 0.30 36.. 7.9 B0.0 0.14 3.8
L 0.4C 2B.6 '_0.5 70.0 0.16 6.3
0.50 22 9 13.1 60.0 0.19 5.0
0.60 19.1 15.7 50.0 0.23 6.0
0.70 16..3 18.4 45.0 0.25 6.7
0.80 14.3 21.0 40.0 0.29 7.5
'� 0.90 12..7 23.6 I '.6.0 - 0.33 6.6
1
1 • ,' • 1-00 11.4 26.3 f0.0 0.38 10.0
1 1-25
9-2 32_6 .5.0 O.a6 22.0
121
4 1.50 7.6 39 5 0 0.57 15.0
-[i 1 75 6 5 46.2 5 0-65 17.1
I 2 00 5 7 52.6 -0 0.76 20-0
�D 1T.5 0.92 24.0
!0.0 1.14 30.0
! 1.5 1.53 40.0
Ir 5.0 2.29 60.0
i¢!d Asea Hc« Pressure LRDC Dn,v 1 nuo--------------- ---r___________.______________ 1
- r 68 8P.29,0:,: -•-o ._..... ,[ !UO 60 PSI fivut Presaur:- n y
_ Center Ctrs - YI r_
19,1 ,: 1716 ' Per A;rrl a Intel Presa::re 16 9 A 24 llaxz Float
u
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:
514.i :•.:tiv'•.:.: [sr-.: +• !JN (1r.)App tJrtpth P 1071. ii 0.01ft.1 Snw"3t Eieva`:ai ii 3.010tA!_6C 0 :'.'"'. 17_54
t [ 11 `.
: 119.4 1'•.'.?.'itl t'72!IGPit) F:M run !r-__________________________�� ___a,.______________� __���1 [ ,1.
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iart.a tu; p:vot Fl Maun, snow p.l one auzR�. ono 9" meow, and gun a-r. x.l•r.q, ::zs eL:ppa9e, u r sure, SYdd
Aprini ts[ YaCiige ]nallllatlta, ww1 c pKiLr, Mn[er OYlva M.r;uf ,MaaQae '!.nt at d[SW mOt O[ fraqunnCYi iP. .
:i nuts-ar�.a C.roM Va llwyn t'a eta snna6la ennvni:. Va 4rnt uAorw.nA. agnf tur!ny tnc as rh]na !,. nt Innet w. CaAI{
lime Taa<[-1Qi21r141)
_,.v.,. •r�lS:afaAi♦n,*1MA4,.�...

Chart valmont
Valley Dealer Customer
ED BULLARD IRRIGATION MCQUEEN FARMS
3315 Hayfield Rd P.O. Box 2979
PO Box 85 Elizabethtown, NC 28337
Wade, NC 28395 USA
USA FVall ylril'bna office
Dealer No. Field Name
00002068 " '
Page Road
Parent Order No . 10555825 Dealer PO
Sprinkler Order No . 10555826 Order Date 11/29/2006
Promise Date 12/04/2006
Plant Valley Systems/Parts Method Of Shipment W/SYS
3 Span Valley Standard Pivot 8000
Machine Flow 400GPM
Pivot Pressure 60 PSI
Cover Sheet - 11/29/2006 Page 1
(►' C)

Parent Order No 10555825 Dealer ED BULLARD IRRIGATION Sprinkler Order No 10555826
Customer MCQUEEN FARMS
Field Name Page Road
Valley Standard Pivot 8000 Machine Summary
Pressure Loss
r________________________________________________________________�
Pipe Pipe Pipe Loss l ;
Length Ft I.D. In Finish C-Factor PSI �e Komet SR End Gun
0.79.79 Nozzle ;
514.1 6.42 Weathering Steel 150 1.4 Booster Pump
Total= 1.4 ;
Span Flow Advanced Options
Span Irrigated Rqd Act Rqd Act (Drain Sprinkler = Benninger Directional I
,Last Sprinkler Coverage = 1.0 ft '
Number Length Acres GPM GPM GPM/Acre GPM/Acre 8 Deviation I
-� (Sprinkler Coverage Length = 515.1 ft ,
1 111.5 1.3 17.5 19.6 13.53 15.12 11.7 !Use Last Coupler= YES
2 180.1 5.9 79.5 79.5 13.53 13.54 0.1 (Minimum Mainline Pressure = 6.0 PSI 1
L_____________________________
3 179.8 10.5 142.5 142.3 13.53 13.51 -0.2
OM 18.1 1.3 18.9 19.3 14.29 14.60 2.1 Shipping Options
EG 102.4 8.3 121.8 132.5 14.59 15.88 8.8 (Ship Drop Hardware
;Ship Endgun Nozzle I
Totals 27.3 393.2 ;Ship Endgun & Hardware I
Drain Sprinkler 9.6 9.1 jDo not ship Endgun valve / Nozzle Valve Hardware ;
!Do not ship Boosterpump Hardware
Total Machine Flow 402.3 ;
L_______________________________________________________________________J
Cover She '/29/2006 Pgge 3
C,

Parent Order No 10555825 Dealer ED BULLARD IRRIGATION Sprinkler Order No 10555826
Customer MCQUEEN FARMS
Field Name Page Road
Valley Standard Pivot 8000 Sprinkler Chart Disclaimer
WARRANTY
The information presented in the attached Default Sprinkler Report, Setup Sprinkler Report, and Percent Timer Report is based on
variables which cannot be totally controlled by Valmont (including, but not limited to; pivot pressure, inside pipeline surface, end gun
throw, end gun arc setting, tire slippage, tire pressure, field slopes, soil variations, sprinkler package installation, well capacity,
center drive motor voltage, center drive motor frequency, climatic conditions and other elements and circumstances beyond Valmont's
reasonable control) . Valmont makes no warranty for this sprinkler package's uniformity and/or distribution of water or chemicals,
accuracy or consistency of the application depth, and machine rotation time. Furthermore, Valmont makes no representations or
recommendations as to percentage timer settings, water application rates, irrigation scheduling, and other similar or dissimilar
irrigation/farm management decisions.
LIABILITY
The responsibility and obligations lie with the end user to determine if the sprinkler package/report received matches the machine
configuration and field conditions (including but not limited to: sprinkler type, sprinkler spacing, sprinkler height, pressure regulator
type, crop, soil type, span lengths, last regular drive unit tire type, last regular drive unit motor, and pipe diameters) . VALMONT
ASSUMES NO LIABILITY OF WHATSOEVER NATURE OR KIND FOR CROP LOSSES OR OTHER DAMAGES (INCLUDING CONSEQUENTIAL DAMAGES) CAUSED BY THIS
SPRINKLER PACKAGE.
SPRINKLER REPORT GENERAL INFORMATION
Sprinkler reports are created using information from the Sprinkler Order Transmittal received or as given verbally to a Valmont Customer
Service/Parts Representative and is considered by Valmont to be accurate.
Pivot tower length begins at the center of the riser pipe inlet and ends at the center of a flex joint. Intermediate length span begins
and ends at the center of a flex joint. Last span length begins at the center of a flex joint and ends at the last pipe flange.
Pivot pressure begins at the first coupler on the pipeline downstream of the pivot elbow. End pressure stated by the report will be
within a range of -0 to +1.1 PSI of the specified end pressure at the end of the machine pipeline. Calculated pressure stated by the
report will be within a range of -0 to +1.1 PSI of the minimum sprinkler pressure specified by Valmont or its sprinkler suppliers.
Pipeline pressure and drop length stated by the report for an under truss span are adjusted for elevation change due to crown height,
tire size and drive unit profile.
Calculated sprinkler ground clearance extends from the ground surface up to the point where the water exits the sprinkler.
Highest elevation stated by the report is prorated over the first 30% of machine length with the remaining machine length at the highest
elevation and is only used with sprinkler packages containing pressure regulators.
Non-pressure regulated machines are considered to be on level ground. Pressure regulators will have a minimum inlet pressure of 5 PSI
plus their nominal pressure rating.
End gun coverage area can be over watering or under watering based upon end gun nozzle size and/or booster pump flow limitations. An
auxiliary end gun will be specified by the sprinkler report when requested by the customer and the end gun required flow is at least 10%
greater than the maximum flow of the primary end gun.
The Percent Timer report is based upon typical operating conditions. Valmont recommends monitoring the machine for at least one pass
through field to obtain an accurate rotation time.
Water application rates and rotation times may vary with a corner machine operating in chemigate mode.
\ Page 1
Disclaims /29/2006 )

Parent Order No 10555825 Dealer ED BULLARD IRRIGATION Sprinkler order No 10555826
Customer MCQUEEN FARMS
Field Name Page Road
Valley Standard Pivot 8000 Installation Summary
Spk Confia# I
Valley U-Pipe 6 Galvanized 3/4 M NPT x 3/4 F NPT
Valley Poly Drop Variable Length 60"Ground Clr
Valley Regulator PSR 30 3/4 F NPT
Nelson TR3000 D4-Green 3/4 M NPT
Out Drop Spk Nozzle Out Drop Spk Nozzle Tower No 3
No Length No Size No Length No Size 1 96 27 #37
1 Gauge 13 126 13 #30 2 102 28 4133
2 Plug 14 Plug 3 Drain 29 #13
3 Plug 15 126 14 #31 Overhang
Spk Config #1 16 Plug SR101 0.79
PSR 30A 17 114 15 11132
4 108 1 #16 18 Plug
5 Plug 19 102 16 #33
6 114 2 4116 20 Plug
7 Plug Tower No 2
8 114 3 #16 1 96 17 #35
9 Plug 2 Plug
10 114 4 #18 3 108 18 #35
11 Plug 4 Plug
12 108 5 it 19 5 120 19 #36
13 Plug 6 Plug
14 102 6 #21 7 126 20 #37
15 Plug 8 Plug
Tower No 1 9 132 21 #38
1 96 7 #23 10 Plug
2 Plug 11 132 22 #39
3 108 8 #24 12 Plug
4 Plug 13 126 23 #40
5 120 9 #25 14 Plug
6 Plug 15 126 24 #41
7 126 10 #27 16 Plug
8 Plug 17 114 25 #41
9 132 11 #28 18 Plug
10 Plug 19 102 26 #42
11 132 12 1129 20 Plug
12 Plug 21 B.P.
Page 1
Installation -. /29/2006 �� -

Parent Order No 10555825 Dealer ED BULLARD IRRIGATION Sprinkler Order No 10555826
Customer MCQUEEN FARMS
Field Name Page Road
Valley Standard Pivot 8000 Machine Sprinkler Chart
Cpl Dist Spk Dist Nozzle Color Spk Wear Drop Regulator Line Spk Rqd Act
No From No Last Size Model Pad Length PSI PSI GPM GPM
Pivot Spk
60.0
1 5.5 Gauge
2 14.5 Plug
3 23.5 Plug
EM
Sprinkler Nelson Rotator
4 32.5 1 16 Lavender TR3000 D4-Green 108 PSR 30A 59.9 32.0 1.1 2.5
5 41.5 9.0 Plug
6 50.5 2 18.0 16 Lavender TR3000 D4-Green 114 PSR 30A 59.2 32.0 1.8 2.5
7 59.5 9.0 Plug
8 68.5 3 18.0 16 Lavender TR3000 D4-Green 114 PSR 30A 59.1 31.9 2.4 2.5
9 77.5 9.0 Plug
10 86.5 4 18.0 18 Gray TR3000 D4-Green 114 PSR 30A 59.1 31.9 3.0 3.1
11 95.4 8.9 Plug
12 104.4 5 17.9 19 Gray/Turquoise TR3000 D4-Green 108 PSR 30A 59.1 31.8 3.7 3.5
13 113.4 9.0 Plug
14 122.4 6 18.0 21 Turq/Yellow TR3000 D4-Green 102 PSR 30A 59.3 31.7 4.3 4.2
15 131.4 9.0 Plug
136.0 Tower Number : 1 Span Length : 135.0 _ _ __
------16 -140.7---------------------18.3--.------------------23-----------------------Yellow/Red--------------------------'TR3000--------------------------D4-Green-------------9fi-------------------PSR30A.._..._----- 59.4---31.7- 5.0---5�.i...
17 149.7 9.0 Plug
18 158.7 8 18.0 24 Red TR3000 D4-Green 108 PSR 30A 58.9 31.6 5.6 5.6
19 167.7 9.0 Plug
20 176.7 9 18.0 25 Red/White TR3000 D4-Green 120 PSR 30A 58.5 31.5 6.2 6.0
21 185.7 9.0 Plug
22 194.7 10 18.0 27 White/Blue TR3000 D4-Green 126 PSR 30A 58.2 31.4 6.8 7.0
23 203.7 9.0 Plug
24 212.7 11 18.0 28 Blue TR3000 D4-Green 132 PSR 30A 58.1 31.3 7.5 7.6
25 221.7 9.0 Plug
26 230.6 12 17.9 29 Blue/Dark Brown TR3000 D4-Green 132 PSR 30A 58.0 31.2 8.1 8.2
27 239.6 9.0 Plug
28 248.6 13 18.0 30 Dark Brown TR3000 D4-Green 126 PSR 30A 58.0 31.1 8.7 8.7
29 257.6 9.0 Plug
Default Si C:r Chart- 11/29/2006 1

Parent Order No 10555825 Dealer ED BULLARD IRRIGATION Sprinkler order No 10555826
Customer MCQUEEN FARMS
Field Name Page Road
Valley Standard Pivot 8000 Machine Sprinkler Chart
Cpl Dist Spk Dist Nozzle Color Spk Wear Drop Regulator Line Spk Rqd Act
No From No Last Size Model Pad Length PSI PSI GPM GPM
Pivot Spk
30 266.6 14 18.0 31 Dk Brown/Orange TR3000 D4-Green 126 PSR 30A 58.2 31.0 9.3 9.2
31 275.5 8.9 Plug
32 284.5 15 17.9 32 Orange TR3000 D4-Green 114 PSR 30A 58.9 30.8 10.0 9.9
33 293.5 9.0 Plug
34 293.5 16 18.0 33 Orange/Dk Green TR3000 D4-Green 102 PSR 30A 58.8 30.6 10.7 10.5
35 311.5 9.0 Plug
316.1 Tower Number . 2 Span Length . 180.1 _.-----------------------........---------•-----------------------------------------
------3 6---------0.8--------�-----.-----:-3-----------------------5-------------------k--Green--Purple-----------------..-..-------TR 3000--•-•----------------------D4-Green----.......96 PSR 30A 59.0 30.5 11.4 11.7
37 329.8 9.0 Plug
38 338.8 18 18.0 35 Dk Green/Purple TR3000 D4-Green 108 PSR 30A 58.5 30.4 11.9 11.7
39 397.8 9.0 Plug
40 356.8 19 18.0 36 Purple TR3000 D4-Green 120 PSR 30A 58.1 30.2 12.5 12.3
41 365.8 9.0 Plug
42 374.8 20 18.0 37 Purple/Black TR3000 D4-Green 126 PSR 30A 57.9 30.0 13.2 13.1
43 383.8 9.0 Plug
44 392.8 21 18.0 38 Black TR3000 D4-Green 132 PSR 30A 57.7 29.8 13.8 13.8
45 401.8 9.0 Plug
46 410.7 22 17.9 39 Black/Dk Turq TR3000 D4-Green 132 PSR 30A 57.7 29.6 14.4 14.5
47 419.7 9.0 Plug
48 428.7 23 18.0 40 Dk Turquoise TR3000 D4-Green 126 PSR 30A 57.7 29.4 15.1 15.2
49 437.7 9.0 Plug
50 446.7 24 18.0 41 Dk Turq/Mustard TR3000 D4-Green 126 PSR 30A 57.9 29.2 15.6 16.0
51 455.6 8.9 Plug
52 464.6 25 17.9 41 Dk Turq/Mustard TR3000 D4-Green 114 PSR 30A 58.2 29.1 16.3 16.0
53 473.6 9.0 Plug
54 482.6 26 18.0 42 Mustard TR3000 D4-Green 102 PSR 30A 58.5 28.9 16.9 16.7
55 491.6 9.0 Plug
56 495.4 12.8 B.P.
496.0 Tower Number : 3 Span Length : 179.8
---_._._._----_._.....-__.-. --_...._---------------------------------- -------------.- .........- ------------- ---.....--.--.--------�_...._ _- -- ----......._
----------
--------------------------------------------------_._.._------------...._--------....._____.__...---------.._.._ .. 58.8 3 0.0 13.1 13.1
57 500.4 27 17.8 37 Purple/Black TR3000 D4-Green 96 PSR 30A
58 509.6 28 9.2 33 Orange/Dk Green TR3000 D4-Green 102 PSR 30A 58.6 30.7 10.1 10.5
Sprinkler : Senninger Spray
---------------------------
2
Default S !r Chart- 11/29/2006

Parent Order No 10555825 Dealer ED BULLARD IRRIGATION Sprinkler Order No 10555826
Customer MCQUEEN FARMS
Field Name Page Road
Valley Standard Pivot 8000 Machine Sprinkler Chart
Cpl Dist Spk Dist Nozzle Color Spk Wear Drop Regulator Line Spk Rqd Act
No From No Last Size Model Pad Length PSI PSI GPM GPM
Pivot Spk
58.6 58.6 9.6 9.1
59 513.1 29 3.5 13 white Directional
514.1 Overhang Span Length 18.1
Sprinkler__rKomet_Endgun
60 514.1 30 1.0 0.79 SR101 58.6 56.5 121.8 132.5
Endgun Arc Settings: Forward Angle: 45 Reverse Angle: 85 402.3
3
Default Sl C,r Chart- 11/29/2006

Parent Order No 10555825 Dealer ED BULLARD IRRIGATION Sprinkler Order No 10555826
Customer MCQUEEN FARMS
Field Name page Road
Valley Standard Pivot 8000 Percent Timer Data
Based on Inches Based on%Timer
Inches Per Pivot Hours Per Pivot Inches Per Hours Per
360 Degress, In % Timer 360 Degrees % Timer 360 Degress, In 360 Degrees
0.103 100.0 3.2 100.0 0.103 3.2
0.20 51.6 6.2 90.0 0.11 3.6
0.30 34.4 9.3 80.0 0.13 4.0
0.40 25.8 12.4 70.0 0.15 4.6
0.50 20.6 15.5 60.0 0.17 5.3
0.60 17.2 18.6 50.0 0.21 6.4
0.70 14.7 21.8 45.0 0.23 7.1
0.80 12.9 24.8 40.0 0.26 8.0
0.90 11.5 27.8 35.0 0.29 9.1
1.00 10.3 31.1 30.0 0.34 10.7
1.25 8.3 38.6 25.0 0.41 12.8
1.50 6.9 46.4 20.0 0.52 16.0
1.75 5.9 54.2 17.5 0.59 18.3
2.00 5.2 61.5 15.0 0.69 21.3
12.5 0.83 25.6
10.0 1.03 32.0
7.5 1.38 42.7
5.0 2.06 64.0
Field Area
Flow Pressure LRDU Drive Train
------------------ ------------------------- ------------------------
---- ------- 60 PSI Pivot Pressure ; ; 68 RPM Center Drive @ 60 Hz freq.
27.4 Acres Total 400 Gallons Per Minute '
i Acres• Pivot 360� i Inlet Pressure ; ; 16.9 x 24 Maxi Float Tire ;
19.1 14.59 GPM/Acre , '
i Ft. Highest Elevation 52:1Wheel GB Ratio, LRDU Dist 496.0 Ft. it
8.3 Acres: EG On 100% ; ; 0.77 In/Day App Rate , , 0.0 g
514.1 Ft. Machine Length ; 0103 In. App Depth @ 100�
Ft. Lowest Elevation ' ' 3 2 Hrs/360 @ 100% ( 16.36 ) Ft/Min ;
0.0
L-------------- -------1 L---------------------------------------------------�
' 102.4 Ft. End Gun Radius ; ; 132.5 GPM End Gun --'"'
---------------------------------= =-----------------------------------
Disclaimer
The information presented in the attached Percent Timer Report is based on variables which cannot be totally controlled by Valmont
(including, but not limited to; pivot pressure, inside pipeline surface, end gun throw, end gun arc setting, tire slippage, tire
pressure, field slopes, soil variations, sprinkler package installation, well capacity, center drive motor voltage, center drive motor
frequency, climatic conditions and other elements and circumstances beyond Valmont's reasonable control)
Valmont recommends monitoring the machine for at least one pass through field to obtain an accurate rotation time.
Percent T' - 11/29/2006 Page 1

Parent Order No 10555825 Dealer ED BULLARD IRRIGATION Sprinkler Order No 10555826
Customer MCQUEEN FARMS
Field Name Page Road
Valley Standard Pivot 8000 Machine Summary
Span and Overhang Field Area Flow
--n r-----------------------------------
Length Pipe Coupler D. U. I 27.4 Acres Total ; ; 400Gallons Per Minute
Model Qty Ft O.D. In Spacing Qty Profile Tire 19 1 Acres• Pivot 3600 ; ; 14.59 GPM/Acre
8000 1 135.2 6 5/8 108 15 Standard 16.9 x 24 Maxi Float 8.3 Acres• EG On 100% 0.77 In/Day App Rate
8000 2 180.0 6 5/8 108 20 Standard 16.9 x 24 Maxi Float ; 514.1 Ft. Machine Length ; 0.103 In. App Depth @ 100%
8000 1 18.0 6 5/8 110 3 102.4 Ft. End Gun Radius 132.5 GPM End Gun
=---------------------------------= '-------------------------------------'
Messages Pressure LRDU Drive Train '
r------------------------------------I r---------------------------------------------------
�
60 PSI Pivot Pressure i i 68 RPM Center Drive @ 60 Hz freq.
Caution:
None ; Inlet Pressure 1 116.9 x 24 Maxi Float Tire
0.0 Ft. Highest Elevation 52:l Wheel GB Ratio, LRDU Dist 496.0 Ft.
Dealer: 00 Ft. Lowest Elevation 32 Hrs/3600 @ 100% ( 16.36 ) Ft/Min I
None '
L------------------------------------! L---------------------------------------------------�
Sprinkler--Available Outlets
Sprinkler Configuration Range (ft)
Valley U-Pipe 6 Galvanized 3/4 M NPT x 3/4 F NPT Outlets --
4,54,1 I
Valley Poly Drop Variable Length 60" Ground Clr 57,58 h
Valley Regulator PSR 30 3/4 F NPT
Nelson TR3000 D4-Green 3/4 M NPT
Page 2
Cover She— '•/29/2006
_ J

1- !
Wettable Acreage Determination For Existing Irrigation System
McQueen Farr", Inc. Facility No: 9-36
Hard Hose Traveling Gun: Reel Rain with 960 ft.hose.
Pull Ac. StopArea Start Area" Pull" Total Ac.***
Hydrant Field Lane S c. Wet.Dia. Pull Length u
1 1831-213 300 330 880 6.36 0.00 0.96 1.00 7.32
2 1831-213 300 330 870 5.99 0.00 0.95 1.00 6.94
3 1831213 300 330 850 5.85 0.00 0.95 1.00 6.80
4 18312B 300 330 850 5.85 0.00 0.95 1.00 6.80
5 1831213 300 330 850 5.85 0.00 0.95 0.88 5.99
6 1831-213 300 330 850 5.85 0.00 0.95 1.00 6.80
7A 1831-213 300 330 850 5.85 0.00 0.95 0.21 1.43
7B 1831-2A 300 330 850 5.85 0.00 0.95 0.79 5.38
8 1831-2A 300 330 840 5.79 0.00 0.95 1.00 6.74
9 1831-2A 300 330 840 5.79 0.00 0.95 1.00 6.74
10A 1831-4 275 330 840 5.30 0.00 0.91 1.00 6.21
11A 1831-4 250 330 960 5.51 0.00 0.84 0.77 4.89
12A 1831-4 250 330 550 3.16 0.00 0.84 1.00 4.00
13A 1831-4 250 330 590 3.93 0.00 0.84 0.50 2.38
1013 1831-4 300 330 550 3.98 0.00 0.00 1.00 3.98
11 B 1831-4 300 330 620 4.27 0.00 0.00 1.00 4.27
12B 1831-4 300 330 690 4.75 0.00 0.00 1.00 4.75
13B 1831-4 300 330 540 3.90 0.80 0.00 1.00 4.70
14 1834-3 300 330 850 6.15 0.00 0.96 1.00 7.11
15 1834-3 300 330 960 6.61 0.00 0.00 1.00 6.61
16 1834-3 300 330 900 6.20 0.00 0.00 1.00 6.20
17 1834-3 300 330 680 4.68 0.78 0.00 1.00 5.46
18 1834-3 300 330 500 3.44 0.95 0.00 1.00 4.39
19 1834-3 300 330 1 0.01 0.80 0.96 0.80 1.41
20 1834-1 300 330 930 6.73 0.00 0.00 1.00 6.73
21 1834-5 300 330 420 3.04 0.80 0.96 1.00 4.80
22 1834-5 300 330 520 3.76 0.80 0.96 0.80 4.42
143.25
"Start Area has been reduced accordingly for pulls with less than a full throw of gun in the start area.
"Pull is a factor adjusting for the throw of the gun. A value of 1 is a full throw of gun,0.5 is a half throw of gun.
***Total Acreage is the sum of Pull Acreage,Stop Area,and Start Area multiplied by Pull factor.
Wetted Diameter of 330 feet is achieved with a 1.18 in ring nozzle at 70 psi.
. ) - � 2
2� _ N
3
� 132
i� 2-
I 1 a 132,

(2z
MCQUEEN FARMS
4.42AC \
\ SUB Fl = 1.08 AC
(z1) \\\ FARM 09-36 SUB F2 = 2.34 AC
a 6oAC SUB F4A = 8.37 AC
SUB F48 = 2.50 AC
LAGOON \\\\ SUB F5 = 0.28 AC
3.35AC \ CPI = 22.8 AC
\ CP2 = 22.8 AC
/1..OBAAC --_��� �� \\ CP3 = 22.8AC
CP4 = 22.8 AC
1 PULL14 = 7.11 AC
PULL15 = 6.61 AC
PULL16 = 6.20 AC
I
CP3 \\ PULL17 = 5.46 AC
CP4 F4A 22.3
22.3AC \\ PULL18 = 4.39 AC
.
n I � onAc \ PULL19 = 1.41 AC
296AC �\ \\ PULL20 = 6.73 AC
\/ �\ w PULL21 = 4.80 AC
- F4 B _ \ PULL22 = 4.42 AC
�\ STRIP = 9.18 AC
2.69AC \��\ ;' \\ -
35A 6.72AC/1 \
\
1.41Ac CP2�I'
2222-6AC. If \
0 \\
(18) F3 LI V_so^c
4.39AC (1 F • \�\
17) \`�\
s.46A 16) __ `\ \\
s.zaAc 15) (14) \0.saAc� \\\
6.61AC I
711AC \ul CPl n \\
22.9AC.
r
1.01AC
0.33AC /
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Sheet2
Wettable Acreage Determination For Existing Irrigation System
McQueen Farm, Inc. Facility No: 9-36
Make, Model and Type of Equipment: Reel Rain traveler w/3.54"x965' hose w/Nelson 150
Hydrant Field Lane Spac. Wet. Dia. Pull Length Pull Ac. Stop Area Start Area* Pull** Total Ac.***
1 Strip 300 300 770 5.30 0 0.95 0.5 3.13
2 Strip 300 300 770 5.30 0 0.95 0.5 3.13
3 Strip 300 300 770 5.30 0 0.95 0.5 3.13
TOTAL 9.39
*Start Area has been reduced accordingly for pulls less than a full throw of gun in the start area.
**Pull is a factor adjusting for the throw of the gun. A value of 1 is a full throw of gun, 0.5 is a half throw of gun.
***Total Acreage is the sum of Pull Acreage, Stop Area, and Start Area multiplied by Pull factor.

Sheet2
Wettable Acreage Determination For Existing Irrigation System
McQueen Farm, Inc. Facility No: 9-36
Make, Model and Type of Equipment: Reel Rain traveler w/3.54"x965' hose w/Nelson 150
Hydrant Field Lane Spac. Wet. Dia. Pull Length Pull Ac. Stop Area Start Area* Pull** Total Ac.***
1 Strip 300 300 770 5.30 0 0.95 0.5 3.13
2 Strip 300 300 770 5.30 0 0.95 0.5 3.13
3 Strip 300 300 770 5.30 0 0.95 0.5 3.13
TOTAL 9.39
*Start Area has been reduced accordingly for pulls less than a full throw of gun in the start area.
**Pull is a factor adjusting for the throw of the gun. A value of 1 is a full throw of gun, 0.5 is a half throw of un.
p y factor
***Total Acreage is the sum of Pull Acreage, Stop Area, and Start Area multiplied b Pull fa g
.

/
2000 SOWS FARROW M FEEDER
MCQUE N FARMS, INC.
ELIZABEMI-OWN, NORTH CAROLINA
BLADEN COUNTY
IRECPIQLS TO PROPERTY:
.}.d 1 I t 1 r 1700
119A
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1712
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303 EAST COLLEGE STREET • P.O. BOX 487 • WARSAW. N C. 28398.048' OFFICE: (9191 293-2181 FAX [phone]
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or CONSERVATION PLAN MAP
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COUMy A&4 O� State y4f —D 14
Approximate acres Approximate scale
Plan identification Photo number
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I

� x
Animal waste lagoons are designed with permanent storage
(waste treatment volume) and temporary storage.
The designed 6 month temporary storage is an estimated
volume based on: 1) waste from animals; 2) excess rainfall
after evaporation; and 3) the largest 24 hour (one day)
rainfall that occurs on the average of once every 25 years.
The volume of waste generated from a given number of animals
will be fairly constant throughout the year and from year to
year. The excess, rainfall will vary greatly during the year
and from year to year. This estimate is based on 7 inches
of excess rainfall which is equal to or exceeds the highest
6 months excess in a year. The average annual excess
rainfall is approximately-8 inches. Therefore, an average
of 8 inches of excess rainfall will need to be pumped each
year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must
always be available. A maximum elevation is determined in
each design to begin pumping and this is usually the outlet
invert of pipe from building(s) . If the outlet pipe is not
installed on the elevation to begin pumping, a permanent
marker must be Installed on this elevation to indicate when
pumping should begin. After initial filling of lagoon, a
minimum 6 feet depth must be maintained for anerobic
treatment of waste. An elevation must be established to
stop pumping to maintain the minimum treatment depth.
Pumping can be started or stopped anytime between these two
elevations for operating convenience so long as site
conditions permit (conditions are weather, soil , crop, and
equipment to apply waste to prevent runoff or leaching) .
For this lagoon the maximum elevation ,to begin pumping is
(�3 3 feet and the minimum elevation to pump to is /.� feet.
The design temp��oJr�ary storage, less 25 year storm,
cubic feet orZ�7`f5� volumeallons. As stated before, this volume
will vary considerably from year to year.
This lagoon is designed to flush buildings with recycled
lagoon liquid, and fresh water should not be used for
flushing after initial filling.
n

v
OPERATION AND MAINTENANCE PLAN
r:
This lagoon is designed for waste treatment with minimum odor
control . The time required for the planned fluid level to be
reached may vary due to soil conditions , flushing operations , and
the amount of fresh water added to the system.
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 runoff from the field or damage
to crops .
The following items are to be carried out:
1 . Ir_ 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 .
2 . The attached waste utilization plan shall be followed . This
plan recommends sampling and testing of waste (see Attachment B)
before land application .
3 . Begin pump—out of the lagoon when fluid level reaches eleva—
tion 43 . 3 as marked by permanent markers . Stop pump—out when
the fluid level reaches elevation 41 . 0 or before fluid depth is
less than 6 feet deep ( this prevents the loss of favorable
bacteria) .
4 . The recommended maximum amount to apply per irrigation is
one ( 1) inch and the recommended maximum application rate is 0 . 4
inch 'per hour .
S . Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually . Vegetation should be fertilized as needed
to maintain a vigorous stand .
6 . Repair- any eroded areas or areas damaged by rodents and
osLablish in vegetation .
7 . All surface runoff is to be diverted from the lagoon to stable
outlets .
S . The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United Stares . The Department_ of
Environment, Health , and Natural Resources , Division of Environ—
mental Management , has the responsibility for enforcing this law.

,
: rator : McQueen Farms Inc . County : Bladen Date : 05/26 /92
_ nce to nearest residenFe (other than owner) : 3500 . 0 feet
STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs . = 0 lbs
2000 sows (farrow to feeder) x 522 lbs . = 1044000 lbs
0 head (finishing only) x 135 lbs . = 0 lbs
0 sows ( farrow to wean) x 433 lbs . = 0 lbs
0 head (wean to feeder) x 30 lbs . = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 1044000 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1044000 lbs . SSLW x Treatment Volume (CF) /lb . SSLW
Treatment Volume (CF) /lb . SSLW= 1 CF/lb . SSLW
Volume = 1044000 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 . 0 cubic feet ; "Owner requests no sludge storage .
Sludge will be removed as needed . "
TOTAL DESIGN VOLUME
Inside top length 635 . 0 feet Inside top width 300 . 0 feet'
Top of dike at elevation 45 . 0 feet
Freeboard 1 . 0 feet ; Side slopes 3 . 0 : 1 ( Inside lagoon)
Total design lagoon liquid level at elevation 44 . 0 feet
Bottom of lagoon elevation 34 . 0 feet
Seasonal high water table elevation 40 . 0 feet
Total design volume using prismoidal formula
SS/ENDL SS/EN02 SS /SIOE1 SS/.SIOE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 . 0 629 . 0 294 . 0 10 . 0
AREA OF TOP
LENGTH * WIDTH =
629 . 0 294 . 0 184926 . 0 ( AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
569 . 0 234 . 0 133146 . 0 (AREA OF BOTTOM)
AREA OF MIDSECTION "
LENGTH * WIDTH * 4
599 . 0 264 . 0 632544 . 0 (AREA OF MIDSECTION * 4 )
CU . FT . _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
184926 . 0 632544 . 0 133146 . 0 1 • 7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUIO LEVEL = 1534360 CU . FT .

� � N
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA :
Lagoon ( top of dike) t
Length * Width =
635 . 0 300. 0 190500 . 0 , square feet
Buildings (roof and lot water )
Length * Width =
0 . 0 0 . 0 9. 0 square feet
TOTAL DA 190500 . 0 square feet
Design temporary storage period to be 180 days .
A . Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0 . 00136
Volume = 1044000 Lbs . SSLW * CF of Waste/Lb . /Day 180 days
Volume = 254951 cubic feet
B . Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A .
Volume = 0 . 0 gallons/day 180 days storage/7 . 48 gallons
per CF
Volume = 0 . 0 cubic fear_
C . 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 = 111125 . 0 cubic feet

v
5p. Volume of 25 year — 24 hour storm
Volume = 7 . 0 inches
/ 12 inches per foot OA
Volume = 111125 . 0 cubic feet:
TOTAL REQUIRED TEMPORARY STORAGE
5A . 254951 cubic feet
58 .
© C,Ubic feet
5C . 111125 cubic feet
1111z`5 cubic_- feet
TOTAL 477201 cubic feet:
G - ill A?'!
T,)tal required volume 1511201 C:Llb1C foo ,-
Total design volums avail . 1S84350 cubic fe,_ t,
treatme
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•� . S. Vepartment of Ag►�icul ture NC-ENG-34
Soil-Conservation Service September 1980
.� File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner Ale- &4&j .uws County
Community or Group No.�—/ Conservation Plan No.
Estimated Depth of water to Top of Dam Ft. Length of Flood Pool
Date of Field Hazard Investigation Z..
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. :Est. Llevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. Ft. Ft.
141 v 00 /w D: rS�li:
1 qd-6 •
•
•
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach Alo ye 7ret�--��-c ,f �+
l�
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III , IV, V) -'Z7
By r ' �,� �� Date
nam tit e '
Concurred By G/1 Date 7 - `-` Y
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
ZZ

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MCQUEEN FARMS H 4000 FARROW TO WEAN
STATE ROAD #1166 - BLADEN COUNTY
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DIRECTIONS: FROM ELIZABETHTOWN, TAKE HIGHWAY # 701 (BYPASS)
TO CLARKTON. TURN RIGHT AT THE LIGHT AND THEN LEFT ONTO STATE ROUTE
#1166 (PAGE ROAD) . FARM IS APPROXIMATELY 3 MILES ON THE RIGHT,
ABOUT ONE MILE AFTER MCQUEEN FARMS 8 .
MAILING ADDRESS: SHIPPING ADDRESS:
D. MCQUEEN CAMPBELL D. MCQUEEN CAMPBELL
RT. 2 BOX 20D STATE ROUTE #1166
CLARKTON, NC 28433 CLARKTON, NC 28433
TELE: O 2!%t-0774
910 -/pq,Vs3 -
BROWN'S OF CAROLINA.INC
303 EAST COLLEGE STREET • PO.BOX487 • WARSAW.N C.28398-0487 OFFICE )910)293-2181 • FAX:)910)2934726
_ � I

r
Operator:MCQUEEN CAMPBELL County: BLADEN Date: 06/30/94
Distance to nearest residence (other than owner) : >1500 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
head (finishing only) x 135 lbs. = 0 lbs
4000 sows (farrow to wean) x 433 lbs. = 1732000 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight = 1732000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1732000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 1732000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 900.0
Inside top width (feet) ---------------------- 315. 0
Top of dike elevation (feet) ----------------- 110.5
Bottom of lagoon elevation (feet) ------------ 99. 0
Freeboard (feet) ----------------------------- 1.0
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3. 0 3 . 0 894 . 0 309 . 0 10.5
AREA OF TOP
LENGTH * WIDTH =
894. 0 309. 0 0 276246 (AREA OF TOP)
AREA OF BOTTOM n
LENGTH * WIDTH
831. 0 246. 0 204426 (AREA OF BOTTOM)
AREA OF MIDSECTION
r LENGTH * WIDTH * 4
862 . 5 277.5 957375 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
276246.0 957375. 0 204426.0 1.8

Total Designed Volume Available = 2516582 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
900.0 315. 0 283500. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 283500. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 1732000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 3163787 gals. or 422966.1 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 = 165375.0 cubic feet '�r

i
1
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 177187.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 422966 cubic feet
5B. 0 cubic feet
5C. 165375 cubic feet
5D. 177188 cubic feet
TOTAL 765529 cubic feet
6. SUMMARY
Temporary storage period______________-------> 180 days
Rainfall in excess of evaporation=====______> 7.0 inches
25 year 24 hour rainfall=====-___==_-----_> 7.5 inches
1.0 feet
Side slopes====____------ ---------______> 3.0 : 1
Inside top length==_________________________> 900.0 feet
Inside top width=====_______------__________> 315.0 feet
Top of dike elevation______---______________> 110.5 feet
Bottom of lagoon elevation____________------> 99.0 feet
Total required volume______________________> 2497529 cu. ft.
Actual design volume__________________------> 2516582 cu. ft.
Seasonal high watertable elevation (SHWT)===> 106.0 feet
Stop pumping elev.____________________------> 106.5 feet
Must be > or = to the SHWT elev.====__---_> 106.0 feet
Must be > or = to min. req. treatment el.=> 105. 0 feet
Required minimum treatment volume=====______> 1732000 cu. ft.
Volume at stop pumping elevation==------____> 1720001 cu. ft.
Start pumping elev.=________________________> 108.8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 2339395 cu. ft.
Volume at start pumping elevation=====______> 2324974 cu. ft.
Required volume to be pumped=====-----______> 588341 cu. ft.
Actual volume planned to be pumped=====_____> 604973 cu. ft.

Min. thicknes of soil liner when required==> 1.7 feet
7 . DESIGNED BY: �'"�'��••
APPROVED BY: ,�••`�� CARol
DATE: .- ;.•�Q� ac!•s•aavo /* o00
DATE: •4,•��ESSIao,o• 0���
CA
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN 1 415 „ h
a
COMMENTS: �'. •S�'�+�Pic` °'���1,��`�
04p
°0�,P 1188411t000

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of 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 108.8 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 106.5 . This temporary
storage, less 25 yr- 24 hr storm, contains 588341 cubic feet or
4400792 gallons.

r7l'
SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
r

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 8.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
480.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
480. 0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
64.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0. 0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
320.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
8000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
16.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
800.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

TYPICAL X—SECTION
TBM ELEV. 50.00
NAIL I N:_�Le-,_
SEE NOTE 3
pQ,� SEE NOTE 2
w
E X C = S7� 37� CY ss� �Is w
FILL = PAD ���'��¢ CY
��� � CORE TRENCH
DIKE CY SEE SOIL SHEET
017 99' FOR DEPTH
+ 10% 201
p NOTES: SITE CONDITION NOTES
TOTAL: a CY 1) ALL WEAK MATERIAL TO BE OVERCUT
AND BACKFILLED AND COMPACTED.
THICKNESS OF LINER DEPENDS ON OVERALL
�
DEPTH. LINER FOR THIS LAGOON TO 8E �_'
COMPUTATIONS BY: -' QA1 e
/ 2) DIKE BEHIND BLDGS TO BE MIN. 0.5'
D�,v�;�t� ~�iz HIGHER THAN OTHER PLANNED ELEV.
Avr 3) WALK AND LOADING AREA TO BE BUILT 1.5' ABOVE LOW
END PADS. BUILD 6' WIDE CONTIN., 7' FROM REAR OF BLDGS;
FILL TO BLDGS BEFORE EOUIP MOVES OUT (WORK TO BE
COORDINATED W/ BLDG CONTRACTORS). /

I
0 100' 200, 300' r l 3 • .k 4 N k' '
E %i
?UEEN a
J ECM...EXI ; � � •tl
C"PBELL
MB A96 P 969 E fit
4925 E 1023,54' / 11y }� L€S OiHHE W E No E0
:Y:x� G _ . ` G 105.4
\ 107.15'
� I 113.13' • � f/ j
00 I 1 114.03' 1 .53U 1 S/O'09' E 6.99'
'11
17.65'
/ 103.95' !O©.35'
i 1 113.63' c'
gp
tp . / 116.5 ".. ,;.. . . .
�107.15' .16.2
/ 109.35'
MAY
104.86' - 116,3
(106.115' 106.75' , . \ • \ \ �/16• .115.72' / / 11304'
111.03`
112.23' 13
/
.73'
105.65' ' r, /r41 I0B.94'
� ` 109.53' • / Y � � � /'c '
..` 1 .73' \ 1 y._..
. , - /, 113.9 �

OVA -
\ / 105:35' 106.93 4 1392.65 �
\ 101.13' /
112.34
\ 10.8 p
• \ / w d i 107.32' _
0.79' _ io .9 �/ \6. \ /t 102.84'
101.79' 105.56'
105.76'
108.4 6'
109.
. ` 103.87' +
100.58'
97. `
00.29• .\ _
05.66
• 106.86'
EIS `
6" C
S 106.32'
M r-�• 107.12' SSU
105.12' +
to
nio 97.79' 103.
v
104.92' /
102.37' f •
J 100:48'
'/21ov 96.26 -- 1O
►. 100.06' 4 -
643 .2 1.32'
ti.
103.62' + r';
/*
v'9A s 99.88,
97.56 , {� 1
101.4 2'
' /✓ 1Z� �� 9 \ `` _ ' '100.28' 9819E
p �+( 6'• —
9��� -
L (� 1�t�94.6 �-
.( 0
96.02' * ----r--- �-
Vl� �r1� 96.42'
97.52' +670
96
97
© .88' 97.88,

EMEERGENCY AC ON PLAN
PHONE ! ERSeDWQ io
EMRGEXCY MANZ AGENZ+Cr SYSTEM 9I i' .
. SWCD
MRCS
='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 '
E:; •' happen. This nian should be posted in an accessible location for.,n i"gvees-
1
at the
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. p
A Lagoon overflow—possiole solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump waste to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
= d. Call a pumping contractor.
e. Make sure no surface Ovate:is entering lagoon.
B. Runoff:from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff:
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to res-arting pumps.

M
D. Leakage from flush systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
_ c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage:as opposed to flowing
leaks-possible action:
a. Dig a small well or ditch to catch all seepage, put in a submersible pump, and pump
back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon
as possible.
2. Assess thetextent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach sur ace waters?
£ Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)regional office;
. Phone - After hours, emergency number: Q�9 3�3&tYour phone call
should include: your name, facility, telephone number, the details of the incident from item
2 above, the exact location of the facility, the location or direction of movement of the spill,
weather and wind conditions. The corrective measures that have be==dc taken, and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number 911.
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number !V! 2 Sit , local SWCD office phone number
(O y2-O34 and local MRCS office for advic-ltechnical assistance phone number
<&2,&5'510
4. If none of the above works, call 911 or the Sheriff`s Department and explain your problem to
them and ask that person to contact the proper agencies for you.

5. Contact the cant-actor ofyour choice to begin repair-of problem to minimize o$-site
damage­
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engine..r,
a. Name: dMS.")
b. Phone; to z94 Koo Ito 5"90 Z-703
7. d ores as�Ll-vy •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 bappenin8 a8 -
.f .

'•Iortality Management 'Methods
(check which method(s) are bein_' implemented)
J Burial three feet beneath the surface of the round within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water. -
Rendering at a rendering plant licensed under G.S. 106-163.7
Cl Complete incineration
0 In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of A,griculture
❑ 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 healtli. (Written approval of the State Veterinarian must be
attached)
Insect Control Checklist for Animal Operations
- ---- -
S1urcc Cuusc HIM's to Control hrsecls Sift:Specific Proclices
Liquid Syslcros
Flush Cullers • Accumulation of solids O Flush syslenl is designed and operated
sufticicully In reluuve accumul:uerl solids from
pullers as designed.
O Remove bridging of accumulalcd solids-,it
discharge
I;;pumas nud Pits Crusted Solids -Ie� Matnamin Iugnoos,scaling basins and pits where
pat breeding is apparent to mininttce the
crusting ofsolids to a depth of no utoro Ihan 6-
_ 8 inches over more than 30%of surface.
(Excessive Vegctalive Decuying vegCullion Maimain vegetative control along b:mks or
t innvmtm Litmus and olhcr ingroundnrents to prevent
accumulaann or decaying vegetative walker
:dung watces educ on lowoundmenl's perimeter.

Swine Farm Waste Management Oclor Control Checklist
Source Cause I1M1's l01111ulwizc Odor Site Specific frnnctices
fanuslead Swine producuou Vcgetaivc or wooded buflurs;
Recommended best management practices;
Good judgment and common sense
Animal body surfaces Dirty manurc-covered animals R'Dry floors
flour silt faces • WO manure-covered floors pr Slotted floors;
Fr Walerers located over slotted floors;
Ll feeders at high end of solid floors;
Cl Scrape manure buildup from floors;
Ll Underfloor ventilation for drying
hlauurc collecliou pia • llfine; I requmd manure removal by flnsb,pit recharge,
• Parlial microbial decomposition or scrape;
_ ❑ Underfloor ventilation
Vnuil.diuu eshanst taus Vultdilo gases; _ Fan unaintclnancc;
Dust fa—rfficiem air mnvemenl
Indoor surfaces Dust Washdown between groups of aniuuds;
Ll peed additives;
171 Feeder covers;
CI Feed delivery downspout extenders to feeder
covers
Hush links Agitation of recycled lagoon ❑ flush lank covers;
liquid while lunks arc filling n Iixlcnd fill lines to near bollnm orlanu will,
anli-siphnu vents
Flush alleys Agilalimt during wastuwaler Ll Underfloor flusli will, underllour ventilation
conveyance
Ph necluouc points Agitation of recycled lagoon rl Ilxlcnd recharge lilies in ucar bolloun of ilils
liquid while pits are filling will,unti-siphon veins
Lill bunions Agitation during swap took Cl sump lank covers
filling and drawdown
Ontside drain collucllon Agitation during wastewiller Ll Ilox covers
or junction boxes convoyaucc
AIJOC'-1•1,,muber 11, 1996, Page 3

f
Smrce Cause OMPs to Minimtce Odor Nile Specific Praclices
End of drainpipes at • Agitation during wastewater ❑ Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon sorfuces • Volatile gas crnissions; Proper lagoon liquid capacity;
• Dialogical mixing; 'a/Correcl lagoon startup procedures;
• Agitation IF11"Miuimlllll surface area-lo-vohnne ratio;
JYMinimum agitation when.pumpiug;
❑ Mechanical aeration;
O Proven biological additives
h ligation sprinkler • I high pressure agitation; Irrigate on dry days with little or no%vind;
nozzles Wind drift
XI Minimum recommended operating pressure;
,12'�Puny1 intake near lagoon liquid surface;
Cl Pump from second-slago lagoon
Stllrage rink or leasin Pal't14l Inicrobtal decomposition; CI Ilalton or Inidlevel loading;
surlaec . Mixing while filling;
❑ '1'auk covers;
• Agitation when emptying Cl Busin surface Inals of solids;
❑ Proven biological additives or oxidants
Scaling basin surlacc 6 Partial microbial decomposition; ❑ Extend drainpipe outlets underneath liquid
• Mixing while filling; level;
• Agitation when emptying ❑ Remove settled solids regularly
Marmre,slurry ur sludge • Agitation when spreading; Cl Soil injection(if slurry/sludges;
spreader outlets 4 Volatile gas emissions
❑ Wash'residutul manure from spreader after use;
171 Proven biological additives or oxidants
Oncovered manure, 6 olatile gas emissions while ❑ Soil injection ol'shrry/sludges
slurry or sludge on lield drying
sol(ices ❑ Sou incorporation within 118 hrs.;
Spread in thin uniform layers fur rapid drying;
❑ Proven biological additives or oxidants
Dead animals • Carcass decomposition -,P- proper disposition of carcasses
Dead animal disposal Carcass dldolllposdion ❑ Complete covering of carcasses in burial pits;
Ails
❑ Proper location/consrueflon of(lisposol pits
IllellleralIS. • Incomplete combustion ❑ Secondary slack burners
AMOC( mber 11. 1996, I';:ge I

Cause IIIVII i In hlluhulze Odnr Specific Practices
Standing Willer 41-01111d • Improper drainage; (J(i1dC and landscape s11CI1 Ihtll water dfilllls
facilities Microbial decomposilion of away from facilities
organic matter
f.Lumre tracked onto • Poorly maintained access roads Pomt access road maiulenancc
public roads lion faun
ilcccss
Additional Informalion
Swine Malmle Mmlagenicld ; 0200 IlulclDMP Packel Available From :
Swine Produclion Farm Potential Odor Sources and Remedies; MIA Foci Shcel NCSIJ,Culully Islension Cenlcr
Swinc NO1111cliou Facility Manure Manugement: Pit Recharge-Lagoon Treabnenl ; IeEAE 128.88 NCSIJ- IIAIi
Swinc Production Facility Manure Managcmcol: Uuderlloor Flusli- I.agomt'1'rentmem ; EEAIi 129-88 NCSIJ- IIAIi
Lagoon Design and Mlalogemenl for Livesloek Manurc Trealmcal and Storage ; MIAI's 103-83 NCSI1-IIAIi
NCSIJ- BA I's
Culibralion of Manure and Wastewater Application Equipment; EOAE Fact Sbcel
Cuntrolliog Odors from Swinc Buildings; Pill-33 NCSIJ- IIAI:
Favimnmenial Assurance Program ; NPPC Manual NCStI-Swine Extension
Oplions lily h1annging Odor; a report front the Swinc Odor Task Force NC Polk Producers Assoc
Nuis:ulce Concerns in Animal Manure Management: Odors and Flies ; PRO107. 1995 Conference Proceedings NCSIJ Agri Cooperative
G Florida Conpcnuivcltxlensinn
i
I '
I
I
I i
I4nvcm6cr I I, 199G, I'�igc S
I

Version—November 26,2018
• Mortality Management Methods
Indicate which method(s)wil 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
Q Q 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.
Landfl0 at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B.0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C.0102.
a A composting system approved and permitted ey the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
D In the case of dead poultry only,placing In a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
17-1 E] Any method which,In the professional opinior%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).
aMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals excebd 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
onal pro edures or measures for disposal according to G.S. 106-399.4.
Signature of Fs wner anager Date
loge
Date
u o pecialist
t
s