240075_Application_20240401

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, 2024, 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 3,2024.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS240075
2. Facility Name: Circle E Farms I&II
3. Permittee's Name(same as on the Waste Management Plan): Keith Enzor
4. Permittee's Mailing Address: 598 Irvin Enzor Rd N
City: Fair Bluff State: NC Zip: 28439
Telephone Number: 910-649-6147 Ext. E-mail:
5. Facility's Physical Address: 1025 Irvin Enzor Rd N
City: Fair Bluff State: NC Zip: 28439
6. County where Facility is located: Columbus
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Keith Enzor Phone No.: 910-207-1119 OIC#: 16937
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-Wean to Feeder 6,400
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP): (FillNerify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 Lagoon 7/6/1995 Full,clay 176,823.00 31,350.00 19.50
2 Lagoon 8/1/1996 Full,clay 155,493.00 27,000.00 19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,solids separators, sludge drying system,waste transfers,etc.)
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 143-215.613, 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.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name(Print): �� p-7 0 _ Title: co %_� 'f'1'�
Signature: Date: — aR
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-D WR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

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.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner ids"a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): i £�'�`1� G/1Z®/� Title: 04 _tM.e
Signature: Date:
Name(Print): nzo f Title:
Signature: � Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
RECEIVED
MAR 2 8 2024
WG DEQIDWR
Centre!Office

ROY COOPER
coverrior
MICHAEL S.REGAN
�r
'w.ADA CULPEPPER NORTH CAROLINA
Dirrcw Envdrnnmenud QuaUty
September 23,2019
Keith Enzor
Circle E Farms I&II
598 Irvin Enzor Rd N
Fair Bluff,NC 28439
Subject: Certificate of Coverage No.AWS240075
Circle E Farms I&II
Swine Waste Collection, Treatment,
Storage and Application System
Columbus County
Dear Keith Enzor:
In accordance with your renewal request, we are hereby forwarding to you this Certificate of Coverage
(COC) issued to Keith Enzor, authorizing the operation of the subject animal waste management system
in accordance with General Permit AWG100000. Please read this COC and the enclosed State General
Permit carefully.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management Plan
(CAWMP) for Circle E Farms I & II, located in Columbus County, with a swine animal capacity of no
greater than the following annual averages:
Wean to Finish: Feeder to Finish: Boar/Stud:
Wean to Feeder: 6400 Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation,there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
This COC shall be effective from October 1, 2019 until September 30, 2024 and shall hereby void
Certificate of Coverage Number AWS2400 at was previously issued to this facility. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions and
limitations as specified in the General Permit,the facility's CAWMP, and this COC. An adequate system
for collecting and maintaining the required monitoring data and operational information must be established
for this facility. Any increase in waste production greater than the certified design capacity or increase in
number of animals authorized by this COC(as provided above)will require a modification to the CAWMP
and this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
You are encouraged to update your Swine Odor Control Checklist using the enclosed form. If you do so.
you must send a copy of the updated form to the Animal Feeding Operations Program at the address below.
Please pay careful attention to the record keeping and monitoring conditions in this permit Stocking and
Mortality Form (STOCK-1) has been updated: all other record keeping forms are unchanged with this
General Permit. Please use the most current record keeping forms.
North Carolina Department of Environmental Quality I Division of Water Resources
EQ 512 North Salisbury Strect 1 1636 Mail Service Center I Raleigh,North Carolina 27699-16%
`+• + � /'� 919.707.9000

If your Waste Utilization Plan (WUP) has been developed based on site-specific information. careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per 15A NCAC 02T .1304 and NRCS standards a 100-foot separation shall be maintained between water
supply wells and any lagoon, storage pond, or any land application of waste.
Please be advised that any violation of the terns and conditions specified in this COC,the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties,criminal penalties, and injunctive relief.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Program for information on
this process. Unless such a request is made within 30 days,this COC shall be final and binding.
In accordance with Condition II.23 of the General Permit, waste application shall cease within twelve(12)
hours of the time that the National Weather Service issues a Hurricane Warning,Tropical Storm Warning,
or a Flood Watch/Flash Flood Watch associated with a tropical system for the county in which the facility
is located. You may find detailed watch/waming information for your county by calling the Wilmington,
NC National Weather Service office at (910) 762-4289, or by visiting their website at:
www.weather.gov/ilm/
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office staff
may be reached at 910-796-7215. If you need additional information concerning this COC or the General
Permit,please contact the Animal Feeding Operations Program staff at(919) 707-9129.
Sincerely,
for Linda Culpepper
Director,Division of Water Resources
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
Wilmington Regional Office, Water Quality Regional Operations Section
Columbus County Health Department
Columbus County Soil and Water Conservation District
Central Files(Permit No.AWS240075)
Murphy-Brown LLC

Nutrient Management Plan For Animal Waste Utilization
02-18-2011
This plan has been prepared for: This plan has been developed by:
Circle E Farms Kenneth N Waddell
Elmer Keith Enzor Private Developer
598 Irvin Enzor Road 515 East First Ave
Fair Bluff, NC 28439 Chad ur , NC 28431
91 Q-649-6147 91 Q 5 734
vet er Signature
Type of Plan: Nutrient Management ith 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.
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S.Department of
Agriculture-Natural Resources gqnservation Service or the standard of practices
adopted by the Soil and W=--''
ssion.
Plan Approved By: 'ZI r��✓��
T 1 Specialist Signature Date
106794 Database Version 3.1 Date Printed: 02-18-2011 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5 Swine Nursery Lagoon Liquid waste generated 1,222,400 gals/year by a 6,400 animal
Swine Nursery Lagoon Liquid operation.This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year___
Broadcast 2815
Incorporated 4835
Injected 5325
Irrigated 3060
Max. Avail. ! ActualPAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 3,060 9222 -6,162 3,869,313 -2,646,913
Year 2 3,060 9087 -6,027 3,827,933 -2,605,533
S6 Swine Nursery Lagoon Sludge waste generated 643,200 gals in a 15 year(s)period by a
16,400 animal Swine Nursery Lagoon Sludge operation.
Estimated Pounds of Plant Available Nitrogen Generated
Broadcast 7326
Incorporated 8729
Injected 9352
Irrigated 6858
Max.Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied abs) Deficit(lbs) I Applied(Gallons) Deficit(Gallons)
Year 1 9,352 0 9,352 0 643,200
year 2 9,352 0 9,352 0 643,200
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.
106794 Database Version 3.1 Date Printed: 02-18-2011 Source Page 1 of 1

-1,e table shown below provides a summary ofthe crops or rotations included in this plan for each field. Realistic
'd estimates are also provided for each crop,as well as the crop's P205 Removal Rate. The Leaching Index(LI)
the Phosphorous Loss Assessment Tool(PLAT)Rating are also provided for each field,where available.
If a field's PLAT Rating is High,any planned manure application is limited to the phosphorous removal rate of the
harvested plant biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT
Rating should receive no additional applications of manure. Regardless of the PLAT rating, starter fertilizers may be
recommended in accordance with North Carolina State University guidelines or recommendations. The quantity of
P205 applied to each crop is shown in the following table if the field's PLAT rating is High or Very High.
Planned Crops Summary
P205
Total Useable Plat Rawval Applied
Tract Field Acaes Acres Rating Li Soil Series Crop Sequence RYE Obs/aae) pbslame)
182 PI 4.17 4.17 Unknown NIA Norfolk Whew Grain 60 bu. 30 N/A
Soybeans,Manured,Double Crop 35 bu. 28 NIA
Corn,Grain 115 bu 51 NIA
182 P12 2.52 2.52 Unknown NIA Foreston wheat,Grain 55 bu. 28 NIA
Soybeans,Manured,Double Crop 34 bu. 27 N/A
Corn,Grain 120 bu. 53 NIA
182 P13 2.47 2A7 Unknown N/A Foreston wheat,Grain 55 bu. 28 N/A
Soybeans,Manured,Double Crop 34 bu, 27 N/A
Corn,Grain 120 bu. 53 NIA
192 P14 2.0 2.08 Unknown N/A Foreston Wheat,Grain 55 bu. 28 N/A
Soybeans,Manured,Double Crop 34 bu. 27 NIA
Corn,Grain 120 bu. 53 NIA
182 PIS 3.13 3.13 Unknown NIA Foreston Coffi,Grain 120 bu. 53 N/A
Wheat,Grain 55 bu. 28 N/A
Soybeans,Manured,Double Crop 34 bu. 27 NIA
182 1'2 3.41 3.411 Unknown N/A Norfolk wheat,Grain 60 bu. 30 N/A
Soybeans,Manured,Double Crop 35 bu. 28 N/A
Corn,Grain 115 bu. 51 N/A
184 10 3.00 3.00 Unknown NIA Foreston Corn,Grain 120 bu. 53 N/A
Wheat,Grain 55 bu. 28 N/A
Soybeans,Manured,Double Crop 34 bu. 27 N/A
184 8A 4.58 4.58 Unknown N/A Norfolk Corn,Grain 115 bu, 51 N/A
Wheat Grain 60 bu. 30 N/A
Soybeans,Manured,Double Crop 35 bu. 28 N/A
184 9A 3.83 3.83 Unknown N/A Norfolk Corn,Grain I is bu. 51 N/A
Wheat,Grain 60 bu. 30 NIA
Soybeans,Manured,Double Crop 35 bu. 28 NIA
106794 Database Version 3.1 Date Printed 2/18/2011
PCS Page 1 of 3
NOTE: Symbol*means user entered data.

-inned Crops Summary
Total Useable Plat Re=vW A P2j Applied
Tract Field Acres Acts Ratin ObMacr
g Ll Soil Series Crop Sequence RYE (Ibs/acre) pbslacre)
184 Pll 1.8. 1.87 Unknown N/A Foreston Corn,Grain 120 bu. 53 N/A
Wheat,Grain 55 bu. 28 NIA
Soybeans,Manured,Double Crop 34 bu. 27 N/A
184 P6 3.27 3.27 Unknown NIA Norfolk Corn,Grain 115 bu. 51 N/A
Wheat,Grain 60 bu.1 30 N/A
Soybeans,Manured,Double Crop 35 bu 28 NIA
184 P7 3.91 3.91 Unknown N/A Norfolk Corn,Grain 115 bu. 51 N/A
Wheat,Grain 60 bu. 30 N/A
Soybeans,Manured,Double Crop 35 bu. 28 N/A
185 P3 1 2.24 2.24 Unknown N/A Norfolk Wheat,Grain 60 bu. 30 N/A
Soybeans,Manured,Double Crop 35 bu. 28 NIA
Com,Grain 115 bu. 51 NIA
185 P4 2.67 2.67 Unknown N/A Norfolk Wheat,Grain 60 bu. 30 N/A
Soybeans,Manured,Double Crop 35 bu. 28 N/A
Corn,Grain 115 bu. 51 NIA
185 P5 2.64 2.64 Unknown N/A Norfolk Wheat,Grain 60 bu. 30 N/A
Soybeans,Manured,Double Crop 35 bu. 28 N/A
Com,Grain 115 bu. 51 N/A
185 P8B 2.43 2.43 Unknown NIA Norfolk Wheat,Grain 60 bu.1 30 N/A
Soybeans,Manured,Double Crop 35 bu. 28 N/A
Corn,Grain 115 bu. 51 NIA
195 P9B 1.16 1.16 Unknown N/A Norfolk Wheat,Grain 60 bu. 30 NIA
Soybeans,Manured,Double Crop 35 bILI 28 NIA
Corn,Grain 115 bu. 51 NIA
PLAN TOTALS: 49.38 49.38
106794 Database Version 3.1 Date Printed 2/18/2011
PCs Page 2 of 3
NOTE: Symbol*means user entered data.

LI Potential Leachin Technical Guidance
<2 .ow potential to contribute to soluble None
nutrient leaching below the root zone.
2Moderate potential to contribute to Nutrient Management(590)should be planned.
<=10 soluble nutrient leaching below the
root zone.
1 I igh 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 nutrientuse 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).
PLAT Index Eating P Management Recommendation
0-25 Low No adjustment needed;N based application
25-50 Medium No adjustment needed;N based application
51 - 100 High Application limited to crop P removal
>100 Very High Starter P application only
106794 Database Version 3.1 Date Printed 2/10011
PCS Page 3 of 3
NOTE: Symbol*means user entered data.

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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)
182 P1 Norfolk 0.50 1.0
182 P 12 lForeston 0.50 1.0
182 P13 lForeston 0.50 1.0
182 P14 Foreston 0.50 1.0
184 10 Foreston 0.50 1.0
184 Pll Foreston 0.50 1.0
185 P8B Norfolk 0.50 1.0
185 1 P9B Norfolk 0.50 1.0
IOr%7QA nntaha4zPvi.rainn11 TIatPPrintPri,)/1R/,)flit TAP Pao,-. 1 of 1

The Nutrient Management Recommendations table shown below provides an annual summary of the nutrient
management plan developed for this operation. This table provides a nutrient balance for the listed fields and crops
for each year of the plan. Required nutrients are based on the realistic yields of the crops to be grown,their nutrient
requirements and soil test results. The quantity of nutrient supplied by each source is also identified.
The total quantity of nitrogen applied to each crop should not exceed the required amount. However,the quantity
of other nutrients applied may exceed their required amounts. This most commonly occurs when manure or other
byproducts are utilized to meet the nitrogen needs of the crop. Nutrient management plans may require that the
application of animal waste be limited so as to prevent over application of phosphorous when excessive levels of
this nutrient are detected in a field. In such situations,additional nitrogen applications from nonorganic sources
may be required to supply the recommended amounts of nitrogen.
Nutrient Management Recommendations Test
YEAR 0 N P205 K20 Mg Mn zn Cu Lime
(lbs/A) (Ibs/A) (Ibs/A) (Ibs/A) (Ibs/A) (Ibs/A) (Ibs/A) (tonslA)
Tract I Field 182 Pi Req'd Nutrients 125 0 0 0 0 0 0 0
Acres jApp.Period 4.17 9/1-4/30 Supplied By:
CROP Wheat,Grain Starter 01 0 0 0 0 0 0 0
Commercial Fert. 01 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 60 bu. 03-27-09 Manure 125 681 171 15 1 3 1 0
P Removal I Rating 30 lbs/ac. Unknown BALANCE 0 68 1711 15 1 3 1 0
act Field 182 P12 Req'd Nutrients ns 0 0 0 0 0 0 0 -�
yres App.Period 2.52 9/1-4/30 Supplied By:
CROP Wheat,Grain Starter o 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 01 0 0 01 0
Soil Series Foreston Residual 0 0 0 01 0 0 01 0
RYE I Sample Date 55 bu. 03-27-09 Manure 115 63 157 141 1 3 1 0
P Removal Rating 28 Ibs/ac. Unknown BALANCE 0 63 157 14 1 3 1 0
Tract I Field 182 P13 Req'd Nutrients 115 01 0 0 0 0 0 0
Acres jApp.Period 2.47 9/1-4/30 Supplied By:
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 01 0 0 0 0
Soil Series Foreston Residual 0 0 0 0 01 0 0 0
RYE I Sample Date 55 bu. 03-27-09 Manure 115 63 157 14 1 3 1 0
P Removal I Rating 28 lbs/ac. Unknown BALANCE 0 63 157 14 1 3 1 0
Tract I Field 182 P14 Req'd Nutrients 115 0 0 0 0 0 0 0
Acres jApp.Period 2.08 911-4/30 Supplied By:
CROP Why,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 01 0 0 0 01 0
Soil Series Foreston Residual 0 0 0 01 0 0 0 0
RYE I Sample Date 55 bu. 1 03-27-09 1 Manurel 115 63 157 14 1 3 1 0
P Removal I Rating 28 lbs/ac. nknown BALANCE 01 63 157 14 1 3 1 0
4 Database Version 3.1 Date Printed: 2/18/2011 NMR Page 1 of 12

Nutrient Management Recommendations Test
YEAR 0 N P205 K20 Mg Mn Zn Cu Lime
(Ibs/A) (Ibs/A) (1bslA) (lbs/A) (Ibs/A) (Ibs/A) (lbs/A) (tonslA)
Tract I Field 182 P2 Req'd Nutrients 125 0 0 0 0 0 0 0
Acres jApp.Period 3.41 1 911-4130 Supplied By:
CROP Wheat,Grain Starter 0 0 0 0 0 01 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 60 bu. 03-27-09 Manure 125 74 186 17 1 3 1 0
P Removal I Rating 30 Ibs/ac. l!nknown BALANCE 01 74 196 17 1 3 1 0
Tract I Field 185 P3 Req'd Nutrients 125 0 0 0 0 0 0 0
Acres App.Period 2.24 9/1-4/30 Supplied By:
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fed. 0 0 0 01 01 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE J Sample Date 60 bu. 03-27-09 Manure "1 74 186 17 1 3 1 0
P Removal I Rating 30 lbs/ac. Unknown BALANCE 0 74 186 17 1 3 1 0
Tract iField 185 P4 Req'd Nutrients 125 0 0 0 0 0 0 1
Acres I App.Period 2.67 911-4/30 Supplied By:
CROP'Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
" .E Sample Date 60 bu. 03 27-09 Manure 125 74 186 17 1 3 1 0
P Removal Rating 30 lbs/ac. Unknown BALANCE 0 74 186 17 1 3 1 -1
Tract Field 185 PS Req'd Nutrients 125 0 0 0 0 0 0 l
Acres App.Period 2.64 911-4/30 Supplied By:
CROP W'eA Grp Starter 0 0 0 01 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 01 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 60 bu. 03-27-09 Manure 125 74 186 17 1 3 1 0
P Removal Rating 301bs/ac. Unknown BALANCE 01 74 186 17 1 3 1 -1
Tract Field 195 P813 Req'd Nutrients 1251 0 40 0 0 0 0 0
Acres jApp.Period 2.43 9/1-4130 Supplied By:
CROP Wheat,Grain Starter o 0 0 01 0 0 0 0
Commercial Fert. 0 0 0 01 0 0 0 0
Soil Series Norfolk Residual 0 0 0 01 0 0 0 0
RYE I Sample Date 60 bu. 1 03-27-09 1 Manure 125 681 171 151 1 3 1 0
P Removal Rating 1 30 lbstac. 'nknown BALANCE 01 68 131 15 1 3 1 0
194 Database Version 3.1 Date Printed: 2/18/2011 NMR Page 2 of 12

Nutrient Management Recommendations Test
YEAR Q N P205 K20 Mg Mn Zn Cu Lime
(1bs/A) I (1bs/A) (1bs/A) (lbs/A) (1bs/A) (lbs/A) (lbs/A) (tons/A)
Tract Field 185 P9B Req'd Nutrients 125 0 40 0 0 0 0 0
Acres jApp.Period 1.16 9/1.4/30 Supplied By: -
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residuall Ol 0 0 0 0 0 0 0
RYE I Sample Date 60 ba 03-27-09 Manure 125 68 171 15 1 31 1 0
P Removal I Rating 30lbs/ac. jUnknown BALANCE 1 01 681 I31 151 1 31 1 0
NOTE: Symbol*means user entered data.
794 Database Version 3.1 Date Printed: 2/18/2011 NUR Page 3 of 12

Nutrient Management Recommendations Test
YEAR 1 N P205 K20 Mg Mn Zn Cu Lime
Obs/A) pbs/A) Obs/A) (1bs/A) Obs/A) Qbs/A) (lbs/A) (tons(A)
Tract I Field 182 PI Req'd Nutrients 137 0 0 0 0 0 0 0
Acres App.Period 4.17 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 01 0 0 0 0 ol 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 01 o 0
RYE I Sample Date 35 bu. 03-27-09 Manure 137 75 188 17 1 3 1 0
Rval Rating 28 lbs/ac. Unknown BALANCE 0 75 188 17 1 3 1 0
Field 182 P12 Req'd Nutrients 133 0 01 0 0 0 0 0
Acres jApp.Period 2.52 4/1-9/15 Supplied By:
CROp Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Foreston Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 34 bu. 03 27-09 Manure 133 72 182 16 1 3 1 0
P Removal Rating 27 lbs/ac. Unknown BALANCE 0 72 182 16 1 31 1 0
Tract Field 182 P13 Req'd Nutrients 133 0 0 0 0 01 0
Acres App.Period 2.47 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Foreston Residual 0 0 01 0 0 0 0 0
YTT Sample Date 34 bu. 03-27-09 Manure 133 72 182 16 1 3 1 0
fPRemoval Rating 27 lbs/ac. Unknown BALANCE 0 72 182 16 1 3 1 0
Tract Field 182 P14 Req'd Nutrients 133 0 0 0 0 0 0 0
cres jApp.Period 2.08 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Foreston Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 34 bu. 1 03-27-09 Manure 133 72 182 16 1 3 1 0
P Removal Rating 27 lbs/ac_ Unknown BALANCE 0 72 1821 16 1 3 1 0
Tract Field 182 P15 Req'dNutrients 115 30 30 0 0 0 0 0
Acres App.Period 3.13 9/1-4/30 Supplied By:
CROP meat,Grain Starter 0 0 0 0 0 0 0 0
Commeroial Fert. 0 0 0 0 0 0 0 0
Soil Series Foreston Residual 0 0 0 0 0 0 0 0
RYE Sample Date 55 bu. 03-27-09 Manure 115 68 171 15 1 3 11 0
P Removal I Rating U lbs/ac. Unknown BALANCE 0 38 141 151 1 1 31 1 0
S794 Database Version 3.1 Date Printed: 2/18/2011 NMR Page 4 of 12

Nutrient Management Recommendations Test
YEAR 1 N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (Ibs/A) (Ibs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract Field 182 P15 Req'd Nutrients 137 30 30 0 0 0 0 1
Acres App.Period 3.13 2115-6/30 Supplied By: I I .
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Foreston Residual 20 0 0 0 0 0 0 0
RYE I Sample Date 120 bu. 03-27-09 Manure 117 69 174 16 1 3 1 0
P Removal IRating 531bs/ac. Unknown BALANCE 0 39 144 16 1 3 1 -1
Tract Field 182 P2 Req'd Nutrients 137 0 0 0 0 0 0 0
Acres jApp.Period 3.41 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 01 0 0 01 0 01 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 35 bu. 03 27-09 Manure 137 81 204 18 1 3 1 0
P Removal s Rating 28 lbs/ac. Unknown BALANCE 0 81 204 18 1 3 1 0
Tract Field 184 10 Req'd Nutrients 115 0 0 0 0 0 0 0
Acres App.Period 3.00 911-4/30 Supplied By:
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Foreston Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 55 bu. 02-19-09 Manure 115 63 157 14 1 3 1 0
P Removal Rating 28 lbs/ac. Unknown BALANCE 01 63 157 I4 1 3 1 0
Tract Field 194 10 Req'd Nutrients 137 0 0 0 0 0 0 0
Acres App.Period 3.00 2/15-6/30 Supplied By:
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Foreston Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 120 bu. 02-19-09 Manure 137 75 188 17 1 3 1 0
P Removal I Rating 53 lbs/ac. Unknown BALANCE 0 75 188 171 1 3 1 0
Tract Field 184 8A Req'd Nutrients 125 0 0 0 0 0 0 0
Acres App.Period 4.58 9/1-4/30 Supplied By:
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
CommercialFert. 0 0 0 0 0 01 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 60 bu. 02-19-09 Manurel 1251 741 186 17 1 3 1 0
P Removal I Rating 30 lbs/ac. jUnknown I BALANCE 1 01 741 186 17 1 3 11 0
6794 Database Version 3.1 Date Printed: 2/18/2011 NMR Page 5 of 12

Nutrient Management Recommendations Test
YEAR 1 N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract I Field 184 8A Req'd Nutrients 131 0 0 0 0 0 0 0
Acres App.Period 4.58 1 2/15-6/30 Supplied By: i
CROP Corn,Grain Starter 0 0 0 0 0 0 01 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 20 0 0 0 0 0 0 0
RYE I Sample Date 115 bu. 02-19-09 Manure ill 66 165 15 .1 3 1 0
P Removal I Rating 51 lbs/ac. Unknown BALANCE 01 66 165 15 1 31 1 0
Tract I Field 184 9A Req'd Nutrients 131 0 0 0 0 0 0 0
Acres App.Period 3.83 2/15-6/30 Supplied By:
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 o o 0 0 0 o o
Soil Series Norfolk Residual 201 0 01 0 0 01 0 0
RYE I Sample Date 115 bu. 02-19-09 Manure 11I 66 165 15 1 3 1 0
P Removal Rating 51 lbs/ac. Unknown BALANCE 0 66 165 15 1 3 1 0
Tract Field 184 9A Req'd Nutrients 125 0 0 0 0 0 0 0
Acres jApp.Period 3.83 911-4/30 Supplied By: r
CROP Wheat,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 01 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 60 bu. 02-19-09 Manure 125 741 186 17 1 3 1 0
P Removal Rating 30 IlWac. Crown BALANCE 0 74 186 17 11 3 1 0
Tract Field 184 Pk 1 Req'd Nutrients 115 0 0 0 01 0 0 0
Acres App.Period 1.87 9/1450 Supplied By:
CROP Wheat,Gram Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Foreston Residual 0 0 0 0 0 0 0 0
RYE Sample Date 55 bu. 1 03-27-09 Manure 115 63 157 14 1 3 1 0
P Removal Rating 28 lbs/ac. Unknown BALANCE 0 63 157 14 1 3 1 0
Tract I Field 184 Pi 1 Req'd Nutrients 137 0 0 0 0 0 0 0
Acres jApp.Period 1.87 2/15-6/30 Supplied By:
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fen. 0 0 0 0 0 0 0 0
Soil Series Foreston Residual 0 0 0 0 0 0 0 0
RYE Sample Date 120 bu. 03-27-09 Manure 137 75 188 17 1 3 1 0
P Removal I Rating 53 lbs/ac. jUnImown BALANCE 0 751 1881 171 11 31 i 0
5794 Database Version 3.1 Date Printed: 2/18/2011 NMR Page 6 of 12

Nutrient Management Recommendations Test
YEAR 1 N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract I Field 184 P6 Req'd Nutrients 125 0 80 0 0 0 0 0
Acres App.Period 3.27 9/1-4/30 Supplied By:
CROP Wheat,Grain Starter 01 0 0 0 0 0 0 0
Commercial Fert. 01 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 60 bu. 03-27-09 Manure 125 74 186 17 1 3 1 0
P Removal I Rating 30 lbs/ac. Unknown BALANCE 0 74 106 17 1 3 1 0
WE-
Tract I Field 194 P6 Req'd Nutrients 131 0 80 0 0 0 0 0
Acres App.Period 3.27 2/15-6/30 Supplied By:
CROP Corn,Grain Starter 0 0 0 01 0 0 01 0
Commercial Fert. 0 0 0 01 0 0 0 0
Soil Series Norfolk Residual 20 0 0 0 0 0 0 0
RYE j Sample Date 115 bu. 03-27-09 Manure 111 661 165 15 1 3 1 0
P Removal I Rating 51 lbs/ac. Unknown BALANCE 0 66 85 15 1 3 1 0
Tract I Field 184 P7 Req'd Nutrients 131 0 80 0 0 0 01 0
Acres App.Period 3.91 2/15-6/30 Supplied By
CROP Corn,Grain Starter 0 0 0 0 0 0 01 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 20 0 0 0 0 0 0 0
RYE Sample Date 115 bu. 03-27-09 Manure 111 66 165 15 1 3 1 0
P Removal Rating 51 lbs/ac. Unknown BALANCE 0 66 85 15 1 3 1 0
Tract Field 184 P7 Req'd Nutrients 125 0 80 0 0 0 0 0
Acres App.Period 3.91 9/1-4/30 Supplied By:
CROP I Wheat,Grain Starter 0 0 0 01 0 01 0 0
Commercial Fert. 0 0 0 0 0 ol 0 0
Soil Series Norfolk Residual 01 0 0 0 0 0 0 0
RYE I Sample Date 60 bu. 03-27-09 Manure 1251 74 186 17 1 3 1 0
P Removal I Rating 30 lbs/ac. Unknown BALANCE 0 74 106 17 1 3 1 0
Tract Field 185 P3 Req'd Nutrients 137 0 0 0 0 0 Ol 0
Acres App.Period 2.24 411-9/15 Supplied By:
CROP Soybeans,Manured, Starter 4 0 0 0 0 0 0 0
Double Crop Commercial Fed. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 35 bu. 03-27-09 Manure 137 81 204 18 1 3 1 0
P Removal I Rating 281bs/ac. jUnknown BALANCE 0 81 204 18 1 31 1 10
36794 Database Version 3.1 Date Printed: 2/18/2011 NMR Page 7 of 12

Nutrient Management Recommendations Test
YEAR 1 N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract Field 185 P4 Req'd Nutrients 137 0 01 0 0 0 0 0
Acres App.Period 2.67 4/1-9115 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 01 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE Sample Date 35 bu. 03-27-09 Manure 137 81 2041 18 1 3 1 0
P Removal Rating 28 lbs/ac. Unknown BALANCE 0 81 204 18 1 3 1 0
Tract Field 185 P5 Req'd Nutrients 137 0 0 0 01 0 0 0
Acres App.Period 2.64 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 01 0 0 0 0
RYE I Sample Date 35 bu. 03-27-09 Manure 137 81 204 18 1 3 1 0
P Removal Rating 28 lbs/ac. Unknown BALANCE 0 81 204 18 1 3 1 0
Tract I Field 185 P8B Req'd Nutrients 137 0 40 0 0 0 0 0
Acres App.Period 2.43 4/1-9115 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 01 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
r F Sample Date 35 bu. 03 27-09 Manure 137 75 1881 17 1 3 1 0
P Removal Rating 28 lbs/ac. Unknown BALANCE 0 75 148 17 1 3 1 0
Tract Field 185 P9B Req'd Nutrients 137 0 40 0 0 0 0 0
Acres App.Period 1.16 4/1-9115 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 0 01 0 0 0 0 0 0
Soil Series Norfolk Residual 0 01 0 0 0 0 01 0
RYE Sample Date 35 bu. 1 03-27-09 Manure 137 75 188 17 1 3 1 0
P Removal I Rating 28 lbs/ac. Unknown BALANCE 0 75 148 17 1 3 1 0
NOTE: Symbol*means user entered data.
___ '94 Database Version 3.1 Date Printed: 2/1 8120 1 1 NMR Page 8 of 12

Nutrient Management Recommendations Test "^
2 N P205 K20 Mg Mn Zn Cu Lime
YEAR (lbs/A) (lbs/A) (lbs/A) (lbslA) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract I Field 182 1 PI Re4dNutrients 131 0 0 0 0 0 0 0
Acres jApp.Period 4.17 1 2115-00 Supplied By:
CROP Cam,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 20 0 0 0 0 0 0 0
RYE I Sample Date 115 bu. 03-27-09 Manure ill 60 152 14 1 3 0 0
P Removal Rating 51 lbs/ac. Unknown BALANCE 01 60 152 141 1 3 01 0
Tract I Field 192 P12 Req'dNutrients 137 0 0 ol 0 0 0 0
Acres App.Period 2.52 2/15-6/30 Supplied By: . --
CROP Corn,Grain Starter 0 01 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 01 0 0
Soil Series Foreston Residual 20 0 0 0 0 0 0 0
RYE I Sample Date 120 bu. 03-27-09 Manure 117 64 160 14 1 3 1 0
P Removal I Rating 53 Ibs/ac. Unknown BALANCE 0 64 160 14 1 3 1 0
Tract Field 182 P13 Req'd Nutrients 137 0 0 0 0 0 0 0
Acres App.Period 2.47 2/15-6/30 Supplied By:
CROP Cam,Grain Starter 0 0 0 01 0 0 0 0
Commercial Fart. 01 0 0 01 0 0 0 0
Soil Series Foreston Residual 20 D 0 0 0 0 0 0
RYE FSample Date 120 bu. 03-27-09 Manure 117 64 160 14 1 3 1 0
P Removal Rating 53 lbs/ac. nknown BALANCE 0 64 160 14 1 3 1 0
Tract I Field 182 P14 Req'd Nutrients 137 0 0 0 0 0 0 0
Acres App.Period 2.08 2115-6/30 Supplied By:
CROP Cam,Grain Starter 0 0 0 01 0 0 0 0
Commercial Fert. 0 0 0 01 0 0 0 0
Soil Series Foreston Residual 20 0 0 0 0 01 0 0
RYE Sample Date 120 bu. 03-27-09 Manure 117 64 160 14 1 3 1 0
P Removal I Rating 53 lbs/ac. jUnknown BALANCE 0 64 160 14 1 3 11 0
Tract Field 182 P15 Req'd Nutrients 133 30 30 0 0 0 0 0
Ayes jApp.Period 3.13 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fes, 0 0 0 0 0 0 0 0
Soil Series Foreston Residual 0 0 0 0 0 01 01 0
RYE I Sample Date 34 bu. 1 03-27-09 Manure I33 79 1981 181 1 31 1 0
P Removal Rating 27 lbs/ac. Unknown BALANCE 0 49 168 18 1 3 1 0
i794 Database Version 3.1 Date Printed: 2/18/2011 NMR Page 9 of 12

Nutrient Management Recommendations Test
YEAR 2 N P205 K20 Mg Mn Zn Cu Lime
Obs/A) (lbs/A) Obs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons/A)
Tract I Field 182 P2 Req'd Nutrients 131 0 0 0 0 0 0 0
Acres App.Period 3.41 1 2/15-6/30 Supplied By:
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 20 0 0 0 0 0 0 0
RYE I Sample Date 115 bu. 03-27-09 Manure 111 66 165 15 1 3 1 0
P Removal Rating 51 lbs/ac. Unknown BALANCE 0 66 165 15 1 3 1 0
Tract Field 194 10 Req'd Nutrients 133 0 0 0 0 0 0 0
Acres App.Period 3.00 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 01 0 0 01 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Forestm Residual 01 0 0 0 0 0 0 0
RYE I Sample Date 34 bu. 02-19-09 Manure 133 72 182 16 1 3 1 0
P Removal I Rating 27 lbs/ac. Unknown BALANCE 0 721 182 16 1 3 1 0
Tract Field 194 8A Req'd Nutrients 137 0 01 0 0 0 0 0
Acres App.Period 4.58 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 01 0 0 0 0 0 0 0
Soil Series Norfolk Residual ol 0 0 01 0 0 0 0
RYE Sample Date 35 bu. 02-19-09 Manure 137 81 204 18 1 3 1 0
�Pft�movalRating 281bs/ac. Unknown BALANCE 0 81 204 18 1 3 1 0
184 9A Req'd Nutrients 137 0 01 0 0 01 0 0
Acres App.Period 3.83 411-9/15 Supplied By:
CROP Soybeans,Manured, Starter 01 0 0 0 0 01 0 0
Double Crop Commercial Fert. 01 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 35 bu. 02-19-09 Manure 137 81 204 18 1 3 11 0
P Removal I Rating 28 lbs/ac. Unknown BALANCE 0 81 204 18 1 3 1 0
Tract I Field 184 Pl l Req'd Nutrients 133 0 0 0 0 0 0 0
Acres App.Period 1.87 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 01 0 0
Double Crop Commercial Fen. 0 0 0 0 0 01 0 0
Soil Series Foreston Residual 0 0 0 0 0 01 0 0
RYE I Sample Date 34 bu. 1 03-27-09 Manure 133 72 182 16 1 3 1 0
P Removal I Rating 1 27 lbs/ac. It BALANCE 0 72 182 16 1 31 1 0
6794 Database Version 3.1 Date Printed: 2/18/2011 NMR Page 10 of 12

Nutrient Management Recommendations Test
YEAR N P2O5 K2O Mg Mn Zn Cu Lime
j 2 (lbs/A) (lbs/A) (lbs/A) (lbs/A) (Ibs/A) (lbs/A) (lbs/A) (tonslA)
Tract Field 184 P6 Req'd Nutrients 137 0 80 0 0 0 0 0'
Acres App.Period 3.27 411-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 35 bu. 03-27-09 Manure 137 81 204 18 1 3 1 0
P Removal Rating 28 lbs/ac. Unknown BALANCE 0 81 124 18 1 3 1 0
Tract Field 194 P7 Req'd Nutrients 137 0 80 0 0 0 0 0
Acres App.Period 3.91 4/1-9/15 Supplied By:
CROP Soybeans,Manured, Starter 0 0 0 0 0 0 0 0
Double Crop Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series NorfbIk Residual 0 0 0 0 0 0 0 0
RYE I Sample Date 35 bu. 03-27-09 Manure 137 81 204 18 1 3 1 1 0
P Removal 1 Rating 28 lbs/ac. Unknown BALANCE 0 81 124 18 1 3 1 0
Tract Field 185 P3 Req'd Nutrients 131 0 0 0 0 0 0 0
Acres App.Period 2.24 2115-6130 Supplied By:
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 20 0 0 0 0 0 0 0
RYE I Sample Date 115 bu. 03-27-09 Manure 111 66 165 15 1 3 1 0
P Removal Rating 51 lbs/ac. Unknown BALANCE 0 66 165 15 1 3 1 0
Tract Field 185 P4 Req'd Nutrients 1311 0 0 01 0 0 0 0
Acres App.Period 2.67 2115-6/30 Supplied By:
CROP Corn,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 20 0 0 0 0 01 0 0
RYE I Sample Date 115 bu. 03-27-09 Manure 111 66 165 15 1 3 1 0
P Removal I Rating 51 lbs/ac. Unknown BALANCE 0 66 165 15 1 3 1 0
F
Tract Field 185 P5 Req'd Nutrients 131 0 0 0 0 0 0 0
cres App.Period 2.64 2/15-6/30 Supplied By:
CROP Com,Grain Starter 0 0 0 0 0 0 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 20 0 0 0 0 0 0 0
RYE I Sample Date 115 bu 03-27-09 Manure 111 66 165115 1 31 1 0
IP Removal I Rating 51 lbs/ac. [Unknown BALANCE 1 01 66 1651 I S I 31 11 0
,6794 Database Version 3.1 Date Printed: 2/18/2011 NMR Page 11 of I2

Nutrient Management Recommendations Test
YEAR 2 N P205 K20 Mg Mn Zn Cu Lime
(lbs/A) (Ibs/A) (lbs/A) (lbs/A) abs/A) (lbs/A) (lbs/A) (tons/A)
Tract Field 185 P813 Req'd Nutrients 131 0 40 0 0 0 0 0
Acres I App.Period 2.43 2/15-6/30 Supplied By:
CROP Corn,Grain Starter 0 0 a 0 0 a 0 0
Commercial Fert. 0 0 0 0 0 0 0 0
Soil Series Norfolk Residual 20 0 0 0 0 0 0 0
RYE Sample Date 115 bu. 03-27-09 Manure 111 60 152 14 1 3 0 0
P Removal I Rating 51 lbs/ac. Unknown BALANCE 0 60 112 14 1 3 0 0
Tract I Field 195 P9B Recl'd Nutrients I31 0 40 0 01 0 0 0
Acres jApp.Period 1.I6 2115-6/30 Supplied By:
CROP Corn,Grain Starter 01 0 0 0 0 0 0 0
Commercial Fert. 01 0 0 0 0=0 0 0
Soil Series Norfolk Residual 20 0 0 0 0 0 0 0
RYE I Sample Date 115 bu. 1 03-27-09 Manure 111 60 152 14 1 31 0 0
P Removal I Rating 511bs/ac. tnknown BALANCE 0 60 112 14 11 3 0 0
NOTE: Symbol*means user entered data
1794 Database Version 3.1 Date Printed: 2/18/2011 NMR Page 12 of 12

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The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases,the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be Iimiting. 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 PAN Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Nursery Lagoon Sludge-Standard
Corn 120 bu 150 13.16 16.29 32.58 48.87
-_-,Say 6 ton R.Y.E. 300 26.32 8.14 16.29 24.43
Soybean 40 bu 160 14.04 15.27 30.54 45.81
'� 106794 Database Version 3.1 Date Printed: 02-18-2011 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
Source Name Swine Nurse La oon Li uid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year i Month Available Storage Capacity(Days)
1 1 180
1 2 180
1 3 180
1 4 180
1 5 180
1 6 180
1 7 180
1 8 180
1 9 150
1 10 119
1 11 140
1 12 180
2 1 180
2 2 180
2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 150
2 10 119
2 11 148
2 12 180
*Available Storage Capacity is calculated as of the end of each month.
106794 Database Version 3.1 Date Printed: 02-18-2011 Capacity Page 1 of 1

required Specifications For Animal Waste Management
I. 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).
106794 Database Version 3.1 Date Printed:2/18/2011 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
106794 Database Version 3.1 Date Printed:2/18/2011 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.
`" 106794 Database Version 3.1 Date Printed:2/18/2011 Specification Page 3

22. Waste shall be tested within 64 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.
106794 Database Version 3.1 Date Printed:2/18/2011 Specification Page 4

Crop Notes
The following crop note applies to field(s): 10,P11,P12,P13,P14,P15
Corn 1:CP,Mineral Soil,low-leachable
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book"and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions.Plant 1-2"deep.Plant
populations should be determined by the hybrid being planted.Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting.When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type.When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 8A,9A,Pl,P2,P3,P4,P5,P6,P7,P8B,P913
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 20-301bs/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.
106794 Database Version 3.1 Date Printed: 02-18-2011 Crop Note Page 1 of 3

The following crop note applies to field(s): 10,Pl 1,P12,P13,P14, P15
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 301bs/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.
The following crop note applies to field(s): 8A,9A,P1,P2,P3,P4,P5,P6,P7,P8B,P9B
Wheat: Coastal Plain,Mineral Soil,medium leachable
In the Coastal Plain,wheat should be planted from October 20-November 25.Plant 22 seed/drill row foot
at 1-1 1/2"deep and increase the seeding rate by 5%for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also,increase the initial seeding rate by at least 10%when planting
no-till.Adequate depth control when planting the wheat is essential.Review the NCSU Official Variety
"green book"and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions.Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time.The remaining
N should be applied during the months of February-March.The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases,insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 10,P 11,P 12,P 13,P 14,P 15
Double-Crop Soybeans,Coastal Plain:Mineral Soil,low-leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw,it is essential to manage the straw to achieve adequate
plant populations.Review the NCSU Official Variety"green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8"drills;4-6 seed/row foot for 15"rows;6-8 seed/row foot for 30"rows
and 8-10 seed/row foot for 36"rows.Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1-1 1/2"and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen.However,applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor.Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans.Timely management of
weeds and insects is essential for profitable double crop soybean production.
106794 Database Version 3.1 Date Printed: 02-18-2011 Crop Note Page 2 of 3

The following crop note applies to field(s): 8A,9A,Pl,P2,P3,P4,P5,P6,P7,PBB,P911
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-tilI 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.
106794 Database Version 3.1 Date Printed: 02-18-2011 Crop Note Page 3 of 3

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EMERGENCY ACTION PLAN
PHONE,Ni TMRF.R S
DWQ I!/0 - T`i6- �` l
EMERGENCY MANAGEMENT SYSTEM 4?
SWCD c) ,6'V ° e , 6
NRCS 10 - 4 x3
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running offsite. You should not wait until wastes reach surface waters or
leave your property to consider thatyou have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for all
employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s)that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems,houses,solid separators-action include:
1 December 18, 1996

a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
a. Dig a small sump or ditch away from the embankment to catch all seepage,put
in a submersible pump, and pump back to the lagoon.
b. If holes are caused by burrowing animals,trap or remove animals and fill holes
and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom
as soon as possible.
Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury,fish kills,or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or oft of the property)?
h. How much reached surface waters?
Contact appropriate agencies.
a. During normal business hours,call your DWQ(Division of Water Quality)regional office;
Phone - - . After hours,emergency number: 919-733-3942. Your phone call
should include:your name, facility,telephone number,the details of the incident from item
2 above,the exact location of the facility,the location or direction of movement of the spill,
weather and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES,phone number - - , local SWCD office phone number - - , and
local NRCS office for advice/technical assistance phone number - -
If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
2 December 18, 1996

Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
Contact the technical specialist who certified the lagoon(MRCS,Consulting Engineer, etc.
a. Name:
b. Phone:
Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage,repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
3 December 18, 1996

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Mortality Management Methods
(check which method(s) are being implemented)
❑ Burial three feet beneath the surface of the ground 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.
U""' Rendering at a rendering plant licensed under G.S. 106-168.7.
❑ Complete incineration
❑ In the case of dead poultry only,placing in a disposal pit of a size and design
approved by the Department of Agriculture.
❑ Any method which in the professional opinion of the State Veterinarian would make
possible the salvage of part of a dead animal's value without endangering human or
animal health. (Written approval of the State Veterinarian must be attached)
December 18, 1996

tc� Co�)"'/
CARROLL'S FOODS, INC.
7 P. O. Drawer 856
' WARSAW NORTH ROL A INA 28398
C
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
FARM
NAME OR NUMBER F-K Z o2
FARM DESCRIPTION $S$ tq c (ttsoZ 1Ms REt1lS�� 1
LOCATION
COMPANY FARM `
CONTRACT GROWER ✓
M

IMPORTANT INFORMATION
ABOUT LAGOON CONS L R UC iOl'q
1�re rro ErAz,=,e--
Listed below is a brief summary of volumes and other data: (See contents of Plan for more
information)
DESIGN REQUII'-k-EMENTS cubic yards
EXCAVATION 5 3 cubic yards
FILL (pad & dike) 13 7 4'1 cubic yards
TOP SOIL (minimum 30 thick) 79c�.25)(30).Z7 21 q cubic yards
CLAY LINER (represents a complete liner if required) I s ,.�09 cubic yards
Constructed top of dam must include a minimum of 5% settlement - EXAMPLE: 10 feet high
dam will require 5% of 10 feet or 0.5 feet fill above planned top of dam.
Clay content, thickness and zompadtion of liners (if required) are very important. If the
certifying technical specialist is unable to approve the liner with normal field techniques, an
independent engineering analysis will be required (see CONSTRUCTION SPECIFICATIONS for
additional information). If independent engineering analysis is required, this expense will be the
responsibility of the owner/grower.
Special attention needs to be given to the seeding specifications. The lagoon dike must be seeded
according to specifications before the system can be certified and stocked with animals. (Consult
with your SCS-Conservationist regarding mulching).
I�oTE 'f1+t5 LA60014 VILLg_ r� -To 13S_ C.INrrfr-2�
aq� X /lg

CARROLL'S FOODS, INC.
P. O. Drawer 856
WARSAW, NORTH CAROLINA 28398
MEMORANDUM
TO: All Prospective Contract Growers
FROM: Don Butler, Real Estate Manager
Howard Hobson, Resource Conservationist
RE: Legal requirements for swine growers in
North Carolina and how they relate to you
The facility design and waste management plan attached is of the utmost
importance to you and to Carroll's. This plan must be approved by a technical specialist
with USDA Soil Conservation Service prior to construction start. The lagoon must be
constructed exactly as designed unless changes are approved by the original designer and
SCS personnel. The approved,plan needs to become a part of your permanent records
and must be readily available for review if and when your farm is inspected by state
regulatory personnel.
When earthwork and lagoon construction is complete and the top of the dike and
outside slopes of the lagoon has been graded, seeded, and fertilized it must pass a final
inspection by SCS personnel in order for your farm to be certified ready to stock
animals. At the time of final construction approval the grower and the person certifying
construction must sign a document called Certification for .New or Expanded Animal
Feedlots (a blank of this form is enclosed in your package) and this form must be sent
to the Department of Environmental Health and Natural Resources in Raleigh. Copies
of the signed document should be kept in your permanent file, one copy goes to SCS for
their file, and_a copy must be presented to Carroll's Foods before any animals can be
placed on your farm. The owner is responsible for the Certification being completed
and sent to the appropriate places. Remember, No Certification -- No Animals.
If you have any questions about any of the above information please contact one
of us by calling 910-293-3434, extension 246.

. 1
ator:KEITH ENZOR County: COLUMBUS Date: 09/06/94
Distance to nearest residence (other than owner) : 900. 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
3552 head (wean to feeder) x 30 lbs. = 106560 lbs
Describe other 0
Total Average Live Weight= 106560 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 106560 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 106560 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION NOf cawA;rFD A;- ©fees Apoer-
Volume = 0. 0 cubic feet
4 . TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 285. 0
Inside top width (feet) ---------------------- 110. 0
Top of dike elevation (feet) ----------------- 55. 5
Bottom of lagoon elevation (feet) ------------ 45. 5
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 . 0 279 . 0 104 . 0 9.0
AREA OF TOP
LENGTH * WIDTH =
279. 0 104 . 0 29016 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
225. 0 50. 0 11250 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
252. 0 77 . 0 77616 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
29016. 0 77616. 0 11250. 0 1. t
Total Designed Volume Available = 176823 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
285. 0 110. 0 31350. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 31350. 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 = 106560 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 194650 gals. or 26022 .7 cubic feet
5R 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 = 18287 . 5 cubic feet

Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 19593 .8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 26023 cubic feet
5B. 0 cubic feet
5C. 18288 cubic feet
5D. 19594 cubic feet
TOTAL 63904 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
Freeboard===================================> 1. 0 feet
Side slopes=================================> 3 . 0 : 1
Inside top length===========================> 28,5. 0 feet
Inside top width============================> 110. 0 feet
Top of dike elevation=======================> 55. 5 feet
Bottom of lagoon elevation==================> 45. 5 feet
Total required volume=======================> 170464 cu. ft.
Actual design volume========================> 176823 cu. ft.
Seasonal high watertable elevation (SHWT)===> 48 . 0 feet
Stop pumping elev.__________________________> 51. 8 feet
Must be > or = to the SHWT elev.==========> 48 . 0 feet
Must be > or = to min. req. treatment el.=> 51. 5 feet
Required minimum treatment volume===========> 106560 cu. ft.
Volume at stop pumping elevation============> 106620 cu. ft.
Start pumping elev._________________________> 53 . 8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 157229 cu. ft.
Volume at start pumping elevation===========> 155702 cu. ft.
Required volume to be pumped================> 44310 cu. ft.
Actual volume planned to be pumped==========> 49082 cu. ft.
Min. thickness of soil liner when required==> 1. 5 feet
7. DESIGNED BY:-9-az.-� 44VGO.— APPROVED BY:
DATE: 91lp(19y- DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

5D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 21866. 3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 26023 cubic feet
5B. 0 cubic feet
5C. 20409 cubic feet
5D. 21866 cubic feet
TOTAL 68297 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
Freeboard===================================> 1. 0 feet
Side slopes=________________________________> 3 .0 1
Inside top length===========================> 294-. 0 feet
Inside top width============================> 119 . 0 feet
Top of dike elevation=======================> 55. 5 feet
Bottom of lagoon elevation==================> 4.4 . 0_ 'feet
Total required volume=======================> 174857_ cu. ft.
Actual design volume========================> t272973 cu.
Seasonal high watertable elevation (SHWT)===> 48 .0 feet
Stop pumping elev.__________________________> 51.8 feet
Must be > or = to the SHWT elev.==========> 48 . 0 feet
Must be > or = to min. req. treatment el.=> 50. 0 feet
Required minimum treatment volume===========> 106560 cu. ft.
Volume at stop pumping elevation============> 143638 cu. ft.
Start pumping elev._________________________> 53 .8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 201107 cu. ft.
Volume at start pumping elevation===========> 199236 cu. ft.
Required volume to be pumped================> 46431 cu. ft.
Actual volume planned to be pumped==========> 55599 cu. ft.
Min. thickness of soil liner when required==> 1.7 feet
7 . DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

` SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed 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 53 . 8 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 51. 8 . This temporary
storage, less 25 yr- 24 hr storm, contains 44310 cubic feet or
331440 gallons.

SHEET 2 OF 2
4 . The recommended maximum amount to apply per irrigation is
one -(1) inch and the recommended maximum application rate is 0. 3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7 . All surface runoff is to be diverted from the lagoon to stable
outlets.
8 . Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9 . The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

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

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the .discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
1
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1. 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
60. 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)
0. 0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0. 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
40. 0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1000. 0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
2 . 0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100. 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.

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SHEET 1 OF :?
SPt_CiFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION :
------------------------
The foundation area of the lagoon embankment and building pad shall be
r, l earad of trc=_es , logs , stumps , roots , brush , boulders ,sod and rubbish .
Suti=fac=ory disposition will be made of all debris . The topsoil from
t•hc and. pad area should be stripped and stockpiled for use on
the dike and pad areas . After stripping , the foundation area of the
laaoon embankment and building pad shall be thoroughly loosened prior
to placing the fir•zt lift of fill material to get a good bond .
EXCcVATTON AND EAI THFILL PLACEMENT:
------------------------------------
Th a excavation and earth f i l 1 shall conform to the lines ,
grades , and elevations shown on the plans . Earthfill material shall
ba fraa of material such as sod , roots , frozen soil , stones over
o inches in diameter , and other objectionable material . To the extent_
th:�y are suit_able , e;<cavatcd materials can be used as fill . The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in th•i,:kness when loose and prior to compaction . Each layer
will b.r� compacted by complete coverage with the hauling and spreading
*�?quipmen+_ or standard tamping roller or other equivalent method .
Compaction will be considered adequate when fill material is observed
+ c, :r sc�l ;dai to the point than settle-ment is not readily det<-c+_ihl:... .
Nnl'c ThF '=,,PECT -iL REQUTREMENTS FO^ PLACEMENT OF LINERS IN THE LINE;
r - r
r- r
i' , c' I iC,�TTON . 1 !�;- :•�mb-3nkm^n+ of the lags>c)n =�hrll
- u_r
rl�, ? � l e,� l -in'_: i hii mor i m��ervi`i.,s m.r+ eri n is from the rP..•? _._
Ccnstr',_ ctic.)n of fill heights shall incl.ude 5 perc"'ni: f-:":S'
_._: � ; ::m=r,� ni!•_:�s c)ve.- 15 feet i,i height and t,rith an impoUndment
i• ! n , 'I
{ e.,et cn- fie%r' _ `•ll l rindf_i- �'i1 � .jUi' . e�lCtlnn Or � !le:•
•�. irl i I: :'i:= 'I :.i i-ii }. -;,- -r_.1nC- :... +Il; �tl ,`t�i-z?n C'C:' ?n -•� e: •�i 1' � .

I.- IN Ei' Ff I I J I"f I') T;I 1('12'N F ';S HAI.I E 1 . 6 f t'.
N
1z 1'.A! I ; ?:1 I AI-F (A) 1 1.) L-11-11 M ME AT FJA,CH E 1) rj'O I L
1 1 1 11-4 t-j;f fli I I A:'-'I f-
MA I M 1 At. I
bi ai j r I I ii ii,- 1 14 C: I, .trl . A�1 7;r c'r I ow F P-1 C L I C r-
P BY I H1 h f L'3 I'!'! T .
Wh ur I i c- m... I i I- t n ni.1 n ­v c:ff they :•Jl 'I I b
'!':-I(�- f-,urt r".:4+'-i on F1 Fj 1 *1 be beckf
f7 1) 1 f i C-ri h. !:'C .C1 I)
.r r-r E rz 'r c) ri 1c "j c)I I i rivi I VI rfffIPMA T I CIM IN 'mF PLA1.1%* F()R SPECIM
C 0 N S 11)F. r,A T f()M
SHEET 2 OF 2'
50 i 1 1 i ner ma ter i sha 1 1 r-ofriva Fr-,.,ni .-in -31:)pt-,-),/el bcrrow 3r-Q- a Thy
minimum water cant•"nt of LhtF, lino.n material shall be OPtiMLIM MOiStLit-S
content which !'h•-1 t M-7,i-.-4'11 t-Q cc)nFnni: when the soil is
in the hand it form :, br.- Il -.41-lich deer: nol" read-fly -1-eparate. 1q,".-r
sha 11 bc-- idded Fo borr C-1 W 3'3 r'i r-:1 *.3,:-:1 r-V t C) 1 n-:;u r e proper m':i S t 1.1 r-� ':-?f- ;'I?
during placement of the-. 1 i nrr lhlli- mnistur- content of the liner
material :,hall nc-f- w-litcr conf-ent during placern;v-it .
The maximum watEi?r % t? m , !rasnqoo w-:-
I
for r---I:f i C:ief-It LISP hat.i I i nt':! r? i i p m c r I i- a n d j)r o r.e r ;7!q mp•'1 lion . r F:-:-
c c)n)Pai C+i(-�n 0 f t h%_-, I i 1 s p. 1 ;.li(-r-m c n r, Q iric:hI i f I:, -:,n d
compactod to .-.if: Icast 90 pt-r;-.-�n ► the A`17111 0623 Dry Unit
e -I hai-r
- 1 -1 m t e I ial W 1 :7moot: o. -I . the Pf -ViOL - lift
�-.h a 11 bl3 s a r i i: d n,-.--d a, r-1 :f r!d h f r-e ;-I a c eavan t c,f t h e .i e x
I i. i t
The sinale most i m p n r t a n F f a r f­o i- f f r-c t i n r-1 overall the
- 1- 11 compacted perme-
,-`Ibil if:Y Of M clay 1 inor . of-h;-:?r than the �ype of clay us-ad for the
liner , is -F h F. e f f i .--j e j-1 J. c.:..,i I--:z t r t i l: 1- 4­n n r oc es sing of t h Is. compacted I i ri e r
The sv?qflenoo ilf c'­,Ij ipni.=iif: it:-- Z:,:A rr,,it iiia of :-:q1.j7pmL-;i4: in an estab­
I i s h e d pa i t I-r t i I I I! p.=: i.i ,i n i r l-,r ri i i v -in -1 h r. wh o 1(-: placement a n d
compactilin . Fcw I.IV I-, , a .tamping or sheepsfoot
rol Ier iF-. the Preft;;r�,bl ­ +.vr;r- of compaction equipmcnt
The 30i I I iner 4 -,m f'h P I I i s c h m r g e of wa:3 I:e ou t I iL-
P-i p,e's . rhi...7 ­.-;n ri(:'no of ene-r-Cly
or using Flcixibl
Alkern---- f ,wed bt-111-onite
f,'t I T F F R M 1

1 CI
r i-i r 1 1. rit; i- r i cl I-h:-, h r co- r-on f r-i..i o:-t c-.- J •i r:a 1 1
r 1 +
p ,-,,n a n c:n t f -i
n C1 i'l r I V t,13 1-. 1 1-1 C.u I d b b• -i.3h-Ij
i -
C1IJ I" ';r ( pi Po n < tC a Cd d i d5
W h an h i 1 t, 1ra-i n s a r- n o I.J.-I a r d , t I:n t 1 1 1 1 h,n. remove d, to -5 M I n I M U rri
of 10 f as b--a r,d t h o tj t 7,i d c. t ta• o o p e f i-h c d 1 k e T h-. t i I e
t�,-H m r, a'7 9 w th a r,o d m a t e r i a I s i i c h '1':3
C C L C H
SHEET 1 OF 2
OPERATION AND MAINTENANCE. PLAN
------------------------------
This lagoon is designed for waste treatment (Permanent storage' and
180 days of temporary storage . The time required for the planned
fluid level (permanent and temporary storaga) --o 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 ) !Nast.` from animalo 3r.-I (2) rainf.3111 af-.-er evaporation . Al so
inCl LldtzCi is storage for the 25 yez-,r -- 24 h-:,ur- z-'-- -F,.:.r the 1 oc�`c.n .
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from :rear to year , but excess
rainfall will vary from year tt� ye-ar . The ""5 year ra-4nfall will not
be a factor to consider in an annual PLMpi-lq CVCIS ,. 'Out thiC storage
volume must always loe ov.7,iilable .
A maximum elevation is determined in aach dersian to begin
r-)1 -
-imping 3n,-JJ this is u.sually 1-,he (:)L.1+: 1 .+�' 1 - inv-.-,rt of pipt�. ES) from
bUilding (F) . If th-Z OL!i-let pipe is n--:S t i n s I I tr!d z.t the elevation to
i ris to 1 ed
begin Pumping , a permanent marker must L I-
be at this elevation
to indicate when pumping should begin . An elevation must be established
ea-F
o stop pumping to maintain lagoon t. -ment depth .
Pumping can be started -or stopped at any time betwF-en these two
o n::; f c,r o p e n c--i c on v, s s i i:n- c-o n d o n.-3 p a r m J t , s u
t hc-r C)--t- I i. i V W,�-.S J:e w i 4 1;t
op Ild C?-JUipni�.-ni- n ordpr i :?
runoff or
Land a}:),-) 1 i(7,n, on f w a i. a(-I i d .:I c P t.-:i'r.)"I
-1C -;-.-1v,. C1

C.-I r, I-
-s r i n-1�I-- r I
v r r I_j c n q
-I.,,1 k -1 d f-.;1-10 f-I 1 Ci k7(F:.
Whc:n Pr-cme.-h."a i nu 1 7) p I...-t
., :3 r n _:,
f I Ll Z.h h I.I i 1.(1 i v r.: I -d I ;j c%or,n I irpI i(I V, 'r d r.c)+
TI 1*h i
-I A I f'1 1.
b f o r cL.. land pp
P­ o r I vi h n 1i -i d 1 e v c.I
Ih n s t 10 n
Stop purlip-
4:J I C1
M t I.. . T h c m r a r
r
v r hr f
5 0
SHEET OF 7
4 . The recommended maximum .amount tc aPP Y ;7,sr rr-1 ga on is
one i nch and the recommended Mari MUM e.F;.z, a i on rate. is 0 3
i nch per hour . Refer to the was ta u t i 1 i zza t i 1 an f c r further deta-i I s
5 . Keep vegetation on the embankment and ar=__-s adjacent to the
a a oon mowed annually . I --A
VP-0atatic)-r! -i-rtilized as needed
to maintain a vigorous stand .
6 . Re,;7air --iny
e s a b 1 i z h `1:-, v C c-!o ta t ir,n .
7 All SUrface runoff is t.z,, be diverted laG-oon to Stable
tz
8 . Keep a minil-I-lum veae-, a buffer around
_e UtiliZ3 -I fiald-s 4.
not be applied in open dit(-hes . Do not -LIMC fpe-�- -)f a
r I
w4t -'...hin 100
i'
I
h,7, -P
manner not ' -I raacb zinc.' L 1 L.. J- 4:
9 . The Clean W a i­ r Act: f '19 b 1 -3 4- s 11-1 r:I e o
P o 1_1+.a n t S into watery of the e U n i t d Siea z The [DPp.3rtment of
EnvIronme-nt . alth . ..j t,I r:3 �.3 f I of Environ-

SEEDING SPF-CI � ICATIONS
----------------------
AREA TO ?E SEEDED : 1 . 0 ACRES
!1 SF. THE SEED MIXTURE INOIC:ATED AS FOLLOW"J' :
0 . 0 LBS . FrSCUF GRASS AT 60 LBS . /AC,?Z
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES : SEI'TEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0 . 0 LBS . !AYE GRAIN AT :30 LBS . /ACRE (NURSERY FOR FESCUE)
0 . 0 LBS . ' PENSACOLA ' BAHIA GRASS AT 60 LBS . /ACRE
(SEE FOOTNOTE NO . 1 )
SEEDING DATES : MARCH 15 TO JUNE 15
3 . 0 LSS . HULLED COMMON Bf_RMUDA GRASS AT 8 LBS ./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES : APRIL 1 TO JULY 31
0 . 0 LBS . UNHULLED COMMON BERMUDA GRASS AT 10 LBS ./ACRE
SEEDING DATES : JANUARY 1 TO MARCH 30
� . 0 Lf?S . RYE GRASS AT 40 LBS . /ACRE (TEMPORARY VEGETATION)
SEEDING DATES : DECEMBER 1 TO MARCH 30
l_B S .
APPLY THE FOLLOWING :
L3`:' . 0* 10- 10-• 10 FEF2TILILER ( 1000 LSS . ;ACRE)
= . 0 TONS OF 0(�LOMITT:C LIME (? TONS
100 . 0 SALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE)
'ti.L!_ "llPF)ACE _D ��c TN`?T;AI__L_`0 P!' TOR To SEEDING . Sf-IAPE
AL!- 1,7 T 'STU,r ED 1h-!MFD TATELY AFTER Ic ARTH MOVING IS COMPLETED .
^!. LIME AND cERTTI.- T%r!? THFN 7 T K TO PncpArlE A 3 TO 4 INCH
J nn CeC lAl:,I it Ti L i iA
;FEDt..E p . AP L `r` Cl hi ;,EcDB D 4J'TH j
';',i ! 1 1.1tl -r.ir �n i ','ll�! r„� AND _l'URF iITH 1 MULCH
`!` .. r, I !J(-. '—,_till "!!: !,i -�•T ! pl,-.
• �.I' _ ?1 ,•'t ,..•.i! ? .`1- ... . :� al+.�i i1 i it 7T BL THAN
, T

U. S. Department of Agr lture NC-ENG-34
Soil Conservation Servicr September 1980
File Code: 210
Z_ aayyoDn
HAZARD CLASSIFICATION DATA SHEET FOR 1S
Landowner County
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool s/o Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. :Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. I Ft. Ft.
1
l✓s d /�C ' N O wl
2
3 .
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
Hazard Classification of Dam a b, c) (see NEM-Part 520.21)
)�4010--
Zam-classification (D II, III , IV, V)
Date
(name) t t e
Concurred By 64-faL-7' C'7UWW. Date -7 "aq "'114
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

SCS-ENG-536 U. S. DEPARTMENT OF AGRICULTUR
Re.. 5-70 SOIL CONSERVATION SERVIC
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME X E/rH 1'6'Nz c e- DISTRICT 70 IL U M Bd.S
DATE 2- g- g 4- COUNTY l'o,-u M B C
S. C. S. PHOTO SKEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIO.:IST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE (MADE IApprox scale I"--feet
Locale reference point n center line ai dam and Identify an stretch.
I
I
I
I I I
1 I
�1
- 14
�-'
SHOW SB / s8 �z �3 BORING AND PROFILE
DEPTH 'Make and Gst dam-site and soifheay bortnps first-rhei ana aid barrow pit borows-separate loth wrelaai lad fine.
ICondnaet an back whom nacvsaryl .Show water aabfe eteaat(ons ow dart-site bortn--
SCALE
I jj 2 3 ; 4 11 5 6 7 8 9 10 11 112 11 13 114 15 16 I 17 18 19 20 21 22 2<
D—/ w rl sm 111
- Z 11 1 C 'G MI
w Z. M I rG e C wTs Is C Ism I I I.
3_4 I M 1 I c I c I C I I
r- I s rl t I s G 5G a 14 t l
eci p l P P
3 P I P P P I I11 1
"C' ISPi I �? I PI I I I I
I
Vo Cv< +`�iLaL lZGSO�//z GES O .. 6
6 /2VCF D', �'.v,c•Y.vti ..r Nt; x_wa� r �-rati
BORINGS 1�LADE BY �.?'cts E u1 r.,�j 3'�'3 GNATURE & TITLE ��•�- A4 . --

�jl _
rn
.' ---- _-.r;_.-`� -- . __ ram-•^- =C � - t`.�7 � �- -�
----------------
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-17
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CS �'

CIRCLE E FARMS - GROWER #287
STUART HAYES & KEITH ENZOR
2 (1600) WEAN TO FEEDER EXP4-1t,ISIOA)
STATE ROAD #1355 - COLUMBUS COUNTY
.b
t., cmo
GORpp IA
e
3A'20' 11 133.76 1.1 4*3 Cu lA*3 1410
4
im 41
,fly p 1 10=2 it! 1352, .5
Is rz A/ 41 1
1-10
lAl
IAIQ
crowood
lo�
F*,R BLUF
PAS
tw
13J2 A 20
137A loc.
1333 TAOS
'a 1356 0
90
JJ2
7m
Lm
1.9
L
t3sa Lm
11A.
liss v3sl .p -..
SIC,
a G—
DIRECTIONS: FROM BLADENBORO, TAKE HIGHWAY #242 TO CERRO
GORDO. AT CERRO GORDO, TAKE RIGHT ON HIGHWAY #76 . IN FAIRBLUFF TURN
LEFT ON HIGHWAY #904. AFTER APPROXIMATELY 4 MILES TURN RIGHT ON
STATE ROUTE #1356. TAKE NEXT RIGHT ON STATE ROUTE #1355. FARM
WILL BE ON LEFT APPROXIMATELY 1 MILE.
MAILING ADDRESS: SHIPPING ADDRESS:
CIRCLE E FARMS CIRCLE E FARMS
RT 1 BOX 115 STATE ROUTE #1355
FAIRBLUFF, NC 28439 FAIRBLUFF, NC 28439
08-I
BROWN'S OF CAROLINA,INC,
303 EAST COLLEGE STREET P.O.BOX 487 - WARSAW.N C 28398-0487 - OFFICE: [phone] - FAX:[phone]

t
0verator:Circle E Farms County: Columbus Date: 10/11/95
!�IT,— r
uistance 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
0 sows (farrow to wean) x 433 lbs. = 0 lbs
3200 head (wean to feeder) x 30 lbs. = 96000 lbs
Describe other 0
Total Average Live Weight = 96000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 96000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW -
Volume = 96000 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet 'Uo 5L0j)C)o5- �
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 135.0
Inside top width (feet) ---------------------- 200 .0
Top of dike elevation (feet) ----------------- 50.3
Bottom of lagoon elevation (feet) ------------ 40.3
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 . 0 129 . 0 19,4 . 0 9. 0
AREA OF TOP
LENGTH * WIDTH =
129. 0 194. 0 25026 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
75. 0 140.0 10500 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
102 . 0 167. 0 68136 (AREA OF MIDSECTION * 4)
CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
25026. 0 68136.0 10500. 0 1.5
Total Designed Volume Available = 155493 CU. FT.

I ,
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
135. 0 200.0 27000.0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 27000. 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 = 96000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 175360 gals. or 23443 . 9 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a 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 feet
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 = 15750.0 cubic 'feet

t
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 16875. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 23444 cubic feet
5B. 0 cubic feet
5C. 15750 cubic feet
5D. 16875 cubic feet
TOTAL 56069 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
Freeboard___________________________________> 1. 0 feet
Side slopes_________________________________> 3 . 0 . 1
Inside top length___________________________> 135. 0 feet
Inside top width____________________________> 200. 0 feet
Top of dike elevation_______________________> 50. 3 feet
Bottom of lagoon elevation__________________> 40. 3 feet
Total required volume_______________________> 152069 cu. ft.
Actual design volume________________________> 155493 cu. ft.
Seasonal high watertable elevation (SHWT) ===> 46.5 feet
Stop pumping elev.__________________________> 46 .8 feet
Must be > or = to the SHWT elev.====______> 46.5 feet
Must be > or = to min. req. treatment el.=> 46.3 feet
Required minimum treatment volume=====______> 96000 cu. ft.
Volume at stop pumping elevation=====_______> 98797 cu. ft.
Start pumping elev._________________________> 48 . 6 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 138618 cu. ft.
Volume at start pumping elevation=====______> 138445 cu. ft.
Required volume to be pumped________________> 39194 cu. ft.
Actual volume planned to be pumped=====_____> 39649 cu. ft.
Min. thickness of soil liner when required==> 1. 5 feet

T. DESIGNED BY: '--XPPROVED BY: .••••Cf / )��/`°°O
• o. s
DATE: A/� DATE:
`o � • 6 5 :
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN0060*"��°'►;�/Y(�l (�,� � .
COMMENTS: F ORI .
*Note: Engineering approval is for minimum design standards
and is based on pre-construction site and soils investigations.
Technical specialist shall verify soils during construction, coNsu,:,
with Engineer on any required modifications, and perform final
as-built certification. Technical specialist is responsible
for excavation calculations and nutrient management plan.
Technical specialist to verify with owner/operator (1) all
applicable setback distances, and (2) excavation of known
tile drains in construction area before sitework begins.

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

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

-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1. 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0. 0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
30. 0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0. 0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
10. 0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0. 0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1000. 0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
2 .0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100. 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.

SOILS & SITE EVALUOT
Operation: a.-I&OO state Road
Date: County:
Distance to nearest residence: 0 "
Number of homes within half-mile radius:
Number of homes within one mile radius:
Distance to closest swine producer:
Distance to Feedmill:
Wetland Information:
Comments:
Depth 1 2 3 4 5 6 7
(ft)
0-1
1-2
2-3
y 3-4 `
1.75
5-6
6-7 $r'`
7-8
8-9 Sd✓
9-10
IF 10-+
1 1
* Seasonal High Water Table
Borings made by: �i_, ejej �
Signature & Title: ��

u. j. uepartaen�. or ritjr-i cu► =rd _.-�
Sail Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR L 6i)VA 5
Landowner ��:L '15�. " Caicnty
_,,mmunity or Croup- No_. Conservation-'Plan No. .
Estimated Depth of Water to Top. of Dam S 8 Ft.' Length of Flood Pont o?Oy Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
t. .ETev. :Est. -Elevation
• Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land.Use Improvements : Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft.
2 _
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
Hazard Classification of Dam 6 b, c) (see NEM-Part 520.21) .w.
Dam Classification (I, II, III, I�l, V)
Date
name (title)
Concurred By " �- tf';`= Date
name-1 ' . ti t1 e)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

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LAGGGN .. MAR' ER
FREEBC)'Arv.) + -'.-'!.--)YR/24HR STORM
MAXIMUM LIC)l LEVEEL
6 M C) T E- ",A;Z\l y
MINIMUM L E V E L
PERMANENT '.")F

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

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

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

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

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

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed 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 48 .6 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 46 . 8 . This temporary
storage, less 25 yr- 24 hr storm, contains 39194 cubic feet or
293170 gallons.

. r
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.

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