360004_Application_20240326

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
Eaker Dairy Inc
Eaker Dairy, Inc.
610 Roy Eaker Rd
Cherryville, NC 28021-8207
NORTH CAROLINA
Environmental Quality
February 12, 2024
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non -Discharge General
Permits. you must submit an apnlication for nermit coverage to the Division of Water Resources (DWR) by April 3, 2024.
Enclosed you will find a "Request for Certificate of Coverage for Facility Currently Covered by an Expiring State
Non-Discharee General Permit." The application form must be completed, signed by the Permittee, and returned to the DWR by
April 3, 2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699 1636
Email: animal.operations(iDdeq.ne.goy
phone: [phone]
Please note that you must include one (1) coov of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to $25,000 per day.
Copies of the animal waste operation State Non -Discharge General Permits are available at
www.deq.nc.gov/anilnalpermits2O24. General permits can be requested by writing to the address above.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please
feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129.
Sincerely,
Michael Pletraj, Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered by an Expiring State Non -Discharge General
Permit
NortbCarnlinsDep�rtmtntafFm°iraummtJlQuaIty DirisionofWaterRrs, ces
512North Salisbur Street 1430Mail ServireCenttr Ri1ri;L,North CArolim27699-16M
"' 919.797.9129

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: AWC360004
2. Facility Name: Eaker Dairy,_Inc.
3. Permittee's Name (same as on the Waste Management Plan): Eaker Dairy Inc
4. Permittee's Mailing Address: 610 Roy Eaker Rd
City: Cherryville State: NC
Telephone Number: 704-435-6231 Ext. E-mail:
S. Facility's Physical Address: 610 Roy Eaker Rd
City: Cherr v� State: NC
6. County where Facility is located: Gaston (j r
7. Farm Manager's Name (if different from Landowner): ekmen, i `` s�
g. Farm Manager's telephone number (include area code): IDI^ qw - gg o- D
9. Integrator's Name (if there is not an Integrator, write "None"): %SIc4C.
10. Operator Name (OIC): Cameron R. Eaker Phone No.: 704-435-6231
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
Cattle - Dairy Calf 100
Cattle - Dry Cow 100
Cattle - Milk Cow 1,000
Operation Types.
S►vine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cow
Pullets
Feeder to Finish
Dry Cow
Turkeys
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Mon Laying Pullet
Other
Layers
Zip: 28021-8207
Zip: 280218207
OIC It: 20943
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Stricture Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
LIQUID
Waste Pond
Full, clay
61,597.00
14,910.00
20.40
LIQUID #3
Lagoon
1l112010
Full, clay
335,850,00
55,056.00
12.00
PUSH -OFF
Waste Pond
Full, clay
31,248.00
7,056,00
12.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(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
c. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
It. The required NRCS Standard specifications
2. A site maplschematic
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. 1 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):
/7
Name (Print): L r�n9r y., Cct e �r Title: 0on"',
7
Signature: k Date:
'�
Name (Print):OaM PY o, u y� q G1 e "S%' Title: D[�Sr
3 --a
Signature: Date: (J 7 _-
Name (Print):
Signature:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-D W R
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
If you have any questions regarding this application or the general permits, please call [phone].

Animal Waste Management Plan Certification
(Please tvve or print all information that does not require a signature)
lExistine or New or<I-Expanded _'(please circle one)
General Information: Permit No: AWC360004
Name of Farm: Eaker Dairy Inc. Facility No: 36 --0004
Owner(s) Name: Eaker Dairy Inc. Phone No: 704-435-6231
Mailing Address: 610 Roy Eaker Rd Cherryyille NC 28021-8207
Farm Location: County Farm is located in: Gaston
Latitude and Longitude: 35' 24' 17" / 810 21' 16" Integrator:
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc,): In Chem ville off hva 150 turn on Cherry St Ext. and travel north
For'/z mile. Bear right on to Roy Eaker Rd, farm is 2 miles on rim
Operation Description:
Type of Swine No. of Animals
o Wean to Feeder
o Feeder to Finish
o Farrow to Wean
o Farrow to Feeder
o Farrow to Finish
o Gilts
o Boars
Type of Poulay No. of Animals
o Layer
o Non -Layer
Type of Beef No. of Animals
o Brood
o Feeders
o Stockers
Other Type of Livestock.
Type ofDany No. ofAnunials
4 Milking 1000
4 Dry 100
o Heifers
J Calves 100
Number of Animals:
Expanding Operation Only *Note * Dry Cows are pasirtred and Calves are raised off site.
Previous Design Capacity: 550 Additional Design Capacity: 450 Total Design Capacity: 1000
Acreage Available for Application: 999 Required Acreage: 751
Number of waste structures: 4 Total Capacity: _450,492_ Cubic Feet (ft3)
Are subsurface drains present on the farm: 'YES or o (please circle one)
If YES: are subsurface drains present in the area of the waste structures (please circle one or both as applicable)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a permit application and a new certification to be submitted to the
Division of Water Resources (DWR) and permit approval received before the new animals are stocked. I (we) understand that
there must be no discharge of animal waste from the storage system to surface waters of the state unless specifically allowed
under a permit from DWR and there must not be run-off fi-om the application of animal waste. I (we) understand that run-off
of pollutants from lounging and heavy use areas must be minimized using technical standards developed by the USDA -
Natural Resources Conservation Service (MRCS). The approved plan will be filed at the farm and at the DWR Regional
Office and the office of the local Soil and Water Conservation District (SWCD). I (we) know that any modification must be
approved by a technical specialist and submitted to the DWR Regional Office and local SWCD and required approvals
received from DWR prior to implementation. A change in farm ownership requires a permit application to be sent to DWR
along with a new certification (if the approved plan is changed). /,
Name of Land Owner: C 4 M e r� k H .5 � y /5 & er—
Signature: (.ten rILm- L2Y�-
Name of Manager (if different from owner
Signature:
Date: S!— 1 3 / Y
Date:
AWC - September 18, 2006

Technical Specialist Certification
L As a technical specialist designated by the North Carolina Soil and 'Water Conservation Commission pursuant to 15A
NCAC 6H .0104, 1 certify that the animal waste management system for -the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Water Resources as specified in 15A
NCAC 2T .1300 (formerly 2H .0217) and the USDA -Natural Resources Conservation Service and/or the North Carolina Soil
and Water Conservation Commission pursuant to 15A NCAC 2T .1300 (formerly 2H .0217) and 15A NCAC 6F .0101-,0105.
The following elements are included in the plan as applicable. While each category designates a technical specialist who
may, sign each certification (SD, SI, WUP, RC, I), the technical specialist should_ only certify parts for which they are
technically competent.
A Certification of Design
A) Collection, Storage, Treatment System
Check the irppropr•iale box
o Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
New, expanded or retrofitted facility_ (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds,,
have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print): David R Freeman
Affiliation Gaston SWCD Date Work Completed: 4/11/2014
Address (Ap-enev):1303 Dallas
6y
034
Phone No.:704-922-4181
Date: $t13M
B) Land Application. Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop is suitable
for waste management; and the hydraulic and nutrient loading rates are appropriate for the site and receiving crop.
Name of Technical Specialist (Please Print): Clifford Dean Parker, Jr
Affiliation Gaston SWCD Date Work Completed: 5/24/2018
Address (Agency�j: 1303 /Dallas Chrerr ille HwX Dallas NC 28034 Phone No.: 704• f922-4181
qi onnhire- / " .t.Cfl IIOr. _ i7ate- 5TJ -3 / 1 9
C) Runoff Controls from Exterior Lots
Check the appr•opriale box
o Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): Clifford Dean Parker, Jr.
Affiliation Gaston SWCD Date Work Completed: 5/24/2018
Address
Signature:
AWC - Septi
Phone No.: 704-922-4181

D). Application and Handling Equipment
Check the appropriate box
Existing or expanding facility with existing waste application a ui ment (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan),
New, expanded, or existing facility without existing waste application equipment forspray irrigation. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
o New, expanded, or existing facility without existing waste application equipment for land spreading not using
spray irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
Name of Technical Specialist (Please Print): Clifford Dean Parker, Jr.
Affiliation Gaston SWCD Date Work Completed: 5/24/2018
Address (Agency): 1 3 Dallas Chegyville Hwy Dallas NC 28034 Phone No.: 704-922-4181
Signature:_ (�kt/KUL -" Dater
E) Odor Control, Insect Control, Mortality Management and Emergency Action Plan (SD,
S11 WUP RC or I
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects
have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Clifford Dean Parker, Jr.
Affiliation Gaston SWCD Date Work Completed: 5/24/2018
Address (Agency): 1303 Dallas Cherryville Hwy Dallas NC 28034 Phone No.: 704-922-4181
Signature: Date: /IF
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June 21, 1996, when was it constructed or last expanded .1(we)
certify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners who own
property located across a public road, street, or highway from this new or expanding swine farm. The notice was in ompliance
with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified are attached.
Name of Land Owner:
Signature:
Name of Manager (if different from owner):
Date:
Signature: —Date:
AWC - September 18, 2006

III. Certification of Installation
A) Collection, Storage, Treatment Installation
New, expanded or retrofitted_ facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities ivithout retrofits, no certification is necessary.
Name of Technical Specialist (Please Print): David R Freeman
Affiliation Gaston SWCD Date Work Completed: 4/11/2014
Address (Agi
r
Signature: �
B) Land Application Site (WUP)
Phone No.: 704-922-4181
Date: eLla 1 Y
T
The cropping system is in place on all land as specified in the animal waste management plan.
Name of Technical Specialist (Please Print): Clifford Dean Parker, Jr.
Affiliation Gaston SWCD Date Work Completed: 5/24/2018
Address (Agency):
Signature:��
ille H
Phone No
C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified
in the plan.
For• facilities Yvithout exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print): Clifford Dean Parker, Jr.
Affiliation Gaston SWCD Date Work Completed: 5/24/2018
Address (
Signature
D) Application and Handlin$z Equipment Installation (WUP or I)
Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration
and adjustment materials have been provided to the owners and are contained as part of the plan.
o Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract; equipment specified in the
contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): Clifford Dean Parker, Jr.
Affiliation Gaston SWCD Date Work Completed: 4/11/2014
Address (Agency): 1303 Dallas Cherryyille Hwy Dallas NC 28034 Phone No.: 704-922-4181
Signature: Date: FEE
AWC - September 18, 2006

E) Odor Control, Insect Control and Mortality Management (SD Sl,_WUP RC or
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print): Clifford Dean Parker, Jr.
Affiliation Gaston SWCD Date Work Completed: 5/24/2018
Address (.
Signature
Please return the completed form to the Division of Water Resources at the following address:
Department of Environment and Natural Resources
Division of Water Resources
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the DWR Regional Office and the local Soil and Water Conservation
District Office and to keep a copy in your files with your Animal Waste Management Plan.
AWC - September 18, 2006 5

Ea kerDairyExpansio n201 8
1/1612013
Type of Plan: Nutrient Management with Manure Only
Narrative:
-A maximum of 1000 cows will be milked on the Eaker Dairy Farm. The milk herd will be totally
confined in freestall barns. Lounging areas may be used occasionally. Manure and milking parlor
wash water are stored in three waste storage ponds and dry stack facility for manure solids. Waste
is irrigated or tank hauled on pasture and cropland.
-100 dry cows are pastured and 100 calves are raised off site.
-Runoff from trench silos is diverted into waste storage ponds.
-A revision to the waste management system was completed in July 2008 to accomodate an
increase in the milking herd that provided for 240 days of storage in waste storage ponds 1, 2 and
3, A solids manure storage system was also planned to allow solids to be removed, composted
and re -used for bedding. This system provides 90 days of storage.
-All components were certified as installed on 4/11/2014.
-This waste plan revision was completed on 5/24/2018 and reduces storage in the pond areas from
240 days to 120 days, as provided for in the July 2008 revision to later expand the herd,
-Required and available acreage has increased to accomodate the reduced storage window.
-Copies of calculations provided in the July 30, 2008 revision by Samuel Bingham, NRCS, PE is a
part of this latest waste plan revision since it details the waste structures.
7131/2019 2:36:05 PM 1 1 i

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Custom Soil Resource Report
Soil Map
W m
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35, R5YN
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3
Map Scale.1:5,760 f pfhW on R portrat (8.5' x IV) sheet.
Meters
w N 0 50 100 200 300
0 250 500 t000 1-9m
Map pr jedim Web Mentor Corner coordinates: WGS84 Edge fits: UTM Zme 17N WGSB4
6
48l{000 45M 468=
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35- 293PN
35° 24's3•N

Planned Crops Summary
EakerDairyExpansion201
a
The table shown below provides a summary of the crops or rotations included in the plan for each field. Realistic Yield estimates
and Plant Available Nitrogen (PAN) recommendations are also provided for each crop as well as the crop's P205 Removal Rate.
The Leaching Index (LI) and the Phosphorous Loss Assessment Toot (PLAT) Rating are also provided for each field, where
available.
if a filed'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 PEAT 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.
Tract
Field
Total
Acres
Wettable
Acres
SMU
LI
Crop Name RYE
Recom-
mended
PAN
PLAT
Rating
P205 (lbstacre)
Crop
Removal Applied
230
1
42.08 42.08
CeB2
15
Cam, Silage 21.9 Tons
239
Low
74
NA
Small Grain, Silage 10.4 Tons
115
Low
56
NA
230
2
1B.41 16.41
CeB2l 15
Cam, Silage
21.9 Tons
239
Low
741
NA
Small Grain, Silage
10A Tans
115
Low
56
NA
230
3
7.7
7,7 Ce62 15
Fescue Pasture
4.8 Tons
158
Low
8
NA
230
R 47.25
47.25
PaD2 15
Com, Silage
16 Tans
174
Low 54j
NA
Small Grain, Silage
7.2 Tons
BO
Low 39
NA
230
5
25.37 25.37 CeB2 15
Cam, Silage
21.9 Tons
239
Low
741
NA
Small Grain, Silage
10.4 Tons
115
Low
56
NA
239 — 1
L. 8.62
4.9!
Pa D2
15
Com, Silage
18 Tons
174 Low 54
NA
Small Grain, Silage
7.2 Tons
80Law 39
NA
240
1 11.07
9.5
COA 15
Cam, Silage
28 Tons
305
Medium
95 NA
Small Crain, Silage
10 Tans
111
Medium
54 NA
240 1Rye
11.07
9.5 GoA 15
Cereal/Annual Rye OlS, HayAf7 Harvest
0 Tans
100
Medium
0
NA
240
1Aif 11.07
9.5
CoA
15
Mixed Coot Season Grass -Hay 3.5 Tons 154
Medlum
50 NA
5/23/2018 3:21:24 PM 116

Planned Crops summary
EakerDairyExpansion201
z4a
2
29.7
27.1
LdB2
10
Com, Silage
21.6 Tonal
I
Medium
73
NA
Small Grain, Silage
9.8 Tons
109
Medium
53
NA
240 2Rye
29.7
27.1
LdD2
10
Cereat/Annual Rye OIS. Hay-417 Han+est
F 0 Tons
100
Medium
0
NA
240 1
2AIf 1
29.7
27.4 LgB
10
Mixed Cool Season Grass -Hay 3.2 Tone
138
Medium
45
NA
240
3
14.3
13
PaD2
15
Com, Silage
16 Tons
174 Law
54
NA
Small Grain, Silage
7.2 Tons
80 Low
39
NA
240 3Rye 14.3
13 PaD2 15
Cereal/Annual Rye 018, Hay-417 Harvest
0 Tons
100
Law
0
NA
240
3A{f
14.3
131
PaD2
15
Mixed Coot Season Grass -Hay
2.6 Tons
1 i4
Low
37
NA
240
4
2_t
2.11F
LdB2
10
Fescue Pasture
4.9 Tons 1fi2
Low
8
NA
240
4Rye 2.1
2.1 LdD2 1a
CereaVAnnual Rye O/S, Hay4l7 Harvest 0 Tons
100
Low
0
NA
240
4Alf
2.1
2.1
LgB
1a
Mixed Cool Season Grass4-tay 3.2 Tons
138
Law 45
1dA
24i
4
7.5
7.5 Vag
10
Com, Silage
17.1 Tons
186
Law
58
NA
Small Grain, Silage
7.6 Tons
84
Low
41
NA
241
4rye 7.5
7.5
Val3
10
CereallAnnual Rye OIS, Hay -All Harvest
0 Tons
100 Low
0
NA
241
4alf
7.5
7.5
VaB 10
Mixed Coot Season Grass -Hay
3.1 Tons
136
Low
44 NA
241
5
15.6 15.6
ApB
15
Cam, Silage
24.5 Tons
267 Law
83 NA
Small Grain, Silagel1.3Tons
125 Low
611 NA
241
5rye
15.6
15.6 ApB 15
CereaIJAnnual Rye 018, Hay-4R Harvest
0 Tons
100
Low
0
NA
241
5a1f 15.6
15.61
ApB
15
Mixed Cool Season Grass -Hay
3.9 Tans
172
Low
55 NA
241
fi
7
7 GhA 10
Com, Silage
t 22.5 Tons
234
Law
77 _ NA
5/2312018 3:21:24 PM 215

Planned Crops Summary
EakerDairyExpansion2O1
Small Grain, Silage 9 Tons
95
Low
49
NA
241
6rye 7
7
ChA
10
Cereal/Annual Rye OIS, Hay-W Harvest
0 Tons
100
Law
0
NA
241
6ai1
.7
7
CIA 10
Mixed Cool Season Grass -Hay
3.2 Tons
134
Low
45
NA
244
1
29.3 24.18
CeB2
15
Com, Silage
21.9 Tons
239
Medium
74
NA
Small Grain, Silage
10.4 Tons
115
Medium
56
NA
244
1 rye
29.3
24.18CeB2 15
CereallAnnual Rye OlS, Hay-07 Harvest
0 Tons
100
Low
D
NA
2324 1
7.01 6
PeB2
10
_
Corn, Silage
19 Tons
Prow
65
NA
Small Grain, Silage
8.6 Tons 1
95
Lowl
46
NA
2324 -
2
24.93
23 Pe82 10
Corn, Silage
19 Tons
Low 65
NA
Small Grain, Silage
8.6 Tons
95 Low 46
NA
3078A
3 13.2 13.2
CeB2
15
Corn, Silage
21.9 Tons
Law
741
NA
Small Grain, Silage
10.4 Tons
115
Low
55
NA
3078A
4
39.03
39.03
CeB2 15
Corn, Silage
1 21.9 Tons
1 239
Low
74 NA
3D78A
5 1.63 1.63
CeB2
15
Fescue Pasture
4.8 Tans
15$
Low
8
NA
307$A
6
1.51
1.51 1 Cel]2 15
Fescue Pasture
4 Tons
132
Low
6
1 NA
3078A
7 2.96 2,96
CeB2
15
Fescue Hay
4.8 Tons
211 Low
75
NA
3078A
8
18.3
18.3
CeB2 15
Corn, Silage
21.9 Tons
239
Low
74 NA
3078A 9
18.59 18.59 CeB2 15
Fescue Pasture
4.8 Tons
168
Low
81
NA
3078A
10 16.94
16.94
CeB2 15
Com, Silage
21.11 Tons 239 Low
74
NA
3D78A
11
13.43
13.43 Ce82
]5
Fescue Pasture
4.8 Tans
158
Low
8 NA
3078A
1 12
2.451
2.45
CeB2
15
5/23/2015 3:21:24 PM 315

Planned Crops Summary
EakerDairyExpansion201
Fescue Pasture _~~
4.8Tons
i58
Low
B
NA
3078A 13 12.32
12.32
CeB2
15
Fescue Pasture
4.8 Tons
15,1Low
8
NA
3078A
14 32.03
32.03 CeB2 15
Cam, Silage
21.9 Tons 239 Low
74
NA
3078A
15 2.47
2.47 CeB2 15
Fescue Hay
4.$ Tans
211
Lew
761
NA
3078A
16 40.82 40.82
CeB2
15
Wheat, Grain
57 Bushels
Loy►
28
NA
Sorghum, Grain
57 CWT 1
98
Low
43
NA
3078A 17
8.83
8.83
Ce82 15
Fescue Pasture
4.8 Tons
158
Low
8
NA
3078A I
18
8.97
8.97
CeB2
iS
Fescue Pasture
4.8 Tdns 156
Lbw
B
NA
3078A
19 9.06 9.06
CeB2
16
Fescue Pasture
4.8 Tons
158 Low 8
NA
3078A 20 2.25
2.25
CeB2 15
_
Fescue Pasture 4.8 Tons
158 Low
8
NA
3707
5
3.76
3.76
tdB2
10
Fescue Pasture
4.9 Tons
162
Law
8
NA
3881
2
1.09
i.09 PaD2
15
Fescue Pasture
3.8 Tons 119
Low
6
NA
3881
1 3 8.24
8.24
HeB
/0
Fescue Pasture J
3.9 Tons
126 Low 6
NA
3881
6
15.61
15.61
Hel3 10
Fescue Pasture 3.9 Tons
126
Low
6
NA
3881
8
6.85 6.85 He
i0
Fescue Pasture 3.9 Tons
126
Law
6
NA
3882
24 332
3.72 Ld82
10
Fescue Pasture
4.9 Tons 162
Low
B
NA
Totals.,
781.84
750.53
Notes: 1. In the tract column, -- symbol means leased, otherwise, owned.
5/23/2018 121:24 PM 415

Planned Crops Summary
EakerDairyExpansion241
U
Potential Leaching
Technical Guidance
Low potential to contribute to soluble nutrient
None
<2
leaching below the root zone.
Moderate potential to contribute to soluble nutrient
Nutrient Management (590) should be planned.
> = 2 & < = 10
leaching below the root zone.
High potential to contribute to soluble nutrient
Nutrient Management (590) should be planned. Other conservation
leaching below the root zone.
practices that improve available water holding capacity of soil and
improve nutrient use efficiency should be considered. Examples are
> 10
Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328),
Long -Term No -Till (778), and edge -of -field practices such as Filter
Stdps(393) and Riparian Forest Buffers (391).
P Loss lndex
Rating
P Management Recommendation
0 - 25
Low
No adjustment needed; N based application
26 - 50
Medium
No adjustment needed; N based application
51 -100
High
Application limited to crop P removal
> 100
Very High
Starter P application only
5/23/2018 3:21:24 PM 515

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Required Soil Test Values
EakerDairyExpansion2018
The Required Soil Test Values shown in the following table provide a summary of recommended actions that
should be taken based off information provided at time of soil tests. Fields that receive manure must have a soil
analysis conducted at least once every three years. High levels of zinc and copper can adversely affect plant
growth. Alternative crop sites must be used when the concentration of these metals approach excessive levels.
Site life can be estimated by dividing the amount of copper and zinc to be applied in Ibslacre by 0.036 and 0.071,
respectively and multiplying the result by 0.85. By adding this quantity to the current soil index for copper or zinc,
we can predict life of the site for waste disposal.
In addition to copper and zinc indices, this table also provides a summary of lime recommendations for each crop
based on the first crop listed on the most recent soil sample. Application of lime at recommended rates is
necessary to maintain soil pH in the optimum range for crop production. If the first crop or rotation changes, these
recommendations may need to be reevaluated to ensure optimal ranges ofr crop production are maintained.
Tract ID
Field [[}
Crop(s)
pH
Lime Recom.
for Crop(s)
(tonstacre)
Cu4
Copper
Recommendation
Zn4
Zinc
Recommendation
230
1
Cam silage, Com silage
6
0.0
107
0.0
108
0.0
230
2
Cam silage, Com silage
5.7
0,0
63
0.0
79
0, 0
230
3
Com silage, Com silage
5.5
0.9, 0
75
0,0
84
0,0
230
4
Cam silage, Cam silage
5.5
0.9. 0
77
0, 0
79
❑, 0
230
5
Cam silage, Com silage
5.5
0.9, 0
75
0.0
84
0, 0
239
1
Small Grain (SG), Com silage
5.5
0.7, 0
72
0, 0
180
0, 0
240
1
Small Grain (SG), Cam silage
5.6
0.8, 0
187
0,0
442
0.0
240
1AIf
Small Grain (SG), Com silage
5.6
0.8, 0
187
0,0
442
0, 0
240
1 Rye
Small Grain (SG), Cam silage
5.6
0.8, 0
187
0,0
442
0,0
240
2
Small Grain (SG), Cam silage
5.6
0.8, 0
187
0.0
442
0,0
240
?Alf
Small Grain (SG), Cam silage
5.6
0.8. 0
187
0, 0
442
0,0
240
2Rye
Small Grain (SG), Com silage
5.6
0.8, 0
187
0,0
442
0, 0
240
3
Small Grain (SG), Com silage
5.6
0.8, 0
187
0,0
442
0,0
240
3Alf
Small Grain (SG), Com silage
5.6
0.8, 0
187
0,0
442
0.0
240
3Rye
Small Grain (SG), Cam silage
5.6
0.8, 0
187
0.0
442
0.0
240
4
Small Grain (SG), Com silage
5.6
0.8, 0
187
0,0
442
0.0
240
4Alf
Small Grain (SG), Cam silage
5.6
0.8, 0
187
0,0
442
0, 0
240
14Rye
Small Grain (SG), Com silage
5.6
0.8. 0
187
0,0
442
0,0
241
4
Small Grain (SG). Alfalfa M
5
2,0
48
0.0
145
0,0
241
241
4alf
4rye
Small Grain (SG), Alfalfa M
Small Grain (SG), Alfalfa M
5
5
2,0448
2,0
48
0,0
0,0
145
145
0.0
0,0
5/23/2018 3:23:23 PM 1 / 3

Required Soil Test Values
EakerDairyExpansion2018
241 5
Small Grain (SG), Alfalfa M
^ 5
2.0
48
0,0
145
0,0
241 5alf
Small Grain (SG), Alfalfa M
5
2,0
48
0,0
145
0,0
241 5rye
Small Grain (SG), Alfalfa M
5
2.0
48
0,0
145
0,0
241 6
Small Grain (SG), Alfalfa M
5
2,0
48
0,0
145
0.0
241 6alf
Small Grain (SG), Alfalfa M
5
2,0
48
0.0
145
0.0
241 6rye
Small Grain (SG), Alfalfa M
5
2.0
48
0,0
145
0,0
244 1rye
Small Grain (SG), Alfalfa M
5
2,0
48
0.0
145
0,0
244 1
Small Grain (SG), Corn silage
5.9
0.0
184
0,0
648
010
2324 1
Small Grain (SG), Com silage
5.1
1.110
64
0.0
202
0,0
2324 2
Small Grain (SG), Com silage
5.1
1.1, 0
64
0.0
202
0.0
3076A 3
5.3
0.0
52
0. D
95
0,0
3078A 4
5.3
0,0
52
0.0
95
0,0
3078A 5
5.3
0.0
52
0,0
95
0,0
3078A 6
5.3
0,0
52
.0, 0
95
0,0
3078A 7
5.3
0,0
52
0,0
95
0.0
3078A 8
5.3
0,0
52
0.0
95
0,0
3078A 9
5.3
0,0
52
0,0
95
0.0
3078A 10
5.3
0.0
52
0,0
95
0,0
3078A 11
5.3
0,0
52
0.0
95
0, D
3078A 12
5.3
0, 0
52
0,0
95
0, D
3078A 13
6.3
0,0
52
0, 0
95
0,0
3078A 14
5.3
0,0
52
0,0
95
0,0
3078A 15
5.3
0, 0
52
0,0
95
0,0
3078A 16
5.3
D, 0
52
0.0
95
0,0
3078A 17
5.3
D, 0
52
0,0
95
0,0
3078A 18
5.3
0,0
52
0,0
95
0,0
3078A 19
5.3
0.0
52
0,0
95
0,0
3078A 20
6.3
0.0
52
0,0
95
0, 0
3707 5
Small Grain (SG), Alfalfa M
5
2.2, 0
37
0,0
73
0.0
3881 2
Small Grain (SG), Alfalfa M
5
2.2, 0
37
0,0
73
0,0
3881 3
Small Grain (SG), Alfalfa M
5
2.2, 0
37
0, 0
73
0,0
5123/2018 3:23.23 PM 213

Required Soil Test Values
EakerDairyExpansion2018
3881
6
Small Grain (SG), Alfalfa M
5
�-2,37
0, 0
73
L 0,0
3881
8
Small Grain (SG), Alfalfa M
5
2.2, 0
37
0,0
73
0,0
3882
24
Small Grain (SG), Alfalfa M
5
2.2, 0
37
0.0
73
0.0
Zinc and Copper Toxici@y Levels in Soils
Metal
Soil Test Index
Recommended Action
Zn
300
Limit application on peanuts. Maintain soil pH >= 6.0.
500
Cease application on peanut land. Maintain soil pH — 6.0.
2000
Caution: seek alternative site (all crops). Maintain soil pH — 6.0.
3000
Cease application (all crops). Maintain soil pH >= 6.0.
Cu
2000
Caution: seek alternative site (all crops). Maintain soil pH — 6.0_
3000
Cease application (all crops). Maintain soil pH >= 6.0.
6/23/2018 3:23:23 PM 313

Required Specifications For Animal Waste Management
t. 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.
z. 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 heeds
for realistic crop yields based upon soil type, available moisture, storical data,
climatic conditions, and level of management, unless there are regulations
that restrict the rate of applications for other nutrients.
a. 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.
A=rj,' �---�lawu
APR _" rj ry,q
NOW— "'7 yf"3c tjons ti �i ri

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).
T 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.
lo. 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.
ii. 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 than 25 feet to perennial waters.
Zz. Animal waste shall not be applied closer than 100 feet

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.
1s. Animal waste shall not be discharged into surface waters, drainage ways, 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 wash down 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.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at
least annually at crop sites where waste products are applied. Nitrogen shall
be the rate -determining nutrient, unless other restrictions require waste to
be applied based on other nutrients, resulting in a lower application rate
than a nitrogen based rate. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum
crop production. Soil and waste analysis records shall be kept for a minimum
of five years. Poultry dry waste application records small 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.

LISDA
1.6M RCS
UAited States Department of Agriculture
Matural Resource: ConfervaGon 5?rvice
Prepared for:
Farm:
WHAT IS NUTRIENT MANAGEMENT?
Nutrient Management is applying nutrients
from all sources with the right placement, in
the right amount, at the right time, and from
the right source to minimize nutrient losses to
surface and groundwater. This practice is
accomplished through development and
implementation of a Nutrient Management
Plan, which can be part of a broader
Conservation Plan or CLAMP that addresses
multiple resource concerns.
PURPOSE OF NUTRIENT MANAGEMENT
A nutrient management plan is intended to
accomplish one or more of the following
objectives:
• To budget, supply, and conserve nutrients for
plant production.
• To minimize agricultural nonpoint source
pollution of surface and groundwater
resources.
• To properly utilize manure or organic by-
products as a plant nutrient source.
• To protect air quality by reducing odors,
nitrogen emissions (ammonia, oxides of
nitrogen), and the formation of atmospheric
particulates.
• To maintain or improve the physical, chemical,
and biological condition of soil.
CONTENTS OF THE NUTRIENT
MANAGEMENTPLAN
The following components are included in
nutrient management plan specifications
typical of more 'traditional'
NUTRIENT MANAGEMENT PLAN
SUPPLEMENTAL INFORMATION
N.C. Practice Job Sheet: NC-590
Tract(s): Date:_JT/
fertilizer and manure application methods.
When precision ag/variable rate application
technology is utilized, see the next section of
this Job Sheet for additional guidance on plan
requirements.
• aerial site photographs)/imagery or site
map(s), and a soil survey map of the site,
• Sufficient soils information —such as dominant
soil map until for each planned field —needed
to apply nutrients at RYE and Soil Test Report
determined rates as appropriate; and to not
exceed rates determined by nutrient risk
assessment planning criteria.
• location of designated sensitive areas and the
associated nutrient application restrictions and
setbacks,
• results of approved risk assessment tools for
any necessary evaluations for nitrogen,
phosphorus, and erosion losses.
• current andlor planned plant production
sequence or rotation,
• soil, water, compost, manure, organic by-
product, and plant tissue sample analyses
applicable to the plan. Where non-NCDA soil
testing labs are used, nutrient
recommendations must be made using NCDA-
similar guidelines and methodologies. Note:
high levels of soil copper and zinc may be toxic
to production crops. Land application of these
nutrients must be accordance with
NCSU/NCDA crop toxicity guidelines.
• Realistic yield goals for the crops planned for
nutrient application,
NC-590 Job Sheet May 2015 page t

• Planned nitrogen application rates based on
NC Realistic Yield Expectations (RYEs) or
sufficiently documented yield records,
• The Nitrogen Leaching Index for planned
fields,
• Planned P & K application rates based on soil
test results (see next section where P & K
applied through variable rate technology).
• listing and quantification of all nutrient sources
and form, including starter fertilizer
applications and legume -based cover crop
mixes.
in accordance with the nitrogen and
phosphorus risk assessment tool(s), specify
the recommended nutrient application source,
timing, amount (except for precision/variable
rate applications specify method used to
determine rate), and placement of plant
nutrients for each field or management unit,
and
• guidance for implementation, operation and
maintenance, and recordkeeping as specified
by the CNMP or applicable NC DWQ or
NDPES permit.
Where precision/variable rate nutrient
application applications are planned and
made, some required planning components of
the preceding section may be provided by the
overall conservation plant. In addition, the
following components are required in nutrient
management planning.
The geo-referenced field boundary and data
collected that was processed and analyzed as
a GIS layer or layers to generate nutrient or
soil amendment recommendations.
Planned nitrogen application rates based on
NC RYEs or sufficiently documented yield
records
The Nitrogen Leaching Index for planned
fields.
• The nutrient recommendation guidance and
recommendation equations used to convert the
GIS base data layer or layers to a nutrient
source material recommendation GIS layer or
layers.
• Soil testing documentation that crop
Phosphorus (P205) and Potassium (K20)
nutrient or soil amendment application will be
made per soil test results similar to NCDA
guidelines. Where P & K will not be applied
via variable rate application technology, but by
basic GPS guidance, recommended P & K
NC-590 Job Sheet May 2015
rates must be provided as specifications prior
to application.
• Note —where Diammonium phosphate (18-46-
0) is the primary variable rate P fertilizer
source applied on legume crops, additional N
will likely be needed to achieve RYEs.
The plan was developed based on the current
NRCS 590 standard and Federal, state, or
local regulations or policies. Changes in laws
or regulations may require a plan modification.
This Job Sheet is a required supplement to
the Nutrient Management Plan.
NC Permitted AnimalOperations: For NC
DENR-DWR or NPDES permitted animal
operations, the waste utilization portion of the
Certified Animal Waste Management Plan
(CAWMP) must meet requirements specified by
the Permit. The NC 1217 Interagency Group
provides guidance on the required minimum
elements of a CAWMP. This guidance is found in
Sec 1.1 of the latest 1217 Guidance Document,
located at:
http://www.nca r.gov/SWC/tech/quidancedocumen
ts.html.
Nitrogen Leaching index Values
Nitro en Leaching Index values obtained through
use of current Soil Hydrologic Group SHG -based
LI index maps in Sec II of the NC FOTG or RUSLE
2 field -specific soil loss calculations are included
in the Nutrient Management Plan. SHGs per soil
map unit are available through selection of the Soil
Data Explorer and Soil Properties and Qualities
(then select "Soil Qualities and Features") tabs
once an Area of Interest has been defined in
NRCS Web Soil Survey.
If the Nitrogen Leachinq Index > 10 for planned
fields, appropriate conservation practices must be
included in a conservation plan to prevent nitrogen
from leaving the field via surface or subsurface
runoff.
Below are conservation crop management
techniques and practices recommended for
mitigation of nitrate losses (practices also
documented in conservation plan):
page 2

NUTRIENT MANAGEMENT PLAN
DEVELOPMENT
The nutrient management plan has been
developed to meet nutrient application rate criteria
for all sources of nitrogen, phosphorus, potassium
as specified by NRCS 590 Nutrient Management
standard criteria.
In addition to NCDA Agronomic Division soil test
recommendations, or soil test recommendations
made through similar guidelines, the plan is based
on NC INMC approved values for realistic yield
goals, nitrogen factors, phosphorus removal rates,
default nutrient values for animal waste, plant
availability coefficients for N, P, and K, and animal
waste generation volumes where applicable.
Approved values are found at:
h:/lnutrients.soil.ncsu.edutndex.hfm
Where manure is applied, farm records may also
be used through a procedure provided in $B 1217
Interagency Group guidance, available at:
http,11www.nca r. ov/SWC/tech/9217committee.hf
ml
For NC permitted animal operations, planning
requirements for Plan "Amendments" (minor
modifications) and "Revisions" (Major
Modifications) are clarified by SB 1217 Interagency
Group Guidance.
ADDITIONAL PHOSPHORUS -RELATED
PLAN INFORMATION (Applicable when
increases in Soil Test P are expected on
the planned area
In NC, a field -specific Phosphorus Loss
Assessment Tool (PLAT) evaluation is completed
in accordance with 590 Nutrient Management
standard General Criteria requirements, and
phosphorus must be applied in accordance with
590 standard Manure Phosphorus Application
Rates.
In addition to the basic plan components, plan
information on PLAT categorical ratings, P
drawdown strategies, and conservation practices
to reduce P loss risk is required when increases in
Soil Test P are expected on the planned area.
Typically, this could occur when manure is
consistently applied at Nitrogen -based rates. High
levels of phosphorus in the surface soil layer have
been linked to increasing risk of P loss through
surface runoff and leaching.
❑ Increases in Soil Test P are expected
on the planned area (not typical if P
application made per soil test results).
PLAT Categorical Ratings Information
When soil test phosphorus continues to increase
on a long term basis, PLAT may produce results
that require P-based manure application planning
and planning for no additional manure P.
Conditions that will require P-based or no-P
planning will be based on site specific resource
conditions, which will facilitate data input into
PLAT. PLAT categorical ratings that will require
enhanced P application planning are:
HIGH: P-based manure application is required
(limited to P uptake in harvested crop biomass)
VERY HIGH: No additional manure P or starter P
application to be specified in nutrient management
plan.
Phosphorus Drawdown Strategy
Information:
Implementation of a phosphorus 'drawdown'
strategy may be a consequence of PLAT results,
or may be requested in order to lower soil test
phosphorus levels.
Should a reduction in soil test P be desired or
necessary, the only currently proven method of
substantial P 'drawdown' is to not apply manure -
based P and to plant and harvest crops that utilize
P currently present in the soil surface.
Crop specific estimated annual P removal amounts
are available on the NCSU Nutrient Management
in NC website:
httg:llnutrients.soll.ncsu.edu/yields/index.pbp
Conservation Practices and Management
Techniques to Reduce P Loss Potential:
Conservation practices, especially those that
prevent soil particle detachment and trap sediment
at field edges are effective in preventing
phosphorus movement from the planned site.
Manure application techniques can also be applied
to reduce P loss risk. These practices must be
included in the conservation plan where
determined PLAT risk = HIGH for planned fields.
Consult the conservation plan developed in
conjunction with the nutrient management plan for
information on practices recommended to reduce
phosphorus AND nitrogen loss risks. Application
management techniques to reduce nutrient loss
risk may be prescribed below:
NC-590 Job Sheet May 2015
page 3

Long Term StraLegy for Reduction of Soil P
Levels:
As noted in the P drawdown strategy section, the
only currently proven method for reducing high
levels of soil P is not applying P, paired with
producing crops on the planned site that use
existing soil P. Where soil P and PLAT
evaluations indicate an increasing risk to water
quality, substantially reducing soil P levels through
crop uptake can take many years of
implementation. When P is not applied, and
existing soil P is used by crops, eventually, soil will
become P deficient. Consult CES or NCDA
Regional Agronomy specialists for additional
information soil test P reduction timelines.
Manure P 12roduced in excess of cro
requirements:
Consult the nutrient management plan for a
quantification of manure generated by the animal
feeding operation that may exceed crop P
requirements.
"Manure Hauler" information
All manure waste applied on land owned by or
controlled by the Animal Feeding Operation (AFO)
owner or operator must be included in the nutrient
management plan. The volume difference in total
manure waste generated by the AFO and waste
applied to land not owned or controlled by the
producer must be accounted for in a nutrient
management plan.
General information on manure waste generated
by an AFO to be applied to land not owned or
controlled by the AFO owner or operator may be
recorded as specified in the NC CLAMP
Certification Sheet and Documentation Checklist or
other supplemental documentation to the nutrient
management plan. NRCS CLAMP technical criteria
re uire documentation of manure exports off the
farm (this can be done below The AFO
ownerloperator should provide the third party
applicator with a current waste analysis in order to
facilitate agronomic crop application of the facility's
generated waste. Should land not owned or
controlled by the AFO owner or operator be
included in a nutrient management plan, the
complete plan must meet 590 criteria.
Type and Quantity of Animal Feeding Operation
(AFO) manure generated by the facility:
Quantity of AFO manure generated to be exported
off the farm for third party application:
RECORMUPING
Waste reports from the NCDA & CS Agronomic
Division, or equivalent, are acceptable sources of
information for determining applied manure nutrient
amounts for recordkeeping or crop budgeting
purposes.
Records must be maintained for at least 5 years, or
for time and manner required by Permit for animal
operations to document plan implementation and
maintenance. As applicable, records include:
• soil, plant tissue, water, manure, and
organic by-product analyses resulting in
recommendations for nutrient application,
• quantities, analyses and sources of
nutrients applied,
• dates, and method(s) of nutrient
applications, source of nutrients, and rates
of application,
• weather conditions and soil moisture at the
time of application; lapsed time to manure
incorporation; rainfall or irrigation event,
• crops planted, planting and harvest dates,
yields, nutrient analyses of harvested
biomass, and crop residues removed,
• dates of plan review, name of reviewer,
and recommended changes resulting from
the review, and
all enhanced efficiency fertilizer products
used.
Additi6rtal WOrds for piociSion/variable rate
sites must include:
• maps identifying the variable application
source, timing, amount, and placement of
all plant nutrients applied, and
• GPS-based yield maps for crops where
yields can be digitally collected.
• Documentation per field nitrogen
application rates do not exceed RYE -
based recommended rates
• Documentation that applied phosphorus
and potassium recommendations do not
exceed recommended rates specified by
soil tests.
• For non -variable rate application of P & K,
provide applied map with field boundaries
indicating source, timing, method, and rate
of all applications.
• Where 'chlorophyll reader' technology is
utilized, application records that nitrogen
rates match RYE -based N rates as closely
as possible.
NC-590 Job Sheet May 2015 page 4

OPERATION AND MAINTENANCE
The producer is responsible for safe operation and
maintenance of this practice, including all
equipment. Review the plan periodically to
determine if adjustments or modifications to the
plan are needed. In NC, animal operations
permitting provisions may specify more frequent
review periods. Adhere to the following operation
and maintenance provisions:
® Protect fertilizer and organic by-product
storage facilities from weather and accidental
leakage or spillage.
• Properly calibrate application equipment to
ensure uniform. distribution of material at
planned rates.
Workers should be protected from and avoid
unnecessary contact with inorganic fertilizers
and organic by-products. Extra caution must
be taken when handling ammonia sources of
nutrients, or when dealing with organic wastes
stored in unventilated enclosures.
The disposal of material generated by the
cleaning of nutrient application equipment
should be accomplished properly. Excess
material should be collected and stored or field
applied in an appropriate manner. Excess
material should not be applied on areas of high
potential risk for runoff or leaching.
Disposal or recycling of nutrient containers
should be done according to state and local
guidelines or regulations.
NC-590 Job Sheet May 2015 page 5

EMERGENCY ACTION PLAN
PHONE NUMBERS
Dw� -70 q-
EMERGENCY MANAGEMENT SYSTEM -76 V - -locw
SWCD
NRCS = o
This plan will be implemented in the event that wastes fiom your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This plan should be posted in an accessible location for, all employees at the
facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Cali 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.
c, 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.
December 18, 1996

D: Leakage from flush systems, houses, solid separators -action include:
a, Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks- possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage, put in a
submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?,
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional office;
Phone - - . After hours, emergency number: 919-733-3942. Your phone call
should include: your name, facility, telephone number, the details of the incident fi-om 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 - -
2 December 18, 1996

4: If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off -site damage.
a. Contractors Name: 61" +
b. Contractors Address: n ayin k - Ale- c� 942-
c. Contractors Phone:_6:2-2
b: Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: SUM +-
b. Phone: W C2
7: Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems with
release of wastes from happening again.
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.
❑ 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

IV. Waste Storage Pond #1, #2 and #3
J` Waste Storage Pond ]#1 will collect manure and waste
water from the freestall barn, manure separation and solids
storage area. Waste will be transferred by gravity to waste
storage pond #3. Transfer pipe control elevation will be
set 1 foot below emergency spillway elevation or 2.7 foot
below top of dam elevation.
Waste storage pond #2 will collect manure and waste
water from parlor area. Waste will be transferred by
gravity to waste pond #3. Transfer pipe control elevation
will be set 1 foot below emergency spillway elevation or 2.0
foot below top of dam elevation.
A. Design Volumes
1. Normal Runo.ff for 240 day period
NOTE: Normal runoff for 240 day period will used in design
Use average runoff values in Ag. Waste Management Field
Manual for Gaston County. The drainage area consist of silo
area that has flow limited to a notch 4" wide and 211 deep,
the roof of old barn and concrete area between freestall
barns, the vegetated area between barns and pond and the
manure solids separation and storage area.
Drainage Area besides Silo Area = 32,000 sq ft
Surface = 25,000 sq ft
Unsurface = 7,000 sq ft
240 days Surface Runoff Depth = 17.77"
Sept - April Unsurface Runoff Depth = 7.79"
Surface Runoff= 17.77" * 25,000 sq ft= 37,021 cu ft
12 in/ft
Unsurface Runoff= 7.79 * 7,000 sq ft = 4,544 cu ft
12 in/ft
Silo Area Runoff - It is estimated that most of the normal
runoff will be captured through the concrete notch for
leachate.
Surface Runoff= 17.77" * 27,322 sq ft� 40,459 cu ft
12 in/ft
Unsurface Runoff= 7.79 * 10,000 sq ft = 6,491 cu ft
l2 in ft
Total = 37,021+4,544+40,459+6,491 = 88,515 cu ft/240 day

2. 25 yr - 24 hr runoff from freestalls, etc
CN = 95
Rainfall = 5.5
Runoff � 4.91"
Note: The 4"x2" orifice for leachate control will reduce
volume of 25 year storm runoff significantly. The volume of
silo area will not be added to the 25 yr-24 hr runoff.
25yr-24hr runoff- 4.91" * 32,000 sq ft = 13,093 cu ft
12 in/ft
3. Pond #1 Freeboard + Emergency spillway stage = 1.7 ft
4. Hydraulic Head - 1 foot of head is required to force
water into the transfer pipe.
5. Waste Volumes
Waste Volume from pond #1
400 milk cows are in freestall barns 90% of time -and
85% of the manure collected is stored in waste pond. The
literature on solid separators indicates a wide range of
values for total solids removal. A conservative approach
will taken in the design of the waste storage ponds. A
lower solids .removal rate of 15% will be used in design of
waste storage ponds for liquid.
Volume = 400 cows * 14 gal/day/cow * 240 days * 90% *85a
7.48 gal/cu ft
137,455 cu ft
Waste Volume from milk parlor
400 milk cows are in milking parlor 10% of time.
Volume = 400 cows * 14 gal/day/cow * 240 days * 10%
7.48 gal/cu ft
= 17,968 cu ft
100 dry cows are on lot 50% of time.
Volume = 100 dry cows * 14 gal/day/cow * 240 days * 50%
7.48 gal/cu ft
= 22,460 cu ft
Total= 137,455 cu ft + 17,968 + 22,460 = 177,883 cu ft

6. Normal Runoff for 240 day period for Parlor Area
Use average runoff values in Ag. Waste Management Field
Manual for Gaston County.
Drainage Area = 30,000 sq ft Surface = 10,000 sq ft
Unsurface = 20,000 sq ft
Try 240 days Surface Runoff Depth = 17.77"
Sept -April Unsurface Runoff Depth = 7.79"
Surface Runoff= 17.77" * 10,000 sq ft= 14,808 cu ft
12 in ft
Unsurface Runoff= 7.79 * 20,000 sq ft 12,983 cu ft
12 in/ft
Total = 14,808 + 12,983 = 27,791 cu ft
7. Rainfall minus evaporation on pond surface #2
30.2 - 19.1 - 11.1" = 0.9 ft/240 days
Volume = 0.9' x 84' x84' = 6,350 cu ft
8: Rainfall minus evaporation from pond #1
30.2 - 19.1 = 11.1" = 0.9 ft/240 days
Volume = 0.91 x 213' x 70' = 13,419 cu ft
9. 25 yr - 24 hr rainfall on pond surface #2
Rainfall = 5.5" _ .5 ft
Volume = 0.5 x 84' x84' = 3,528 cu ft
10. 25 yr -- 24 hr runoff from parlor area
CN = 95
Rainfall = 5.5
Runoff = 4.91"
25yr-24hr runoff= 4.91" * 30,000 sq ft = 12,275 cu ft
12 in/ft
11. Waste Pond #3 Freeboard + ESW stage = 1.0 ft
12. Parlor Water
400 cows x 5 gal/cow/day x 240 days/7.48 gal/cu ft
64,171 cu ft

13. Hydraulic Head - 1 foot of head is required to force
water into the transfer pipe for pond #2
14. 25 yr -- 24 hr rainfall on pond surface #1
Volume = 0.5' x 213' x 70' = 7,455 cu ft
15. Waste Pond #2 freeboard + ESW stage - 1.0
16. Rainfall minus evaporation on pond #3
30.2 - 19.1 = 11.1" = 0.9 ft/240 days
17. 25 yr - 24 hr rainfall on pond surface #3
Rainfall. = 5.5" _ .5 ft
B. Summary of Design Volumes
1. Waste Volume 177,883 cu ft
2. Normal Runoff, Parlor Area 27,791 cu ft
3. Normal Runoff from freestall, etc 88,515 cu ft
4. R-E from Pond ##2 6,350 cu ft
5. R-E from Pond #1 13,419 cu ft
6., 25 yr direct rainfall from pond 2 3,528 cu ft
7. 25 yr runoff from Parlor Area 12,275 cu ft
8. 25 yr direct rainfall from pond 1 7,455 cu ft
9. 25 yr runoff from Ereestall Area 13,093 cu ft
10. Parlor Water 64,171 cu ft
TOTAL 414,480 cu ft
Pond ##1 Direct
11. Hydraulic Head for Pape Transfer 1.0 ft
12. Freeboard + Emergency Spillway Stage 1.7 ft
TOTAL 2.7 ft
Pond #2 Direct
13. Hydraulic Head for Pipe Transfer 1.0 ft
14. Freeboard +- Emergency Spillway Stage 1.0 ft
2.0 ft
Pond ##3 Direct
15. Rainfall minus evaporation on pond surface 0.9 ft
16. 25 yr- 24 hr rainfall on pond surface 0.5 ft
17. Freeboard + Emergency Spillway Stage 1.0 ft
TOTAL 2.4 ft

8 months storage available in Ponds #1, #2 and #3
Normal Pump --Out Volume
177,883 + 27,791 + 88,515 +
+.9x296xl86
427,679 cu ft per 240 days
= 650,429 cu ft per 365 days
= 179 ac-in per year
= 4,865,000 gallons per year
6,350 + 13,419 + 64,171
Maximum pump out level
0.5' + 1.0' + (3,528 + 12,275 + 7,455 + 13,093) /(290'x180')
= 2.2'
D. Pump -Out Elevation and ESW Elevation
The waste storage pond for runoff should be hauled or
irrigated before the water level reaches the 25 yr -- 24 hr
storage volume. This elevation is 2.2 ft below the top of
dam. The emergency spillway elevation is planned 1.0 foot
below the top of dam.
V. Solids Manure Storage
Manure slurry will be collected in collection pit at
freestall barn.
400 milk cows are typically in freestall barns 90% of
time. The rest of manure is collected at the milk parlor.
Manure in barns is scraped to collection pit. Of the volume
collected, it is estimated that volume removed will between
the following estimates.
1. 15% of the manure volume excreted by dairy cow will be
separated with solids manure separator.
Volume 1 = 15% x 14 gal/day/7.48 gal/cu ft
.28 cu ft/day/cow
2. From "Special. Report 945, Analysis of Separated Manure
Solids from Selected Manure Separators in Wlllamette
Valley, Oregon, Dairy Facilities" Note: The report
indicated a variability of 50% in measurements between
farms.
Volume 2 = 0.6 cu ft/day/cow @ 36 lbs/cu ft (wet)
Volume 1 = 400 cows x 14 gal/day/cow x 90% x 15% x 90 days
7.48 gal/cu ft
= 9,096 cu ft/90 days
36,889 cu ft/365 days
Volume 2 = 400 cows x 0.6 cu ft/cow/day x 90 days
= 21,600 cu ft/90 days
= 87,600 cu ft/365 days

C. Sizing Waste Storage Ponds #1, #2 & #3
Waste Storage Pond U behind freestall barns
213' x 70'
2.7,
22:1 \ 17. 3' / 2:11
173' x 30'
Volume = 7.3/6[173 x 30 + 202.2 x 59.2 + 4(187.6 x 44.6)]
= 61,597 cu ft
Waste Storage Pond #2 behind Parlor
84' x 84'
2.0'
2 : 1 9.0' 2.1
4 0' x 4 0'
Volume = 9.0/6[40 x 40 + 76 x 76 + 4(58 x 58)]
= 31,248 cu ft
Sizing Waste Pond #3
296' x 186'
2.4'
3:1 8.6' 3:1
230' x 120'
Volume = 8.6/6[230 x 120 + 281.6 x 171.6 + 4(255.8 x 145.8)]
335,850 cu ft
Design Volume all Ponds = 61,597 + 31,248 + 335,850
428,695 cu ft

A 40'x67' concrete heavy use area is planned for manure
solids separator, temporary storage and work area.
f
Storage volume on concrete heavy use area = 61x251x63
= 9,450 cu ft
A roofed storage facility next to separator will be
installed to store solids removed from waste stream.
Dry Stack Volume - 5'x38'-7"x64' = 12,347 cu ft
Total Solids Storage Volume = 9,450 + 12,347 cu ft
21,797 cu ft
Front end loader will be used to move solids to compost
facility. Volume will be land applied or used in freestall
barn for bedding. The temporary storage area and roofed
storage area are designed to store 90 days of storage. Mr.
Faker will manage the storage area to compost solids. A
primary composting will occur in temporary storage area at
solids separator. Secondary composting is planned under
roofed storage area. A final compost finishing will also
occur in roofed storage area by turning compost after 30
days or so.
A pump in pump pit at end of gravity channel will be used to
transfer manure to FAN separator. The pit is sized large
enough to store 2 days plus of manure slurry.
Volume = 400 cows x 14 gal/day x 2 days x 900
7.48 gal/cu ft
= 1,348 cu ft
Pit Size = 8' x 14' x 14' = 1,568 cu ft OK
Overflow from pump pit will go into waste storage pond #1.
VI. Clean Water Exclusion
A. Diversions
Clean water diversions will be maintained around waste
storage ponds. The District Conservationist will design all
diversions. Diversions shall be designed to carry the 25
year - 24 hour runoff plus capacity to store some sediment.
B. Guttering
Clean water shall be excluded to the fullest extent
possible by guttering. Any new roof runoff into feedlot
area will be guttered.