290007_Permit (Application Amendment)_20190112

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Environmental
Quality
George E. Smith
Lovelea Farm
2750 Jersey Church Road
Lexington, NC 27292
Dear George E. Smith:
NC Department of
Environmental Quality
Received
Winston-Salem
Regional Office
January 12, 2018 ,
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
Subject: Certificate of Coverage No. AWC290007
Lovelea Farm
Cattle Waste Collection, Treatment,
Storage and Application System
Davidson County
In accordance with your January 8, 2018 request to increase the animal number (by 600 additional milk
cows), we are hereby forwarding to you this Certificate of Coverage (COC) issued to George E. Smith,
authorizing the operation of the subject animal waste management system in accordance with General
Permit AWG200000.
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 Lovelea Farm, located in Davidson County, with an animal capacity of no greater than the
following annual averages:
Dairy Calf: 50
Dairy Heifer: 200
Milk Cow: 1200
Dry Cow:
Beef Stocker Calf.
Beef Feeder:
Beef Brood Cow:
Other:
This COC shall be effective from the date of issuance until September 30, 2019, and shall hereby void
Certificate of Coverage Number AWC290007 dated October 1, 2014. 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.
An,,- in Cre.ase in waste prnrli1Ct;-e a eater than the certified design capacity or ircTease in number c, anirria,s
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.
Please read this COC and the enclosed State General Permit carefully. Please pay careful attention to the
record keeping and monitoring conditions in this permit. Record keeping forms are unchanged with this
General Permit. Please continue to use the same record keeping forms.
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.
State of North Carolina I Environmental Quality I Division of Water Resources
Water Quality Regional Operations Section.
1636 Mail Service Center I Raleigh, North Carolina 27699-1636
919-707-9129

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 NRCS standards a 100-foot separation shall be maintained between water supply wells and any lagoon,
storage pond, or any wetted area of a spray field.
Please be advised that any violation of the terms 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 I1.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located.. You may
find detailed watch/warning information for your county by calling the Raleigh, NC National Weather
Service office at [phone], or by visiting their website at: hLtp://www.weather.gov/rah/.
This facility is located in a county covered by our Winston-Salem Regional Office. The Regional Office
staff may be reached at 336-776-9800. If you need additional information concerning this COC or the
General Permit, please contact the Animal Feeding Operations Program staff at [phone].
Sincerely,
for, Linda Culpepper
Interim Director, Division of Water Resources
Enclosure (General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
Winston-Salem Regional Office, Water Quality Regional Operations Section
Davidson County Health Department
Davidson County Soil and Water Conservation District
WQROS Central Files (Permit No. AWC290007)

State of North Carolina
Department of Environmental Quality C
J
Division of Water Resources
Animal Feeding Operations Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State General Permit — New or Expanding Animal Waste Operations
1. GENERAL INFORMATION:
1.1 Facility name: Lovelea Farm
1.2 Print Land Owner's name: George Smith
1.3 Mailing address: 2750 Jersey Church Rd.
City, State: Lexington, NC Zip: 27292-8162
Telephone number (include area code): 336-240-7853
1.4 Physical address: 2750 Jersey Church Rd.
City, State: Lexington, NC Zip: 27292
Telephone number (include area code):
1.5 County where facility is located: Davidson
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): Hwy 52 south, take Linwood
exit, left onto Hargrave Rd., which become Linwood-Southmont Rd. for 4 miles, farm is just before Jersey Church
Rd.
1.7 Farm Manager's name (if different from Land Owner): NA
1.8 Lessee's / Integrator's name (if applicable; circle which type is listed): NA
1.9 Facility's original start-up date: 1978 Date(s) of facility expansion(s) (if applicable): 2018
2. OPERATION INFORMATION:
2.1 Facility number: 29-007
2.2 Operation Description:
Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the waste
management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
❑ Wean to Feeder ❑ Layer ❑ Beef Brood Cow
❑ Feeder to Finish ❑ Non -Layer ❑ Beef Feeder
❑ Farrow to Wean (# sow)
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
❑ Wean to Finish (# sow)
❑ Gilts
❑ Boar/Stud
❑ Turkey
❑ Turkey Poults
❑ Beef Stocker Calf
x❑ Dairy Calf
x❑ Dairy Heifer
❑ Dry Cow
x❑ Milk Cow
50
200
1200
FORM: AWO-STATE-G-N/E 1/10/06 Page 1 of 5

❑ Other Type of Livestock on the farm:
No. of Animals:
FORM: AWO-STATE-G-N/E 1/10/06 Page 2 of 5

3.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 745 Required Acreage (as listed in the CAWMP): 487
2.4 Number of lagoons: 0 Total Capacity (cubic feet): Required Capacity (cubic feet):
Number of Storage Ponds: 2 Total Capacity (cubic feet):849,691 Required Capacity (cubic feet): 762 9
2.5 Are subsurface drains present within 100' of any of the application fields? YES or (circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? YES or (circle one)
2.7 Does this facility meet all applicable siting requirements? (9� or NO (circle one)
REQUIRED ITEMS CHECKLIST:
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
AD ants Initials
3.1 One completed and signed original and two copies of the application for State General Permit -
Animal Waste Operations;
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied and a county road map with the location of the
facility indicated;
3.3 Three copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a permit application for
animal waste operations.
The CAWMP must include the following components. Some of these components may not have been required at the time
the facility was certified but should be added to the CAWMP for permitting purposes:
3.3.1 NRCS Site Evaluation Form NC-CPA-17 or equivalent
3.3.2 A hazard classification of the proposed lagoons, if required
3.3.3 Documentation that proposed swine facilities meet the Swine Farm Siting Act, including a site map prepared by
a Registered Land Surveyor. The scale of this map shall not exceed 1 inch = 400 feet. At a minimum, the site
map shall show the distance from the proposed houses and lagoons to occupied residences within 1500 feet,
schools, hospitals, churches, outdoor recreational facilities, national parks, state parks, historic properties, or
child care centers within 2500 feet, property boundaries within 500 feet, water supply wells within 500 feet.
The map shall also show the location of any property boundaries and perennial streams or rivers located within
75 feet of waste application areas.
3.3.4 Documentation showing that all adjoining property owners, all property owners who own property located
across a public road, street, or highway from the facility, the local health department, and the county manager
or chair of the county board of commissioners if there is no county manager, have been notified by certified
mail of your intent to construct or expand a swine farm at this location.
3.3.5 A wetlands determination
3.3.6 The lagoon/storage facility design
3.3.7 Proposed runoff control measures, if required
3.3.8 Irrigation or other land application method design
3.3.9 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and
utilized by the facility
3.3.10 The soil series present on every waste disposal field
3.3.11 The crops grown on every waste disposal field
3.3.12 The Realistic Yield Expectation (RYE) for every crop shown in the WUP
3.3.13 The PAN applied to every waste disposal field
3.3.14 The waste application windows for every crop utilized in the WUP
3.3.15 The required NRCS Standard specifications
FORM: AWO-STATE-G-N/E 1/10/06 Page 3 of 5

3.3.16 Emergency Action Plan
3.3.17 Insect Control Checklist with options noted
3.3.18 Odor Control Checklist with options noted
3.3.19 Mortality Control Checklist with options noted
3.3.20 Documentation proving this facility is exempt from the Moritoria on Construction or
Expansion of Swine Farms, if the application is for a swine facility
3.3.21 A map showing the topography of the proposed facility location showing features
that affect facility design, the dimensions and elevations of any existing facilities,
the fields used for waste application, and areas where surface runoff is to be
controlled
If your CAWMP includes any components not shown on this list, please include the additional components with your
submittal. (Composting, waste transfers, etc.)
4. APPLICANT' ERTIFICATION:
I George Smith e
attest that this application for Lovelea Farm
(Land Owner's name listed in question 1.2),
name
listed in question L I )
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 tarn e as incomplete, ,
Signature -,3� Date 1
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I,
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
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 as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER RESOURCES
WATER QUALITY REGIONAL OPERATIONS SECTION
ANIMAL FEEDING OPERATIONS PROGRAM
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FORM: AWO-STATE-G-N/E 1/10/06 Page 4 of 5

6. SURFACE WATER CLASSIFICATION:
This form must.be completed by the appropriate DWR regional office and included as a part of the
project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward) in
which this animal waste management system will be operated must be determined by the appropriate DWR regional office.
Therefore, you are required, prior to submittal of the application package, to submit this form, with items 1 through 6
completed, to the appropriate Division of Water Resources Regional Aquifer Protection Supervisor (see page 6 of 10). At a
minimum, you must include an 8.5" by I copy of the portion of a 7.5 minute USGS Topographic Map which shows the
location of this animal waste application system and the downslope surface waters in which they will be located. Identify the
closest downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and submit the
application package.
6.1 Farm Name: Lovelea Farm
6.2 Name & complete address of engineering firm: —4A
Telephone number: (
6.3 Name of closest downslope surface waters: Yadkin River - High Rock Lake
6.4 County(ies) where the animal waste management system and surface waters are located: Davidson
6.5 Map name and date: Southmont. NC
6.6 NC Professional's Seal (If appropriate), Signature, and Date: (IA
TO: REGIONAL WQROS SUPERVISOR
Please provide me with the classification of the watershed where this animal waste management facility will be or has been
constructed or field located, as identifiedonthe attached map segment(s): l \I `2
Name of surface waters: a q �� 1 YI Rk-( a 1 H i of oc,K LA k�i r lAdk�Y�-�Q2 f V-w Y I�,� in
Classification (as established by the Environmental Management Commission): WS - V
Proposed classification, if applicable:
Signature of regional office
(All attachments must be signed)
Date: 13.0 i
FORM: AWO-STATE-G-N/E 1/10/06 Page 4 of 5

NC Surface Water Classifications
Search Stream Name or Lo Q
I, INC Classifications Website
Layer List
Surface Water Classifications:
Stream Index: 12-(108.5)
Stream YADKIN RIVER (including
Name: upper portion of High Rock
Lake below normal operating
level)
Description: From mouth of South Yadkin
River to a line across High
Rock Lake from the
downstream side of mouth of
Crane Creek to the
downstream side of mouth of
Swearing Creek
Classification: WS-V
80.308 35.736 Degrees Date of August 2, 1992
Class.: n -N(SV-0 I�II�

!✓
i USGS
U.S. DEPARTMENT OF THE INTERIOR
V.T. GEOLOGICAL SURVEY
/� US 10;0
SOUTHMONT QUADRANGLE
NO RTN CAROLMA
•
^1♦►
).S-MINUTE TEN6
u
wilelyie
M
-J p 4 •rx'
....,_,.�.... •.w..o.....-�.�...M —,Rio—� , ., � ,.,, , � �. �., M. . "� =tl%
�...�.......... . �...,.: ,.. �a.,.n o;./Ai +6V\ ...,..,,._w N., a.,.., a•...,, „,
SOUTHMONT, NC

DIVISION OF WATER RESOURCES REGIONAL OFFICES (9/05)
Asheville Regional WQROS Supervisor Washington Regional WQROS Supervisor Raleigh Regional WQROS Supervisor
2090 U.S. Highway 70
943 Washington Square Mall
1628 Mail Service Center
Swannanoa, NC
28778
Washington, NC 27889
Raleigh, NC 27699-1628
[phone]
[phone]
[phone]
Fax [phone]
Fax [phone]
Fax [phone]
Avery
Macon
Beaufort Jones
Chatham Nash
Buncombe
Madison
Bertie Lenoir
Durham Northampton
Burke
McDowell
Camden Martin
Edgecombe Orange
Caldwell.
Mitchell
Chowan Pamlico
Franklin Person
Cherokee
Polk
Craven Pasquotank
Granville Vance
Clay
Rutherford
Currituck Perquimans
Halifax Wake
Graham
Swain
Dare Pitt
Johnston Warren
Haywood
Transylvania
Gates Tyrell
Lee Wilson
Henderson
Yancey
Greene Washington
Jackson
Hertford Wayne
Hyde
Fayetteville Regional WQROS Supervisor Mooresville Regional WQROS Supervisor Wilmington Region WQROS Supervisor
225 Green Street, Suite 714
610 East Center Avenue
127 Cardinal Drive Extension
Fayetteville, NC 28301-5094
Mooresville, NC 28115
Wilmington, NC 28405-3845
[phone]
[phone]
[phone]
Fax [phone]
Fax [phone]
Fax [phone]
Anson Moore
Alexander Lincoln
Brunswick New Hanover
Bladen Richmond
Cabarrus Mecklenburg
Carteret Onslow
Cumberland Robeson
Catawba Rowan
Columbus Pender
Harnett Sampson
Cleveland Stanly
Duplin
Hoke Scotland
Gaston Union
Montgomery
Iredell
Winston-Salem Regional WQROS Supervisor
450 Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
Phone [phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-STATE-G-N/E 1/10/06 Page 6 of 5

Animal Waste Management Plan Certification
(Please type or print all information that does not require a siunature)
lExisting or New or (-Expanded ) (please circle one)
General Information: Permit No:
Name of Farm: Lovelea farm Facility No: 29-007
Owner(s) Name: George Smith Phone No: 336-240-7853
Mailing Address: 2750 Jersey Church Rd. Lexington, NC 27292-8162
Farm Location: County Farm is located in: Davidson
Latitude and Longitude: 35 43' 57" / 80 18' 48" Integrator: NA
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions,Hwy 52 south, take Linwood exit, take left at Hargrave Rd., which become Linwood -
Southmont Rd. for 4 miles, farm is on left before Jersey Ch Rd.
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 Poultry 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 of Dairy
o Milking
oDry
o Heifers
o Calves
No. of Animals
1200
200
50
Number of Animals:
Expanding Operation Only
Previous Design Capacity: 850 hd Additional Design Capacity: 600 hd Total Design Capacity: 1450 hd
Acreage Available for Application: 745 acres Required Acreage: 487 acres
Number of waste structures: 2 Total Capacity: 849,691 Cubic Feet (ft.
Are subsurface drains present on the farm: YES or NO (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 from 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
Signature:
Name of Manager (if different from owner) : NA,
Date: / 2 , ij- - r Z
AWC - September 18, 2006

Signature: 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, I 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.
IL Certification of Design
A) Collection, Storage, Treatment System
Check the appropriate box
Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
X 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): Lloyd Phillips
Affiliation Davidson SWCD Date Work Completed: I 09-Vo 17
Address (Agency): 301 East Center St, Lexington, NC 27292117
Signature:
Phone No. : 336-242-2075
Date: f`?
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): Lloyd Phillips
Affiliation Davidson SWCD Date Work Completed: 10/L�'��Z
Address (Agency):301 East Center St, Lexx,, NC 27292 Phone No.:336-2442-2075
Signature: , </ _ Date: 421,A/%
C) Runoff Controls from Exterior Lots
Check the appropriate box
o Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
X 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): Lloyd Phillips
Affiliation Davidson SWCD Date Work Completed:
Address (Agency):301 East Center St, Lex, NC 27292 Phone No.:336-242-2075
Signature: � Date: L
AWC - September 18, 2006

D). Application and Handling Equipment
Check the appropriate box
X Existing or expanding facility with existing waste application equipment (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 for spray 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): Lloyd Philli
Affiliation Davidson SWCD_Date Work Completed: 7113",9013
Address (Agency):301 East Center St, Lex, NC 27292_Phone No. : 336-242-2075
SignatureDate: ,���
E) Odor Control, Insect Control, Mortality Management and Emergency Action Plan (SD
SI, 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): Lloyd Phillips
Affiliation Davidson SWC Date Work Completed: IOGW,90/7
Address (Agency):301. East Center St, Lex, NC 27292 Phone No.:336-24.2-2075
Signature: 6��,. Date:"J
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
N/A
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
compliance 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:
Date:
AWC - September 18, 2006

Name of Manager (if different from owner):
Signature: Date:
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 without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print): N/A, no structural storage changes made. Lloyd Phillips
Affiliation Davidson SWCD Date Work Complete 10815apl-7
Address (Agency):301 East Center St. Lex. NC 27292 Phone No.:336-242-2075_
Signature:
B) Land Application Site (WUP)
The cropping system is in place on all land as specified in the animal waste management plan.
Name of Technical Specialist (Please Print): Lloyd Phillips,
Affiliation Davidson SWCD Date Work Completed: 711?!/ 3 n�z
Address (Agency): 301 East Center St, Lex, NC 27292 Phone No.:336-2AI2-2075_
Signature:
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 without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print): Lloyd Phillips
Affiliation Davidson SWCD Date Work Completed: 7�1-�a/3
Address (Agency):301 East Center St., Lex, NC 27292 Phone No.:336-242-2075
Signature: �./2 Date:
D) Application and Handling Equipment Installation (WUP or I)
X 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.
AWC - September 18, 2006 5

Name of Technical Specialist (Please Print): Lloyd Phillips
Affiliation Davidson SWCD Date Work Completed: V4,V©J
Address (Agency): 301 East Center St, Lex. NC 27292 Phone No.:336-242-2075
Signature: l`��/�i�,, Date: kzzz�
AWC - September 18, 2006 6

E) Odor Control, Insect Control and Mortality Management (SD, SI, WUP, RC or I)
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): Lloyd Phillips
Affiliation Davidson S WCD Date Work Completed: 741-0° 3
Address (Agency):301 East Center St, Lex, NC 27292 Phone No.: 336-242-2075
Signature- — ��z Date: t
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

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1
WASTE STORAGE POND AND
SILAGE LEACHATE COLLECTION
For
George Smith (Lovelea Farm),
Davidson Co., NC
FARM LOCATION 2750 Jersey Church Rd
Lexington, NC 27292
Lat-Lon 35.733474,-60.317601
USDA NRCS
Silver dill
071
George Smith
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Lovelea Farm
1 inch = 400 feet
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consulting the official source of the information. In no event shall Davidson County, NC or the
consultants of Davidson County, NC be liable for any damages, direct or consequential, from the use
ttp://webgis.co.david5on.nc.us/website/davidsongis/printpage.aspx ���

avidson County GIS
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Lovelea Farm
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consulting the official source of the information. In no event shall Davidson County, NC or the
consultants of Davidson County, NC be liable for any damages, direct or consequential, from the use
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Lovelea Farm Revised 11/17
George Smith
Narrative of Operation
Lovelea Farms is currently permitted for 600 dairy cows, 200 heifers and 50
calves. Mr. Smith desires to expand to an additional 600 dairy cows. The
expansion will occur across the highway from the current facility. No changes in
animal types, numbers or management is occurring on the existing portion of the
dairy, which the current waste plan developed in 2013 addresses. This revision is
for an additional 600 milk cows whose waste will be stored in a newly constructed
waste storage pond.
Lovelea farms plans to construct a new milking center along with free stall barns
across the highway from the existing dairy in the near future, (3 -5 yrs.) In
planning for future expansion the farm constructed a new waste storage pond,
(referred to as WSP 2), in the summer of 2017. Pond designed & constructed to
NRCS specifications. This storage pond is designed and constructed to store
waste from 600 milkers for 8 months. WSP 2 is also designed to store wash down
water, sand that is not captured by sand separator and rainfall up to 25 yr. / 24 hr.
storm. Refer to attached designs and spreadsheet calculations for specific
volumes. WSP 2 is to be used to store the waste for up to 500 heifers until such
time that milking center is constructed and operational.
Once new milking center constructed, old portion of dairy will remain in
production, housing heifers, calves and dry cows. The old milk parlor will be
closed down. Lovelea farm has been informed at such time when new parlor is
being constructed, the waste management plan is to be reviewed and necessary
changes are to be incorporated into new revised waste plan to reflect changes in
production and / or management.
Waste generated from the cows and heifers is stored in waste storage pond 1.
Waste storage pond 1 was designed and approved by NRCS in 1993. Farm has
installed a sand separator to trap a majority of the sand used as bedding to

reduce the amount of sand entering the storage pond. The trapped sand is
stockpiled, allowed to dry and reused as bedding in the freestalls. Sand that is not
captured by the separator and enters the waste pond is periodically removed by
trackhoes and land applied or stockpiled to be re -used as bedding.
The farm usually follows a standard rotation of no -till corn silage followed by no -
till small grain for silage. In order to provide the producer with the most flexibility
and still meet the waste management plan requirements various other crops are
included in the waste management plan. This allows the producer to plant crops
other than corn and small grain in the event weather conditions or management
decisions change without having to have the waste plan revised.
The waste management plan has determined that the farm has excess land to
apply animal waste and a deficit of nitrogen is being produced. Currently the
farm has access to 745 acres of land to land apply animal waste. PLAT
determinations have determined that all fields in the waste management plan
have a low or medium rating. Therefore this plan is nitrogen based.
Tillage radish along with small grain is sometimes used as a winter cover, since
tillage radish is considered a new crop and has limited research on amounts of
nitrogen it can utilize, a maximum PAN rate is 30 lbs. /acre.

WASTE UTILIZATION PLAN
Producer: Lovelea Farms
George Smith
Location: 2750 Jersey Church Road
Lexington, NC 27292-8162
Telephone: [phone]
Type of Operation: Dairy
Number of Animals: 1450 Head
(Design Capacity)
The waste from you animal facility must be land applied at a specified rate to prevent pollution of
surface and/or groundwater. The plant nutrients in the animal waste should be used to reduce
the amount of commercial fertilizer required for the crops in the fields where the waste is to be
applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization in order to maximize the
fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner.
Always apply waste based on the needs of the crop to be grown and the nutrient content of the
waste. Do not apply more nitrogen than the crop can utilize. Soil types are important as they
have different infiltration rates, leaching potentials, cation exchange capacities, and available
water holding capacities. Normally waste shall not be applied to land eroding at greater than 5
tons per acre per year. With special precautions, waste may be applied to land eroding at up to 10
tons per acre per year. Do not apply waste on saturated soils, when it is raining, or when the
surface is frozen. Either of these conditions may result in runoff to surface waters which is not
allowed under DEM regulations. Wind conditions should also be considered to avoid drift and
downwind odor problems. To maximize the value of nutrients for crop production and to reduce
the potential for pollution, the waste should be applied to a growing crop or applied to bare
ground not more than 30 days prior to planting. Injecting the waste or disking will conserve
nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for this
type of facility. Acreage requirements should be based on the waste analysis report from your
waste management facility. Attached you will find information on proper sampling techniques,
preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
1

Lovelea Farm
Waste Production
Current Permitted Animals
600 milkers x 76 lbs. of PAN /animal /yr. = 45,600 lbs. PAN/yr.
200 heifers x 55 lbs. of PAN /animal / yr. = 11,000 lbs. PAN /yr.
50 calves x 18 lbs. of PAN / animal /yr. = 900 lbs. PAN / yr.
Expanded Amounts
600 milkers x 76 lbs. of PAN / animal / yr. = 45,600 lbs. PAN / yr.
Total (current & expanded PAN)=103,100 lbs. PAN / yr.
Normal crop rotation of corn silage & small grain sillage.
Corn silage (using MeB2 soil, has lower PAN rate) = 117 lbs. PAN / ac. X 745 (available acres)
= 87,165 lbs. PAN utilized.
Small grain silage (MeB2 soil) = 95 lbs. PAN / ac x 745 acres = 70,775 lbs. PAN utilized.
87,165 lbs. + 70775 lbs. = 157,940 lbs. PAN—103,100 lbs. generated =-54,840 lbs. deficit of
PAN. The predominant soil type is Davidson (DdB) and has a higher PAN & yield than the MeB2
soils. MeB2 used to show that application amounts were on the conservative side.
103,100 lbs. PAN /yr. / (117 lbs. + 95 lbs.) = 212 lbs. Pan /ac/yr. =487 acres required to land
apply waste based on RYE. Total of 745 acres are available for land application.

Milkers
Amount of Waste Produced Per Year(gallons, ft3, tons, etc.)
600 animals X 7749 (amt.) waste/animal/year=4,649,400 (amt.)
waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
600 animals X 76 lbs. FAN/animal/year = 45.600 lbs. PAN/year.
(PAN from N. C. Tech. Guide Std. 633)
Applying the above amount of waste is a big job. You should plan
time and have appropriate equipment to apply the waste in a timely
manner.
The following acreage will be -needed for waste application based on
the crop to be grown and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N * Acres Lbs. N Month of
No. Type Per Ac. Utilized Application
* This N-is from animal waste only. if nutrients from other
sources such as commercial fertilizer are applied, they must be
accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. Beginning in 1996 the Coastal
Zone Management Act will require farmers in some eastern counties
of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.
2

sr WASTE UEILIZATION PLAN
Milkers
Amount of Waste Produced Per Year(gallons, ft3, tons, etc.)
600 animals X 7749 (amt.) waste/animal/year=4,649,400 (amt.)
waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
600 animals X 76 lbs. FAN/animal/year = 45.600 lbs. PAN/year.
(PAN from N. C. Tech.. Guide Std. 633)
Applying the above amount of waste is a big job. You should plan
time and have appropriate equipment to apply the waste in a timely
manner.
The following acreage will be -needed for waste application based on
the crop to be grown and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N * Acres Lbs. N Month of
No. Type Per Ac. Utilized Application
* This N-is from animal waste only. if nutrients from other
sources such as commercial fertilizer are applied, they must be
accounted for. N must -be -based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. Beginning in 1996 the Coastal
Zone Management Act will require farmers in some eastern counties
of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.
0

UTI..........
LI........
ZATION-PLAN
Heifers
Amount of Waste Produced Per Year(gallons, ft3, tons, etc.)
1,107,000 Gal
200 animals X 5535 (amt.) waste/animal/year = (amt.)
waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
200animals X 55 lbs. FAN/animal/year = 11,000 lbs. PAN/year.
(PAN from N. C. Tech. Guide Std. 633)
Applying the above amount of waste is a big job. You should plan
time and have appropriate equipment to apply the waste in a timely
manner.
The following acreage will be -needed for waste application based on
the crop to be grown and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
4 No. Type Per Ac.* Utilized Application
* This N is from animal waste, only. if nutrients from other
sources such as commercial fertilizer are applied, they must be
accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. Beginning in 1996 the Coastal
Zone Management Act will require farmers in some eastern counties
of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.

=WASTE=;UTILIZATION-PLAN --�.
Calves
Amount of Waste Produced Per Year(gallons, ft3, tons, etc.)
tons ton§
50 animals X 4.1 -(amt.) waste/animal/year = 205 (amt.)
waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
50 animals X 18 lbs. FAN/animal/year = 900 lbs. PAN/year.
(PAN from N. C. Tech. Guide Std. 633)
Applying the above amount of waste is a big job. You should plan
time and have appropriate equipment to apply the waste in a timely
manner.
The following acreage will be -needed for waste application based on
the crop to be grown and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N * Acres Lbs. N Month of
No. Type Per Ac. Utilized Application
* This x is from animal waste only. if nutrients from other
sources such as commercial fertilizer are applied, they must be
accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. Beginning In 1996 the Coastal
Zone Management Act will require farmers in some eastern counties
of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.
2

Worksheet 10A-2—Waste storage pond design
Decisionmaker:
Date:
Site: `
%k V G7N
Animal units
fd�� /i
1. Animal type_______ %�'!`�� IY12-; 0
3. Number of animals (N)------------ 6400 200
2. Animal weight, Ibs (W) ��Q� f)G3
4. Animal units, AU = W x N = s O
1000
Manure volume
5. Daily volume of manure production
per AU, ft3/AU/day (DVM)= /.
7. Total volume of manure production for�O 3G �C1d
animal type for storage period, ft3
6. Storage period, days (D) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ o
VIVID = AU x DVM x D =
g. Total manure production for storage period, ft3 (TVM) - _ _ _ _ _ --
Wastewater volume /80057'-% 7 p x 16 0
ors :7'X'9
9. Daily wastewater volume per
AU, ft3/AU/day (DWW)=
11. Total wastewater volume for
,3�
storage period, ft' (TWW) --------------------------------
10. Total wastewater volume for animal
description for storage period, ft3
WWD = DWW x AU x D =
Clean water volume
Runoff volume
12. Clean water added during storage period, ft3 (CW)
13. Runoff volume, ft3 (ROV) (attach documentation) --------- r2_S 2
Includes the volume of runoff from the drainage area
Solids accumulation
due to normal runoff for the storage period and the
14. Volume of solids accumulation, ft3 (VSA) _ _ _ _ _ _ _ _ _ _ ` a
runoff volume from the 25-year, 24-hour storm.
Minimum waste storage volume requirement
15. Waste storage volume, ft3 (WSV) _ ++ TTWgW + CW + RROV + VSA
�TV�MM
Pond sizing
16. Sizing by trial and error
Side slope ratio, (Z) _ V must be equal to or
greater than WSV 'gq7 ft3
Rectangular pond,
Circular pond,
V—(4xZ2xd3)+(ZxBLxd2)+(ZxBWxd2)+(BWxBLxd)
V=(1.05 x Z2 x d3) + (1.57 x W x Z x d2) + (0.79 x W2 x d)
Trial Bottom width Bottom length Depth' Volume
Trial Bottom diameter Depth" Volume
no. ft (BW) ft (BL) ft (d) ft3 (V)
no. (DIA) ft (d) ft3 (V)
Depth must be adjusted in Step 17.
Depth adjustment
17. Depth adjustment
rr��
Depth, ft (d)-----------------S1!
----------
Add depth of precipitation less evaporation.---, G1.s
Add for freeboard (1.0 foot minimum) + -----------------------
(For the storage period)
Final depth ----------------------------------------------- 1-0'
Add depth of 25-year, 24-hour storm ...
10A-2 (210-vi-AWMFH, rev. 1, July 1996)

Computation Sheet
NRCS-ENG-523A Rev. 6-2002
U.S. Department of Agriculture
Natural Resources Conservation Service
Project
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Rev 10-27-15 PJC �r
DairyWaste Storage Pond Date 12/5/17 s
g � u
Engineering Design Worksheet for: George Smith
in Davidson County, NC
Description:
Directions: enter blue vales only.
NOTES: WARNING: adding leachate to a waste F
Non-EQIP sizing based on 600 head existing cattle (EQIP was set up on official 500 head e�
Land Owner Name George Smith
County Name Davidson
Designed by PJC
Date: 12/5/2017
OPERATION DETAILS
WASTE PRODUCTION:
Storage Time of Between Pump -outs
240
days = 8 months
Number of Cows
600
head
Number of Heifers
0
head
Percentage of Time Confined to Lot
100
%
Cow Waste Production Rate
1.82
cu.ft./animal/day
Heifer Waste Production Rate
0
cu.ft./animal/day
Wash Water Rate
3.4
gal/day/cow
Sand Bedding
0.4
cu.ft./cow/day
Silage Leachate diverted to WSP (in total vol for storage period)
26921
cu.ft. total
Silage Leachate diverted to WSP (divided by storage days)
112
cu.ft./day
DRAINAGE AREAS:
Feed Lot Drainage Area (undiverted concrete) -Sand Lane 5100 sq. ft.
Jndiverted Unpaved Area 0 sq. ft.
Jndiverted Roof Area 0 sq. ft.
3ond Top Surface Area (from prismoidal calculations below) 77,868 sq. ft.
RAINFALL WATER for STORAGE -PERIOD:
see "Runoff and Evap xample_xls" and "Rainfall -Monthly Storms Evaporation.doc")
Vormal Runoff -Feed Lot Drainage Area for 8 months 16.5 in.
Vormal Runoff from Undiverted Unpaved Area for 8 months 0 in.
Vormal Runoff from Undiverted Roofs 0 in.
=xcess Rainfall on Pond (Rainfall Less Evaporation) for 8 months 9.79 in.
(AWMFfiB 1.3c
(1 A Defalt)
Dfait)
!from owner da
!SAS-r; GI"i DVc�c
Worse ~as(- is
only from sane
STORM WATER 25-YEAR 24-HOUR:
see "Rainfall -Monthly Storms Evaporation.doc")
?5-year 24-hour Storm Runoff from Feed Lot or Roof 5.8 in.
?5-year 24-hour Storm Runoff from- Undiverted unpaved area 5.8 in. assL.me silo s;c
?5-year 24-hour Storm on Pond 5.8 in.
SAND SEPARATOR EFFICIENCY: 75 % removed (80% t, pical for
t,nt_r 0 if nG sang sCl�ai_atcr :ascd (note, this was

Dairy Waste Storage Pond 12/5/17
Engineering Design Worksheet for: George Smith
in Davidson County, NC
STORAGE WORKSHEET
Design basis: 600 cows; 0 Heifers; 8 Months Storage;
5100 sq. ft. Feedlot Area; 0 sq. ft. Undiverted Area
STORAGE CALCULATIONS
1. Waste Generated:
600 Cows x 1.82cu.ft/cow/day x 240 days x 100%/100 = 262,080 cu.ft
0 Heifers x Ocu.ft/hefr/day x 240 days x 100%/100 = 0 cu.ft
2. Sand Bedding not removed by sand separator:
25% x 600 Animals x 0.4 cf/cow/day x240 days = 14,400 cu.ft
3. Wash Water:
(3.4gals./day/cow) / (7.48 gals./cu.ft.)x 600cows x 240 Days = 65,455 cu.ft
4. Silage Leachate diverted into WSP:
112.170833333333 cu.ft.per day. x 240days = 26,921
5. Normal Runoff Concrete & Unpaved (for worse case 240 days):
16.5/12 x 5100sf Conc + 0/12 x Osf unpaved = 7,013 cu.ft
6. Normal Roof Run-off for storage period (worse case):
0 in. Undiverted Runoff/ 12in. x Osq. ft.Roofed Area = 0 cu.ft
7. Excess Rainfall on Waste Stor. Pond for storage period:
9.79 in. Excess Rain/12in.x 77868 sq.ft. Pond Surface A = 63,527 cu.ft
8. 25-year 24-hour Storm on Paved&Unpaved Areas:
5.83 in.Storm/12in. x (5100 sf.Paved + 0 sf UnPaved) = 2,478 cu.ft
9. 25-year 24-hour Storm on Undiverted Roofed Area:
5.83 in.Storm/12in. x 0 sq.ft.Undiverted Area= 0 cu.ft
10. 25-year 24-hour Storm on Waste Storage Pond:
5.83in. Storm /12in. x 77868sq. ft.Pond Top Area = 37,831 cu.ft
STORAGE NEEDS
)% Total storage safety factor 0 %
DOTAL STORAGE VOLUME (to crest ESW) 479,704 cu.ft 3588186 gal.
Storage Volume for the 25 year 24 hour Storm 40,309 cu.ft. 301508 gal.
itorage Volume at "Start Pump" Elevation (total-25 yr storm) 439,395 cu.ft. 3286677 gal.
Sand to store in Pond (included in storage volumes above) 14,400 cu.ft.
(note -for auger separators, most remaining sand will be very fine and should pump out with solids)
As concurred b'

POND STORAGE VOLUME SIZING
PRISMOIDAL POND SIZING (based on prismoidal formula from EFH 11-44)
Volume = depth/6[(area of top)+(4 x area of midsection)+(area of bottom)]
DIMENSIONS
Top of Dam Elevation
654.00
ft
Inside top length:
309
ft.
Inside top width:
252
ft.
Inside Side Sloe (average)
3.60
-to-one
Pond Depth to top of dam)
10.00
ft
Pump depth to "start pump" elev
8.10
ft
Required Freeboard above stage in ESW
1.00
ft
RESULTS:
Total Storage -to Crest ESW (Min required = 479704 cu.ft.)
496,147
cu.ft.
Storm Storage -pump to ESW Min required = 40309 cu.ft.
42,924
cu.ft.
Start Pump Storage Min required = 439395 cu.ft.
453,223
cu.ft.
Emergency Spillway Top Width calc. from design bottom width
18
ft.
Flow depth (stage) in emergency spillway
0.30
cfs
Total Emergency Spillway Depth
1.30
ft.
Start Pump Elevation
652.1
Depth to Crest Emergency Spillway
8.70
ft.
Depth of Storm Storage (stop pump to crest ESW)
0.60
ft.
CALCULATIONS:
Bottom Length
237.00
ft.
Bottom Width
180.00
ft.
Bottom Area C
42,660.00
s .ft.
rop of Dam Area
77,868.00
s .ft.
Top of Dam Acreage
1.79
acres
3otra a Elevation
652.70
3ottom Elevation
644.00
TOTAL STORAGE TO CREST OF ESW:
3tora a Depth (D)
8.70
Aid Storage Length
268.32
ft.
Ad Storage Width
211.32
ft.
Ad Storage Area B
56,701.38
s .ft.
rop Storage Length
299.64
ft.
rop Storage Width
242.64
ft.
Fop Storage Area A
72,704.65
s .ft.
total Storage Volume = (A+4B+C) x /6
496,147
cu.ft.
'UMP-OUT STORAGE from start puMpSleyL
3tora a Depth D
8.10
Aid Storage Length
266.16
ft.
Aid Storage Width
209.16
ft.
Aid Storage Area B
55,670.03
s .ft.
"op Storage Length
295.32
ft.
"op Storage Width
238.32
ft.
'op Storage Area A)
70,380.66
s .ft.
'ump Storage Volume = (A+4B+C) x u16
453,223
cu.ft.
(des 300)
(des 240)
(des 3:1)
(also used in liner design.)
ok
ok
ok

Storm Storage = total storage - pump storage = 1 42,924 cu.ft.
CLAY LINER DESIGN for Pond (See Tech. Note 716, Rev 1)
Normal Pool Depth (at start pump El.) H 8.10
Allowable Specific Discharge 5,000
Specific Liner Discharge (Allowable S.D. above in ft/day) v 0.01535
Hydraulic Conductivity of Liner (from lab test report) k 0.00033
head depth from start pump liquid level to bottom of clay liner h = H + d
Darcy's Law for specific discharge v = k (h/d). Substitute in h=H+d & solve for d:
Calculated Liner Thickness d = k H / (v - k) d 0.18
Min allowed liner thickness from FOTG std 621 B 1
actual specific discharge H at design thickness 978
Design Liner Thickness for the storage depth of 8.1 ft. 1.0
Dissimilar Soil Cover to Protect High Clay Liner if needed 0.5
EMERGENCY SPWY DESIGN for Pond #2:
Peak Discharge through Emergency Spillway
Max. Velocity in Emergency Spillway
Bottom Width of ESW (Assume 3:1 Side Slopes)
Design flow Depth in ESW (Based on A = Q/V)
Q = 4 x 0.3 *00 + 3 x 0.3) _
ft. (form pond design above)
gal/ac/dad (5,000 Defait)
ft./day
ft./day on -site clay +.v! 0 1 ib soda asnc
(K for borrc)w .00017 requires
ft. min thickness for required disc
ft. (min 1 ft. based on pond dep&
gal/ac/day, which is far less than the 500
ft. thick
ft. thick as ��dvised by sons lal) test rer
Q from EFH2 13
cfs. from EFH2 assl
v 4
f/s increasing area
B 10
ft.
d 0.3
ft.
13.08
cfs.
Dairy Waste Storage Pond 1215/17
Engineering Design Worksheet for: George Smith
in Davidson County, NC
STRUCTURE DESIGN for Pond
Inside Top Dimensions: 309 x 252
.SW Dimensions: 10 ft bottom, 18 ft top, 1.3 ft deep with 3:1 sides
Top EL 654.00
storm flow ESW Crest EL 652.70
25yr
Pool
banKlment
Liner ,
CROSS SECTION OF STRUCTURE
ngineering Design Worksheet for: George Smith
StRump EL 652.10
exess rain on pond
normal runoff, waste, sand
wash water, leachate
�-- Bottom EL 644.00
Liner Cut EL 642.50
:LAY LINER YARDAGE ESTIMATE -TO CREST OF ESW:
Subtracting storage vol from total cut vol at crest ESW)
his calculation was verified graphically and by m,o estimating methods
.en th at ESW crest EL
299.6
ft.
Nidth at ESW crest EL
242.6
ft.

horizontal liner thickness = thickness/ cos(ArcTan(side slope))
3.74
ft.
Cut top Length at ESW = Length + 2 x horiz thikcness
307.11
ft.
Cut top Width at ESW = Width + 2 x horiz thikcness
250.11
ft.
Cut Depth at ESW (D)
9.70
ft.
Top Storage Area A
76,812.74
ft.
Bottom Length
237.27
ft.
Bottom Width
180.27
s .ft.
Bottom Area C)
42,773.76
ft.
Mid Storage Length
272.19
ft.
Mid Storage Width
215.19
ft.
Mid Storage Area B
58,573.84
s .ft.
Cut Volume to crest ESW = (A+4B+C) x /6
572,109
cu.ft.
Volume of Liner Fill = Cut Vol - Storage Vol at ESW
75,962
cu.ft.
Volume of Liner Fill in cubic yards
2,813
cu. d.
Increase to allow for for material loss and compaction
15
%
Estimated Yardage for Full Clay Liner up to crest ESW
3,235
cu. d.
Ballpark check -top dam area as if pond was flat+10% for slopes
Estimated Soda Ash, if required for the clay liner by lab tests
Density of Soda Ash
Required Additive Rate from soils lab report
Number of lifts in clay liner (T-9" loose material)
Liner surface area (volume clay / liner thickness)
Weight of Soda Ash
volume of Soda Ash
(typical 10 to 150'0)
3,172 (should be close to the above)
64
lb/cu.ft.
Mfgr. website 57 to 70lb/cu.ft.
0.20
Ib/sq.ft.
over surface of clay.
2
75,962
sq.ft.
30,385
lb.
608 50-Ib bags
475
cu.ft.
18 cu.yd.
Note, Liner will be installed 1' thick in two lifts. Clay from site requires 0.1 Ib/sf Dense Soda Ash
and borrow clay requires 0.2 Ib/sf

United States Department of Agriculture
o NRCS
Natural Resources Conservation Service
PO box 309
Pittsboro, North Carolina 27312
Subject: ENG-Construction Approval
George Smith - Lovelea Farm -Dairy WSP
To: Kay Anderson
District Conservationist
Lexington, NC
Peter J. Crawford, Civil Engineer
Phone: [phone]
Fax; [phone]
E-mail: [e-mail]
Sept. 12, 2017
File Code 210
Construction of the Class V waste storage facility -pond for the Lovelea Farm dairy
owned by George Smith in Davidson County has been completed.
The contractor was very through with compaction of the structure and the liner using
S&ME soil lab techs on site for much of the building process. Moisture and compactive
efforts meet NRCS standards as documented. Soda Ash additive was applied at the
specified rates to both lifts of the clay liner with technical inspection assistance from
NRCS Geologist, Kim Kroeger. Lloyd Phillips, of Davidson SWCD was the lead
construction inspector on this project, and detailed notes were maintained throughout
the process.
By the owner's request, the contractor was allowed to build the structure slightly larger
and the embankment broader than designed, while still being acceptable to the design.
The storage volume increased somewhat from 479,100 cu.ft. to 496,100 cu.ft., or the
equivalent of adding about 20 more head of cattle.
The silage leachate system has been adjusted within acceptable parameters to fit
additional concrete and grading work that was done by the landowner to improve silage
handling and to better control leachate collection and storm runoff. The outlet of the
leachate pipe enters the pond in the NE corner with the invert elevation one foot below
the "start pump" marker.
The pond has been suitably fenced for safety as required by NRCS standards.
This installation meets NRCS design and specifications, and it is approved to proceed
with EQIP cost share.
Peter J. Crawford-,CivilEngineer
cc: Gowon Good,
Angela Little,
Lloyd Phillips,
Kim Kroeger
Helping People Help the Land
An Equal Opportunity Provider and Employer

GLL M IOW
BEFOW 1W nG
800-632-4949
STOP
AP
ano deorls tna May
IMpeed overland flow \ Leachate ate Mock amb�woU
\\\ collection pit an posiNve
Xtellsim � �Ol°
///
Veg tated titer
7-
Are for Iluted.
Ra t nfa l l unof f EL 657•7
ov rf low, rode
ne r ove flow
o f lets o s e achate Itch
w ter evv� Matnt n min
s rf S . 2' ottoM
at ' deep
Lrvort 211 sides
EL
orn M pond
Net �GOU
AP6ft, 61 P
S - AU 6' SCH 0 PVC le chate ne added �op�d
to Wa to stor ge pon eowrdy to
May b routed to w avol loadCouectim
sand eparatlo agar tus. Pit need for R E E I 1u 1
T
Instal cleano s alo g
plpell a as ne ded,
cur or
be / diverts
si ditch ffAs Built
See det draw n for cory{5oneni�s
/ +
M!ets NRC Pta s an Specs
_' 9 12/20
60
o ja,
nE5 QJ
a r �
w ro � �csa c
n 'C 0
Irk as
I1 L G

APPLICATION SCHEDULE FOR VARIOUS CROPS
CROP
MONTHS TO APPLY
Barley
Jan — March, Sept. - Dec
Corn grain
March - April
Corn silage
March — April
Corn, tropical
March — June
Sorghum silage
April - June
Oats grain
Jan — March, Sept. - Dec
Rye grain
Jan — March, Sept - Dec
Ryegrass silage
Jan — March, Sept - Dec
Sm. grain silage
Jan — March, Sept - Dec
Soybeans d c
April - July
Soybeans f s
April - June
Triticale grain
Jan — March, Sept - Dec
Wheat grain
Jan — March, Sept - Dec
Fescue hay
January - December
Orchard grass hay
January - December
Millet hay
April - July
Sudan grass hay
April - July
Fescue pasture
January - December
Mixed cool
January - December
Season pasture
* Light applications to hay land and pastureland during January, February and December,
as weather condition permit.

GEORGE SMITH WASTE MANAGEMENT PLAN
WASTE APPLICATION WINDOWS
Animal waste may be applied to small grain crops and tall fescue during the months of
December, January and February, provided that the soil is not frozen or saturated. If
weather conditions or forecast indicate severe weather in the immediate future, all
applications or plans to apply animal waste are to be terminated immediately. Waste
applications are not to resume until favorable weather conditions returns.
Any animal waste applications to small grain or tall fescue during December, January,
or February are to be light application to prevent runoff and potential damage to existing
crops, (excessive equip, traffic, and smothering crop).
Small grain and tillage radish may be used as a fall cover crop. Maximum P.A.N. rate is
30 Ibs/ac.
RESIDUAL NITROGEN CREDITS
Le ume Residual Nitrogen Available (Ibs/ac)
Alfalfa 90
Hairy Vetch 90
Crimson Clover 70
Austrian Winter Pea 55
Soybeans 20

George Smith Waste Management Plan
Field legend
fart.:....:::
....................
11 ..............
..............
............................
. ...........................
.
3271
2521
3
39.5
DdB
3375
1816
1
5.4
MeB
2
2.0
MeB
3
2.3
DdB
3406
2234
1
4.9
DdB
5475
2518
1
89.9
DdB
5
34.1
DdB
6
23.2
DdB
8
14.6
DdB
9
23.9
DdB
6121
11508
1
16.6
DdB
6124
10542
1
14.1
MeB2
2
4.7
MeD
1.0
MeD
6530
10825
.3
1
10.7
MeB
2
1.6
ChA
7020
2507
1
8.4
DdB
9.9
DdB
-2
3
4.3
DdB
4
7.1
DdB
7275
11248
4
25.0
DdB
7
19.0
DdB
8
12.1
DdB
7399
2504
1
13.6
DdB
2
10.4
DdB
7399
2512
1
15.3
MeB
2
22.2
MeB
4
13.2
DdB
5
15.1
DdB
7
10.0
DdD
2513
1
14.5
DdB
2516
1
8.6
DdB
2527
1
6.4
DdB
10541
1
11.4
MeB
2
4.3
MeB
3
3.3
DdB
8113
11696
1
20.6
DdB
7
4.4
DdD
8
13.9
DdB
9
5.2
DdB
10
2.5
DdB
8302
2517
1
6.6
DdB
2
4.2
DdD
3
39.8
DdB
6
3.3
DdB
7
35.3
DdB
8
24.7
DdB
3.3
DdB
2520
-9
3
13.4
DdB
7
28.6
DdB
lo
17.5
DdB
Total Acres
745.9

APPLICATION RATES FOR VARIOUS CROPS
DaB Davidson -loam 2-8 % sloues
CROP
YIELD
NITROGEN -
*MAX. PAN
FACTOR
APPLICATION LBS.
Barley
84 bu
1.49
125
Corn grain
133bu
1.11
148
Corn silage
24.7 tons
10.9
269
Sorghum silage
21 tons
7.6
160
Oats grain
105 bu
1.13
118
Rye grain
62 bu
2.01
124
Ryegrass silage
11.4 tons
11.1
127
Sm. grain silage
11.4 tons
11.1
127
Soybeans d c
44 bu
3.89
170
Soybeans f s
52 bu
3.89
203
Triticale grain
86 bu
1.52
131
Wheat grain
62 bu
2.01
124
Fescue hay
5.2 tons
44.4
232
Orchard grass hay
4.2 tons
44.4
186
Millet hay
4.8 tons
49.4
239
Sudan grass hay
5.4 tons
49.4
268
Fescue pasture
5.2 tons
33.4
174
Mixed cool
Season pasture
3.7 tons
33.4
124
* Maximum Plant Available Nitrogen
(PAN), includes organic, inorganic and residual
forms.

APPLICATION RATES FOR VARIOUS CROPS
DaD Davidson loam 8 15 % sloues
CROP
YIELD
NITROGEN
*MAX. PAN
FACTOR
APPLICATION LBS.
Barley
70 bu
1.49
105
Corn grain
112 bu
1.11
124
Corn silage
20.8 tons
10.9
227
Sorghum silage
17.7 tons
7.6
134
Oats grain
88 bu
1.13
99
Rye grain
52 bu
2.01
105
Ryegrass silage
9.6 tons
11.1
107
Sm. grain silage
9.6 tons
11.1
107
Soybeans d c
37 bu
3.89
143
Soybeans f s
44 bu
3.89
171
Triticale grain
73 bu
1.52
111
Wheat grain
52 bu
2.01
105
Fescue hay
4.4 tons
44.4
195
Orchard grass hay
3.5 tons
44.4
156
Millet hay
4.1 tons
49.4
202
Sudan grass hay
4.6 tons
49.4
225
Fescue pasture
4.4 tons
33.4
147
Mixed cool
Season pasture
3.1 tons
33.4
103
* Maximum Plant Available Nitrogen
(PAN), includes organic, inorganic and residual
forms.

APPLICATION RATES FOR VARIOUS CROPS
McB2 Mecklenburg clav loam 2 - 8 % sloues
CROP
YIELD
NITROGEN
*MAX. PAN
FACTOR
APPLICATION LBS.
Barley
65 bu
1.49
96
Corn grain
100 bu
1.11
111
Corn silage
18.1 tons
10.9
197
Sorghum silage
15.4 tons
7.6
117
Oats grain
81 bu
1.13
91
Rye grain
48 bu
2.01
95
Ryegrass silage
8.6 tons
11.1
95
Sm. grain silage
8.6 tons
11.1
95
Soybeans d c
32 bu
3.89
126
Soybeans f s
38 bu
3.89
148
Triticale grain
67 bu
1.52
101
Wheat grain
48bu
2.01
95
Fescue hay
4.3 tons
44.4
190
Orchard grass hay
3.4 tons
44.4
152
Millet hay
4.1 tons
49.4
20.2
Sudan grass hay
4.6 tons
49.4
225
Fescue pasture
4.3 tons
33.4
144
Mixed cool
Season pasture
3.0 tons
33.4
100
* Maximum Plant Available Nitrogen
(PAN), includes organic, inorganic and residual
forms.

APPLICATION RATES FOR VARIOUS CROPS
McD2 Mecklenburg clav loam 8 -15 % slopes
CROP
YIELD
NITROGEN
*MAX. PAN
FACTOR
APPLICATION LBS.
Barley
54 bu
1.49
81
Corn grain
84 bu
1.11
93
Corn silage
15.2 tons
10.9
166
Sorghum silage
13 tons
7.6
98
Oats grain
68 bu
1.13
77
Rye grain
40 bu
2.01
80
Ryegrass silage
7.2tons
11.1
80
Sm. grain silage
7.2 tons
11.1
80
Soybeans d c
27 bu
3.89
106
Soybeans f s
32 bu
3.89
124
Triticale grain
56 bu
1.52
85
Wheat grain
40 bu
2.01
80
Fescue hay
3.6 tons
44.4
160
Orchard grass hay
2.9 tons
44.4
128
Millet hay
3.4 tons
49.4
170
Sudan grass hay
3.8 tons
49.4
190
Fescue pasture
3.6 tons
33.4
120
Mixed cool
Season pasture
2.6 tons
33.4
87
* Maximum Plant Available
Nitrogen
(PAN), includes organic, inorganic and residual
forms.

4PPLICATION RATES FOR VARIOUS CROPS
ChA: Chewacla loam, 0 to 2 percent slopes
CROP
YIELD
NITROGEN
FACTOR
*MAX. PAN
APPLICATION LBS.
Barley (Grain)
68 Bushels
1.49
101
Corn (Grain)
105 Bushels
1.11
117
Corn (Silage)
0 Tons
10.9
0
Cotton
675 Pounds
0.081
55
Sorghum (Silage)
0 Tons
7.6
0
Oats (Grain)
85 Bushels
1.13
96
Rye (Grain)
50 Bushels
2.01
101
Small Grain (Silage)
9 Tons
11.1
100
Sorghum (Grain)
50 CWT
1.72
86
Soybeans (Double Cropped)
32 Bushels
0
0
Soybeans (Full Season)
38 Bushels
0
0
Soybeans (Double Cropped - Manured)
32 Bushels
3.88
124
Soybeans (Full Season - Manured)
38 Bushels
3.88
147
Triticale (Grain)
70 Bushels
1.52
106
Tropical Corn (Silage)
0 Tons
6.5
0
Wheat (Grain)
50 Bushels
2.01
101
3ahiagrass (Hay)
3.4 Tons
41
139
Common Bermudagrass (Hay)
3.4 Tons
41
139
Fescue (Hay)
4.5 Tons
44
198
Mixed -Cool Season Grass (Hay)
3.2 Tons
44
141
Orchardgrass (Hay)
3.2 Tons
44
141
Pearl Millet (Hay)
3.8 Tons
46
175
Rescuegrass (Hay)
2.3 Tons
44
101
Sorghum Sudan (Hay)
4.3 Tons
46
198
Annual Ryegrass (Hay)
0 Tons
0
0
Annual Ryegrass (Pasture)
0 Tons
0
0
Annual Rye Overseed Hay Harvest (Hay)
0 Tons
0
0
Annual Rye Overseed Grazed Harvest (Hay)
0 Tons
0
0
Common Bermudagrass (Pasture)
3.4 Tons
31
105
Fescue (Pasture)
4.5 Tons
33
149
Mixed Cool Season Grass (Pasture)
3.2 Tons
33
106
Orchardgrass (Pasture)
3.2 Tons
33
106
Pearl Millet (Pasture)
3.8 Tons
35
133
Rescuegrass (Pasture)
2.3 Tons
33
76
Small Grain Cover (Hay)
0 Tons
0
0
Small Grain Overseed (Hay)
0 Tons
0
0
Sorghum Sudan (Pasture)
4.3 Tons
35
151
'Maximum Plan Available Nitrogen (PAN), includes organic, inorganic and residual forms.

Crop Notes
The following crop note applies to field(s): 1, 10, 2, 3, 4, 5, 6, 7, 8, 9
Corn Silage: Piedmont and Mountains
In the Piedmont, corn should be planted when soil temperature reaches 52 to 55 degrees fahrenheit. Plant
1-2" deep. Adequate depth control is essential. Review the NCSU Official Variety "green book" and
information from private companies to select a high yielding variety with the characteristics needed for
your area and conditions. Apply 10 to 12 lbs. nitrogen per ton of expected yield. All nitrogen can be
applied at planting. Also acceptable is to apply 2/3 to 3/4 of the nitrogen at planting and the rest when
corn is in the 7 to 9 leaf stage. Tropical corn for silage needs about 6-8 lbs nitrogen per ton of expected
yield applying no more than 100 to 120 lbs total nitrogen. Research has shown that nitrogen can be
reduced by approximately 15 percent when soil injected. The total N is dependent on the soil type and
expected yield. Apply phosphorus and potassium according to a soil test before planting. Phosphorus
is best utilized when banded with the planter as a starter. Plant samples can be analyzed during the
growing season to monitor the nutrient status of the corn. Timely management of weeds and insects is
essential in profitable corn silage production. Plant a cover crop after harvest.
The following crop note applies to field(s): 1; 2
Corn Silage: Piedmont and Mountains
In the Piedmont, corn should be planted when soil temperature reaches 52 to 55 degrees fahrenheit. Plant
1-2" deep. Adequate depth control is essential. Review the NCSU Official Variety "green book" and
information from private companies to select a high yielding variety with the characteristics needed for
your area and conditions. Apply 10 to 12 lbs. nitrogen per ton of expected yield. All nitrogen can be
applied at planting. Also acceptable is to apply 2/3 to 3/4 of the nitrogen at planting and the rest when
corn is in the 7 to 9 leaf stage. Tropical corn for silage needs about 6-8 lbs nitrogen per ton of expected
yield applying no more than 100 to 120 lbs total nitrogen. Research has shown that nitrogen can be
reduced by approximately 15 percent when soil injected. The total N is dependent on the soil type and
expected yield. Apply phosphorus and potassium according to a soil test before planting. Phosphorus
is best utilized when banded with the planter as a starter. Plant samples can be analyzed during the
growing season to monitor the nutrient status of the corn. Timely management of weeds and insects is
essential in profitable corn silage production. Plant a cover crop after harvest.
-----------------------------------------------------------------------------------------------------------------------------------------------------------
493705 Database Version 3.1 Date Printed: 06-21-2013 Crop Note Page 1 of 2

sv■�■�.: -en %1V1N��ay R"ON
Farm 11 Tract 2521
N,
0 200 40G
­vcrcnntnanon lap —tiers
O Restricted Use
\% Limited Restrictions
NO
Disclaimer: Wetland identifiers do not represent the size, shape.
or specific determination of the area. Refer to your original
determination (CPA-026 and attached maps) for exact Welland Acre
boundaries and determinations, or contact NRCS. -- —
rovislons
2.4
i
3 39.5
bon
it
•
w
t x� {. • e
-
' • I .1 r
4.
�v M
r � y
`.err a
' r ,4
t
i {t�
f' y y kr
t
Total Cropland Acres
"A

■ie.T ,■ V y��� w ��� •�• �a•_1r..mauve rue��^nef3 UlscialmeC Wetland Identifiers do not represent the ze, shape,
•77 Q Restricted Use or specific determination of the area. Refer to yousir original
Farm 5 Tract 1 6 Limited Restrictions determination ICPA-026 and attached maps) for exact wetland Acre
boundaries and determinations, or contact NRCS.
� t y
Exempt from Conservation C�. . nce Provisions
{ u p5 _
12
' � ti•1 �r ,�
77
it r+ , j ; ;• i'�` s } .
M=
e
t
u
4 f.
.ir
r, ' •..
r,r
.x •
..' l � k8� y�x.# a 1# Y, •�ti �9..vt .'�. -
0 500 1000 1500 2000 Feet
Map for FSA purposes Total Cropland Acres
�. _ 9.8

�w�■Mv-'�■ MVtN1111111tr rOM-•^•--....... o—IIUnnnnars ursclaimer: Weiland Identifiers donot represent the size. shape'
Restricted Use or Specific ondetermination of the area, Rarer to your original
Farm �6 Tract 2234 Limped Restrictions determination (CPA-026 and attached maps) for exact wetland
Fxem from Conservation G. .,iu Provisions boundaries and determinations, or Contact NRCS.
i,
RCre HEL RP
1
4.98
y
2
3
4
9. 94
14 . 11
3.35
y
y
y
5
4.66
N
6
5.52
y
7
8
7.03
8.70
y
N
purposes Total Cropland Acres
58.4

- -- — �v vMw ra jLr W-VN vererminailon IdP^#'sjer3 Disclaimer. Wetland Identifiers do not represent the size. shape.
O Restricted Use or specific determination of the area. Refer to your original
Farm 5 Tract 2518 Q Limited Restrictions determination (CPA-026 and attached maps) for exact Wetland M Acre 13 boundaries and determinations. or contact NRCS. HHEL RP
Exam t from Conservation CU.....,dnc* Provisions
I,
-• �,,„ 89.98
r 5 34.0
6 23.2
14.6
00 800 1200
w
Total cropland Acres
,. ,., 186.0

— -- •• vvsanay roj%
Farm .A Tract 11508
NP Feet
YveTianciDetermination Id' -?t3
R
QRestrsiricted Use
Disclaimer: Welland Identifiers do not represent the size, shape,
Limited Restrictions
or specific determination of the area, Refer to your origina
determination (CPA-026 and
Exempt from Conservation Com dance Provisions
i
attached maps) for exact welland
boundaries and determinations. or contact NRCS.
i
t
Fq ��
Acre ,p
16.68
Y
Prot IFS Total Cropland Acres

— ---- ----a0 vvwnIty r%-p/y
Farm '4 Tract I o542
oil
nvuana ueTermination W- 41ers Disclaimer: Wetland Identifiers do not represent the size, shape.
O Restricted Use or specific determination of the area. Refer to your original
Limited Restrictions determination (CPA-026 and attached maps) for exact wetland Acre
EX�m t from Conservation Co.� dance Provisions boundaries and determinations. or contact NRCS.
•
V1 14.1
2 4.7
tr ti
3 1.0
Mif for FSA purposes only-.
d
Y
Y
Y
Total Cropland Acres
20.0

- � —..Nosy F- V-Ain ..vaana uetermination id- "iers Disclaimer: Welland ldenlMlers do not represent the size. shape.
O Restricted Use or speciflc determination ofthe area. Refer io your original
Farm 10 Tract 10825 Limited Restrictions determination (CPA-026 and attached maps) for exact wetland
Exom from Conservatlon Comutlance Prevr<i— boundaries and determinations. or contact NRCS.
Acres ,p
.1
for FSA 00toores o
10.7 y
1.67 y
Total Cropland Acres
12.4

_%MwM w-V--.■ vvaanay roj%
Farm ,0 Tract 2507
r�
0
800 Fe
onnnrauvrr raenirrlers
O Restricted Use
Disclaimer: Welland Identifiers do not represent the size, shape.
or specific determination of the area. Refer to
Limited Restrictions
your original
determination (CPA-026 and attached maps) for exact wetland
t
,:;_
Acre
Exam ( from Conservation Cc ,ce Provisions
boundaries and determinations. or contact NRCS.
It
Aak. mot
ry �
I�t...
4
7. 1
� ��� _.t' •.
s'Y
r
Total Cropland Acres
29.9

Farm 5 Tract 11248
P i
E i3 Y
a
Y
vveTiana Uetermination ide - `?rg Disclaimer: Welland Identifiers do not represent the size. shape.
O Restricted Use or specific determination of the area. Refer to your orlglnal
Limited Restrictions determination (CPA-026 and attached maps) for exact wetland Acre
bo0ndarles and determinations. or contact NRCS.E Hi
Exem from Cons�rvatlon Com ilane� Provisions
ida E 25.0 y
Y 19.00 1Y
17-
1. �
' for FSA purposes only,Total Cropland Acres
- 44.1

%5 %&%runity rom
flam r)9 Tract 2504
h:, r
•r'I 4
R 7+ 0
wetland Determination Id- "`rers
O Restricted Use
0 Limited Restrictions
Mo
v
Disclaimer: Wetland Iderdifiers do not represent the size, shape.
or specific determinatlon ofthe area. Refer to your original
determination (CPA-026 and attached maps) for exact wetland
boundaries and determinations. or contact NRCS.
NMI
M-W"
tlt,.poses
Acre
13.6
10.4
P
Y
Y
Total Cropland Acres
24.0

�arli� 77 Tract 2512 V Limited Restrictions
r Exempt from Conservation C
r
r
s
lq'er c•'}� a i
nr ,,f r S
�,S o'.14c r � r e, .�.� rt t � - • •1, .q, � �yy. ,. ��rr
Ix
r.
rr
Fe
determination (CPA-026 and attached maps) for exactWelland
boundarles and determinations, or contact NRCS.
Rses on PK-wk�. ,, v
Acre rrop IHELICRPI
15.31 Y
22.2
Y
3
7.79
y
4
13.2
Y
5
15.1
Y
7
10.0
_
Y
Total Cropland Acres
83.9

-- - ---- -- w%mmomY W-w-a l
Fa® 9 Tract 2511,
O—Plu uererrnination Id-----ers Disclaimer: Wet land Identifiers do not represent the size, shape,
Restricted Use or specific determination of the area. Refer to your original
Limited Restrictions determination (CPA-026 and attached maps) for exact wetland:--.;:.,r Acre
Exem from Conservap(>n co......— o..,,,�.,__- boundaries and determinations, or contact MRCS. —_ __
Afi-
ses only = Total Cropland Acres
14.6

---- vvson%y r%7/q
Fay` 9 Tract 2516
,� � +1 Pv�t L ��w � .s�,.asi'" �,tV + ., i» ��ka+, •
yix9l4 ,w `Y` t �n y
u
--crrana vetrertnination Ide-•"Oars
Q Restricted Use
V Limited Restrictions
Disclaimer: Wetland Identifiers do not represent the size, shape,
or specific delerminatlon ofthe area. Refer to your original
determinatlon ICPA-026 and attached maps) for exact wetland
boundaries and determinations, or contact NRCS.
Map for FSA
Acre lu,
8.65 y
Total Cropland Acres
8.7

Farm )9 Tract 2527
�•�••••l••auain rvnnuners Disclaimer: Wetland Identifiers do not represent the size, shape,
O Restricted Use or specific determination of the area. Refer to your original
0 Limited Restrictions determination (CPA-026 and attached maps) for exact wetland:` , AC Y't3 _HEL RP
Exem t from Conservation c , me Provisions boundaries and determinations, or contact NRCS.
�r r-�• .,.r ..... �r f r G x .. 1 6. 48
Y
I ram._sscc a>r ?di yell Qif C-
rb r �• I F q� �Y j�� ��I'
11��iii II 4
pur
Total Cropland Acres
6.5

— -- - --••--■■ vvtwrl ltiy raq ..eaana Uetermination idp-- -iers
O Restricted Use
Farm )9 Tract 10541 Limited Restrictions
ittrrt�r.
Disclaimer: Wetland Identifiers do not represent the size, shape.
or specific determination of the area. Refer to your original
determination tCPA-026 and attached maps) for exact wetland
boundaries and determinations, or contact NRCS.
�S
Acre HE
only W. Total Cropland Acres
19.2

•• .. vvaa■■ay r�iy
Farm 3 Tract 11696
9
i
.arrann veTerinination I&- -lers
O Restricted Use
Q Limited Restrictions
Disclaimer: Wetland Idemlflers do not represent the she, shape.
Of specific determination of the area. Refer to your original
determination ICPA-026 and attached maps) for exact wetland
boundaries and determinations. or contact NRCS.
MJ Acre
F
Y
Total Cropland Acres
46.8

Farm
)2 Tract 2517
..eitana uetermination Id- `qrs
Q Restricted Use
V Limited Restrictions
Disclaimer: W etland IderdHlerI do not represent the size, shape. _ or specific determinatlon of the area. Refer to your orlglnal determination (CPA-026 and attached maps) for exact wetland " AC P
boundaries and determInallons, or contact NRCS.
F
�FSA purposf
fi
Total Cropland Acres
121.1

Farm )2 Tract 252(
..ectana vetermination Id- ';tiers
O Restricted Use
Disclaimer: Wetland Identifiers do not represent the
Limxed Restrictions
size, shape.
or specific determination of the area. Refer to your original
determination (CPA-026 and
Exem Mom Conselvatlon Co,,, dance Provisions
t.
attached Maps)for exact Wetland
boundaries and determinations, or Contact NRCS.
AC.L'28
p F
1
30.3
Y
3
13.4
Y
4
0.54
N
5
3.42
N
7
28.8
y
17.5
Y
11
4.34
Y
12
5.77
Y
13
1.38
Y
14
1.75
"
15
4.02
Y
17
2.27-
Y
Map for FSA purposes only
Total Cropland Acres
113.7

Soil Map—Davi, runty, North Carolina
(' imith)
35" 44' 31"
35' 43' 19"
in
Map Scale: 1:16,100 it printed on A size (8.5" x 11") sheet.
m
iV
N
o A 0 200 400 800 1,200
Meters
N Feet
0 500 1,000 2,000 3,000
U_ Natural Resources
�" Conservation Service
Web Soil Survey
National Cooperative Soil Survey
7/21 /2009
Page 1 of 3
35' 44' 31"
35° 43' 18"

Soil Map —Davidson County, North Carolina
35° 44' 36"
35' 42' 51"
Map Scale: 1 :15,500 M printed on A size (8.5" x 11 ") sheet.
0
N Meters
m 0 100 200 400 600
Feet
0 500 1,000 2,000 3,000
USDA Natural Resources Web Soil Survey 7/21/2009
2� Conservation Service National Cooperative Soil Survey Page 1 of 3
35° 44' 35'
35° 42' 50"

Soil Map —Davidson County, North Carolina
35° 4347'
35' 47 30"
e Map Scale: 1:10 500 0 printed on A sae (8.5" x 11") sheet.
m
N Meters
m 0 100 200 400 600
Feet
0 400 800 1,600 2,400
USDA Natural Resources Web Soil Survey 7/21/2009
a" Conservation Service National Cooperative Soil Survey Page 1 of 3
35° 43' 41"
35' 47 30"

Soil Map —Davidson County, North Carolina
35' 35 4'
35' 44' 35"
Q Map Scale: 1:9,660 if pnnted on A size (8.5" x 11 ") sheet
m
N Meters
m 0 50 100 200 300
Feet
00 2,1 0 350 700 1,400
USDA Natural Resources Web Soil Survey 7/21/2009
,♦ Conservation Service National Cooperative Soil Survey Page 1 of 3
35' 4541 '
35' 44' 35'

Soil Map —Davidson County, North Carolina
35' 41' 52"
35' 41' 0"
Map Scale: 1:7,620 9 pnnted on A size (8.5" x 11 ") sheet
m
N Meters
m 0 50 100 200 300
at
0 250 500 1,000 1,500
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
v
m
m
7121 /2009
Page 1 of 3
35` 41' 52"
35° 41' 0"

Soil Map—Davidso.. _.mty, North Carolina
MAP LEGEND
MAP INFORMATION
Area of Interest (AOI)
Very Stony Spot
Map Scale: 1:7,620 if printed on A size (8.5" x 11 ") sheet.
L_
Area of Interest (AOI)
Wet Spot ♦ P
The soil surveys that comprise your AOI were mapped at 1:24,000.
Soils
Soil Map Units
Other
Please rely on the bar scale on each ma sheet for accurate ma
y P p
Special Line Features
measurements.
Special
Point Features
;.,
Blowout
Gully
Source of Map: Natural Resources Conservation Service
Short Steep Slope
Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
®
Borrow Pit
Coordinate System: UTM Zone 17N NAD83
r � Other
X
Clay Spot
This product is generated from the USDA-NRCS certified data as of
Political Features
the version date(s) listed below.
Closed Depression
�{
Gravel Pit
© Cities
Soil Survey Area: Davidson County, North Carolina
Water Features
Survey Area Data: Version 12, Jun 17, 2009
Gravelly Spot
Oceans
Date(s) aerial images were photographed: 6118/2006; 6/16/2006
Landfill
Streams and Canals
The orthophoto or other base map on which the soil lines were
A
Lava Flow
Transportation
compiled and digitized probably differs from the background
elc
Marsh or swamp
+.. Rails
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
3t
Mine or Quarry
Interstate Highways
p
Miscellaneous Water
US Routes
Q
Perennial Water
Major Roads
v
Rock Outcrop
/4' Local Roads
t
Saline Spot
Sandy Spot
Severely Eroded Spot
p
Sinkhole
Slide or Slip
0
Sodic Spot
=
Spoil Area
Stony Spot
USDA Natural Resources Web Soil Survey
009
Conservation Service National Cooperative Soil Survey 2f Page
o 3
Page 2 of 3

Soil Map —Davidson County, North Carolina
George Smith
Map Unit Legend
Davidson County, North Carolina (NC057)
Map Unit Symbol
Map Unit Name
Acres In AOI
Percent of AOI
ArA
Armenia loam, 0 to 2 percent slopes,
frequently flooded
8.0
0.7%
CeB2
Cecil day loam, 2 to 8 percent slopes,
moderately eroded
42.6
3.8%
ChA
Chewada loam, 0 to 2 percent slopes,
frequently flooded
109.8
9.7%
DdB
Davidson loam, 2 to 8 percent slopes
600.1
52.9%
DdD
Davidson loam, 8 to 15 percent slopes
153.5
13.5%
DdE
Davidson loam, 15 to 25 percent slopes
71.4
6.3%
MeB
Mecklenburg loam, 2 to 8 percent slopes
59.1
5.2%
MeD
Mecklenburg loam, 8 to 15 percent slopes
12.4
1.1 %
MkD2
Mecklenburg day loam, 8 to 15 percent
slopes, moderately eroded
48.1
4.2%
PaD
Pacolet sandy loam, 8 to 15 percent slopes
26.4
2.3%
PaE
Pacolet sandy loam, 15 to 25 percent slopes
0.8
0.1 %
W
Water
3.0
0.3%
Totals for Area of Interest
1,135.3
100.0%
19 Natural Resources Web Soil Survey 7/21/2009
Conservation Service National Cooperative Soil Survey Page 3 of 3

NCDA&CS Agronomic Division
Phone: [phone] Website: www.ncagr.gov/agranomi/
Report No. FY18-WO01058
,l;flf
Predictive
Client: George Smith
Advisor:
� x
-
Waste
Lovelea Farm
2750 Jersey Church Rd
Report Lexington, NC27292
4�
Davidson County
FOinneu��'
Links to Helpful
Information Sampled: 08/17/2017
Received: 08/18/2017
Farm: 2907
Completed: 08/23/2017 PALS #: 204377
PALS #:
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise
specifed.
Other Results
ID: 001
Nitrogen (N) P K Ca Mg S Fe Mn Zn
Cu B
Mo
C Al Na Cl
Code: LSD
Total N:
91.0 1700 362 224 74.3 17.0 3.97 3.26
0.78 0.98
-
- 5.67 584 -
Description: Dairy
Total Kjeldahl N: 1180
Liq. Slurry
Inorganic:
- -- -- -- - - -- -- - - -
Grower Comments:
NH4-N
SS EC pH BD CCE
ALE
C:N
DM
Not Provided
NO3-N
(105 S/cm) (MS/CM) (Unitless) (lb/yd') N
(1000 gal.)
(Unitless)
(%
- - 7.24 - -
_)
Estimate of Nutrients Available for First Year (lb/1000 gal)
Other Results (lb/1000 gal)
Application Method:
I
N P205 K20 Ca Mg S Fe Mn Zn
Cu B
Mo
Al Na Cl
Broadcast
3.94 1.74 17.1 3.02 1.87 0.62 0.14 0.03 0.03
0.01 0.01
-
0.05 4.87 -
Sample Information
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise specifed.
Other Results
ID: 002
Nitrogen (N) P K Ca Mg S Fe Mn Zn
Cu B
Mo
C Al Na CI
Code: SSD
Total N: 31700 4150 32700 8500 4260 2960 1970 238 94.6
23.0 15.9
-
- 1380 2980 -
Description: Dairy
Inorganic:
Surface Scraped
NH4-N
- - -- --- ---- - ------- --------------
Grower Comments:
NO3-N
SS EC pH BD CCE
ALE
C:N
DM
Not Provided
(10 S/cm) (MS/cm) (Unitless) (lb/yd') (%
(tons)
(Unitless)
°
(/°)
- - - - -
-
-
30.1
Estimate of Nutrients Available for First Year (lb/ton)
Other Results (lb/ton)
Application Method:
N P205 K20 Ca Mg S Fe Mn Zn
Cu B
Mo i
Al Na CI
Broadcast
7.65 5.73 23.7 5.12 2.57 1.79 1.19 0.14 0.06
0.01 0.01
-1
0.83 1.80 -
North Carolina
1
Tobacco Trust Fund Commission
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nutrients and safeguard environmental quality.
- Steve Troxler, Commissioner of Agriculture.

+
Waste Utilization Agreement
(Needed only if additional land has to be leased, etc.)
hereby give CC .;.T,_� <�k,i
permission to apply waste from his Waste Utilization System on '6 acres of my
land for the duration of the time shown below. The field(s) on which waste can be
applied are shown on the attached map.
I understand that this waste contains nitrogen, phosphorus, potassium and trace elements,
and when properly applied should not harm my land or crops. I also understand that the
use of animal manure will reduce my need for commercial fertilizer.
Landowner: Date:
Term of Agreement: `7 — f to
(Minimum Ten Years on Cost -Shared Items)

A
A 1 �
1
Waste Utilization Agreement
(Needed only if additional land has to be leased, etc.)
I, L o ., ,e <- • e e • hereby give
permission to apply waste from his Waste Utilization System on Y s— acres of my
land for the duration of the time shown below. The field(s) on which waste can be
applied are shown on the attached map.
I understand that this waste contains nitrogen, phosphorus, potassium and trace elements,
and when properly applied should not harm my land or crops. I also understand that the
use of animal manure will reduce my need for commercial fertilizer.
Landowner: Zoe C. Date:
Term of Agreement: 7— / / --'7 to
(Minimum Ten Years on Cost -Shared Items)

Waste Utilization Agreement
(Needed only if additional land has to be leased, etc.)
�a� L
I; �. i ►, __ +A' hereby give-�a�.:'�T
permission to apply waste from his Waste Utilization System on 23-D acres of my
land for the duration of the time shown below. The field(s) on which waste can be
applied are shown on the attached map.
I understand that this waste contains nitrogen, phosphorus, potassium and trace elements,
and when properly applied should not harm my land or crops. I also understand that the
use of animal manure will reduce my need for commercial fertilizer.
downer: � Date: '2'Z' C 3
F
Term of Agreement: —7 -' / ' Z° / 3 to
26 <�='
(Minimum Ten Years on Cost -Shared Items)

+
+
1
4 +
Waste Utilization Agreement
(Needed only if additional land has to be leased, etc.)
+
herebv give
permission to apply waste from his Waste Utilization System on fib acres of my
land for the duration of the time shown below. The field(s) on which waste can be
applied are shown on the attached map.
I understand that this waste contains nitrogen, phosphorus, potassium and trace elements,
and when properly applied should not harm my land or crops. I also understand that the
use of animal manure will reduce my need for commercial fertilizer.
Landowner: Date: -7, r"
Term of Agreement: i — l- 2 ° / 3 to 7— (— 20
(Minimum Ten Years on Cost -Shared Items)

Waste Utilization Agreement
(Needed only if additional land has to be leased, etc.)
1
I, hereby give
permission to apply waste from his Waste Utilization System on y o acres of my
land for the duration of the time shown below. The field(s) on which waste can be
applied are shown on the attached map.
I understand that this waste contains nitrogen, phosphorus, potassium and trace elements,
and when properly applied should not harm my land or crops. I also understand that the
use of animal manure will reduce my need for commercial fertilizer.
Landowner: � Date: f 3
Term of Agreement: % — l — Z ° t 3 to �
(Minimum Ten Years on Cost -Shared Items)

Waste Utilization Agreement
(Needed only if additional land has to be leased, etc.)
I, F�- i', _ `5k 3 4 1 " � hereby give --ca �, � -- �/ 't +`
permission to apply waste from his Waste Utilization System on V O acres of my
land for the duration of the time shown below. The field(s) on which waste can be
applied are shown on the attached map.
I understand that this waste contains nitrogen, phosphorus, potassium and trace elements,
and when properly applied should not harm my land or crops. I also understand that the
use of animal manure will reduce my need for commercial fertilizer.
Landowner: `�� Date: %/(f / 3
Term of Agreement: "7 --f r P to
(Minimum Ten Years on Cost -Shared Items)

.� NRCL*MWV1"11AS....
RUSLE2 Worksheet Erosion Calculation Record
Info:
In uts:
Owner name Location -
Geor a Smith I North Carolina\Davidson Count
Location
Soil
Slope length
Avg. slope
North Carolina\Davidson
ChA Chewacla loam, 0 to 2 percent slopes, frequently
horiz
steepHess,
County
flooded\Chewacla loam 85%
100
1.0
Outputs:
Management
Contouring
Strips /
Diversion/terrace,
Soil loss
erod.
Soil
Cons.
plan. soil
Sed.
barriers
sediment basin
portion,
c
detachhment,
loss,
delivery,
t/ac/ r
bac/yr
t/ac/yr
lac/yr
b.Mullti-year Rotation Templates\B01.
SILAGE\01. CORN silage + COVER or
SMALL GRAIN silage\C01. 1YR. CORN
default
none
(none)
(none)
0.88
0.88
0.88
0.88
silage mid + SMALL GRAIN silage

Newt
NRCSwEww
�
Info:
RUSLE2 Worksheet Erosion Calculation Record
Inputs:
Owner name Location --
George Smith North Carolina\Davidson Count
Location
Soil
Slope length
Avg. slope steepness,
horiz
North Carolina\Davidson
DdB Davidson loam, 2 to 8 percent slopes\Davidson loam
Count
100%
125
5.0
Outputs:
Management
Contouring
g
Strips /
barriers
Diversion/terrace,
Soil loss
erod.
Soil
detachment,
Cons.
plan. soil
Sed.
delivery,
sediment basin
portion,
vac/yr
loss,
vac/yr
b.Mullti-year Rotation Templates\B01.
V / r
t/ac/ r
SILAGE\01. CORN silage + COVER or
SMALL GRAIN silage\C01. 1 YR. CORN
default
(none)
(none)
3.8
3.8
3.8
3.8
silage mid + SMALL GRAIN silage

� RatwN
RweunN
` CRllslw�t�6R
RUSLE2 Worksheet Erosion Calculation Record
Info:
In uts:
Owner name Location George Smith North CarolinalDavidson Count
Location
Soil
Slope length
Avg. slope steepness,
North Carolina\Davidson
DdD Davidson loam, 8 to 15 percent slopes\Davidson loam
horiz
Count
100 /o
100
9.0
Outputs:
Management
Contouring
Strips /
Diversion/terrace,
Soil loss
erod.
Cons.
plan. soil
Sed.
barriers
sediment basin
portion,
detacSoilhment,
loss,
delivery,
t/ac/ r
t/ac/yr
t/ac/ r
t/ac/yr
b.Mullti-year Rotation Templates\B01.
SILAGE\01. CORN silage + COVER or
SMALL GRAIN silage\C01. 1YR. CORN
default
none
(none)
(none)
6.6
6.6
6.6
6.6
silage mid + SMALL GRAIN silage

Name
NRCS1k*~f"EmAr
unseri1611
S.,...
Info:
RUSL.E2 Worksheet Erosion Calculation Record
In uts:
Owner name Location
George Smith North Carol ina\Davidson Count
Location
Soil
Slope length
Avg. slope
North Carol ina\Davidson
MkB2 Mecklenburg clay loam, 2 to 8 percent slopes, moderately
horiz
steepness,
County
eroded\Meeklen burg clay loam moderately eroded 85%
100
5.0
Outputs:
Management
Contouring
g
Strips /
barriers
Diversion/terrace,
oss
7erod.
SO1l
detachment,
Cons.
plan. soilSed.
delivery,
sediment basin
on,
loss,/
r
t/ac/yr
t/ac/ r
Vac/yr
b.Mullti-year Rotation Templates\601.
SILAGE\01. CORN silage + COVER or
SMALL GRAIN silage\C01. 1YR. CORN
default
none
(none)
(none)
3.7
3.7
3.7
3.7
silage mid + SMALL GRAIN silage

NRCS hat
COIISHV]tiG"
Ianu
Info:
RUSLE2 Worksheet Erosion Calculation Record
Owner name I Location --
George Smith _ North CarolinalDavidson Countv
Location
Soil
Slope length
Avg. slope
North Carol ina\Davidson
MkD2 Mecklenburg clay loam, 8 to 15 percent slopes, moderately
horiz
steepness, %
County
eroded\Mecklen burg clay loam moderately eroded 85%
100
9.0
Outputs:
Management
Contourin g
Strips /
barriers
Diversion/terrace,
Soil loss
erod.
Soil
detachment,
Cons.
plan. soil
iv
delivery,
sediment basin
portion,
t/ac/yr
loss
t/ac/yr
b.Mullti-year Rotation Templates\1301.
t/ac/ r
t/ac/ r
SILAGE\01. CORN silage + COVER or
SMALL GRAIN silage\C01. 1YR. CORN
default
none
(none)
(none)
6.7
6.7
6.7
6.7
silage mid + SMALL GRAIN silage

Phosphorus Loss Assessment Tool Completion
Name of Facility: 20Y /-/g -I Facility Number:
Owner(s) Name: ��_ z Sr,; Phone No:
Mailing Address: Ae 27,E 5 z
Check the appropriate box below, and sign at the bottom:
Pl�o fields received a high or very high rating.
❑ Yes, the fields listed below received a high or very high rating:
Field Number Size (Acres) Rating (High or Very High)
Please use as many additional attachment forms (PLAT-A-07-15-16) as needed for additional fields.
By completing the above section and any additional attachments and by signing this form, the facility owner
and Technical Specialist acknowledge all application fields were evaluated within the last five (5) years using
the Phosphorus Loss Assessment Tool. All necessary calculations were completed to conduct the
Assessment. A copy will be kept on site with the Certified Animal Waste Management Plan. Any future
modifications must be approved by a technical specialist and filed with the Soil and Water Conservation
District prior to implementation. Waste plans with fields having a high or very high rating will have to be
modified to address phosphorus loss by the next permit cycle beginning July 1, 2017.
Owner Name: �z a '- �i si�'J . 7 6
Owner Signature: Date:
Technical Specialist Name:10��r�
Technical Specialist Signature: Date:
Affiliation: Phone No:3r —,XV-2
Submit this form to:
NC Division of Water Resources
Water Quality Regional Operations Section
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, NC 27699-1636
PLAT-07-15-16

JCANAT Version: 2.U2
?LAT Results For: Davidson 12/13/2017 12:32:57 PM
INPUTS
:alendar Year: 2000
'ounty: Davidson
?roducer Identifier:
^ract Number:
'ield Number:
Soil Series: DaB: Davidson loam, 2 to 8 percent slopes
,rop: Corn (Silage) : Conservation Tillage - minimum residue
3MPs: Buffer Width Width = 20 ft.
'ertilizers: Dairy -slurry
Yearly Applied Amount: 8 1000 gal
Lb P2O5: 8 lb
Application Method: All other surface
applications
'oil Loss: 4 t/ac/yr
receiving Slope Distance 0-9 ft
)oil Test 0" - 4" 217
WV_Factor (DATABASE) 1.1
iydrologic Condition: GOOD
OUTPUTS
'ARTICULATE P = 28
;OLUBLE P = 5
.EACHATE P = 0
OURCE P = 8
'OTAL P RATING = 41 (MEDIUM)
0 27 � z .

VCANAT Version: 2.02
PLAT Results For: Davidson 12/13/2017 12:33:54 PM
INPUTS
'alendar Year:
2000
'ounty:
Davidson
?roducer Identifier:
Cract Number:
4ield Number:
Soil Series:
DaD: Davidson loam, 8 to 15
percent slopes
:rop:
Corn (Silage) : Conservation
Tillage - minimum residue
3MPs:
Buffer Width Width = 20
ft.
Fertilizers:
Dairy -slurry
Yearly Applied Amount:
8 1000 gal
Lb P205:
8 lb
Application Method:
All other surface
applications
Soil Loss:
4 t/ac/yr
teceiving Slope Distance
0-9 ft
;oil Test 0" - 4"
230
WV_Factor (DATABASE)
1.1
iydrologic Condition:
GOOD
OUTPUTS
'ARTICULATE P = 30
;OLUBLE P = 6
,EACHATE P = 0
OURCE P = 8
'OTAL P RATING = 44 (MEDIUM)

NUANAT version: z.u2
PLAT Results For: Davidson 12/13/2017 12:36:23 PM
�alendar Year:
�ounty:
Producer Identifier:
Tract Number:
yield Number:
Soil Series:
:rop :
3MPs:
7ertilizers:
applications
Soil Loss:
teceiving Slope Distance
Soil Test 0" - 4"
WV Factor (DATABASE)
krtificial Drainage System:
iydrologic Condition:
INPUTS
2000
Davidson
MeB: Mecklenburg loam, 2 to 8 percent slopes
Corn (Silage) : Conservation Tillage - minimum residue
Buffer Width Width = 20 ft.
Dairy -slurry
Yearly Applied Amount: 8 1000 gal
Lb P2O5: 8 lb
Application Method: All other surface
4 t/ac/yr
0-9 ft
212
1.2
NO
GOOD
OUTPUTS
'ARTICULATE P = 19
IOLUBLE P = 9
,EACHATE P = 0
;OURCE P = 17
'OTAL P RATING = 45 (MEDIUM)

NCANAT Version: 2.02
PLAT Results For: Davidson 12/13/2017 12:37:02 PM
INPUTS
�alendar Year:
2000
�ounty:
Davidson
?roducer Identifier:
tract Number:
-field Number:
Soil Series:
MeD: Mecklenburg loam, 8 to
15 percent slopes
'rop:
Corn (Silage) : Conservation
Tillage - minimum residue
3MPs:
Buffer Width Width = 20 ft.
ertilizers:
Dairy -slurry
Yearly Applied Amount:
8 1000 gal
Lb P2O5:
8 lb
Application Method:
All other surface
applications
Soil Loss:
4 t/ac/yr
deceiving Slope Distance
0-9 ft
Soil Test 0" - 4"
226
WV Factor (DATABASE)
1.2
artificial Drainage System:
NO
iydrologic Condition:
GOOD
OUTPUTS
'ARTICULATE P = 20
1OLUBLE P = 10
,EACHATE P = 0
�OURCE P = 17
'OTAL P RATING = 47 (MEDIUM)

ANIMAL WASTE MANAGEMENT
OPERATION AND MAINTENANCE
Runoff Control Measures - Such as concrete curbing and roof guttering should be
inspected monthly to insure these systems are operating properly. Repair or
replace as needed. Diversions, filter strips and buffers should be inspected to
insure that vegetation is adequate and diversion capacity is adequate.
Land Application Equipment - Shall be inspected before use to insure that
equipment is working properly and that no leaks to tanks or box spreaders occur.
Hose, pumps and pipes used with liquid spreader tanks and irrigation systems are
to be checked before each use and repair or replace as needed.
Waste Storage Structures - Check for floating or lodged debris in lagoons and
storage ponds. Embankments of storage pond and lagoon are to be checked for
stumps, bulges, wet or damp areas, and rodent damage on backside of dam.
Vegetation should be adequate to prevent erosion. Bare areas should be seeded to
fescue. Vegetation should be clipped a minimum of once per year to prevent
trees and undesirable vegetation from becoming established. This can be done by
either mowing, spraying or chopping.
Pipes used to convey waste from buildings to storage pond or lagoon need to be
inspected for separation of joints, cracks or breaks and salt/mineral accumulation.
Bent Supports (pipe cradles) should be inspected to prevent sagging of pipes.
When repair or replacement is needed replace with pressure treated posts and
boards. Pipes should extend into the waste pond beyond the toe of bank slope or
install rock rip rap and filter cloth on toe of slope.
Pastured Areas - Maintain vegetation to prevent erosion. Hay rings and feed
troughs should be located as far as possible from steep areas and watercourses
such as creeks, streams and ponds. Rotate hay rings and portable troughs as
animal waste accumulates. Waste is to be removed from area and land applied at
agronomic rates. For areas where fencing along creeks have been installed,
inspect fence to insure that animals do not have access to creek.

WASTE STORAGE POND
OPERATION AND MAINTENANCE PLAN
For
George Smith Dairy, Davidson Co., NC
The storage pond is composed of two volumes. The lower 8_1 feet of depth in the pond is the waste
storage volume. The remaining depth of the pond to the emergency spillway level is storage for a 25
year, 24 hour rainfall that enters the pond. The elevation to start pumping out the waste storage is
652.1 and will be marked with a permanent marker. In order to maintain the designed storage
volume, the pond must be pumped out completely every 8 months, or more frequently with
heavy rains. Take special care not to damage the clay liner while pumping. The nutrient
management plan shall be strictly followed when land applying the waste. This requires samples
and testing of waste before application. Waste shall be applied on fields as shown on included soils
maps.
Safety
An exclusion fence entirely surrounding the completed structure must be maintained for human
safety and to prevent livestock form walking on the dam, therefore preventing a hazard to the
livestock and damage to the dam and its protective vegetation.
WARNING: Animal waste storage pits can accumulate deadly odorless, toxic gasses. The
included silage leachate may also increase the possibility of toxic gas accumulation. Always
prevent children from playing near this facility, and ensure workers use caution and take
appropriate precautionary measures when approaching it for maintenance.
Maintenance
The routine maintenance of this waste storage pond involves the following:
1. After emptying the pond, ensure there is a minimum of liquid remaining covering the clay
floor liner at all times sufficient to prevent it from drying and cracking (the exposed inside side
slope liner is protected from drying by a six-inch layer of lesser plastic soil).
2. Maintenance of a vegetative cover on embankment and in the emergency spillway. The
specified grass cover is to be established and maintained on these areas. Beginning the year
after construction and each year thereafter, the embankment and emergency spillway should
be fertilized with 1000 pounds of 10-10-10 per acre to maintain a vigorous stand.
3. Control of weeds, brush, and trees on the embankment and in the emergency spillway. This
shall be done by mowing, spraying, or chopping, or a combination of all three. This should be
done twice each year. Only use chemicals according to their labeling.
4. Frequently check the liquid level to ensure adequate storage remains below the "start pump"
marker, especially during hurricane season.
5. Inspect the surrounding exclusion fence and make any necessary repairs in a timely manner.
NRCS NC Area 2 Rev. 5-18-16

Routine Inspections
Maintenance inspections of this waste storage pond should be made during the initial filling, and at
least annually, and after every major storm. Items to be checked include, as a minimum, the
following:
1. Emergency Spillway for
a. erosion or sedimentation
b. weeds, small trees, logs, fences or other obstruction or damage to the vegetation that could
reduce channel capacity, block flow, or encourage erosion.
2. Embankment for
a. settlement, cracking, holes or depressions.
b. side slope stability, slumps or bulges
c. erosion
d. rodent damage, especially ground hog burrows
e. seepage or other leakage
f. condition and type of vegetative cover
Any problems with the structure should be addressed to the NRCS for repair recommendations.
Silage Leachate Maintenance
The ditch that carries silage leachate runoff from trench silos to the leachate collection system
must be maintained with a minimum bottom width of 2 ft. and depth of 6 inches with sides no
steeper than 2:1 f/f. Any erosion problems, impairment to the banks or damaged vegetation
should be addressed promptly to prevent spillage or clogging of the collection system due to
sediment. The ditch channel may be maintained as earthen, rock lined, or mowed vegetation as
long as erosion is not a problem and the flow remains unimpeded.
The gravel -filter Leachate Collection Pit must be periodically inspected and cleared of sediment,
silage solids and debris — especially after storm events. The filter gravel in the pit should be
replaced as needed to maintain proper function and collection of leachate liquid. The surface of
the gravel should be maintained level and flush with the ditch and outlet channels. Only washed
gravel of an appropriate size should be used. In no case shall ABC or "Crusher -run" be used.
A flat pressure -treated board placed within the gravel directly over the intake pipe will prevent
accidental pipe damage during gravel replacement operations.
In the concrete Leachate Separator pan, ensure that the pipes are in good condition, and
remove any accumulated debris. Maintain a coat of exterior, PVC -compatible paint on all
exposed portions of the PVC pipes to prevent UV degradation of the plastic.
Ensure the outlet pipe is clear and flowing to the waste storage pond as designed. Inspect the
overflow spreader and filter area for erosion or damaged vegetation, and make repairs as
needed. If a significant portion of the vegetation appears to be "burned" from high acidity, report
it immediately to the NRCS to make any needed adjustment to the outflow/leachate balance.
The Vegetated Filter Area below the silage collection system must be maintained in good
condition. Maintain a vigorous vegetative cover and remove any stored farm equipment and
scrap from the area. If the vegetation along the flow path begins to appear bleached or "burned"
from excessive leachate acidity, notify the NRCS for assistance in adjusting the leachate
NRCS NC Area 2 Rev. 5-18-16

separator pipes to improve the leach ate/ra i nwate r ratio that is allowed to overflow onto the filter
area. And, ensure that the gravel filter in the Leachate Collector is clear of any sediment and
debris.
Improving capacity in the Waste Storage Pond. The accumulation of rain water runoff from the
silos, which occupies storage space within the waste storage pond, can be significantly reduced
by careful management of the trench silos. Cover the new silage piles such that any runoff from
the tarps drains outside the silos as much as possible and harvest the silage crops below the
70% moisture level whenever practical.
NRCS NC Area 2 Rev. 5-18-16

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, storical data,
climatic conditions, and level of management, unless there are regulations
that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per
year. Waste may be applied to land eroding at more than 5 tons per acre per
year but less than 10 tons per acre per year provided grass filter strips are
installed where runoff leaves the field (see USDA, NRCS Field Office Technical
Guide Standard 393 - Filter Strips).
s. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift from
the land application field.

6. When animal waste is to be applied on acres subject to flooding, waste will
be soil incorporated on conventionally tilled cropland. When waste is applied
to conservation tilled crops or grassland, the waste may be broadcast
provided the application does not occur during a season prone to flooding
(see "Weather and Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate
such that runoff does not occur offsite or to surface waters and in a method
which does not cause drift from the site during application. No ponding
should occur in order to control odor and flies.
s. 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 than 25 feet to perennial waters.
12. 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.
15. 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.

2o. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant with
no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at
least annually at crop sites where waste products are applied. Nitrogen shall
be the rate -determining nutrient, unless other restrictions require waste to
be applied based on other nutrients, resulting in a lower application rate
than a nitrogen based rate. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum
crop production. Soil and waste analysis records shall be kept for a minimum
of five years. Poultry dry waste application records shall be maintained for a
minimum of three years. Waste application records for all other waste shall
be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush gutters • Accumulation of solids O Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
O Remove bridging of accumulated solids at
discharge
Lagoons and pits • Crusted solids O Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
hxcessive vegetative • Decaying vegetation O Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Svstems
Feeders Feed spillage O Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
O Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source Cause _
BMPs to Control Insects Site Specific Practices
Feed storage Accumulations of feed O
Reduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
O
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas Accumulations of animal O
Eliminate low areas that trap moisture along fences
wastes and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal
O
Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling . Accumulations of animal O
Remove spillage on a routine basis (e.g.,
systems wastes
7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
O
Provide for adequate drainage around manure
stockpiles
O
Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

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

Cattle Farm Waste Management Odor Control Checklist
Source
Cause
BMPs to Minimize Odor Site Specific Practices
Farmstead
.
Dairy production
O
Vegetative or wooded buffers
O
Recommended best management practices
O
Good judgment and common sense
Paved lots or barn
.
Wet manure -covered
0
Scrape or flush daily
alley surfaces
surfaces
0
Promote drying with proper ventilation
0
Routine checks and maintenance on waterers,
hydrants, pipes, stock tanks
Bedded areas
•
Urine
0
Promote drying with proper ventilation
•
Partial microbial
0
Replace wet or manure -covered bedding
decomposition
Manure dry stacks
.
Partial microbial
0
Provide liquid drainage for stored manure
decomposition
Storage tank or
•
Partial microbial
0
Bottom or mid -level loading
basin surface
decomposition
0
Tank covers
•
Mixing while filling
0
Basin surface mats of solids
•
Agitation when emptying
O
Minimize lot runoff and liquid additions
0
Agitate only prior to manure removal
0
Proven biological additives or oxidants
Settling basin
•
Partial microbial
O
Liquid drainage from settled solids
surfaces
decomposition
0
Remove solids regularly
•
Mixing while filling
•
Agitation when emptying
Manure, slurry, or
.
Agitation when spreading
O
Soil injection of slurry/sludges
sludge spreader
.
Volatile gas emissions
Cl
Wash residual manure from spreader after use
outlets
0
Proven biological additives or oxidants
April 18, 2006, page 1

Cattle Farm Waste Management Odor Control Checklist
Source
Cause
BMPs to Minimize Odor Site Specific Practices
Uncovered manure,
•
Volatile gas emissions while
O
Soil injection of slurry/sludges
slurry, or sludge on
drying
0
Soil incorporation within 48 hours
field surfaces
O
Spread in thin uniform layers for rapid drying
O
Proven biological additives or oxidants
Flush tanks
•
Agitation of recycled lagoon
O
Flush tank covers
liquid while tanks are filling
O
Extend fill lines to near bottom of tanks with
anti -siphon vents
Outside drain
•
Agitation during wastewater
O
Box covers
collection or junction
conveyance
boxes
Lift stations
•
Agitation during sump tank
O
Sump tank covers
filling and drawdown
End of drainpipes at
•
Agitation during wastewater
O
Extend discharge point of pipes underneath
lagoon
conveyance
lagoon liquid level
Lagoon surfaces
•
Volatile gas emission
O
Proper lagoon liquid capacity
•
Biological mixing
O
Correct lagoon startup procedures
•
Agitation
O
Minimum surface area -to -volume ratio
O
Minimum agitation when pumping
O
Mechanical aeration
O
Proven biological additives
Irrigation sprinkler
•
High pressure agitation
O
Irrigate on dry days with little or no wind
nozzles
.
Wind drift
O
Minimum recommended operating procedure
O
Pump intake near lagoon liquid surface
O
Pump from second -stage lagoon
O
Flush residual manure from pipes at end of
slurry/sludge pumpings
April 18, 2006, page 2

Cattle Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Dead animals • Carcass decomposition O Proper disposition of carcasses
Standing water • Improper drainage Cl Grade and landscape such that water drains away
around facilities • Microbial decomposition of from facilities
organic matter
Mud tracked onto • Poorly maintained access O Farm access road maintenance
public roads from roads
farm access
Additional Information:
Cattle Manure Management; .0200 Rule/BMP Packet
Dairy Educational Unit Manure Management System —Lake Wheeler Road Field Laboratory; EBAE 209-95
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Management of Dairy Wastewater; EBAE 106-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
April 18, 2006, page 3
Available From :
NCSU, County Extension Center
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
Florida Cooperative Extension

EMERGENCY ACTION PLAN
P14ONR N1 TMRFR S
EMERGENCY MANAGEMENT SYSTEM
SWCD 33E a<<„2:Q,gZ
NRCS 33C 021 ao 7d
This plan will be implemented in the event that wastes from your operation are
leaking, overflowing, or running off site. You should not wait until wastes reach
surface waters or leave your property to consider that you have a problem. You
should make every effort to ensure that this does not happen. This plan should be
posted in an accessible location for all employees at the facility. The following are
some action items you should take.
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:
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
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.
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 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 - -
2 December 18, 1996

4. If none of the above works call 911 or the Sheriff s Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize
off -site damage.
a. Contractors Name: _
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.
a. Name: ,� 05t -/ A(II&J S
b. Phone: 3 ( oe 44; .2d2,<
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.
3 December 18, 1996

f ti
CALIBRATION OF MANURE SPREADERS
Effective utilization of manure is not possible if you do not know how much is being spread over a
given area. Calibration of your spreader is a simple and effective way of improving utilization of
nutrients in manure more effectively. Only by knowing the application rate of your spreader can you
correctly apply manure to correspond to your crop needs and prevent water quality problems through
the over application of animal manure. `
Applicators can apply manure, at varying rates and patterns, depending on forward travel and/or
PTO speed, gear box settings, gate openings, operating pressures, spread widths and overlaps.
Calibration defines the combination of settings and travel speed needed to apply manure, beddinQ
or wastewater at a desired rate and to ensure uniform application. V
Spreader Capacity
Liquid spreader capacities are normally rated by the manufacturer in gallons. Multiply by 0.0042
to get tons.
Solid and semi -solid spreaders are rated by the manufacturer either in bushels or cubic feet
(multiply bushels by 1.24 to get cubic feet). !✓lost spreaders have two rating capacities: (1) struck
or level full, and (2) heaped. Calibration of solid manure spreaders based on its capacity
(volume) is difficult to estimate accurately because the densiiv of solid and semi -solid manures
are quite variable. Density is the weight of the manure per volume of manure ( pounds per cubic
foot). MMlanure density varies depending on the type and amount of bedding used as well as its
storage method. Therefore, if you estimate spreader application rates as the volume of the
manure the spreader holds you are overlooking the fact that some manure weighs more than other
manure. This can cause a significant error when calculating manure application rates.
Since manures and litters have different densities, an on -farm test should be done. To determine
the load (tons) of a manure spreader:
1. Weigh an empty 5-gallon bucket.
2. Fill the bucket level full with the material to be spread. Do not pack the material in the
bucket but ensure that it settles similar to a loaded spreader.
3. Weigh the bucket again. Subtract the empty bucket weight from this weight to calculate
the weight of the contents. `
4. Multiply weight of contents by 1.5 to calculate pounds per cubic feet, density.
DPLNIP—:Nlarca 1 i 1997—Pa,c IS

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Yl. Y•4
5. Multiply the manure density by the cubic feet capacity of the spreader and divide by 2000
to get the tons of material in a spreader load.
Spreader load (tons) = `°Oight of 5 gal manure x 1.5 x spreader caoaciry ($ ' )
2000
Solid and Semi -Solid Manure Spreaders
In order to calibrate a spreader for solid manure (20 percent or more solids), the following
materials are needed:
1. Bucket
?. Plastic sheet, tarp or old bedsheet. An even size, 8 feet by 8 feet. 10 feet by 10 feet, or 12 fee,. -
by 12 feet, will make calculations easier.
3. Scales
Calibration method. -
Locate a large and reasonably smooth, flat area where manure can be applied.
2. Spread the plastic sheet, tarp or bed sheet smoothly and evenly on the ground.
�. Fill the spreader with manure to the normal operating level. Drive the spreader at the
normal application speed toward the sheet spread on the ground, allowing the manure to
begin leaving the spreader at an even, normal rate.
4. Drive over the sheet at the normal application speedand settings while continuing to
apply manure. If a rear discharge spreader is used, three passes should be made: first.
drive directly over the center of the sheet, the other two on opposite sides of the center at
the normal spreader spacing overlap.
J. Weigh the empty bucket and plastic sheet, tarp, or blanket.
6. Collect all manure spread on the sheet and place it into the bucket.
7. Weigh bucket and manure and subtract the weight of the empty_ bucket and ground sheet.
This will give you the pounds of manure applied to the sheet.
8. Repeat the procedure three times to Qet a reliable average.
9. Determine the average weight of the three manure applications.

z
. r. �x Y3, N.� _a. is
.- Z l :$ :. `• ii:..-..;... �.'F�
the"following
_._ .; i. +
fomiifla o>cTable-8.
10: Calculate the application rate using
lb manure collected x 21.78
Application rate (tons/acre) =
sheet length (ft) x sheet width (ft)
Ana;
11. Repeat the procedure at different speeds and/or spreader settings until the desired
application rate is achieved.
Example:
What is the application rate (tons per acre) if you collect 3.5 pounds of manure on a 10-foot by
10-foot tarp during a calibration run?
S_5 lb manure x 21.78 = 1.85 tonsiacre
Application rate (tonsiac e) = loft x loft _
Table 5-3. Calibration of Solid Manure Spreaders
Pounds of Manure Tons of Manure Applied/Acre
Applied to Sheet
Size of Ground Sheet
8. x 3t 10' x 10' 12' x 12'
1
0.34
022
u.iD
2
0.68
0.44
0.30
3
1.02
0.65
0.45
4
1.36
0.37
0.61
5
1.70
1.09
0.76
6
2.04
1.31
0.91
7
2.38
1.52
1.06
8
2.72
1.74
1.21
9
3.06
1.96
1.36
10
3.40
2.13
1.51
15
5.10
3.27
2.27
70
6.31
4.36
3.03
Many times it may be necessary to adjust the rate in which waste is applied from the way it is
normally spread. Changes in application rate can easily be done by increasing or decreasing the
speed in which the waste is being applied. In order to perform these calculations, the spreader
load (tons), duration of application (minutes), and the average width (feet) of a normal
application needs to be known. The application rate and travel speed can be found using the
following equations:
Application rate (tons/acre) =
Spreader load (tons) x -t95
time (min) x width (ft) x travel speed (mph)
Travel speed (mph) =
spreader load (tons) x 495
time (min) x width (ft) x application rate (tons/acre)
nQ(.\iP-Marti 17. 1997-po^c '-0

} 3
10. Calculate the application rateusingthe"fotlowin� formaorTable`5-8.
lb manure collected x 21.78
Application rate (tons/acre) = sheet length (ft) x sheet width (ft)
11. Repeat the procedure at different speeds and/or spreader settings until the de.
application rate is achieved.
Example:
if you collect 8.� pounds of manure on a 10-foot by
What is the application rate (tons per acre)
10-foot tarp during a calibration run?
Application rate (tons/acre) =
3.5 lb manure x 21.78 = 1.35 tonsvacre
loft x 10 ft _ -
Table 5-3. Calibration of Solid Manure Spreaders
Pounds of Manure
Tons of Manure Applied/Acre
Applied to Sheet
Size of Ground Sheet
81 x 3'
10' x 10' 1 2' x 1 2'
1
0.34
022
0.15
2
0.68
0.44
0.30
3
1.02
0.65
0.45
4
1.36
0.37
0.61
5
1.70
1.09
0.76
6
2.04
1.31
0.91
7
2.38
1.52
1.06
8
2.72
1.74
121
9
3.06
1.96
1.36
10
3.40
2.13
1.51
15
5.10
3.27
227
20
6.31
4.36
3.03
Many times it may be necessary to adjust the rate in which waste is applied from the way it is
normally spread. Changes in application rate can easily be done by increasing or decreasing the
speed in which the waste is being applied. In order to perform these calculations, the spreader
load (tons), duration of application (minutes), and the average width (feet) of a normal
application needs to be known. The application rate and travel speed can be found using the
following equations:
spreader load (tons) x 495
Application rate (tons/acre) _
time (min) x width (ft) x travel speed (mph)
Travel speed (mph) _
syreader load (tons) x 495
time (min) x width (ft) x application rate (tonsiacre)
DpL.%JP--Ntarci 17. 1997-Page =U

ra�>
Example: - -
What speed should you run if you wish to apply 4 tons of manure per acre with a 3-ton spreader?
Your spreader application width is 20 feet and your spreader empties in 6 minutes.
Travel spied (mph) _
Spreader Pattern Uniformity
3 tons x 495
6 min x 20 ft x 4 tonsvacre
= 3.1 moh
To determine the uniformity of spread and the amount of overlap needed, place a line of sma!l
pans or trays equally spaced (2 to 4 feet) across the spreader path. The pans should be a
minimum of 12 inches by 12 inches (or 15 inches in diameter), but no more than 24 inches by
24 inches; and 2 inches to 4 inches deep. Make one spreading pass directly over the center pan.
Weigh the contents caught in each pan or pour the contents into equally sized glass cylinders or
clear plastic tubes and compare the amount in each.
The effective spread width can be found by locating the point on either side of the path center
where manure contents caught in the containers is half of what it is in the center. The distance
between these points is the effective spreader width. The outer fringes of the coverage area
beyond these points should be overlapped on the next path to ensure a uniform rate over the
entire field. "Flat -top," "pyramid," or "oval' patterns are most desirable and Eve the most
uniform application. "NI," "W," "steeple;" or 'Topside" patterns are not satisfactory and one or
more of the spreader adjustments should be made.
TIP! %1P—` ircn ' iQ07—?tor

EXHIBIT A-8
Waste Utilization Plan Agreement
Name of Farm 'JC cI V c 11F /—iQ r .ln
Owner/Manager Agreement
Uwe understand and will follow and implement the specifications and the operation and maintenance procedures
established in the approved waste utilization plan for the farm named above. I (we) know that any expansion to the
existing design capacity of the waste treatment and storage facilities will require a new certification to be submitted
to the Division of Environmental Management (DEW before the new animals are stocked. I (we) also understand
that there must be no discharge of waste nutrients form this systems to surface waters of the state from a storm
event less severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm office and at
the office of the local Soil and Water Conservation District and will be available for review by DEM upon request.
I (we) understand that I must own or have access to irrigation or other equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be available at the appropriate pumping time such
that no discharge occurs from the lagoon in a 25-year, 24-hour storm event. I also certify that the waste will be
applied on the land according to this plan at the appropriate times and at rates that no runoff occurs.
Name of acility Owner (Please Print):
Z Dat6--_" /z — /.r'- 2_oe-�;,
Name of Manager ( if different than owner)
Signature.
Date
Person Who Prepared Waste Utilization Plan:
Affiliation _ JUVIDT-OA 'Seic) Phone No.
Address JO / ZioST
L �l AM P?-IL
Signaturev I �? Date1.2-
NRCS, NC
JUNE, 1996