290007_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 29-0007 Certificate Of Coverage Number: AWC290007_
2. Facility Name: Lovelea Farm
3. Landowner's Name(same as on the Waste Management Plan): Geor--e E.Smith
4. Landowner's Mailing Address: 2750 Jerse Church Rd
City: Lexington State: NC Zip: 27292-8162
Telephone Number: 336-357-2729 Ext. E-mail:
5. Facility's Physical Address: 6617 Linwood-South Mont Rd
City: Lexington State: NC Zip: 27292
6. County where Facility is located: Davidson
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"):
10. Operator Name(OIC): Geor_e E.Smith Phone No.: 336-357-2729 OIC#: 20992
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Cattle-Dairy Calf 50
Cattle-Dairy Heifer 200
Cattle-Milk Cow 1,200
Oaeration Tvnes:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultn
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Design
Estimated Liner Type Estimated Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
02 9/12/2017 496,147.00 12.00
WSP 353,544.00 18.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed b• the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: e Title: Pr
Signature: Date: 3-,Z e— Z a 9
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

StATE
ROY COOPER
Governor
MICHAEL S.R,EGAN �ti
^•'w, u ,
5ecrerory
LINDA CULPEPPER NORTH CAROLINA
milector l nrLronmental Quality
February 26,2019
George E.Smith
Lovelea Farm
2750 Jersey Church Rd
Lexington,NC 27292-8162
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at https://deq.nc.gov/about/divisions/water-resources/water-civalit� repional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure your continued coverage under the State Non-Discharge General Permits. you must submit an application for
pennit coverage to the Division. Enclosed Fou will find a 'Request for Certificate of Coverage Facilitv Currently Covered by an
Expiring State Non-Discharge General Permit." The application form must be completed. signed and returned by April 3, 201A
Please note that You must include one I11 copy of the Certified Animal Waste Manaeement Plan (CAWMP)- with the
cymlAleted and signed aagUlication form. A list of items included in the CAWMP can be found on rage 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
ko�' �' �
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Winston-Salem Regional Office,Water Quality Regional Operations Section
Davidson County Soil and Water Conservation District
AFOG Section Central Files-AWC290007
"loath Carolina Depattment of Fnvaoammtad Quality I Division of Water Resources
lffm, 512 N_Safasbury St.1 1636 Maid Service Center I Radeih,North Carolina 27699-1636

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
El NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
aMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
3 � 2 ZO!`�
Signature of Farm Owner/Manager Date
Signature of TZ554rcal Specialist Date

Waste Utilization Plan Agreement
Name of Farm: Lovelea Farm — George Smith
Owner/Manager Agreement
I (we) 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 submittedto the Division of Environmental Management (DEM) before
the new animals are stocked. I (we) also understand that there must be no discharge of waste nutrients
from this system 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 Facility Owner (Please Print):
ln2KLE J`
Signature Date /9
Name of Manager(If different than owner)
Signature _ _ _ Date
Person Who Prepared Waste Utilization Plan:
h/- ;l/► PV /�/_`/fir
Affiliation Davidson SWCD Telephone Number 3H-242-2075
Address 301 East Center Street
Lexin n NC 27292-4107
Signature +e•�/', Date 31,W ;W1

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
2H.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 1 yr.
Total (current & expanded PAN) =103,100 lbs. PAN /yr.
Normal crop rotation of corn silage & small grain sillage.
Corn silage (using Me62 soil, has lower PAN rate) = 117 lbs. PAN /ac. X 745 (available acres)
=87,165 lbs. PAN utilized.
Small grain silage (Me62 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 McB2
soils. McB2 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.

ATTACM Revised-Recently Constructed— --�
Waste Storage Pond
C.. ....T::Lw :L�... t amLLMYr.. 1.�. rv.. ..w.
.... .
Milkers
Amount of Waste Produced Per Year(gallons, ft-7, tons, 'etc.)
600 animals X 7749 (amt. ) waste/animal/year =4, 649 400 (amt. )
waste/year.
Amount of Plant Available Nitrogen SPAN% 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
i
I
SRP E
1
E
I
Total
* 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 ex ectation.
NOTE: The applicator is cautioned that P and X 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

ATTACEL' ENT A
T I
Milkers
Amount of waste Produced Per Year(gallons, ft3, toss, 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
f I
SEE
PAGIRS
I
I
I
I
Total
* 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 is 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

--ATT A C�iENT A `
,-.-P L
ON
i
- IZAT
Heifers
Amount of Waste Produced Per Year(gallons, ft3, tons, etc.)
Gal Gal
200 animals X 5535 (amt. ) waste/animal/year = 1 , 107, 000 (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
No. Type Per Ac , Utilized Application
I
I I
I
A CHE
PAGE
I
I
I �
I
Total
* 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 J eld exvectation .
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

ATTACIUYIENT A -. --- ,
........ L AN.
::..... :.........:.... ,...UT:14. ...:........
: .. .. . . ........ k�.. .
Calves
Amount of Waste Produced Per Year(gallons, ft3, tons, etc.)
tons tong
50 animals X 4 - 1 _(amt. ) waste/animal/year = 205 (amt. )
waste/year.
Amount of Plant Available Nitrogen !PANS Produced Per Year
50 animals X 18 lbs . PAN/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
I
I
SEE
ATTACHE
PAGES
I
Total
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 vield 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

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield
nates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index Soil Series Crop Sequence RYE
tl
48 4 25.00 25.00 N/A Davidson Com,Silage 24.7 Tons
Small Grain,Silage 11.4 Tons
48 7 19.00 19.00 N/A Davidson Com,Silage 24.7 Tons
Small Grain,Silage 11.4 Tons
11248 8 12.10 12.10 N/A Davidson Corn,Silage 24.7 Tons
Small Grain,Silage 11.4 Tons
11508 1 16.601 16.60 N/A Davidson Com,Silage 24.7 Tons
Small Grain,Silage 11.4 Tons
2234 1 4.90 4.90 N/A Davidson Corn,Silage 24.7 Tons
Small Grain,Silage 11.4 Tons
2504 1 13.60 13.60 N/A Davidson Com,Silage 24.7 Tons
Small Grain,Silage 11.4 Tons
504 2 10.40 10.40 N/A Davidson Corn,Silage 24.7 Tons
Small Grain,Silage 11.4 Tons
2512 1 15.30 15.30 N/A Mecklenburg Corn,Silage 18.0 Tons
Small Grain,Silage 8.6 Tons
2512 2 22.20 22.20 N/A Mecklenburg Com,Silage 18.0 Tons
Small Grain,Silage 8.6 Tons
2512 4 13.201 13.20 N/A Davidson Com,Silage 24.7 Tons
Small Grain,Silage 11.4 Tons
2512 5 1 15.10 15.10 N/A Davidson Corn,Silage 24.7 Tons
Small Grain,Silage 11.4 Tons
2512 7 10.00 10.00 N/A Davidson Corn,Silage 24.7 Tons
Small Grain,Silage 11.4 Tons
2518 1 1 89.901 89.90 N/A Davidson Com,Silage 24.7 Tons
Small Grain,Silage 11.4 Tons
2518 5 34.10 34.10 N/A Davidson Com,Silage 24.7 Tons
Small Grain,Silage 11.4 Tons
2518 6 23.20 23.20 N/A Davidson Com,Silage 24.7 Tons
Small Grain,Silage 11.4 Tons
18 8 14.60 14.60 N/A Davidson Corn,Silage 24.7 Tons
493705 Database Version 3.1 Date Printed 6/21/2013
NOTE: Symbol*means user entered data. PCS Page 1 of 2

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index Soil Series Crop Sequence RYE
Small Grain,Silage 11.4 Tons
2518 9 23.90 23.90 N/A JDavidson Corn,Silage 24.7 Tons
Small Grain,Silage 11.4 Tons
2520 10 17.50 17.50 N/A Davidson Com,Silage 24.7 Tons
Small Grain,Silage 11.4 Tons
2520 3 13.40 13.40 N/A Davidson Corn,Silage 24.7 Tons
Small Grain,Silage 11.4 Tons
2520 7 28.60 28.60 N/A Davidson Com,Silage 24.7 Tons
Small Grain,Silage 11.4 Tons
2521 3 39.50 39.50 N/A jDavidson Com,Silage 24.7 Tons
Small Grain,Silage 11.4 Tons
3375 1 5.40 5.40 N/A Mecklenburg Com,Silage 18.0 Tons
Small Grain,Silage 8.6 Tons
3375 2 2.00 2.00 N/A Mecklenburg Com,Silage 18.0 Tons
Small Grain,Silage 8.6 Tons
3375 3 2.30 2.30 N/A Davidson Com,Silage 24.7 Tons
Small Grain,Silage 11.4 Tons
PLAN TOTALS: 471.80 471.80
LI Potential Leaching Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<=10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
493705 Database Version 3.1 Date Printed 6/21/2013
PCS Page 2 of 2
NOTE: Symbol*means user entered data.

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S2 Dairy(Milk Cow)Liquid Manure Slurry waste generated 4,649,400 gals/year by a 600
animal Dairy(Milk Cow)Liquid Manure Slurry operation. This production facility has
waste storage capacities of approximately 150 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 46025
Incorporated 62762
Injected 71130
Irrigated 41841
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied(lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 46,025 84376 -38,351 8,523,556 -3,874,156
Year 2 71,130 0 71,130 0 4,649,400
S39 Dairy(Heifer)Liquid Manure Slurry waste generated 1,107,000 gals/year by a 200
animal Dairy(Heifer)Liquid Manure Slurry operation. This production facility has
waste storage capacities of approximately 150 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 10958
Incorporated 14943
Injected 16936
Irrigated 9962
Max.Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied Obs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 10,958 71089 -60,131 7,181,312 -6,074,312
Year 16,936 0 16,936 0 1,107,000
--------InsourceID, S m eans stand ard-so u-rce,-------ea----s--user--- --d------ne---d---s-o--urce--- -------------------------------------------------------
Note: U mnefi
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
493705 Database Version 3.1 Date Printed: 06-21-2013 Source Page 1 of 2

S44 Dairy(Calf) Solid waste generated 205.00 tons/year by a 50 animal Dairy(Calf) Solid
operation.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 8S2
Incorporated 1169
Injected N/A
Irrigated N/A
Max.Avail. Actual PAN PAN Surplus/ Actual Quantity Surplus/Deficit
PAN Obs) * Applied Obs) Deficit(lbs) Applied(Tons) (Tons)
Year 1 882 22691 -21,809 5,276.85 -5,071.85
Year 2 1,169 0 1,169 0.00 205.00
-------------In-----so--urc----e---I---,--S- m e- -an-s--s--ta---nd-ard- -so- -u-rce-,----------eans----user--------de----ne---d---s-ourc ur-c---.-----------------------------------------------------
Note: D U mfie
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
493705 Database Version 3.1 Date Printed: 06-21-2013 Source Page 2 of 2

Waste Utilization Table Year 1
Nitrogen Comm Rea Manure Liquid Solid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Reqd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000 Tract Field 1D Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
2520 7 S2 Davidson 28.60 28.60 Small Grain,Silage 11.4 9/1-3/31 127 0 0 Broad. 127 12.83 0.00 366.92 0.00
2521 3 S2 Davidson 39.50 39.50 Corn,Silage 24.7 2/15-6/30 269 0 0 Broad. 269 27.17 0.00 1,073.37 0.00
2521 3 S2 Davidson 39.50 39.50 Small Grain,Silage 11.4 9/1-3/31 127 0 0 Broad. 127 12.83 0.00 506.76 0.00
3375 1 S2 Mecklenburg 5.40 5.40 Com,Silage 18.0 2/15-6/30 196 0 0 Broad. 196 19.80 0.00 106.92 0.00
3375 1 S2 Mecklenburg 5.40 5.40 Small Grain,Silage 8.6 Tons 9/1-3/31 95 0 0 Broad. 95 9.60 0.00 51.82 0.00
3375 2 S2 Mecklenburg 2.00 2.00 Corn,Silage 18.0 2/15-6/30 196 0 0 Broad. 196 19.80 0.00 39.60 0.00
3375 2 S2 Mecklenburg 2.00 2.00 Small Grain,Silage 8.6 Tons 9/1-3/31 95 0 0 Broad. 95 9.60 0.00 19.19 0.00
3375 3 S2 Davidson 2.30 2.30 Corn,Silage 24.7 2/15-6130 269 0 0 Broad. 269 27.17 0.00 62.50 0.00
3375 3 S2 Davidson 2.30 2.30 Small Grain,Silage 11.4 9/1-3/31 127 0 0 Broad. 127 12.83 0.00 29.51 0.00
Total Applied,1000 gallons 15,704.87
Total Produced, 1000 gallons 5,756.40
Balance,1000 gallons -9,948.47
Total Applied,tons 5,276.85
Total Produced,tons 205.00
Balance,tons -5,071.85
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
493705 Database Version 3.1 Date Printed:6/21/2013
WUT Page 3 of 5

The W Utilization table shown below summarizes the waste utilization plan f operation. This plan provides an estimate of the number of acres of md.needed
to use th ants being produced. The plan requires consideration of the realistic of the crops to be grown,their nutrient requirements,and proper tim:. .applications
to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other
by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the
indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the
plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm Res Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManurcA Manure Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Req'd Applied Plied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (]bs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
11248 4 S2 Davidson 25.00 25.00 Com,Silage 24.7 2/15-6/30 269 0 0 Broad. 269 27.17 0.00 679.35 0.00
11248 4 S2 Davidson 25.00 25.00 Small Grain,Silage 11.4 9/1-3/31 127 0 0 Broad. 127 12.83 0.00 320.73 0.00
11248 7 S2 avidson 19.00 19.00 Corn,Silage 24.7 2/15-6/30 269 0 0 Broad. 269 27.17 0.00 516.31 0.00
11248 7 S2 Davidson 19.00 19.00 Small Grain,Silage 11.4 9/1-3/31 127 0 0 Broad. 127 12.83 0.00 243.76 0.00
11248 8 S2 Davidson 12.10 12.10 Com,Silage 24.7 2/15-6/30 269 0 0 Broad. 269 27.17 0.00 328.81 0.00
11248 8 S2 Pavidson 12.10 12.10 Small Grain,Silage 11.4 9/1-3/31 127 0 0 Broad, 127 12.83 0.00 155.24 0.00
11508 1 S2 Davidson 16.60 16.60 Corn,Silage 24.7 2/15-6/30 269 0 0 Broad. 269 27.17 0.00 451.09 0.00
11508 1 N/A Davidson 16.60 16.60 Small Grain,Silage 11.4 9/1-3/31 127 0 0 N/A 0 0.00 0.00 0.00 0.00
L2504
1 S2Davidson 4.90 4.90 Corn,Silage 24.7 2/15-6/30 269 0 0 Broad. 269 27.17 0.00 133.15 0.00
1 S2 Davidson 4.90 4.90 Small Grain,Silage 11.4 9/1-3/31 127 0 0 Broad. 127 12.83 0.00 62.86 0.00
1 S2 Davidson 13.60 13.60 Com,Silage 24.7 2/15-6/30 269 0 0 Broad. 269 27.17 0.00 369.57 0.00
1 S2 Davidson 13.60 13.60 Small Grain,Silage 11.4 9/1-3/31 127 0 0 Broad. 127 12.83 0.00 174.48 0.00
2 S2 Davidson 10.40 10.40 Corn,Silage 24.7 2/15-6/30 269 0
0 Broad. 269 27.17 0.00 282.61 0.00
2 S2 Davidson 10.40 10.40 Small Grain,Silage 11.4 9/1-3/31 127 0 0 Broad. 127 12.83 0.00 133.43 0.00
2512 1 S2 Mecklenburg 15.30 15.30 Com,Silage 18.0 2/15-6/30 196 0 0 Broad. 196 19.80 0.00 302.941 0.00
2512 I S2 ecklenburg 15.30 15.30 Small Grain,Silage 8.6 Tons 9/1-3/31 95 0 0 Broad. 95 9.60 0.00 146.83 0.00
493705 Database Version 3.1 Date Printed: 6/21/2013 WUT Page 1 of 5

Waste Utilization Table Year 1
Nitrogen Comm Res, Manure Liquid Solid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure
Nutrient Nutrient NutrientA pplied Applied Applied Applied
Rcq'd Applied pplied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID I Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
2512 2 S2 Mecklenburg 22.20 22.20 Corn,Silage 18.0 2/15-6/30 196 0 0 Broad. 196 19.80 0.00 439.55 0.00
2512 2 S2 Mecklenburg 22.20 22.20 Small Grain,Silage 8.6 Tons 9/1-3/31 95 0
0 Broad. 95 9.60 0.00 213.05 0.00
2512 4 S39Davidson 13.20 13.20 Com,Silage 24.7 2/15-6/30 269 0 0 Broad. 269 27.17 0.00 358.70
0.00
2512 4 S39 Davidson 13.20 13.20 Small Grain,Silage 11.4 9/1-3/31 127 0 0 Broad. 127 12.83 0.00 169.35 0.00
2512 5 S39 Davidson 15.10 15.10 Corn,Silage 24.7 2/15-6/30 269 0 0 Broad. 269 27.17 0.00 410.33 0.00
2512 5 S39 Davidson 15.10 15.10 Small Grain,Silage 11.4 9/1-3/31 127 0 0 Broad. 127 12.83 0.00 193.72 0.00
2512 7 S39 Davidson 10.00 10.00 Com,Silage 24.7 2/15-6/30 269 0 0 Broad. 269 27.17 0.00 271.74 0.00
2512 7 S39 Davidson 10.00 10.00 Small Grain,Silage 11.4 9/1-3/31 127 0 0 Broad. 127 12.83 0.00 128.29 0.00
2518 1 S39 Davidson 89.90 89.90 Corn,Silage 24.7 2/15-6/30 269 0 0 Broad. 269 27.17 0.00 2,442.94 0.00
2518 1 S39 I Davidson 89.90 89.90 Small Grain,Silage 11.4 9/1-3/31 127 0 0 Broad. 127 12.83 0.00 1,153.36 0.00
2518 5 S44 Davidson 34.10 34.10 Com,Silage 24.7 2/15-6/30 269 0 0 Broad. 269 0.00 62.56 0.00 2,133.20
2518 5 S44 Davidson 34.10 34.10 Small Grain,Silage 11.4 9/1-3/31 127 0 0 Broad. 127 0.00 29.53 0.00 1,007.12
2518 6 S44 avidson 23.20 23.20 Corn,Silage 24.7 2/15-6/30 269 0 0 Broad. 269 0.00 62.56 0.00 1,451.33
2518 6 S44 Davidson 23.20 23.20 Small Grain,Silage 11.4 9/1-3/31 127 0
0 Broad. 127 0.00 29.53 0.00 685.2
2518 8 S39 Davidson 14.60 14.60 Corn,Silage 24.7 2/15-6/30 269 0 0 Broad. 269 27.17 0.00 396.74 0.00
2518 9 S39 Davidson 23.90 23.90 Corn,Silage 24.7 2/15-6/30 269 0
0 Broad. 269 27.17 0.00 649.46 0.00
2518 9 S39 Davidson 23.90 23.90 Small Grain,Silage 11.4 9/1-3/31 127 0
0 Broad. 127 12.83 0.00 306.62 0.00
2520 10 S39 Davidson 17.50 17.50 Corn,Silage 24.7 2/15-6/30 269 0 0 Broad. 269 27.17 0.00 475.55 0.00
2520 10 S39Davidson 17.50 17.50 Small Grain,Silage 11.4 9/1-3/31 127 0 0 Broad. 127 12.83 0.00 224.51 0.00
2520 3 S2 Davidson 13.40 13.40 Corn,Silage 24.7 2/15-6/30 269 0 0 Broad. 269 27.17 0.00 364.13 0.00
E2520
3 S2 Davidson 13.40 13.40 Small Grain,Silage 11.4 9/1-3/31 127 0 0 Broad. 127 12.83 0.00 171.91 0.00
7 S2Davidson 28.60 28.60 Com,Silage 24.7 2/15-6/30 269 0 0 Broad. 269 27.17 0.00 777.18 0.00
493705 Database Version 3.1 Date Printed:6/21/2013
WUT Page 2 of 5

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer either
owns or has an agreement for use of adequate land on which to properly
apply the waste. If the producer does not own adequate land to properly
dispose of the waste, he/she shall provide evidence of an agreement with a
landowner, who is within a reasonable proximity, allowing him/her the use of
the land for waste application. It is the responsibility of the owner of the
waste production facility to secure an update of the Nutrient Management
Plan when there is a change in the operation, increase in the number of
animals, method of application, receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, 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).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift from
the land application field.

6. When animal waste is to be applied on acres subject to flooding, waste will
be soil incorporated on conventionally tilled cropland. When waste is applied
to conservation tilled crops or grassland, the waste may be broadcast
provided the application does not occur during a season prone to flooding
(see "Weather and Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate
such that runoff does not occur offsite or to surface waters and in a method
which does not cause drift from the site during application. No ponding
should occur in order to control odor and flies.
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.
io. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading rates
on these soils should be held to a minimum and a suitable winter cover crop
planted to take up released nutrients. Waste shall not be applied more than
30 days prior to planting of the crop or forages breaking dormancy.
ii. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied
from a lagoon that is a component of a swine farm shall be at least 50 feet
from any residential property boundary and canal. Animal waste, other than
swine waste from facilities sited on or after October 1, 1995, shall not be
applied closer than 25 feet to perennial waters.
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.

---.-__._......_....,a�.,.,_,.-,:._-a • ;-,.°s.°s::'^.:;ssr.._Et.-.x.-i 1w ,.� - -4.4
qf
I`
CALIBRATION OF MANURE SPREADERS ` ' ;:
Effective utilization of manure is not possible if you do not know �w' g
ho, much is beta 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 throug_n
the over application of animal manure. `
Applicators can apply manure, at varying rates and patterns, depending on forward travel and/or
PTO speed, gear boy sertings, gate openings, operating pressures, spread Widths and overlaps.
Calibration defines the combination of sertings and travel speed needed to apply mane:e, bedding
or wastewater at a desired rate and to ensure uniform application.
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). Most 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 density of solid and semi-solid manures
are quite variable. Density is the weight of the manure per volume of manure (pounds per cubic
foot). Manure 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 thz 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 Mnrrh i- ton,

C
W
Mr,Q1 "Ug
A
7..
Multiply the manure density-by the cubic,feet capacity of the spreader and divide by 2000
to gont the tons of material in a gp' readij,load. 7 -
Spreader load(tons) = weighE Of 5!_U1 manure X 1.5 x spreader capacity(ft 3)
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 heeded.,
1. Bucket
2. Plastic sheet,tarp or old bedsheet. An even size, 8 feet by 3 feet. 10 feet by 10 feet or 12 feet
by 12 feet, will make calculations easier.
3. Scales
Calibration method.-
.1. Locate a large and reasonably smooth. flat area where manure can be applied.
2. Spread the plastic sheet, tarp or bed she--t 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 speed and 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.
,7
5. 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
This will a' ght of the emT)ry bucket and ground sheet.
give you the pounds of p
manure applied to the sheet'.
I
3. Repeat the procedure three times to get a reliable average.
Determine the average weight of the three manure applications.

P
"ii.,+ :`4__y� fi's
£ A
V,
-
T.
10. Calculate the app-licatzon rate iisin tfie fo.owing form a;4I able5�.
lb manure collected x 21.78
Application rate(tons/acre) = sheet length(ft) x sheet width(8)
11. Repeat the procedure at different speeds and/or spreader settings until the desired
application rate is achieved. -
Example:
if you collect 8.5 pounds of manure on a 10-foot by
What is the application rate (tons per acre)
10-foot tarp during a calibration run?
8.5 lb manure x 21.78 = 1.85 tons/acre
Application rate(tons/acre) = 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
8x8, 10' x10' 12' x12'
1 0.34 022 0.15
2 0.68 0.44 0.30
3 1.02 0.65 0.45
4 1.36 0.87 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 2.18 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:
spreader load(tons) x 495
Application rate(tonslacre) _
time(min) x width(ft) x travel speed(mph)
soreader load(tons) x 495
Travel speed(mph) = time(min) x width(ft) x application rate(tons(acre)

J i
y
4
i
10.- Calculate the application rate usin, ie l fo lo�vui�fot r�ab'lee�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 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?
8.5 lb manure x 21.73 = 1.35 tons/acreApplication rate(tons/acre) _ [0 ft x 10 ft
Table 5-3. Calibration of Solid Manure Spreaders
Pounds of Manure Tons at Manure Applied/Acre
Applied to Sheet -
Size of Ground Sheet
8' x S. 10' x 10' 12'x 12'
1 0.34 0.22 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 5.10 327 227
20 6.81 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(toes) x 495
Application rate(tons/acre) = time(min) x width(ft) x travel speed(mph)
spreader load(tons) x 495
Travel speed(mph) = time(min) x width(ft) x application race(torwacre)

sa _
. .6xample:. - -
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 speed(mph) _ 3 tons x 495 —= 3.1 mop
6 min x 20 ft x 4 tonssacre
Spreader Pattern Uniformity
To determine the uniformity of spread and the amount of overlap needed, place a line of small
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_
Weiah 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
tire field. "Flat-top," "pyramid," or"oval' patterns are most desirable and give the most
-iiform application. "Il," "W," "steeple," or"lopside"patterns are not satisfactory and one or
more of the spreader adjustments should be made.

y
1 {
1 y
1• {
Waste Utilization Agreement
(Needed only if additional land has to be leased, etc.)
I hereby give �.;� _ :51�
permission to apply waste from his Waste Utilization System one 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: 40Date: 7—
Term of Agreement: "-7 — 1 ?'-c 0 to
(Minimum Ten Years on Cost-Shared Items)

i 1
1
f
1 1
1 i
f
Waste Utilization Agreement
(Needed only if additional land has to be leased, etc.)
9
I, L e C- e ► hereby give
permission to apply waste from his Waste Utilization System on�=` 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: C. ��' _ Date:
_. - j
Term of Agreement: 7— — t.:? to
(Minimum Ten Years on Cost-Shared Items)

,
Waste Utilization Agreement
(Needed only if additional land has to be Ieased, etc.)
I, `" 1 hereby give
permission to apply waste from his Waste Utilization System on 2-37" 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.
ndowner:
�J Date: `7P o t-- 'z-a7 C3
Term of Agreement: < — � 2-6 t
to
(Minimum Ten Years on Cost-Shared Items)

+
Waste Utilization Agreement
(Needed only if additional land has to be leased, etc.)
hereby give
Permission to apply waste from his Waste Utilization System on 116 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— to -7— 1 2,3
(Minimum Ten Years on Cost-Shared Items)

Waste Utilization Agreement
(Needed only if additional land has to be leased, etc.)
I, -C hereby give
permission to apply waste from his Waste Utilization System on nacres 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: ' (� l
Term of Agreement: — 2- a ( 3 to /d'-
(Minimum Ten Years on Cost-Shared Items)

i
9 •
� � 1
I
i e
Waste Utilization Agreement
(Needed only if additional land has to be leased, etc.)
_hereby give , � � P 4T
permission to apply waste from his Waste Utilization System on d
cres
land for the duration of the time shown below. The field(s) on whichawaste c
My
applied are shown on the attached map. an be
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�
Term of Agreement: r` to
(Minimum Ten Years on Cost-Shared Items)

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ensboro
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Pinecrest Lexington
tlanta SOUTH rL
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WASTE STORAGE POND AND
SILAGE LEACHATE COLLECTION . 0
For _j
George Smith (Lovelea Farm),
Davidson Co., NC nLin ood
FARM LOCATION 2750 Jersey Church Rd Cotton Grove
Lexington, NC 27292
Lat-Lon 35.733474,-80.317601 108
0.7.
6
USDA NRCS Silver Hill

JD
FaM 11 �rac# 2521 Restdefed Use TIE 19 Dlsclalms,Wetland Identifiers don Limited RestrlNlons or spaCilc detennlnatlon 011he area. Rate,to yosent ur urlginahape,
daterminaflon iCPA-026 and attached maps)for exact wetland %";_ns.
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rceProvislons . Acre
. _ - ? fEI, RP
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Restricted Use or specific determination of the area. Refer to your original
arm 'S Tract 1816 Limited Resiridtons determination(CPA.026 and attached maps)for exact wetland Acre
Exempt from Conservatloi boundaries and determinaiions,or contact NRCS. EL RP
f y - _ ice Provisions
1 5.43 y
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s I 3 2.37
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9.8

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dUse or specific determination o►the area.Refer to your original
rm �S Tract 2234� Q Limited Restrictions determination(CPA-026 and attached maps)for exact wetland - Acre
EL RP
boundaries and determinations,or contact NRCS.Ekempt from Conaervatlor CO Provlslon5
s�* +'' 1 4.98 y
2 9.94 y
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_- 58.4

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iers Disclaimer:Wetland Idergiflers do not repr�NR
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act 25'f 8 Restricted Use
farm 5' or specific determination ofthe area. Refeginal
— llmMetl Restrictions determination(CPA-026 and attached map wetland �Ac
--- Exam IA from Conservattor, boundaries and determinations,of cont
EL RP
we Previsions
;kri;G*Ir�
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`itr: _ A rac n

I �.��•••��"-- viV'�l1Ly f'ar1'J4 wdtland determination Id- 4 Restricted Use s rS disclaimer:Welland IdardRiers do not represent the size,shape,
Farm ' bract 11508 or specilic determination of the area.Refer to your original
Limited Restrictions determination(CPA-026 and attached maps)for exact wetland Acre
Exempt from Conservation boundaries and determinatlons.or contact NRCS. EL RP
.ce Provislons
16.6
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Total Cropland Acres
.ilc -7

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IBfS Dlsclalmer:
0 Restricted Use Wetland Identifiers do not represent the size Of specMc determination oflhe area. Refer to your original
farm Tract 10.542 Limited Restrictions determination(CPA-026 and alto hod maps)for exact Welland Acre
- -— Exam from conservatlpr boundaries and delerminatlons,or contact NRCS. EL RP� _ Ica p� rovlslen; —`
14.1
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_.... _ PurpC��es only
2n-n

I "' - "• IV 1�1_ll� �' a7Elr •raaan:l i�eterminatlonId,
Restricted Use ClsNalmer:Wetland Identiiters do not represem the ske,shape,
Farm j0 or specific determination Moores.
-;tip 10825 LlmlledResarlNlons determination{CPA.026andahaehadmeaps)roroexaN9wetland Acre
Exempt hom Conseryatlon boundaries and dete►minatlono.or contact CS. J EL RP
— ice Provisions
10.7- Y
1.67 Y
' ` •'•it �L � .i
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a 200 400 6
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- M IP for FSA purposes only Total Cropland Acres
■-f

a�q w a�i�r.�ei� Viilil[�y r�/y •+..^w W."Jrrnr:katlon Jae".fliers Restricted Use Disclaimer.Welland IdentNlers do not represent the size.shape,
•� or specific determination of the area.Refer to your original
Farm_ ,Q Tract 2J''07 Lim had Restrictions determination(CPA-026 and attached maps)for exact Wetland Acre
baundartes and determinations,or oontac1 NRC$.
4 _ btam from Consery atlon a Provisions_
r a;r• j�.• �� -� _ 1 .i����C' S���+ 'f'-+ � � i• 51:. .:r � 8. 4
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0 200 400 600 800 Feet ; • ,
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29.9

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} Restricted Use or specific determination of the area. Refer to your original
Farm 'S_�raCt 11248 0 Llmiled Restrictions determination(CPA-026 and attached maps)for exact wetland ?.. Acre
'~ Exam horn Qonaervatlon boundaries and determinations.or carried NRCS. r Z RP
:e Provisions
zd.v w.
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200�'400 660 $aQ Feet ti. ..,
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44.1

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J orspeCMc determination orthe area. Refer to your original
L�a
rm )9 Tract_2504 V Limited Restrictions determination(CPA-026 and attached maps)for exact wetland AC r@
— z _- _f Exempt Ram Conservallor, boundaries and determinations,or contact NRCS. _ J `EL Rp l - ICe Provision --
13.6
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Restricted Use or specific delermlnatlon ofthe area. Refer to your original
Farm �9 Tract 2513 Limited Restrictions determination 4CPq_026 antl attached maps)for axed wetland Acre
EttemPI Rom Conservatlor, boundaries and determinations,or contact NRCS. l EL RP Ace Provisions
y 14,5 Y
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200 400 600' 9C0 Feet
- v -0; Map for F3A purposes only Total Cropland Acres
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"w"Olna ueterm ination Ida- zers Disclaimer:Well—
Restricted and lderA6lers do not represent the size,shape,
,y Q Use or specie determinellon of the area. Refer to your original
°ate 9 "Tact 25 EY p Limited Restrictions determination(CPq_026 and attached maps)for exad weilend Acre-_ Exempt 6om Conservation boundaries and determinations,or contact MRCS. EL RP
.e Provisions
1 8.6 Y
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- tr 4
-War
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0 200 400 60o 800
Total Cropland Acres
s_T

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Q Restricted Use or specific determination of the area.Refer to your original
farm ,g °bract 2527 Q Limited Restrictions determination(CPq-026 and attached maps)for exact wetland
boundaries and detarminatlons,or contact NRCS,
• r — �. :i _© Exempt fFom Canservallo Ace Provisions _ Acre EL RP
6.48 y
>« C �V.
4
�� l • „
i
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i
N 7700 400
600 e oQ
- Map for FSA purrpases only Total Cropland Acres
- S.5

"�"`" '' V trt►ai■Ly �� r �r+ar u uetarmjnetton Ido-�°•tars Disclaimer:Wetland jdenlmers do not represent the size,shape,
Restricted Use or specHic determination ofthe area. Rotor to your original
I ,arm /� ai�t 1 Limited Restrictions determination(CPA 026 and attached maps)for exact wetland Acre
boundaries and deerminations,or contact NRCS. r EL RP
_- Exempt from Cotaenratlon t -
•'.,� # it j ; �, ' .i^ 2 4.3 Y
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+
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{, 19-2

" �—q a' v+ 'ert►1 n 1 Cy tr JK s■a:rana.ralen-nination Idn�--`�rers Olsclalmer:Wetland Identifiers do not represent the ske.shape.
�a (� Restricted Use or specRe determination of the area. Refer to your original
_- _ 3'Tract 11696 Limited Restrictions determination(CPA-026 and attached maps)for exact wetland Acre
Exempt from Conservagon As Provisions boundaries and determinations.or contact NRCS. r EL RP
—
1 20.6
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+*; 7 4.4
- -- - 8 13. 9 N
z.
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(
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f� 1
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0 400',. .8Q4 1200 1600 Feet
for FSA purposes only Total Cropland Acres
46.a

•r'eea •uu 16e•1uounisy r *A ""t:andUeterrninationId, _ --
J Restricted Use Ora Disclaimer:Wetland Iderdlners do not represeMthe size.shape.
Farm )2 Tract 2517 or specific determination of the area. Refer to your original
_ Limited Restrictions determinatlon(CPA-026 and attached maps)
Exempt hom Conservation boundaries and determinations,or contat NRCS exact Wetland _ Acre EL RP
` i Jib - - .nce Provisions —
-
r 6.64 Y
4.29 Y
39.8 Y
-02
6 3.39
35.3 Y
24.7
7.
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i
0 400 ' _ ,
- 1200, 1600 Fee# Y
Map fOF FSA purposes only Total Cropland Acres
■nA

- �'- -'■■ "r{:-rwaul<y {';�N rrenana Ueterminatton10--cf
iers Disclaimer:Wetland Identlflers do not represent the size,shape,
arm a 2 Restricted Use or speelflc determination of the area. Refer to your oil In S
'f'act 252� D Limited Restrictions determination(CPA-026 and attached m aps)for exact Welland Exempt from Conservatio_ boundaries and determinations,or contact NRCS. = Acre p EL RP
an Provislona
1 30.3 y
3 13.4 y
4 0.54 N
M
5 3.42 N
28.8 y
I 17.5 y
a� —
. 7 11 4.34 y
12 5.77 y
E,. 13 1.36 y
14 1.7
�+ 15 4.02 y
17
} r! a p
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400 800 7�0�
Zfi00 Feel - ,
ft. Map for FSA purposes only Total Cropland Acres

Soil Map—Davis lunty,North Carolina
I' imith)
a
m F_
0
35°44'31"
- 35°44 31"
'TA
r fs
I NNW
_ - w
t
ti
`A'
35'43'19' - •' 4 —J 1C f''
35°43'18"
ao
Map SCWS,.1:16,100 U printed on A size(&5"x 11")sheet.
N tw
A 0 20D Opp BOD Meters
1,2D0 c
0 500 1,000 Feet m
2,OD0 3,000
USDA Natural Resouroes
Conservation Service Web Soil Survey National Cooperative Soil Survey 7/21/2009
Page 1 of 9

Soil Map—Davidson County,North Carolina
N �
m
m
44'36"
35°44'35"
L•
�r
Y�
35°42'51"
35°42'50"
Map Scale:1:15,500 if prbited at A size(a.5"x 11'I sheet.
0zo
N wc=======Meters
0 100 200 400 600 m
Feet
0 500 1,000 2,000 3,000
1J Natural Resources Web Soil Survey 7/21/2009
Conservation Servioe National Cooperative Soil Survey Page 1 of 3

Soil Map—Davidson County,North Carolina
m
m m
0 0
m
43'47' — �,_ - - —__ 35°43'41"
Ip
'yyyy � 1
f!a
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35'42'39' 35'42 30"
Ma Scats:1:10,500 if p printed on A size(B.S'x 11'I sheet. m
a io
Meters
m N 0 100 200 4o0 Goo $
Feet
0 40 Boo 0 1,600 Z400
USDA Natural Resouroes Web Soil Survey 7/21/2009
aM Conservation Service National Cooperative Soil Survey Page 1 of 3

Soil Map—Davidson County,North Carolina
m -
c v
a �
4641"
35'45 41"
� f
r ,yI
w,
r
� NY�
a _
N-
i6'i1ewJ
f
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35'44'35' —- ----- 35'44'35"
Map Scale:1:9,660 f printed on A size(8.5"x 11")sheet
a -
N Meters m
$ —50— 200 300-- = `— - m
—Feet
0 350 700 1,400 2,100
Natural Resources Web Soil Survey 7/21/2009
Conservation Service National Cooperative Soil Survey Page 1 of 3

Soil Map—Davidson County,North Carolina
N �
A W
m
m
41'52" r
f 35°41'S2"
JV
Ik
' I
r
1,
x
�'�itifr� t �' 7 .1• , a
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35°41'0" - 35°41'd'
mMap Scale:1:7,620 if printed on A size(8.5"x 11')sheet
Meters
m A ®0 50 100 200 300 - — — m
N Feet
0 250 500 1,000 1,500
Natural Resources Web Soil Survey V21/2009
Conservation Service National Cooperative Soil Survey Page 1 of 3

Soil Map—Dav6 ,mty,North Carolina
MAP LEGEND MAP INFORMATION
Area of Interest(A01) Very Stony Spot Map Scale:1:7,620 if printed on A size(8.5"x 11")sheet.
Soils Area of Interest(AOI)
Y Wet Spot The soil surveys that comprise your AOI were mapped at 1:24,000.
Soil Map Units A6 Other Please rely on the bar scale on each map sheet for accurate map
Special Point Features Special Line Features measurements.
Source of Ma
6.� Blowout Gully p: Natural Resources Conservation Service
Short Steep Slope Web Soil Survey URL: http:ltwebsoilsurvey.nres.usda.gov
® Borrow Pit Coordinate System: UTM Zone 17N NAD83
+ . 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
O Cities Gravel Pit 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: 6/18/2006;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 p-obably differs from the background
k Marsh or swamp +++ Rails imagery displayed on these maps.As a result,some minor shifting
3t Mine or Quarry Interstate Highways of map unit boundaries may be evident.
O Miscellaneous Water US Routes
O Perennial Water Major Roads
V Rock Outcrop iv Local Roads
t Saline Spot
Sandy Spot
Severely Eroded Spot
p Sinkhole
y,w Slide or Slip
Jar Sodic Spot
6 Spoil Area
Q• Stony Spot
Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey Page
2 of 2009
of
Paage 3
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, 8.0 0.7%
frequently flooded
CeB2 Cecil clay loam,2 to 8 percent slopes, 42.6 3.8%
moderately eroded
Chi Chewada loam,0 to 2 percent slopes, 109.8 9.7%
frequently flooded
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 clay loam,8 to 15 percent 48.1 4.2%
slopes,moderately eroded
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%
Natural Resources Web Soil Survey 7/21/2009
Conservation Service National Cooperative Soil Survey Page 3 of 3

,r
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 SW ITH AIASTE 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 1Ibs/ac
Alfalfa 90
Hairy Vetch 90
Crimson Clover 70
Austrian Winter Pea 55
Soybeans 20

APPLICATION RATES FOR VARIOUS CROPS
DaB Davidson loam 2-8 % slopes
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 815 % slope
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 ill
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 clay loam 2 -8 % slopes
CROP YIELD NITROGEN *MAX. PAN
FACTOR APPLICATION LBS.
Barley 65 bu 1.49 96
Corn grain 100 bu 1.11 111
Com 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 49.4 202
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 Mecklenbure clay loam 8 - 15 % sloties
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 44A 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
NITROGEN *MAX. PAN
CROP YIELD FACTOR 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
Vheat(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 Bermu.dagrass (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) 14.3 Tons 35 151
I
`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 121bs. 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 Ibs 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.
----------------------------------------------------------------------------------------------------------------------- ------------g-------------------------
493705 Database Version 3.1 Date Printed: 06-21-2013 CropNote Page 1 of 2

Lovelea Farm
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EMERGENCY ACTION PLAN
N
PTinNF.NT TMBFR S
D WQ S,?6
EMERGENCY MANAGEMENT SYSTEM
SWCD 33C .2-4�7_1�
NRCS
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.
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
\^ 1 December 18, 1996

a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as
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 MRCS office for advice/technical assistance phone number - -
2 December 18, 1996

4. If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize
off-site damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon(MRCS, Consulting
Engineer, etc.
a. Name: /
b. Phone:
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

Dairy I National Air Quality Site Assessment Tool
Page 1 of 8
®airy National Air Quality Site Assessment Tool
Lovlea Farms LLC
This report was compiled at 2/9/2016 10:47:56 AM and will be available for one month at this location:http://nagsat.tamu.edu/dairy/?key=ac479fOa.
Effectiveness Results:
Odor Particulate Hydrogen
Matter Ammonia Methane Volatile organic Nitrous Oxide
Animals and
sulfide compounds(VOCs) (N2O)
; 1 E---•---� ��
Housing �11 4L ', � N/q
Feed and Water -
-� N/A
Collection and
Transfer
N/A
Manure Storage I NIA
Land —J i— _
Application �j w1+r.+E ii�� �
N/A
Mortalities N/A r "- �-
�� N/A
On-farm Roads N/A N/A �--^-�—
NIA
i
Perception N/A N/A N/A N/A
N/A
Animals and Housing
Note to User: Many farms may use more than one of the listed choices below. In order to allow the use of NAQSAT as a"What If'tool
only one of the choices can be selected at a time.The user can click on"Get Results"for that selection and see how changing the
answer will affect their results.See user's manual for more information. If only a general overview is desired,identifying the
predominant practice will accomplish that result.
Housing type:Select the photo that best represents your facility for each set of photos revealed below.
U Pasture
C+? FreestalirFiestall/Stanchion/Confinement
Bedding conditions: (Click on an image below;your selection will highlight in green.)
frrr
Uneven wet bedding,manure Some wet stalls with manure
accumulation
0 0
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Dairy National Air Quality Site Assessment Tool Page 2 of 8
Dry,groomed regularly Dry,full,clean,well groomed
Percentage of floor manure covered:
0 Up to 25%
*26 to 50%
0.50%
O Freestall Tiestall/Stanchion with lot
O Bedded pack/compost barn
0 Dry lot
Feed and Wafer
Number of rations formulated for your lactating herd:
01
U 2-3
0 4 or more
How often are feed ingredients analyzed?
0 Weekly
O Twice monthly
O Monthly or less frequently
0 Never
CO) I don't know
What is your roughage source?(Check all that apply)
C Fermented forages
Unfermented forages
2 Coproduct feeds(cottonseed hulls,pulps)
Using ionophores(i.e.Rumensin)?
O Yes
No
Formulating for crude protein or metabolizable protein?
O Metabolizable protein
0 Crude protein
O I don't know
What percent of distillers grains are fed(including dry and wet sources as a%of diet on dry basis)?
00
OO 1-10%
0 10-20%
O 20-40%
0 >40%
Do you notice a sulfur odor(rotten eggs)in your water?
0 Yes
O No
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Dairy I National Air Quality Site Assessment Tool Page 3 of 8
What is your diet fat content on a dry matter basis?
O <5%
O 5-8%
O>8%
0 1 don't know
What ration inputs are processed onsite,not including crop harvest?(Check all that apply)
Cl Roughage
❑ Grain grinding/processing
®Other products(i.e.Total Mixed Ration)
Are you doing anything to try to control dust when processing?
Yes
O No
How are fermented and wet feeds(hays,grains,co-products)stored onsite?(Check all that apply)
❑ Upright silo
❑ Uncovered bunker/piles
CJ Covered bunker/piles
Qi Commodity barn
❑ Bags/wraps
No fermented feeds onsite
How is water supplied to your animals in the freestall/tiestall/stanchion/confinement facility?
O Cups,bowls,or bells
O Stock tank or circulating tank
O Overflow waterers(seasonal and run continuously)
How often are all waterers checked then repaired for leaks?
0 Daily
O At least weekly
O Weekly or less frequently
Collection and Transfer
Note to User:Many farms may use more than one of the listed choices below. In order to allow the use of NAQSAT as a"What If'tool
only one of the choices can be selected at a time.The user can click on"Get Results"for that selection and see how changing the
answer will affect their results.See user's manual for more information. If only a general overview is desired,identifying the
predominant practice will accomplish that result.
Which best describes your manure handling system?(Check all that apply)
W Flush
Do you notice an odor burst when you flush?
O No
How often do you flush?Assumes no drying between flushes.
O Weekly
G 2-3 times per week
O Once daily
CO 2-3 times per day
O More than 3 times per day
O Yes
Which photo best represents the typical floor conditions halfway between cleanings? (Click on an image below;your selection will
highlight in green.)
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Dairy National Air Quality Site Assessment Tool Page 4 of S
complete manure coverage,deep majority manure coverage,minimal
manure,cows splash when walking splashing
some manure accumulation minimal manure coverage
CJ Scrape/vacuum
❑ Gutter
n Deep pit
0 Solid Removal
Do you transfer the majority of manure from housing to storage using an open or closed channel?
O Open conduit or channel
U Closed conduit or pipe or channel
O Does not apply
Is the majority of liquid manure typically loaded into the storage above or below the surface?
U Above
O Below
What method is used to transfer the majority of manure from storage to the field?
O Pipe, closed channel,hose or drag hose
O Open channel
O7 Tank-type spreader or tanker
If a truck or spreader is used to transport manure to fields,is the manure transferred to the land application equiment in a closed
transfer system?
(�)Yes
O No
0 Not applicable
O Open spreader or truck
O Does not apply
Is the manure spilled at the loading station/area?
O Yes
O No
Manure Storage
Note to User: Many farms may use more than one of the listed choices below. In order to allow the use of NAQSAT as a"What If'tool
only one of the choices can be selected at a time.The user can click on"Get Results"for that selection and see how changing the
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Dairy I National Air Quality Site Assessment Tool Page 5 of 8
answer will affect their results.See user's manual for more information. If only a general overview is desired, identifying the
predominant practice will accomplish that result.
Do you haul manure daily?
O Yes
OO No
Is milkhouse washwater stored separate from manure?
O Yes
O' No
What percent of your farm's manure is stored as a liquid or slurry(does not stack)in your predominant housing type?
Please slide to change value:
95%
Do any of these processes occur onsite?(Check all that apply)
❑Storage/stockpile
❑Composting
❑Pelletizing
Gasification
❑ Incineration/burn
For each stage of manure storage you have,click the"Add Stage"button below and complete the questions for each stage.For
example,if you have a 3-stage manure storage system,you will need to complete the first stage below,and then add 2 stages
(click the"Add stage"button twice).
Stage 1
Does your manure contain greater or less than 5 lb of nitrogen per 1000 gallons(600 mg/kg)or less than 4%solids?
O Less than 5 Ibs/1000 gallons or 600 mg/kg and be less than 4%total solids
G Greater than 5 lb N/1000 gal and greater than 4%total solids
Regarding your manure storage structure,describe the material for any cover that you may have on it.
C7 Natural crust
O Permeable cover(such as straw,stalks,geotextile material)
Q Impermeable cover(such as plastic)
O Building(for slatted or deep pit buildings)
O No cover
What percent of the surface is exposed or uncovered?
O<25%
O 26-40%
O 41-60%
O 61-85%
00>86%
O 1 don't know
Stage 2
Does your manure contain greater or less than 5 lb of nitrogen per 1000 gallons(600 mg/kg)or less than 4%solids?
O Less than 5 Ibs/1000 gallons or 600 mg/kg and be less than 4%total solids
Is your solids content less than 1%?
*Yes
O No
Do you aerate?
*Yes
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Dairy National Air Quality Site Assessment Tool
Page 6 of 8
What is the DO or Redox analysis of the storage?
O� DO>0.1 mg/L
O DO<0,1 mg/L
O Redox>-50 mV
O Redox<-5o mV
O No
Do you use an anaerobic digester?
O Yes
+o No
Pick the color that best describes your storage during late summer:
O Black or brown
Regarding your manure storage structure,describe the material for any cover that you may have on it.
O Natural crust
O Permeable cover(such as straw,stalks,geotextile material)
O Impermeable cover(such as plastic)
(�)No cover
What percent of the surface is exposed or uncovered?
O<25%
O 26-40%
O 41-60%
(J 61-85%
0>86%
0 Red/maroon to purple
O Greater than 5 lb N 11000 gal and greater than 4%total solids
n
Land Application
Where does manure go?
Moved offsite(sold or given away)directly from the housing
Do you want land application considered as part of the assessment for your operation?
U Yes
O No
❑Composted or stockpiled,then sold or given away
❑Year-round pasture-based
❑Land applied
What form of manure is land applied?(Check all that apply)
1Z Solid
How long are solids piled,or staged,on the field prior to application?
O<3 days
(D>=3 days
(�)Directly land applied;not piled or staged
Are the majority of your solids composted prior to land application?
O Yes
O No
When are solids incorporated?
O At time of application
O<24 hours after application
htti)://naosat.tamu.edil/Ciairv/nrint acnV9kPv=gP,17Qfnn
IIinr1)ni c

Dairy National Air Quality Site Assessment Tool
Page 7 of S
O 24 hours to 3 days following application
O More than 3 days after application or not incorporated
Liquid
Do you typically...(Select the predominant practice)
0 inject?
O incorporate within 24 hours?
Q incorporate 24 hours or greater following application?
O irrigate?
O Surface applied and not incorporated
Mortalities
Other than during freezing weather,how long before carcasses are picked up or put into the disposal system?
C70. Within 24 hours of death
O Within a week of death
O Less frequently
How is mortality handled?(Check all that apply)
EZ Managed offsite(such as rendered or landfilled,or offsite composting)
❑Buried onsite
❑Composted onsite
On-farm Roads
Are unpaved roads used for any of the following activities?(check all that apply)
R Routine service traffic(feed delivery,milk truck,renderer)
E-G Less frequent service traffic(manure handling)
C, General transportation(veterinarians,maintenance,nutritionists,managers,employees,farm tours)
Does not apply
Unpaved roads are surfaced with:(Check all that apply)
❑Caliche/limestone
E� Unimproved dirt road
Washed gravel
5a Gravel
Which is the predominant road-surface treatment used?
O Petroleum products,resins,emulsions as per manufacturer recommendations
O Salts or hygroscopic materials(e.g.,magnesium chloride)
O Fresh water
O Holding pond wastewater
J None
Are speed limits strictly enforced,or is speed controlled by passive means(e.g.,speed bumps)?
0 Speed limits are not present or are not enforced by management
©Speed limits are enforced by management
O Speed is controlled by speed bumps or other passive means
Do you restrict public access to private roads?
O Yes
O No
Are most roads lined with windbreaks or shelterbelts?
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Dairy I National Air Quality Site Assessment Tool Page 8 of 8
0 No
©Some or all roads are lined with vegetation
Perception
Do you employ the following to reduce nuisance issues?
®Property line vegetative buffers
❑Cleaning up spilled manure from roads
❑ None of the above
Do you practice"track-out control'(manure on tires)of manure or mud on vehicles leaving the property?(Do you have a means
of controlling how much manurelmud leaves your property on the tires of all vehicles leaving your property?)
©Yes
U No
Are most roads lined with windbreaks or shelterbelts?
O No
Q Some or all roads are lined with vegetation
Are you mindful of neighbors when timing manure removal from housing or storage?
J Yes
O No
Do you consider how the following impact nuisance conditions when planning manure applications?
Timing relative to neighbor activities
❑Time of day
❑Season
❑Weather forecasts(wind direction relative to neighbor location)
❑ None of the above
Are compost piles,mortalities,or manure storage visible from public roads?
O Yes
O No
Are efforts made to ensure a pleasing roadside appearance?
O Yes
0 No
Select a new species and start over
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Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects
Site Specific Practices
L S
Flush utters i uid stems
g Accumulation of solids O Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
0 Remove bridging of accumulated solids at
dischar e
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
Excessive 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.
Feeders D S stems
• Feed spillage 0 Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
0 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
Feed storage Accumulations of feed O Reduce moisture accumulation within and around Site S ecific Practices
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)
❑ Inspect for and remove or break up accumulated
solids in filter stri s around feed stora a as needed
Animal holding areas Accumulations of animal ❑ Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
❑ Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed
Dry manure handling Accumulations of animal O Remove spillage on a routine basis e.g
systems wastes 7- to 10-day interval during sumer;m 15-to 30-day
interval during winter)where manure is loaded for
land application or disposal
❑ Provide for adequate drainage around manure
stockpiles
❑ Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handlin 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

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

Source Cause Cattle Farm Waste Management Odor Control Checklist
BMPs to Minimize Odor
Uncovered manure, . Volatile gas emissions while ❑ Soil injection of slurry/sludges Site S ecific Practices
slurry, or sludge on drying O Soil incorporation within 48 hours
field surfaces ❑ Spread in thin uniform layers for rapid drying
_ _ O Proven biolo ical additives or oxidants
Flush tanks Agitation of recycled lagoon ❑ Flush tank covers
liquid while tanks are filling ❑ 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 ❑ 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 ❑ Proper lagoon liquid capacity
• Biological mixing ❑ Correct lagoon startup procedures
• Agitation ❑ Minimum surface area-to-volume ratio
O Minimum agitation when pumping
❑ Mechanical aeration
❑ Proven biological additives
Irrigation sprinkler . High pressure agitation O Irrigate on dry days with little or no wind
nozzles Wind drift
❑ Minimum recommended operating procedure
❑ Pump intake near lagoon liquid surface
❑ Pump from second-stage lagoon
D 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
Dead animals • Carcass decomposition O Proper disposition of carcasses Site S eciBc Practices
Standing water • Improper drainage O 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 Available From
Dairy Educational Unit Manure Management System—Lake Wheeler Road Field Laboratory;EBAE 209-95 NCSU CBAE ounty Extension Center
Lagoon Design and Management for Livestock Manure Treatment and Storage;EBAE 103-83
Management of Dairy Wastewater; EBAE 106-83 NCSU—BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU—BAE
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO 107, 1995 Conference Proceedings Florida Cooperative Extension
April 18, 2006, page 3

Worksheet 10A-2—Waste storage pond design
Decisionmaker: ��''' �cy�[�
A }r Date-
Site: - �ZI� ,CE
/Q V /I o.)
Animal units
1. Animal type_______ M)l1ac- /ls;40 3. Number of animals(N)____________
2. Animal weight,Ibs(W)� Q005 — 4. Animal units, AU=W x N =..... .6Z1b aZC1 b
1000
Manure volume -
5. Daily volume of manure production 7. Total volume of manure production for
per AU,ft3/AU/day(DVM)= /. 4 animal type for storage period,ft3 � 4 34 Levid
=
6. Storage period,days (D)_ ____ __________ 49 0 VIVID=AUxDVMxD ,
8.Total manure production for storage period,ft3 (TVM) ______y V � 6
Wastewater volume /8p[lS,��:�F�•a ! � ��rs
9.Daily wastewater volume per 11.Total wastewater volume for
AU,ft3/AU/day (DWW)= _ _ storage period,ft3(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) ________- 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)--------- "Q - runoff volume from the 25-year,24-hour storm.
Minimum waste storage volume requirement
5. Waste storage volume,ft3(WSV)= TVM+TWW+CW+ROV+VSA
Pond sizing
16.Sizing by trial and error
Side slope ratio,(Z) =R2,_ V must be equal to or greater than WSV-.`���1`t��" ft3
Rectangular pond, Circular pond,
V=(4xZ3xd3)+(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)
SAS-,r
'Depth must be adjusted in Step 17.
Depth adjustment
17. Depth adjustment
Depth,ft(d)- - - - - - - . r7
Add depth of precipitation less evaporation.__+ 4Q-S Add for freeboard(1.Ofootminimum)+ _______________________
Add depth of 25-year,24-hour storm / O
(For the storage period)
SFinal depth-----------------------------------------------l0'+ �•
10A-2 (210-vi-AWMFTi,rev.1,July 1996)

U- S. DEPARTMENT OF AGRICULTURE NC-ENG-40
Soil Conservation Service Rev. 7/91
As-3N; 1+
OF EXCAVATED WASTE STORAGE PIT 1 2
c C>r-J c. rVj t Date: 7- 2 8 - � 3
County:
Address:'"i! u,+e. 29 8 76 Lc- i N C Z 7 2 5 7-
LENGTH
SI DE S 7i LOPET0 1
A
�. 67. 0 iw�q--Moil► ELEV. /�
LY o /aQ
Wry/ 3� MID SECTION ---��Fl`�►k�0
--Z-------N / 2/
ti/ ; AVE. 777
BOTTOM ELEV. /
L LENGTM Z1��
(See back for voluno calculations)
Use of facility: 64o e
Capacity: a -,/ - Zaar+s u So Gallons �5 3 5 4� Ft3
Soil Type: 4vc,,,;�
Bench Mark Description
e ,-de
$DrIIMY
Bottom Elev. 7717
Normal Liguid Level Elev. P-7 - c
Storage for normal Precip. (+) o .5 Ft.
Maximum Liquid Level Elev. 7. 5
25 yr. Storm Storage (+) Ft.
Crest ESW Elev. a
Max.Flow Depth (+) o Ft.
Freeboard (+) z. o _ Ft.
Top of Dam Elev. o-o

Iq 5 —/ bc.L �- o Ex cc,\/ci4ed
.J
Le..:4L
I I .5 Dc3 lop
a2.2:f
ty
otac
g �
s,a�stops
L9 2
VoI'tm LC�2EA OF o� \
--
S�Lrlpn\ /
G (Z 9 g� + (z2ox 69) + 12�X 8 1,D4
L 1 z 078 -t 7086
V = 927-fz ck.Pf.

VOLUME OF A TRAPEZOIDAL PIT
One equation for calculating the volume of a trapezoidal pit is :
Volume - depth ( (area of top) + .(area of bottom) + .(4 * area
6
of midsection) ] = 2 GCS 8 3 2- Ft3
V= 9-3 E(z 54-
X 39) F- ( 202 X ?126 }-
S 5 L 3 55 8* + 21311' -f- 1113 85�
Y = 26b832-
Another equation for determining the volume of a trapezoidal
excavated pit with constant side slopes is:
V wdL + Zd2(4/3 Zd - w - L)
where:
V = total volume of the pit in ft3.
w = width of the pit at top in feet.
d = depth of the pit at top in feet.
L = length of the pit at top in feet.
Z = side slope
for 2 to 1 use Z 2
for 21/2 to 1 use Z = 21/2
NOTE:
Dimensions used must be constructable. Always check for narrow,
deep pits. For correct results the following must be true.
w must ,be greater than 2Zd .
L must be greater than 2ZO

Computation Sheet
NRCS-ENG-523A Rev. 6-2002 U.S.Department of Agriculture
State Natural Resources Conservation Service
Project
1�7
BY Date Checked by 'Date Job No.
Subject
Sheet Of
IL rd. X
4-
-F-T 7-
7

Rev 10-27-15 PJC
Dairy Waste Storage Pond Date 12/5117 S 41_16 ,
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 ex
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 (AWMFHB 1.3c
Heifer Waste Production Rate 0 cu.ft./animal/day (1.4 Defalt)
Wash Water Rate 3.4 gal/day/cow 5 Defait)
Sand Bedding 0.4 cu.ft./cow/day !from owner da
Silage Leachate diverted to WSP (in total vol for storage period) 26921 cu.ft. total
Si' '_eachate diverted to WSP (divided by storage days)- 112 cu.ft./day Based on overt
nme misters w
DRAINAGE AREAS-.-
Feed Lot Drainage Area (undiverted concrete) -Sand Lane 5100 sq. ft. Sand sep iane
Undiverted Unpaved Area 0 sq. ft.
Undiverted Roof Area 0 sq. ft.
Pond Top Surface Area (from prismoidal calculations below) 77,868 sq. ft.
RAINFALL WATER for STORAGE-PERIOD:
(see"Runoff and Evap Exam le.xis"and "Rainfall-Monthl_._Storms Eva p oration.doc") Worse case is)
Normal Runoff-Feed Lot Drainage Area for 8 months 16.5 in. only from sand
Normal Runoff from Undiverted Unpaved Area for 8 months 0 in.
Normal Runoff from Undiverted Roofs 0 in.
Excess Rainfall on Pond (Rainfall Less Evaporation) for 8 months 9.79 in.
STORM WATER 25-YEAR 24-HOUR:
(see '.Rai nfall-Month I Storms EvaQa ration.doc_"�
25-year 24-hour Storm Runoff from Feed Lot or Roof 5.8 in.
25-year 24-hour Storm Runoff from- Undiverted unpaved area 5.8 in. 2ssur7e silo stc
25-year 24-hour Storm on Pond 5.8 in.
SAND SEPARATOR EFFICIENCY- 75 % removed (80% typical for
t enter 0 if no sand separator used) (note, this was i

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.fbcow/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
0% Total storage safety factor 0 % As concurred b-
TOTAL 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.
Storage 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)

POND STORAGE VOLUME SIZING
F OIDAL POND SIZING (based on prismoidal formula from EFH 11-44)
Vo.. _=depth/6j(area of top)+(4 x area of midsection)+(area of bottom)]
DIMENSIONS
Top of Dam Elevation 654.00 ft
Inside to length: 309 ft. (des 300)
Inside top width: 252 ft. (des 240)
Inside Side Slope (avers e} 3,60 -to-one (des 3:1)
Pond De th to to of dam) 10.00 ft (also used in liner design:)
Pump depth to"start PUMP"elev) 8.10 ft
Required Freeboard above sta a in ESW) 1.00 ft
RESULTS:
Total Storage-to Crest ESW (Min re uired=479704 cu.ft.) 496,147 cu.ft. ok
Storm Sto
"131113e- ump to ESW(Min re uired =40309 cu.ft. 42,924 cu.ft. ok
Start Pum Stora a Min required =439395 cu.ft. 453,223 cu.ft, ok
Emer enc S illway Top Width calc. from desi n bottom width) 18 ft.
Flow depth stare) in --gency spilWay 0.30 cfs
Total Emergency Spillway Depth 1.30 ft.
Start Pum Elevation 652.1
Depth to Crest Emer enc Spillwa 8.70 ft
Depth of Storm Storage(stop pump to crest ESW} 0.60 ft.
CALCULATIONS
Bc" -n Len th 237.00 ft.
E Width 180.00 ft.
Bc,.__,n Area (C ) 42,660.00 s .ft.
Top of Dam Area 77,868.00 s .ft.
To of Dam Acres a 1.79 acres
Sotra a Elevation 652.70
Bottom Elevation 644.00
TOTAL STORAGE TO CREST OF ESW:
Storage Depth (D) 8.70
Mid Storage Len th 268.32 ft.
Mid Stora a Width 211.32 ft.
Mid Stora a Area (B) 56,701.38 s .ft.
Top Stora e Len th 299.64 ft.
Top Storage Width 242.64 ft.
To Storage Area A 72,704.65 sq.ft.
Total Storage Volume = (A+48+C)x /6 496,147 cu.ft.
PUMP-OUT STORAGE from start ump elev :
Stora a Depth (D) 8.10
Mid Stora a Len th 266.16 ft.
Mid Stora e Width 209.16 ft.
Mid Stora a Area (B) 55,670.03 sq.ft.
Top Stora a Len th 295.32 ft.
Tr ors e Width 238.32 ft.
)rage Area A 70,380.66 s .ft.
Put„N Storage Volume = (A+4B+C) x /s 453,223 cu.ft.

Storm Storage= total storage- pump storage = 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 ft. (form pond design above)
Allowable Specific Discharge 5,000 gal/ac/da)(5,000 Defalt)
Specific Liner Discharge (Allowable S.D. above in ft/day) v 0.01535 ft./day
Hydraulic Conductivity of Liner(from lab test report) k 0.00033 ft./day on-site clay w/0.1lb soda ashE
head depth from start pump liquid level to bottom of clay liner h = H +d (K for borrow .00017 requires
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 ft. min thickness for required disc
Min allowed liner thickness from FOTG std 621 B 1 ft. (min 1 ft. based on pond deptr
actual specific discharge H at design thickness 978 gal/ac/day, which is far less than the 500
Design Liner Thickness for the storage depth of 8.1 ft. 1.0 ft. thick
Dissimilar Soil Cover to Protect High Clay Liner if needed 0.5 ft. thick as advised by soils lab test rep
EMERGENCY SPWY DESIGN for Pond#2:
Peak Discharge through Emergency Spillway Q from EFH2 13 cfs. from EFH2 assl
Max. Velocity in Emergency Spillway v 4 US increasing area
Bottom Width of ESW(Assume 3:1 Side Slopes) B 10 ft.
Design flow Depth in ESW(Based on A= Q/V) d 0.3 ft.
Q =4 x 0.3 *(10 + 3 x 0.3) = 13.08 cfs.
Dairy Waste Storage Pond 12/5117
Engineering Design Worksheet for: George Smith
in Davidson County, NC
STRUCTURE DESIGN for Pond
Inside Top Dimensions: 309 x 252
ESW Dimensions: 10 ft bottom, 18 ft top,1.3 ft deep with 3:1 sides
—Top EL 654.00
freeboard •25yr storm flow ESW Crest EL 652.70
4 25yr
° - St.Pump EL 652.10
P 001 exess rain on pond
bankment normal runoff,waste,sand
wash water,leachate
Liner Bottom EL 644.00
Liner Cut EL 642.50
CROSS SECTION OF STRUCTURE
Engineering Design Worksheet for: George Smith
CLAY L=7"P%W
ESTIMATE-TO CREST OF ESW:
(S' 'Astoragel from total cut vol at crest ESW)
TI raphically and by two estimating methods
Len i.n 299.E ft.
Width at ESW crest EL 242.6 ft.

horizontal liner thickness =thickness/cos(ArcTan(side slope)) 3.74 ft.
C Len th at ESW= Len th +2 x horiz thikcness 307.11 ft.
C. Width at ESW= Width +2 x horiz thikcness 250.11 ft.
Cut Depth at ESW(D) 9.70 ft.
To Stora a Area (A) 76,812.74 ft.
Bottom Len th 237.27 ft.
Bottom Width
Bottom Area 180.27 sq.ft.
C Mid Stora a 42,773.76 ft.
Len th Mi 272.19 ft.
d Storage Width 272.19 ft.
Mid Storage Area (B) 58,573.84 sq.ft.
Cut Volume to crest ESW= (A+4B+C)x J/6 572,109 cu.ft.
Volume of Liner Fill = Cut Vol-Stora a Vol at ESW 75,962 cu.ft.
Volume of Liner Fill in cubic ards 2,813 cu. d.
Increase to allow for for material loss and com action 15 % (typical 10 to 15%)
Estimated Yarda a for Full Clalf Liner uo to crest ESW 3,235 cu. d.
Ballpark check-top dam area as if pond was flat+10% for slopes 3,172 (should be close to the above)
Estimated Soda Ash, if required for the clay liner by lab tests
Density of Soda Ash 64 lb/cu.ft. Mfgr. website 57 to 70lb/cu.ft.
Required Additive Rate from soils lab report 0.20 lb/sq.ft. over surface of clay.
Number of lifts in clay liner(6"-9" loose material) 2
Liner surface area (volume clay/liner thickness) 75,962 sq.ft.
Weight of Soda Ash q'
30,385 lb. 608 50-Ib bags
vol—le of Soda Ash 475 cu.ft. 18 cu.yd.
N,.__, Liner will be installed I'thick in two lifts. Clay from site requires 0.11b/sf Dense Soda Ash
and borrow clay requires 0.2 Ib/sf

ANIMAL WASTE 11IAVAGEMENT
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 A lication E ui went- Shall be inspected before use to insure that
equipment is working properly and that no leaks to tanks or box spreaders occur.
Hosepumps and pipes used with liquid spreader tanks and irrigation systems are
to be checked-before each use and repair or replace as needed.
Waste Stora a 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 Spp,norts(pipe cradles) should be inspected to prevent sagging
When repair or replacement is needed replace with pressure tre d Post ti 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 stora a pits can accumulate deadl i odorless, toxic asses. 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 li uid remainin coverin the cla
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.
NRC S NC Area 2
Rev. 5-18-16

Routine Ins ections
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.
Sila a 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
stee er 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 Secarator 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 inwate 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
Jebris.
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