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MCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
James B Graham
Beallgray Farm Inc.
1218 Belmont Rd
Linwood, NC 27299
Dear James B Graham:
Division of Water Quality
Coleen H. Sullins
Director
October 1, 2009
RECEIVED D e Freeman
NX, Dept of E.NR
! Secretary
OCT 1, 4 2009
Winston-Salem
RaglonalOfllse
Subject: Certificate of Coverage No, AWC290003
Beallgray Farm Inc.
Cattle Waste Collection, Treatment,
Storage and Application System
Davidson County
In accordance with your renewal request, we are hereby forwarding to you this Certificate of Coverage
(COC) issued to James B Graham, authorizing the operation of the subject animal waste management
system in accordance with General Permit AWG200000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Beallgray Farm Inc., located in Davidson County, with an animal capacity of no
greater than the following annual averages:
Dairy Calf: Dry Cow: Beef Brood Cow:
Dairy Heifer: Beef Stocker Calf: Other:
Milk Cow: 210 Beef Feeder:
The COC shall be effective from the date of issuance until September 30, 2014, and shall hereby void
Certificate of Coverage Number AWC290003 that was previously issued to this facility. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions and
limitations as specified in the General Permit, the facility's CAWMP, and this COC. An adequate system
for collecting and maintaining the required monitoring data and operational information must be
established for this facility. Any increase in waste production greater than the certified design capacity or
increase in number of animals authorized by this COC (as provided above) will require a modification to
The CAWMP and this COC and must be completed prior to actual increase in either wastewater flow or
number of animals.
Please carefully read this COC and the enclosed, State General Permit. Please pay careful attention to the
record keeping and monitoring conditions in this permit. Record keeping forms are unchanged with this
General Permit. Please continue to use the same record keeping forms.
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Blvd., Raleigh, North Carolina 27604 T�iOTI 1, 1
Phone: [phone] FAX. [phone] Customer Service: 1-877.623-6748 1 �IOiihCii�'ofina
Internet: www.ncwaterquality.org r_ ,
An Equal Opportunity \AffirmauveAction EmA7�t11r
pOyer l `y

If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this'COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per 15A NCAC 2T .0105(h) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue, the activity permitted under the General Permit after the expiration date of the
General Permit, then an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Unit for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
In. accordance with Condition II.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You
may find detailed watch/warning information for your county by calling the Raleigh, NC National
Weather Service office at [phone], or by visiting their website at: www.erh.noaa.gov/er/rah/
This facility is located in a county covered by our Winston-Salem Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at
[phone].
Sincerely,
for Coleen H. Sullins
Enclosure (General Permit AWG200000)
cc: (Certificate of Coverage only for all ccs)
Winston-Salem Regional Office, Aquifer Protection Section
Davidson County Health Department
Davidson County Soil and Water Conservation District
APS Central Files (Permit No. AWC290003)
AFO Notebooks

lIza
O� \N
Michael F. Easley, Governor
Q
William G. Ross Jr., Secretary
oNorth
Carolina Department of Environment and Natural Resources
j
Alan W. Klimek, P. E., Director
Division of Water Quality
RECEIVED
October 1, 2004
O C T 0 1 2004
James Graham
Winston-Salem
Beallgray Faun Inc.
1218 Belmont Road
Regional Office
Linwood, NC 27299
Subject: Certificate of Coverage No. AWC290003
Beallgray Farm Inc.
Cattle Waste Collection, Treatment,
Storage and Application System
Davidson County
Dear James Graham:
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-28).
In accordance with your application received on January 28, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to James
Graham, authorizing the operation of the subject animal waste collection, treatment, storage and Iand
application system in accordance with General Permit AWG200000. The issuance of this COC
supercedes and terminates your previous COC Number AWC290003 which expires October 1, 2004.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Beallgray Farm Inc., located in Davidson County, with an animal capacity of no
greater than an annual average of 210 Dairy cattle and the application to land as specified in the
facility's Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitoring conditions in this permit.
If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
Aquifer Protection Section — Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] FAX: [phone] Internet: h2o,enr.state.nc.us
An Equal OpportunityrA��«„n„v� .. ,., n s., .�� r ,•.� n��- _ _.
urrr�
No rthCarolina
Na&llallff

The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current MRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Winston-Salem Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact J.R. Joshi at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG200000)
cc: (Certificate of Coverage only for all cc's)
Winston-Salem Regional Office, Aquifer Protection Section
Davidson County Health Department
Davidson County Soil and Water Conservation District
Permit File AWC290003
APS Central Files

'u a
James Graham
Beallgray Farm Inc.
1218 Belmont Road
Linwood, NC 27299
Dear James Graham:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
May 1, 2003 �. , Q��}t. "tz 1—lNR
MAY 19 2003
Winston-saiem
Regional Office
Subject: Certificate of Coverage No. AWC290003
Beallgray Farm Inc.
Cattle Waste Collection, Treatment,
Storage and Application System
Davidson County
On April 28, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs the
Division of Water Quality (Division) to extend the expiration date of the Cattle Waste Operation General
Permit AWG200000. Therefore, the General Permit has been re -issued by the Division to extend the
expiration date to October 1, 2004. During the period of this extension the Division will be working with
all interested parties on the development of a new version of the Non -Discharge General Permit.
In accordance with your application received on January 28, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to James
Graham, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG200000. The issuance of this COC
supercedes and terminates your previous COC Number AWC290003 which expired on April 30, 2003.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Beallgray Farm Inc., located in Davidson County, with an animal capacity of no
greater than an annual average of 210 Dairy cattle and the application to land as specified in the
facility's Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until October 1, 2004. Pursuant to this COC, you
are authorized and required to operate the. system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information• must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of- four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility. �°4►
a��ENR
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Customer Service Center
An Equal Opportunity Action Employer
Internet httpJ/h2o.enr.state.nc.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% post -consumer paper

- T.
Per NRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon or any wetted area of a spray field.
Please be -advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
'General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any pans, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Winston-Salem Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Sue Homewood at [phone] ext. 502.
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG200000)
cc: (Certificate of Coverage only for all cc's)
Winston-Salem Regional Office, Water Quality Section
Davidson County Health Department
Davidson County Soil and Water Conservation District
Permit File AWC290003
NDPU Files

_ WASTE =UTII.IZ2_TION .PLAN -
Producer:
Location:
BEALLGRAY FARMS INC.
1218 BELMONT ROAD
LINWOOD, NC 27299
Telephone: [phone]
Type Operation: DAIRY
Number of Animal : 210 HEAD DAIRY ANIMALS
(Design capacity)
FACILITY #29-03
OPERATOR CERT. #20952
PERMIT # AWC 290003
The waste from your anL=al facility mutt be land applied at a
specified rate to prevent pollution o-f and/or groundwater.
The plant autrients in the animal wasta hc::ld be used to reduce
the amount of commercial fertilizer for the crops in the
fields where the waste is to be appi4sc; m is waste utilization
plan uses nitrogen as the lir.=ting nutrien=. Waste should be
analyzed before each application cycle.:rual soil tests are
strongly encouraged so that all plant -lams can be balanced for
realistic vields of the crop to be
Several factors are mrportant in your waste
ut-1 at_on plan in order to value oz the
—_--_--•+�c,c�',.=-a�1� tQ..eI'.5.uL�. hat_a.`' w;s.. appi_�r --- .__ =n environmentally sa=8
Manner ^ drays apply waste Jbased on -. eY needs of the croc to be
grown and the nutrient content o= '-r e rias to . oo not avuly more
nitrogen than the crop can utilize. Sol; t,;tes are important as
they have different infiltration rates, _each=ng potentials, cation
exchange capacities, a n a available wa_a_ holding capacities.
Normally waste shall not be applied to 'and eroding at greater that.
,5'_T tons' per acre- per• yb-z'r:: ,__With spc-:� . - ac utions , waste may be
apza l`iac " o" land eroding at un --ta 10 - inn s Jner acre per year. Do not
apply waste on saturated soils, when it is rwwning, or when the
surface is frozen. Either o= these cord=ions may result in runoff
to surface waters which is not allowed under OEM regulations. Wind
conditions should al`so'be•'considered to avoid drift and downwind
odor problems. To maximize the value c- nut=_ent5 for crop
production and to reduce the potential war pollution, the waste
should_ bey; a- ml... µ` r o�+�� N cr - orappl—Jed to bare ground not
more_ than 0� CLav:S" �r �Or to_;l'aI1-ng J ect_ng the waste or
disk_ng`will conserve nutrients and ;educe odor problems.
The estLmated acres needed to apply the animal waste is based on
typical nutrient content for this dyne ow fGciiity. Acreage
recuirements should be based on the waste analysis report from your
waste management facility. Attached you will find information on
Proper samml'_ng 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�l5A NCAC 211.0217 adopted by the Environmental
Management Commission.

ANIMAL WASTE MANAGEMENT
OPERATION AND NLARq ENANCE
Runoff Control Measures - Such as concrete curbing -and roof guttering should be
inspected monthly to insure these systems are oneraung properly. Repair or
replace as needed. Diversions, filter strips and buffers should be inspected to
insure that vegetation is adequate and diversion capacity is adequate.
Land Application Equipment - Shall be inspected berore use to insure that
equipment is working properly and that no Teaks :o tanks or box spreaders occur.
Hose,pumps and pipes used with liquid spreader yanks and irrigation systems are
to be checked before each use and repair or replt c:, as needed.
Waste Storage Structures - Check for floating or lodged debris in lagoons and
storage ponds. Embankments of storage pond and lagoon are to be checked for
stumps, bulges, wet or damp areas, and rodent darnage on backside of dam.
Vegetation should be adequate to prevent erosion. Bare areas should be seeded to
fescue. Vegetation,,should.b.e,clipped-a.minimt_ r43.irine,:,: per -year to prevent-- -- -
T--"'' --trdes'acid undesirable vegetation from becomin�_� established. This can be done by
either mowing, spraying or chopping.
EiM used to convey waste from buildings to storage pond or lagoon need to be
inspected for separation of joints, cracks or breaks and salt/mineral accumulation.
Bent Supports (pipe cradles) should be inspected to prevent sagging of pipes.
When repair or replacement is needed replace Nvith pressure treated posts and
boards. Pipes should extend into the waste pond bV and 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
trou'ts,:s?4p�,w?. +.:�*vp areas and watercourses
"" such as.creelcs; 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.

BEALLGRAY FARMS INC.
WASTE MANAGEMENT PLAN
Beallgray Farms Inc. currently has 100 cows, 100 heifers and 10 calves on confined
feedlots or holding areas. Twenty percent of the manure and urine is scraped and hauled,
the remaining eighty percent enters waste storage pond #1. Waste pond #1 also receives
lot runoff and wastewater from milk parlor. Liquid from storage pond #1 drains into
storage pond #2 and drains into storage pond #3, where it is pumped out and applied by
either center pivot or hose tow irrigation. Storage pond #4 is intended to trap any
overflow from pond #3 in the event of a discharge. Liquid from pond #4 can also be
applied by irrigation. Ten calves produce solid waste that is broadcast on fields.
A fresh water farm pond is located below storage pond #4; this pond is used to supply
irrigation water to crops and contains no animal waste. A diversion designed by NRCS is
located on the West side of the pond to prevent any surface water from entering the pond.
All waste storage ponds were build by Beallgray Farms Inc. and not MRCS designed.
Increasing the depth may increase waste storage volumes. If this is to be done, sludge
should be tested to determine nutrient content and land applied at agronomic rates.
Waste storage ponds are to be inspected monthly to check for leaks or seepage on or in
the dam. Vegetation is to be clipped annually to control undesired weeds and brush.
Refer to specification contained in waste plan for additional information and management
practices.
Distance to nearest dwelling not associated with the farm is in excess of 750 feet. No
floodplains exist on areas to receive animal waste, no wetland exist on application areas.
Cropping system is usually no -till corn for silage followed by no -till small grain for
silage. Alfalfa is to receive animal waste not to exceed NCDA soil test
recommendations. Applications of animal waste to alfalfa will be made for establishment
only, not for yearly maintenance. In some years due to weather and economic factors,
other crops may be planted. Cropland acres are well in excess of nitrogen produced.

BEALLGRAY FARMS INC.
WASTE MANAGEMENT PLAN
I. Manure Production
80 % of manure enters storage pond
20 % of manure is scraped and hauled
Manure Volume = 14 gals./head/day (cow)
10 gals./head/day (heifer)
3.5 gals./head/day (calves)
Feedlot (solid)
100 cows x 2.8 gals/head/day x 365 days = 102.200 gals/yr
100 heifers x 2.0 gals/head/day x 365 days = 73,000 gals/yr
10 calves x 3.5 gals/head/day x 365 days = 12.7 75 gals/yr
Total waste (solid) waste produced = 187,975 gallonslyr (790 tons)
-- PlannAvailable Nitrogen, (PAN)-producea-(soi.;J-
100 cows x 76 lbs N/yr x.20% = 1520 lbs
100 heifers x 55 lbs N/yr x 20% = 1100 lbs
-- __ -10..calves..x 19 lbs N/yr x.I00%.= 190 lbs
Total dry waste produced = 2,810 lbs of PAN
Storage Ponds 41.2A 3
100 cows x 11.2 gals/head/day x 365 days = 408,800 gals/yr
100 heifers x 8.0 gals/head/day x 365 days = 292.000 gals/yr
Total waste (liquid) produced = 700,800 gallons/ yr
L-
ii. Waste water 500 gallons/day x 365 days = 182,500 gals/yr
III. Bedding Dry manure may be used as bedding as producer determines. -

IV —.RUNOFF
Storage Ponds
1. Normal Runoff — Concrete, roofs, waste ponds = 6.4 acres
1 day CN=98 30 day CN=92
Rainfall=45.21 inches. Runoff=59% of precipitation (10cz AWMFM)
45.21 inches x .59=26.67 =12 in./ft. x 278784 ft. sq.=619,597 cu. ft. x
7.48=4,634,586 gallons/year
2. Normal Runoff -Dirt lots=6.5 acres
1 day CN=82 25% annual runoff unsurfaced feedlot.
(10 c-1 AWKFM) 45.21 inches x .25 = l I.30 =12 in./ft = 283,140 sq.ft.=
266,623 cu.ft. x 7.48 = 1,994,340 gallons/year.
3. 25 year, 24 hour storm runoff=6 inches rain I clay CN 90
Runoff=4.85 inches =12 in./ft. x 561,924 ft.sq.=227,111 cu. Ft. x
7.48=1,698,790 gallons/year
Total amount of liquids to store in waste ponds = 9,211.016 =allons/year
Total gallons to apply/year 1,698,790 gallonslyear-25 year. 24 hour storm=7,512,226
gallons per year.
V. VOLUME OF STORAGE PONDS (See attachment of measurements).
Percent of total capacity - - — -
33% first stage 1,704,857 gallons — 33% of 25 yr. Storm = w1;144,256
42% second stage 2,118,957 gallons — 42% of 25 yr storm = 1,354,501
25% third stage 1,304,235 gallons — 25% of 25 yr. Storm = 930,502
Total available storage capacity = 3,429,259 gallons
Assume four month storage period
Manure 700,800 gallons/year divided by 3 = 233,600
Wash Water--182,500 -all ons/year'divided by, 3'=- "= - 60;833`°.- -`= -
Total Normal Runoff 6,628,926 gallons/year divided by 3 = 2,209,642
Total gallons for four months = 2,504,075

VI. Land Application of Animal by Irrigation
Total amount to apply 100 cows x 76 lbs. N/yr x 80% = 6,080 lbs
Total amount to apply 100 heifers x 55 lbs/N/yr/hd x 80% = 4,400 lbs.
Total Pan = 10,480 lbs.
1. Soils for Irrigation
Davidson loam, 20B, Group Index 2, Maximum rate with cover =.30 in/hr.
permeability 0.6 — 2.0 in/hr. Unified ML, SM, CL — NIL, CL
Mecklenburg loam, 54B, Group Index 2, Maximum rate with cover = .30 in/hr
permeability 0.6 — 2.0 in/hr.
IredelI loam, 56B, Group Index 12, Maximum rate with cover = .20 in/hr.
Permeability 0.6 — 2.0 in/hr Unified ML, CL, - Ml, CL
2. Crops to Receive Waste by Irrigationa
Crop Yield R.Y.E. *Maximum PAN/Ac.
Corn Silage
24 tons/ac. 12 lbs N/ton
288 lbs PAN/Ac.
Tropical Corn Silage_
24 tons 12 lbs N/ton
2881bs.
- - Small Grain Silage
10 tons .:_-.-._: ``-12 leis N/ton ' .�
a-1201tis. -
** Sudangrass Silage
10 tons 12 lbs N/ton
120 lbs.
Ryegrass Silage
7 tons 12 lbs N/ton
841bs.
Alfalfa (1)
301bs.
*Maximum Plant Available Nitrogen/acre/crop. Include both commercial and organic
forms of nitrogen as well as residual nitrogen from legumes (Soybeans, Alfalfa).
**Sudangrass/Sudex/Sorghum Silage, Yields and pounds of plant available Nitrogen are
estimated amounts. It is recommended that producer take plant tissue samples for
analysis by NCDA. The crop should also be weighed to determine more accurate yields.
(1) Apply for establishment only, not to exceed soil test recommendations.
Warm Season Annuals yields grown under irrigation have been increased 10 to 15 per
cent since fresh water is available to water crops if producer desires.
3. Application Schedule for Irrigated Waste
Corn:
March, April, May, June, July
Tropical Corn:
April, May, June, July, August,
Small Grain:
January, February, March, April, September -December
Sudangrass:
May, June, July, August
Ryegrass:
January, February, March, April, September -December
Alfalfa:
May — August

q 1
IRRIGATED WASTE APPLICATION AREAS
TRACT
FIELD SOIL TYPE
ACRES
1016
4 DaB
25.0
6A DaB
9.0
7 DaB
36.0
8 DaB
13.3
9 DaB
22.8
4652
2A DaB
7.4
2B DaB
8.3
2C DaB
3.0
3A, 3B DaB
6.0
3C DaB
5.9
8A MeB
9.9
8B MeB
7.6
9A MeB
4.4
9B MeB
1.4
l0A DaB
5.2
11 A, 1 I B MeB
10.7
11C, 11D MeB
10.1
11E, 11F MeB
8.1
11247
1 DaB
9.1

1. Soils and Crops to receive solid Animal_ Waste
Davidson DaB 2 — 8%q slopes
Crop Yield R.Y.E. *Maximum PAAN/Ac.
Corn Silage
22 tons/ac.
12 lbs/ton
2641bs. PAN/Ac.
Tropical Corn Silage
22 tons
12 lbs/ton
2641bs.
Small Grain Silage
10 tons
12 lbs/ton
1201bs.
Small Grain
45 bu
2 lbslbu
901bs.
Sudangrass Silage
6 tons
12 lbs/ton
721bs.
Tall Fescue Hay
5 tons
50 lbs/ton
2501bs.
Ryegrass Silage
7 tons
12 lbs/ton
841bs.
Soybeans
45 bu.
3.5 lbs/bu
157 lbs.
Sorghum
65 bu.
2.5 lbs
1621bs.
**Alfalfa
301bs.
Mecklenburg MeB 2-8% slopes
Crop__ _ Yield R.Y.E. *Maximum PAAN/Ac.
Corn Silage
18 tons
12 lbs/ton
216 lbs.
Tropical Corn Silage
18 tons
12 lbs/ton
216 lbs.
Small Grain Silage
10 tons
12 lbs/ton
120 lbs.
Small Grain
40 bu
2 lbs/bu
801bs.
Sudangrass Silage
6 tons
12 lbs/ton
721bs.
Tall Fescue Hay
4.5 tons
50 lbs/ton
2251bs.
Ryegrass Silage
7 tons
12 lbs/ton
841bs.
Soybeans
40 bu.
3.5 lbs/bu
1401bs.
Sorghum
55 bu.
2.5 lbs
1371bs.
**Alfalfa
301bs.
Iredell IrB _2-8% slopes
Crop Yield R.Y.E. *Maximum PAN/Ac.
Corn Silage
13 tons
12 lbs/ton
1561bs.
Tropical Corn Silage
13 tons
121bs/ton
1561bs.
Small Grain Silage
8 tons
12 lbs/ton
96 lbs.
Small Grain
30 bu.
2 lbs/ac.
60 lbs.
Sudangrass Silage
6 tons
12 lbs/ton
72 lbs.
Tall Fescue Hay
3 tons
50 lbs/ton
1501bs. -~—
Ryegrass Silage
7 tons
12 lbs/ton
84 lbs. --
Soybeans
30 bu
3 lbs/bu
90 lbs.
Sorghum
40 bu
2.5 lbs
1001bs.
** Alfalfa
301bs.
*Maximum Plant Available Nitrogen/Ac.
Crop. Includes both commercial and organic
forms of Nitrogen as
well as residual Nitrogen from legumes
(Soybeans, Alfalfa). -
** Nitrogen applied to alfalfa for establishment only not to exceed soil test

2. ARRlication Schedule for Solid Waste
Corn:
February, March, April
Tropical Corn:
May, June
Small Grain:
January, February, March, September -December
Sudangrass:
April, May, June, July, August
Ryegrass:
January, February, March, September -December
*Tall Fescue:
January, February, March, April, May, June, July, August,
September, October, November, December
Sorghum:
April, May, June
Soybeans:
May, June
Alfalfa:
May -August
*Apply no more than 9 lbs Nitrogen/Acre/Month during June, July and November -
January to Tall Fescue
** Nitrogen applied to alfalfa for establishment only not to exceed soil test
recommendations.

SOLID WASTE APPLICATION AREAS
TRACT
FIELD
SOIL TYPE
ACRES
225
3
DaB
35.0
7
MeB
35.4
1804
8
DaB
20.8
9
DaB
18.1
1042
4
_ _ DaB
7.9
5
DaB
16.1
6
DaB
1.5
7
DaB
8.0
8
DaB
4.9
9
DaB
17.2
DaB
11.1
11
DaB
2.9
12
DaB
1.5
13
DaB
2.8
14
DaB
1.7 -
1031
6 . __w yr_ _ =
`�IrB=
14.8
8
IrB
3.9
10
DaB
7.7
1016
_.__ - --L> ....., ....m_ _. �.
_ w._ DaB. �,_�,.... .�,
3.4 .- .....
5
DaB
0.8
7A
DaB
9.7
9A
DaB
1.5
11
DaB
5.3
11247
lA
DaB
2.0
4652
4
IrB
29.0
5
IrB
14.8
5C
IrB
2.3
6
IrB
4.0
11
DaB
3.0
12
IrB
4.1
13
IrB
7.7

-y SUPPLEMENT TO WASTE MANAGEMENT PLAN
WASTE APPLICATION WINDOWS
Animal waste may be applied to small grain crops and tall fescue during the months of
Januaiyyand December provided that the soil -is not -frozen or saturated. If weather
conditions or forecast indicate serve weather -in the immediate fature,-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 an! 'waste applications to small grain or tall fescue during January or December
are to be light application to prevent runoff and potential damage to existing crops,
(excessive equip. traffic, and smothering crop).

W",fh uxiLi4"iim rumn.
'PRODUCER lvy 1.4J.-Inj
4.E.
'A-FIELDS.OWNED LEASED WASTE FORM
ID L.:IQU"ID..... 'O"PLICATION,ETHOD,i,,,SOlLL,.INCORP
k. ,.I`fir ,-;
*SEE ATTACHED AERIAL. PHOTOS :SHOWING t'FIELDSTO�BE�UtILI,ZED',FORS ANML-YASTENAPPLICATIO m
kd
IL
r.
02
�41 ADC�
aRO� S A:�
z,
p age
70
i L
TRACTIFIE-D
.-',CROP
P,
YIELDS:
�qA4.LBS?.,VAWa
w - -,vt i - -
fl."CO&MRA'
90,
�,,'JRESIDUAV
C S.r
R E
LBS-`-`,�-AW,,1
ADDIT-4
p;
:ATIONjp;,PERIOD,-,;.z
P, if --I -J� ip
-TYPE
4, Z
NE EDE
lip
N1.1 F5-14
0, JANI
•�2;7,849
/q, 9
j4
46
440
F
13
-3 1i
13
13
7. 7
7317
_22-
161A
2_0
92-
1
6/6
1
A0 !�
2_4
2-
:F9,
_4
13
/8
420
ilt'
37.5
oa
Ole
7.7
TOTAL ACRES vX,-/-J2S AMOUNT OF. NLTHUGEN FKUUUUbU
AMOUNT OF NITROGEN UTILIZED
NITROGEN: SURPLUS DEFICT

XHLIZATIOW� PLAN PKI,
A W_l�
F?..-
-K
'
r
WkyztM'
FIELDS- OWNED WASTE Vrl WXSOLI ___ulD
61 4 'v':
AP.
' . t•
xSE&;kT D" -HOTOS'-SHOWING FIELDS -TO BE f
"o TA-7 ra'K_�
'RACTA ;FIELD "-AlSOlV ,CROp . RV
YIELDS LBS,�AW9COMMERNIJ.'RESIDUAL *AC�eRES'l 1!'B&'-AAW1V�ADDIV`N; %APPL ICATION,,PERIODv 6� %Mayp&t.Ist l$usUr EDE61 V14
Wi
V, b •0
� mlt
Bm
4 R --c'
nh W.
yM SP
Rg
thi'131�_r w 47� rvv 43�" QllllY�b.t'_'_"l!iQ%, I -'Will Va
KY Aill lwritr.
" 4w I. Bliz-VORA". . 110, '11. -rdzZ-g
g
AVf
RWm
i w I
a
31
V- 2�
-7 ,Ill
4
I ft, 90
m"
rMl
'r,
.
f 44
s x m
xm f 4
1
pe?
10 W
i�
Z?A.R
A2�2f
.
Pf in
I
j
IQ
DR*
J" 7
04B
TOTAL ACRES AMOUNT OF NITROGEN PRODUCED Gsa
-:F,717.2
AMOUNT OF NITROGEN UTILIZED J.2J.f,3
NITROGEN: Sggg�S DEFICT -.z qf 90,3,'

WASTE UTILIZATION PLAN
PRODUCER:
FIELDS OWNED LEASED WASTE FORM SOLID LIQUID APPLICATION METHOD SOIL INCORP BROADCAS
*SEE ATTACHED AERIAL PHOTOS SHOWING FIELDS -TO BE UTILIZEWTOS ANIMAL -WASTE APPLICATION ;„ pageLof
DIEM
EMINNIN
0
SOMM.
NUININNIMENNIENEM
NINE
am
MMININEINVIN
MAIN
mm
M_
ME
mz�om
00
MOM
mm
�0010110
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M.-
NINE
M
mom
mmm
REEN1011010110
101100101011010MEM
mom
mom
sosw�m
omomnmmoomnm�
M_
�- AMOUNT OF NITROGEN UTILIZED
NITROGEN: SURPLUS DEFICT

!
WASTE UTILIZATION PLAN
PRODUCER:
4 a Imo' .<:�'• r`f '.. fi._r'_ - �. �.
FIELDS OWNED LEASED WASTE PORN SOLID LIQUID CAPPI:iCATIOH 1�IETHOD SOIL INCORP_ BROADCAST
�, ; ,
*SEE ATTACHED AERIAL PHOTOS SHOWING FIELDS TO BE' UTILIZED, ioKANIMAL"WASTE', APPLICATION page 2 of
2-
RACT
FIELD
SOIL
CROP
YIELD
LBS. AW
COMMER:-
°:L:RESIDUAL
ACRES
LBS. AW
ADDIT N
;APPLICATION PERIOD
#
#
TYPE
N / AC
N- ,:.. s i.'
: ' ; N. +.
USED •
NEEDED
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AMOUNT' OF - NITROGEN UTILIZED
NTTROGEN: S DRFTCT

APMICATION OF WASTE BY IRRIGATION
RACT
'M
ACRES
FIELD
NO.
SOIL TYPE
C80P
APPLICATION
Rate (In/Hr)
APPLICATION
Amount Un.yw)
2
16 /?-"9
,2 .1
,0/./
2zr 0
A A� VA0-(QlJ
Jr,*-4-9r.
1 O
I 73
J?
li R
D
I 7.3
Z2, 8
Zf-:z r
zvq
Z,
j
,70Da goo

TRACT
NO.
A
ACRES
FIELD
NO.
SOIL TYPE .CROP
APPLICATION
Rate (Ia/Sr)
I.APPLICATION
Amautt (IR.
941vulwd
Ya
5_2
aA
dAW-1
.q
��
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.✓�
S
1,01w,
.S o
• 3a
. BS
�a.
4,A
-�
�a�
- 7
I o ' I
I •3o
I S
�$..30
i Its
I
-.-. x�:l+�.
Au�'illrl. ..i��.,. n..
i...�vAk=., �,_n-i...-.r.... .._
�..Yn_.....,C�Qrvwl •.:r.�K - _-. - � ..

i s-z
WETTABLE ACRES FOR
TRAVEL LANE SPACING % NEW OR EXISTING
t/E
PULL DIA. PULL
AKG
DEG.
STAKT
END
TABLE
LENGTH X
W/4o60 TOTAL
STOP
END
TABLE
TOTAL WET. AC.
27��
. 99
N 70
1023 '
s
. Z/y
NE 70
9 0
4130
Z 70 °
.179
r 70
zlq
A)F 70
7 70 P
.97
a
ao :7 '
oo '
9
. 47
NI-70
8.3
?a'
Z
290�
. 97
N�70
23/
300,
.6
. 5�7
N�7�
-70
3 ,8
1743D '
1
2 70 `
. 9 ,7
luz-70
6 `'
oa
D. 8
o
/. 7
J
3a
2700
. 77
1VT9-
!
5474"
-
3C
4/.3•>
t
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, y9
NE 7a
//`'
i/fi '
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9
�vE 7
Sa
Y-/ A
2'70
. 99
,� �1v
330 "
318
Z.
..
.J
1271)
qD
J4 3a
f
2 7a°
9y
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/
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41346
2 7a �
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N[ 70
3 go'
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70
3� 7
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.1917
70
1
78 +
8
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N 9 70
SZ
809
q30
70
.,79
170
1
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q.9
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, 97
vc170
96
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. 9
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O
£ 7d
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/a4z7
//7IJ55- �2v71roS
WETTABLE ACRES FOR
TRAVEL LANE SPACING x O% NEW OR EXISTING /ilia-.1
1/E AKI:
PULL DIA. PULL DEG.
5TAK
END
TABLE
LENGTH X
W/43560 TOTAL
. Jlur
END
TABLE
TOTAL WET.- AC-
oA
.yo C 790
•9`1
NE70
2
3.7
Zl9
70.
2
2706a
i
a
N 7n'
7
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i

CAWMP CENTER -PIVOT SYSTEM FIELD DATA ! rHEE-T-*
1. Make and model number,-
2. Length of lateral line g5,912 feet
3. Does the machine have an end gun or an end sprinkler? A es, no
If it has an end gun or an end sprinkler, list the make and model of the end gun or the end
sprinkler_ ly/ - ,re N - u
If an end sprinkler, list nozzle size inch, if and end gun, list nozzle size
0. q inch, also list nozzle type ring orifice,
taper bore orifice
Operating pressure at the pivot point 8a psi
Is the machine used on more than one area (towable)? X yes, no.
If yes will need to compute acreage for each circle or part of a circle.
Does the machine have a booster pump for the end gun or the end sprinkler? des, ono
If yes indicate the size of the motor which drives the pump to operate the end sprinkler or end gun
7. Is the machine operated _ X full circle, X part circle?
If part -circle, indicate the portion of a circle which is irrigated? 70 °
8. If the machine is towable, indicate arc angle for all areas on which the machine is operated
8 -,0 /87o 4 "'7J:
** 9. Are sprinkler mounted on drops below the lateral pipe?
or on top of the lateral pipe?
* * 10. Number of towers r
* * 11. Tower spacing feet. They may not all be the same.
If not, please indicate / - 1 -; o
** 12. Lateral line size r 'A inch. Indicate if there is more than one lateral size
** 13. Type of sprinkler: rotary impact, spray nozzle, rotator
* * 14. Obtain from grower or dealer who supplied the machine the design capacity of the machine
?S : gpm.
V** 15. If possible, obtain a printout of nozzle package for the machine.
**16. - Supply line size inch
** 17. Supply line length feet. From pump to most distance pivot point.-
**18. Pump make and model number
* * 19. Pump capacity gpm
**20. Engine make and model number , or
**21 Electric motor horsepower and rpm hp, rpm
Note The machine needs to be operated to obtain the pressure at the pivot point.
* Locate on a copy of the map the pivot point(s) and the area covered by the machine. If the machine is
towable indicate the several areascovered by the machine. Also locate the supply line., Irrigated acreage
is obtained by area covered by each circle or part of a circle.
** Optional data, furnish where possible.
* * * Information furnished by
Signature of Owner or Facility Representative
Printed Name of Owner or Facility Representative
Date
and/orf, _ y-
Signature of Technicalspecialist
Printed Name of Technical Specialist
Date
* * * Only the person or persons collecting the data should sign the data sheet.

To calculate irrigated acres, collect Xhe following data:
1. Radius of machine (length of lateral) G B Z feet
2. Measured radius of end gun or end sprinkler Sc feet
3. Measure arc angle of machine operation, w = °
4. Then use the equation
A = 7r(r)2 x w
43,560 3600
r = radius of machine + 0.9 radius of end gun or end sprinkler
7t = 3.14 = constant
w = arc angle of machine operation
43,560 = constant = fl /acre
Collect the following data for each circle or part of a circle and compute irrigated acres for each
circle or part of a circle.
Tract No. /o/6
Radius of machine
e.�O, z feet
Field No. _ _
Radius of gun
i .Ta ' feet
Arc angle of operation, w
,A '7 °
Irrigated acres
Z.S. -� acres
Tract No. Iol6
Radius of machine
G8 z feet
Field No.--_?
Radius of gun
is0 feet
Arc angle of operation, w
2,70 °
Irrigated acres
36.0 acres
Tract No. ij16 _
Radius of machine
/, R z feet
Field No.
Radius of gun
i50 feet
Arc angle of operation, w
/NG °
Irrigated acres
2 4r 6 acres
/0/ 6
3.3 Aae-Es
FA0 8
Total irrigated acres
9 (; / acres
Add additional work sheets if needed. Show data for each circle or part of a circle shown on the
map. The map should include all fields shown on the WUP.
Calculations by
,�2?L.
Signature of WA Technic Specialist
Printed Name of WA Technical Specialist
Date 31,;v?Z9 9

Table NE65. Design Area Allowances for New or Expanded Hard Hose Traveler Systems
EXTERIOR lane - in field with multiple overlapping lanes:
Hydrant Spacing based on 65 percent of wetted diameter,
(Areas shown are acreage outside starting/stopping gun location)
wetted start end Stop end wetted area, acres
diameter wetted
d area arc angle arc angle arc angle arc angle arc angle
feet acres 180 degrees 225 degrees 270 degrees 315 degrees 330 degrees
(B) M (D) (E) (F) (G)
150
0.12
0.00
0.03
0.06
0.09
0.10
160
0.13
0.00
0.03
0.06
0.10
0.11
170
0.15
0.00
0.03
0.07
0.11
0.13
180
0.17
0.00
0.04
0.08
0.13
0.14
190
0.19
0.00
0.04
0.09
0.14
0.16
200
0.21
0.00
0.05
0.10
0.16
0.17
210
0.23
0.00
0.05
0.11
0.17
0.19
220
0.25
0.00
0.06
0.12
0.19
0.21
230
0.28
0.00
0.06
0.13
0.21
0.23
240
0.30
0.00
0.07
0.15
0.22
0.25
250
0.33
0.00
0.07
0.16
0.24
0.27
260
0.36
0.00
0.08
0.17-
0.26
0.29
270
0.38
0.00
0.09
0.18
0.28
0.32
280
0.41
0.00
0.09
0.20
0.31
0.34
290
0.44
0.00
0.10
0.21
0.33
0.37
300
0.47
0.00
0.11
0.23
0.35
0.39
310
0.51
0.00
0.11
0.24
0.37
0.42
320
0.54
0.00
0.12
0.26
0.40
0.45
330
0.57
0.00
0.13
0.27
0.42
0.47
340
0.61
0.00
0.14
0.29
0.45
0.50
350
0.65
0.00
0.15
0.31
0.48
0.53
360
0.68
0.00
0.15
0.33
0.60
0.56
370
0.72
0.00
0.16
0.35
0.'53_
_--0:60
380
0.76
0.00
0.17
0.38
0.56
0.63
390
0.80
0.00
0.18
0.38
0.59
0.66
400
0.84
0.00
0.19
0.40
0.62
0.70
410
0.89
0.00
0.20
0.42
0.65
0.73
420
0.93
0.00
0.21
0.45
0.69
0.77
430
0.97
0.00
0.22
0.47
0.72
0.80
440
1.02
0.00
0.23
0.49
0.75.
.. , .., . _ 0.84
450
1.07
0.00
0.24
0.51
0.79
a.88
460
1.11
0.00
0.25
0.53
0.82
0.92
470
1.16
0.00
0.26
0.56
0.86
0.98
480
1.21
0.00
0.27
0.58
0.90
1.00
490
1.26
0.00
0.29
0.61
0.94
1.05
500
1.32
0.00
0.30
0.63
0.97
1.09
Page 28

Table NE70. Design Area Allowances for New or Expanded Hard Hose Traveler Systems
EXTERIOR lane - in field with multiple overlapping lanes:
Hydrant Spacing based on 70 percent of wetted diameter,
(Areas shown are acreage outside starring/stopping gun location)
wetted start end Stop end wetted area, acres
diameter wetted
d area arc angle arc angle are angle arc angle arc angle
feet acres 180 degrees 225 degrees 270 degrees - 315 degrees 330 degrees
(B) (C) (D) (E) (F) (G)
150
0.12
0.00
0.03
0.06
0.09
0.10
160
0.14
0.00
0.03
0.07
0.10
0.11
170
0.16
0.00
0.04
0.08
0.12
0.13
180
0.17
0.00
0.04
0.09
0.13
0.14
190
0.19
0.00
0.05
0.10
0.14
0.16
200
0.22
0.00
0.05
0.11
0.16
0.18
210
0.24
0.00
0.06
0.12
0.18
0.20
220
0.26
0.00
0.06
0.13
0.19
0.22
230
0.28
0.00
0.07
0.14
0.21
0.24
240
0.31
0.00
0.07
0.15
0.23
0.26
250
0.34
0.00
0.08
0.16
0.25
0.28
260
0.36
0.00
0.09
0.18
0.27
0.30
270
0.39
0.00
0.09
0.19
0.29
0.33
280
0.42
0.00
0.10
0.21
0.31
0.35
290
0.45
0.00
0.11
0.22
0.34
0.38
300
0.48
0.00
0.11
0.24
0.36
0.40
310
0.52
0.00
0.12
0.25
0.39
0.43
320
0.55
0.00
0.13
0.27
0.41
0.46
330
0.59
0.00
0.14
0.29
0.44
0.49
340
0.62
0.00
0.15
0.30
0.46
0.52
350
0.66
0.00
0.16
0.32
0.49
0.55
360
0.70
0.00
0.16
0.34
0.52
0.58
370
0.74
0.00
0.17
0.36
0.55
0.61
380
0.78
0.00
0.18
0.38
0.58
0.64
390
0.82
0.00
0.19
0.40
0.61
0.68
400
0.86
0.00
0.20
0.42
0.64
0.71
410
0.90
0.00
0.21
0.44
0.67
0.75
420
0.95
0.00
0.22
0.46
0.71
0.79
430
0.99
0.00
0.23
0.49
0.74
0.83
440
1.04
0.00
0.25
0.51
0.78
0.86
450
1.09
0.00
0.26
0.53
0.81
0.90
460
1.14
0.00
0.27
0.56
0.85
0.94
470
1.19
0.00
0.28
0.58
0.89
0.99
480
1.24
0.00
0.29
0.61
0.92
1.03
490
1.29
0.00
0.30
0.63
0.96
1.07
500
1.34
0.00
0.32
0.66
1.00
1.12
Page 29

Table NI65. Design Area Allowances for New or Expanded Hard Hose Traveler Systems
INTERIOR lane - in field with multiple overlapping lanes:
Hydrant Spacing based on 65 percent of wetted diameter,
(Areas shown are acreage outside starting/stopping gun location)
wetted start end Stop end wetted area, acres
diameter wetted
d area arc angle arc angle arc angle arc angle arc angle
feet acres 180 degrees 225 degrees 270 degrees 315 degrees 330 degrees
(B) (C) (D) (E) (F) (G)
150
0.11
0.00
0.02
0.05
0.08
0.09
160
0.13
0.00
0.03
0.06
0.09
0.11
170
0.15
0.00
0.03
0.07
0.11
0.12
180
0.16
0.00
0.03
0.07
0.12"
0.13
190
0.18
0.00
0.04
0.08
0.13
0.15
200
0.20
0.00
0.04
0.09
0.15
0.17
210
0.22
0.00
0.04
0.10
0.16
.0.18
220
0.24
0.00
0.05
0.11
0.18
0.20
230
0.27
0.00
0.05
0.12
0.19
0.22
240
0.29
0.00
0.06
0.13
0.21
0.24
250
0.32
0.00
0.06
0.14
0.23
0.26
280
0.34
0.00
0.07
0.16
0.25
0.28
270
0.37
0.00
0.07
0.17
0.27
0.30
280
0.40
0.00
0.08
0.18
0.29
0.32
290
0.42
0.00
0.08
0.19
0.31
0.35
300
0.45
0.00
0.09
0.21
0.33
0.37
310
0.49
0.00
0.10
0.22
0.35
0.40
320
0.52
0.00
0.10
0.24
0.38
0.42
330
0.55
0.00
0.11
0.25
0.40
0.45
340
0.58
0.00
0.12
0.27
0.43
0.48
350
0.62
0.00
0.12
0.28
0.45
0.51
360
0.65
0.00
0.13
0.30
0.48
0.54
370
0.69
0.00
0.14
0.32
0.50
0.57
380
0.73
0.00
0.15
0.33
0.53
0.60
390
0.77
0.00
0.15
0.35
0.56
0.63
400
0.81
0.00
0.16
0.37
0.59
0.66
410
0.85
0.00
0.17
0.39
0.82
0.69
420
0.89
0.00.
0.18
0.41
_0.85_ ._ -... _
0.73
430
0.93
0.00
0.19
0.43
0.65
0.78
440
0.98
0.00
0.19
0.45
0.71
0.80
450
1.02
0.00
0.20
0.47
0.74 -
0.84
460
1.07
0.00
0.21
0.49
0.78
0.87
470
1.12
0.00
0.22
0.51
0.81
0.91
480
1.16
0.00
0.23
0.53
0.85
0.95
490
1.21
0.00
0.24
0.55
0.88
0.99
500
1.26
0.00
0.25
0.58
0.92
1.03
Page 32

Table N170. Design Area Allowances for New or Expanded Hard Hose Traveler Systems
INTERIOR lane - in field with multiple overlapping lanes:
Hydrant Spacing based on 70 percent of wetted diameter,
(Areas shown are acreage outside starting/stopping gun location)
wetted start end Stop end wetted area, acres
diameter wetted
d area arc angle arc angle arc angle arc angle arc angle
feet acres 180 degrees 225 degrees 270 degrees 315 degrees 330 degrees
(B) (C) (D) (E) (F) (G)
150
0.12
0.00
0.03
0.06
0.09
0.10
160
0.13
0.00
0.03
0.06
0.10
0.11
170
0.15
0.00
0.03
0.07
0.11
0.13
18D
0.17
0.00
0.04
0.08
0.13
0.14
190
0.19
0.00
0.04
0.09
0.14
0.16
200
0.21
0.00
0.05
0.10
0.16
0.17
210
0.23
0.00
0.05
0.11
0.17
0.19
220
0.26
0.00
0.06
0.12
0.19
0.21
230
'0.28
0.00
0.06
0.13
0.21
0.23
240
0.30
0.00
0.07
0.15
0.22
0.25
250
A33
0.00
0.07
0.16
0.24
0.27
260
0.36
0.00
0.08
0.17
0.26
0.29
270
0.38
0.00
0.08
0.18
0.28
0.32
280
0.41
0.00
0.09
0.20
0.31
0.34
290
0.44
0.00
0.10
0.21
0.33
0.37
300
0.47
0.00
0.10
0.23
0.35
0.39
310
0.51
0.00
0.11
0.24
0.37
0.42
320
0.54
0.00
0.12
0.26
6.40
0.45
330
0.57
0.00
0.13
0.28
0.42
0.47
340
0.61
0.00
0.13
0.29
0.45
0.50
350
0.65
0.00
0.14
0.31
0.48"
_= "' "0-53
360
0.68
0.00
0.15
0.33
0.51
0.56
370
0.72
0.00
0.16
0.35
0.53
0.60
380
0.76
0.00
0.17
0.37
0.56
0.63
390
0.80
0.00
0.18
0.38
0.59
0.66
400
0.84
0.00
0.19
0.40
0.62
0.70
410
0.89
0.00
0.20
0.43
0.66
0.73
420
0.93
0.00
0.21
0.45
0.69
0.77
430
0.97
0.00
0.22
0.47
0.72
0.a1
440
1.02
0.00
0.23
0.49
0.76
0.84
450
1.07
0.00
0.24
0.51
0.79
0.88
460
1.12
0.00
0.25
0.54
0.83
0.92
470
1.16
0.00
0.26
0.56
0.86
0.96
480
1.21
0.00
0.27
0.58
0.90
1.00
490
1.27
0.00
0.28
0.61
0.94
1.05
500
1.32
0.00
0.29
0.63
0.98
1.09
Page 33

GRA-MAC DISTRIBUTING COMPANY
Design — Sales — Service
COMPLETE IRRIGATION SYSTEMS
TELEPHONE: ADVANCE EXCHANGE
(9191 908.3232
19191 928.3800
Beallgray Farms
Linwood, NC
Specification Sheet
1. Acreage under the traveler coverage ±140 acres.
ROUTE 2, 80X 212
MOCKSVILLE, N. C, 27028
2. System is designed using an Amadas 2450L Slurry Reel with 1050' of 4 1/2"
ID PE hose, hydraulic drive, and a Nelson SR200 gun.
3. The Nelson SR200 gun is intended to operate with a maximum ring orifice
of 1.56" at 70 PSI, 445 GPM, with a diameter throw of 430'.
4. Lane spacing will be 300' (430 X 70%).
5. stem is.designed to operate with a 60 HP electric slurry pump,
SFr Cornell X 14T, 1750 RPM, as the primary pump at the lagoon.site.
This pump is capable -of pumping 670 GPM at 82 PSI (190 head feet), which
ACHED is the proper condition for�aRerating the Valley Slurry Pivot already on
r �OAJ the farm. This Cornell pump can aIm-su_pply 445 GPM at 84 PSI (195 head
'Zk NNc feet) for operation of the traveler.
_
041 P11V
G The customer has been using a Doda PTO Slurry pump tn,move their lagoon
5y57, waste and will continue to use this pump as a booster at the -tra tiler
location to increase the slurry pressure by approximately 40 to 50'PSI-.
6. Traveler system pressure requirement:
Gun 70 PSI
1050' "of '4.5 ID hose =F28` ` PSI
1400' of 8" PVC Pipe (.26/100') 3.6 PSI
2000' of 6" PVC Pipe (1.0/100') 20 PSI
Misc
5 PSI
126.6 PSI
293 Head Feet
7. For the traveler, friction loss in 8" PVC @ 445 GPM is .26 PSI loss per
100' and the velocity is 2.98 ' per second.�-The friction loss -in 6" PVC
@ 445 GPM of slurry is 1.0 PSI loss per 100' and the velocity is 5.0' per
second.

TELEPHONE: ADVANCE EXCKANGE
19191 998.3232
[phone]
,tiOcx - .1'r:r'1i+r:1:
COMPLCTC IRRiGATiON SYSTr_M5
Bea-, ? grav Farms
Page 2
ROUTE 2, BOX 212
MOCKSVILLE. N. C. 270Z8
For the pivot system, the friction loss in the 8" �70 GPM is .54 PSI
loss per 100' and the velocity is 4.49 ' per
8. The traveler application Late is based on the inff_ rate of .6 to
3.0 inches per hour from the soils map of the `arr-..
Traveler application rate in inches/hour:
application rate = 96.3 (GPM) 350°
3.1416 (Guy. Radius Y 90`'; , 270°
= 96.3 (445)
.. 1.34
3-1416-- (�-21.5 X 9,
.50 inches -Der hour
travel speed = 1.605 (GPM)
Application X Lane Spacing
= 1.605 (445)
.75 X 300
3.18 feet per minute
For a .75 inch application the traveler must move the gun cart 3.18 feet
per minute across the field. The 2450L has a speed range of 1 foot to
6.67 feet per minute.

05/25/95 14:19 GR 'AC 17046378077
i
N0.645 P03
GRA-MAC DISTRIBUTING COMPANY
Design --- Sa)vs -- Serlrice
COMPLETE IRRIGATION SYSTEMS
TE;Lr.PHQMf.: ADVANCE EXCHANGE
10191 12QB-2292
10191 996-98no
5- z s - 9 s
ROUTc 2. Box 2$2
MOCKSVILLE. N. C. 27020
LI g
LL � CpizuQ11 4 X x Y T1 ,delrLed�
/
�" GYituu' - 7�-

4
sc
Ja
Z - -- - _ _ _ �_. J._• -
EED.:-:VRRIOUS;RP ----`� :
•�"�--=1- !: :i: '_ :�- ;`� - 'i-'-'�" .�•. - -- :. �.rr..•{-•�-i-- _". is .i. �, Y •_ _ `. S;7:f:._.j_!.
in
Lij
Ase
40
--
ss+
7
Ln
N
LO
Q
:.. = U.F,!. g "LMS PER I%JI U _. .
0 280 . 40g . i GOQ:. 80@. �000 :. 1200: 1408' 1600
4@- 80 140 lf0 200: - 240- . 2Q0'- - 3gQ_ - 360-
CLsic iM TERS PER 1401�IR
, ORIEGON.,f SC 6004

BIG GUN° PERFORMANCE TABLES
100 SERIES BIG GUNS - 240 TRAJECTORY"
100 T TAPER BORE NOZZLES
U.S. UNITS
N91z re
'.5"
GPM 01A,
Nozzle
'.55"
GPM DIA.
Nozzle
.6"
GPM DIA.
NOZZIC
.65'
GPM DIA.
I Nozzle
.7"
GPM DIA,
Nozzle I Nozzle
.75" I .6"
GPM DIA, GPM Din
Nozzle
I -85"
GPM DIA.
Nozzle
.9"
GPM DIA,
Nozzle
1,0"
GPM DIA.
40
47 .
191'
57,
202' .
, , 66 :__.
213'
78
222'
91
230'
103
240' I 118
250'
131
256'
152
262'
50
50
205'
64
215'
74
225'
87
235'
100
245'
! 115
256' 1130
265'
! 150
273'
165
280'
204
300,
60
55
215'
, 69 . ,
227,
81, , --,
240'
_ 96 ,,.
250-
110
260'
126
270' 143
1155
280'
I 164
288'
182 '....
295'
224 ,
316,
70
60
225'
75
235'
88
250'
103
263'
120
275'
136
283'
295'
302'
197
310,
243
338'
BID
64
235'
_
79
248' '
94'
260•
110'
273'
128
285'
146
295' 155
305'
1177
189
314
210
325'
258
354'
90
68
245'
83
258
100
270'
117
283'
135
295'
155
306. 1 175
315
20t
326-
223
335'
274
362'
100
72
255'._
- 87:.:,-,.268'„
, 106 -.'
,280'-
, 123......
293'
143
305'
163
316' I 185
325'
212
3361.
235,•
_..: 345'
289..
372'
110
76
265'
92
276'
t17
290'
129
303'
ISO
315'
171
321' 195
335'
222
344'
247
355'
304
380,
Nvaila0le only wilh r11JU a SHIW.
100 R RING NOZZLES
100 DIN DIFFUSER NOZZLES
P51
.7t A1NG
GAM DIA
.77 RING
I GPM DIA
.81 R:NG
GPMDIA
�86 RING
GPM DIA
.09 RING
GPM DIA
.93 RING
GPMDIA
.36 R;NG 1 0.5 DN
GPM DIA DIA
0.6 ON
GPM DIA
0.70N
GPM DIA
O.BDN'
GPM DIA ?
:.�.-
II — —
.66 168
.182
811
._ 700.,196
a0
5
66 206
78 212
9t 215
103
' a5 154
91
91 t82
t96
5D-,
74.; 220 m.
y
Y 225a:,
191 235, _.
1f5�240
119. 235
134 236
167' 240 I 60 165
_.66�768
_,74 .176;�,
_,_,..100 :196.7-
-"--tt8
GO
al 235
96 240
110 245
125 260
141 270
164 275
I 183 Z !t — --
110 200
143 216
70
,':. 85,:245',_7
;;:104:`,250„„
�_^119,_260 �"
�: 135_ 275,
__�12.
5290";_
_'__177 295
198 304
80
94 255
Ill 265
127 275
145 285
163 300
189 305
'
.. 90 a.._;,.99,'265,;....
......v...
r,�1i7;,275�.;::,i�734;y285�.:,
.._._
,..
...,.154..295.'.,
_ 173..310.:._
..
.....201 315.,.
..
_224 325 .. II
.`..._....`.,..
.."...:.-.....T..
.......... �.....I
too
105 270
124 280
142295—
162 305
182 320
2t2
110
-'11tl' 275
-:'130290�'""'149."305�'•'
.7. 170' 315•;.
191' 325"
222 335
248 345
"Tne diameter of throw I5 aoproxrmatgty 3's6 less for the 210 trajectory angle, 6?b less for 184
'150 SERIES BIG GUNS - 240 TRAJECTORY"'
150 T TAPER BORE NOZZLES
PSI
N0111e
7"
r GPM DIA.
Nozzle
B"
GPM OEA,
Nozzic
9"
GPM DIA,
NOz,90
0"
GPM DIA
Ne2710
C;Pr::
ptA
Nozzle
GPM DIA,
ozz
Nozzle
GPM DIA.
50
100
250'
130
270'
165
290'
205
310'
i
3":9'
300
345'
350
360' .
60
110--
265'
143-
285'
182
alas'
225
325
2"5
330
365'
385
380'
70
120
280
155
300, _
- 197
320'
245
340'
I 295360,
I 355
380'
415
395'
80
128
290'
s65
310'
210
335'
260
355'
315
'5'
360
395'
445
41p'
90
135
300'
_ 175
320'
223
345'
275
365'
335
I
330' I
405
410'
475
425'
I 100
Ida
310'
185
330,
235
355'
290
375
355
400'
425
420,
$DO
440'
110
150
320'
195
340'
247
365'
305
355'
370
410' I
445
430'
525
450'
L 120
157
330'
204
350'
258
375'
320
395'
1 3F5
411.111,
465
440'
545
460'
150 R RING NOZZLES
PSI
Ring
.850
GPM
DIA,
GPM
Ring
.97"
DIA.
Ring
1.08"
GPM
DIA,
Rinp
1.18"
GPM
DIA
rrnc
1.26"
3PM
DIA
Fling
1.34"
GPM
DIA,
Ring
1.41"
GPM
DIA.
50
100
245'
130
265'
165
285'
205
300'
255
320'
300
335'
350
350'
60
110
260'
143
280'
182
300,
225
315'
275
335'
1 330
350,
385
365'
70
120
270'
155
290'.
197
310,
245
330'
I 295
350'
I 355
365'
415
380'
80
128
250'
165
300•
210
320'
260 '
340'
3l5
350'
380
380,
445
395'
90
135.
290, ,.
175..,,_
310'
223
330'
275
350'
335
370,
405
390'
475 ,
a05'
100
143
300'
1115
320'
235
340'
290
36tl'
355
350'
425
400,
Soo
415'
,to
150
310'
195.
., 330".
247
350,
305
370'
I 370
390'
445
410,
525
425'
120
157
315'
204
335'
258
360'
320
380,
385
400,
455
420'
545
435'
'The Diameter 01 throw is approximately 3% Vess IOr tha 21' trajectory angle.
200 SERIES BIG GUNS - 270 TRAJECTORY"
200 T TAPER BORE NOZZLES
PSI
Nozzle
105"
GPM DIA.
NOzzie
1,1"
GPM DIA.
Nozzle
t,2"
GPM DIA.
NOzziC
t.3"
GPM DIA.
N021Ia
I,4^
r GPM DIA.
Nozzle
5"
GPh1 DIA,
Nozzle
1,6"
I GPM DIA.
Nozzle
1.75"
GPM D1A.
Nozzle
1.9"
GPM DIA.
60
250
345'
285
3551.
330
375'
385
390'
445
410,
I Sty
430,
I 585
445'
695
470'
825
495'.
70
270
360,
310
380'
355
395'
415
410'
"0
430'
555
450'
1 630
465'
755
495'
890
515,
80
29D
375'
330
395'.-
380
410'
445
430'
515
450'
590
470'.
675
485'
805
515'
950
535'
90
310
390'
350
410'
405
425'
475
445'
545
465'
625
485'
715
505'
855
535'
1005
555'
100
325
400'
370
420'
425
440'
500
460,
$75
480'
660
500,
755
520,
goo
550,
1060
575'
Ito
34o
410,
390
430'
445
450,
525
470'
605
495,
695
515'
790
535'
945
565'
1t10
590'
120
355
420'
405
440'
465
460'
545
480'
530
505'
725
530'
I 825
550'
985
580'
1160
605'.
130
370
425'
425
445'
485
465'
565
485'
I 655
515'
755
540'
I 650
560-
1025
590'
1210
62D'
200 R RING NOZZLESw-
PS I
I R,ng
(129" aClual)
GPM DIA.
1 !n" Ring
(1.46" aClUa1)
GPM DIA.
I i'."
(1.5G'
GPM
Rmg
actu4N
DIA,
I +
(1 GG"
Gpht
" Rinp
C _1)
DIA
t V,,`
11.7A"
GPM
Ring
acluall
DIA
1 'y." Ring
(1.83" acluall
GPM DIA.
2" Ring
(193" Actual)
GPM DIA.
50
230
325'
300
3551.
350
370'
410
390'
470
405'
535
420'
640 435'
FO
250
340'
330
370'
385
390'
445
410,
515
425'
505
440'
695 455'
70
270
355'
355 -...,
385' ..
415
405'
400,
425'
555
440'
630
-'455' -
-. 755.. -,,,475' ..
80
290
370'
380
4D0'
4a5
420,
515
440'
500
455'
675
470'
SOS- 490'
90
310
300' ..,
405 '`'.
415'',,'
475 -_
435'
545
455'-
625
470'
715
485'
855 SOS,
1DO
325
390,
425
425'
500
445'
575
465'
660
480'
755
500'
900 520,
110
34D
400'
445.;'.:;"
435'_
525
455'
605
475'
695
490'
790
5101
D45 . 535'.,
120
J55
4t0'
465
445'
545
465'
630
415'
725
500,
825
520,
985 545'
130
370
415"
485'
450'
565
470'
855
490'
755
505'
860
525'
1025 550'
• • Iho DiamvlM 01 IMOw 15 approximately 2% less for She 24" trajectory angle, 50.a Ic65 to., Ine 2i" 1rllcclO+y angle
The GIG GUN' per$vrriance ODIa has been 0WItinee under i0Ca1 tesj conogion5 ano may ou advcrselV WI0Cied uy wino. pUDr nydiauhc entrance COndillOns or other lactgrg.
Nelson Irngallon Corporm,on mixes no reDrC5e111a lion r,!q .1x.'inri dronlel concitmil. i; Il llQ ifllrty, 0: apilication rate. 7

I
Wettable Acres Determination Certification
Name of Facility: BEALLGRAY FARMS INC. Facility Number: 29- 03
Owner(s) Name: JAMES GRAHAM Phone No: 336-956-7762
Mailing Address: 1218 BELMONT RD. LINWOOD, NC 27299
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Detc=r ination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an lrrigation Specialist or
Professional Engineer has ceftified the design and installation bcfoti�l.
Owner Name'
Owner Signal
Technical Specialist Name:
Technical Specialist Signati
LLOYD PHILLIPS JR.
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation SpecialiWPE Name:
Irrigation Specialist/PE Signature:
Date:
Submit this form -to: ,
Attn: Sonya Avant z
Non -Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
-Raleigh, NC 27699-1617
WADC -.7/99

Davidson Soil and Water Conservation District
301 East Center Street - Lexington. NC 27292 - {phone [phone]
WASTE UTILIZATION PLAN REVISION III
James Graham
Beallgray Farms, Inc.
Application # AWC 290003
In regard to solid feedlot animal waste. Waste is scraped and land applied, to, growing
crops as weather permits. During winter months or when soil conditions do not allow
field application, waste, urine, and runoff water enters a waste storage pond. Liquid from
storage pond is applied through an irrigation system. Solid waste is not stored under roof,
however any runoff from rain events will enter waste storage pond.
Waste can he stored outside on feedlot for a minimum. of 90 days.
James Graham, Operator
-)at [! t')
Date
Lloyd PhHlips,'Jr
District Resource Specialist
CONSERVATION - DEVELOPMENT • SELF •GOVERNMFNT

Davidson Soil and Water -Conservation District
301 East Center Street - Lexington, NC 27292 - Phone [phone] - Fax [phone]
WASTE UTILIZATION PLAN REVISION:
JAMES GRAHAM
BEALLGRAY FARMS INC.
APPLICATION # AWC290003
DAVIDSON COUNTY
1. 'TOTAL APPLICATION AMOUNTS OF ANIMAL WASTE BY IRRIGATION ARE NOT TO EXCEED
'.iiV E INCH IN ANY APPLICATION EVENT FOR ANY FIELD OR PORTION OF FIELD, FOR
ANY SOIL TYPE OR CROP.
2. CORN SILAGE R.Y.E. ARE TAKEN FROM USDA/NRCS SOIL SURVEY -DATA FOR DAVIDSON
COUNTY. ALL FIELDS ELIGIBLE TO RECEIVE LIQUID ANIMAL WASTE ARE IRRIGATED
WITH FRESH WATER ALSO. DAVIDSON SOIL SERIES HAS A R.Y.E OF 22 TONS PER ACRE
PER YEAR FOR CORN SILAGE. SINCE THESE FIELDS ARE IRRIGATED WITH FRESH WATER
YIELDS WERE INCREASED 9%. THIS ACCOUNTS FOR THE YIELD OF 24 TONS/AC/YR
SHOWN ON WUP. THE DAVIDSON SOIL SERIES FOR CORN WHICH IS NOT IRRIGATED
IS LISTED AS 22 TONS/AC/YR. THE MAXIMUM RATE OF 12 POUNDS OF PAN PER TON
WAS USED FOR BOTH IRRIGATED AND NON -IRRIGATED. THE 9% INCREASE FOR
IRRIGATED CORN YIELDS WERE DISCUSSED WITH THE EXTENSION SERVICE AND NCDA
AGRONOMIST.
AMES GRAHAft, OPERATOR
date
LLOY PHILLIPS
TECH. SPEC.
CONSERVATION - DEVELOPMENT - SELF-GOVERNMENT

U. S. DEPARTMENT OF AGRICULTURE
Soil Conservation Sarlice
PLAN OF EXCAVATED WASTE STORAGE PIT
MC-ENG-40
Ray. 7/91
NAME: --1��F//s.,��„ , F.,. s —Date: //3QfJ
County: J et,/,0_56 )
Address:
/s
74E Yd GNl
,23 G
LINOT14
-7:/
EIDE SLOPE 2 TO 1 /
AVE. IMF ELEV.
�14MID SECTION
AVE. BOTTOM ELEv.
LENGTH
Pa
(Sae back !oi velum calculations)
Use of facility: GrJ,ss/r Sl,,,,-,r P0,w
capacity: /,7o Ls7 Gallons 2..2 Z,122 Ft3
Soil Type:
Bench Mark Description
Bottom.
Normal Liguid Level
Storage for normal Precip.
Maximum Liquid Level
25 yr. Storm Storage -
Crest ESW
Max.Flow Depth
Freeboard
Top of Dam
J 1)._
.u= /aeg7
• / 1
Elev.
Elev.
(+)
Ft.
Elev.
M
Ft.
Elev.
M
Ft.
(+)
Ft.
Elev.

U. S. DEPARTMENT OF AGRICULTURE
Soil Conservation SarOlca
PLAN OF EXCAVATED WASTE STORAGE PIT
MC-ENG•40
Rev. 7/91
NAME: A9 fr� �ti /ems Date: //3/AS.S - - -
County:
Address:— A14,rlZ y. / e.Jlu_ - - -
•
I.-
LENGTH
it DE SLOPE 2- TO t
/
.�. AVE. TOP, ELEV. /oW
� o
���2251M1D sEDTrOM
/ lls7j.
1/ 1
AVE. BOTTOM ELEV. % T
i
LENGTH _ I
209'
/Vv� ,v>�s,�N���y•N�Zcs
(see back for value calcviations)
Use of facility**— A4flz S_ _A­tsr Po,,kv-
Capacity: LIM= Gallons 283,283 Ft3
Soil Type:.
Bench Mark Description
Bottom.
Normal Liquid Level
Storage for normal Precip.
Maximum Liquid Level
25 yr... Storm -Storage.
Crest ESW
Max.Flow Depth
Freeboard
Top of Dam
/G
Elev.
Elev.
(+)
Ft.
Elev.
Elev.
{+)
Ft.
{+)
Ft.
Elev.

U. S. DEPARTMENT OF AGRICULTURE ' ' NC-ENG-40
Soil Conservation Sortie* Rev. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: ----=°��'�'s .Date:_lh'a-f..�
County: phylosow
Address: /„/AS144- ' Y,I oN4
3.-. l s745,e
3 sa .
ENO TH
SIDE SLOPE ?---TO 1
A \\ AYE. TOP &LEY.
010 910TION /wry 40
g
/ AVE. 'EOTYOr ELEr. :1�9
-- - - LENGTH _—_ _'
we
(Sea book !or voium calculations)
Use of facility: — 1-1oil-C S'14'Agr
capacity: i3dz�s Gallons— _ /z,��,3 Ft3
Soil Type:'
Bench Mark DescFipt on
Bottom.
Normal Liguid Level
Storage for normal Frecip.
Maximum Liquid Level
.25 yr. Storm storage
crest ESw
Max.Flow Depth
Freeboard
Top of Dam
BTJMMARY__
Elev
Elev.
(+)
Ft.
Elev.
{+)
Ft.
Elev.
(+}
Ft. ,
{+}
Ft.
Elev.
j

U. S. DEPARTMENT OF AGRICULTURE NC-ENG-40
Soil Conservation Service Rev. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME:
g7 /14- ` Pate:
'
County:
Address:
3�D
LENGTH
SIDE. SLOPE r,_,ro t
%
aod
d�
AVE. TOP ELEV.;
e �
1910 SECTIO01
10;
/f�O
J o
AVE, 'BOTTOM ELEV.
LENGTH
r � -
wf 1
(See back for voluiMe calcutations)
Use of facility: _ ?.+lM /E 576�,w e - -,t ,w.✓a{7?" v�.�d - - ,_
Capacity: Gallons � 39o1y-Ft3
soil Type: ' '
Bench Mark Description
Bottom.
Normal Liquid Level
Storage for normal Precip.
Maximum Liquid Level
25 yr..Storm Storage
Crest ESW
Max.Flow Depth
Freeboard
Top of Dam
Elev.
Elev.
-
(+)
Ft.
Elev.
(+)
Ft.
Elev.
m
(+)
Ft.
(+)
Ft.
Elev.
0

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)].= Ft3
.... 3ya/ 5/� 'F� 3
Another equation for.determining the volume of a trapezoidal
excavated pit with constant side slopes -is:
V Q 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 a 2
for 21/2 to 1 use Z - 21/z
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 2Zd
{ �
3

. _ _. . "rt 1-d'.:if,'ir. mil'¢" ° ':.`' -a. ryx h,'",, .Ir ' y'H,.c `,..i:•:4:��'. . F"r31..rJ.Tir':.1f..i
US DepaY•tMERnt of Agriculture
Soil Conservation Sarvica
RUNOFF COMPUTAT 1014! SHEET -- -
prepared for -
in
Davidson County, North Carolina -
Designer
. L Phillips
Checker--------- ------
Date
03;02/95
Date . -_______________
]S�-'1S-'!�T.-F-�!'F-]S-']C 5'����'T. .w.
'F'T."1!' R'"I."'F.'"l5"TCF�IS'�T. T. TT-R'TS"F.'c��'}C'1ST. ����'iS T.••5'•5•'T. T. T. TS'Y.'7C'T.'� T."is T."R'F T. �T. F. Ti TS-.S l'f"-R--F']T T. 'T. ���-!
Runoff
Calculations
.. .. .. ... .....-..-...... _....— .....—_J. r. w.
Land Use
_.-..... «..--.--_...............................�—...
and Condition
�.— ... .. �• V--.- --------__---��..—....-...i
Acres
___��FYw+-+NRi •-9i' :p!^w --
by hydrologic soil.,,,group
ac . A
ac . D ac:. C `C:.= D
----.....---...-----...._—...........--...Y«....
Roads, Including
----___---_.--.................--........"�-------------------------
rights -of -way
D i r t
----
72
6 ...xE32 87 ,'. 89
Urba-n Areas *-- VEGETATION
ESTABLISHED
Pavement,roofs
-commercial
- --- -- - 9E3
6.4x98 _ - - -98
Watershed Slope
- 3.0 % Drainage"Ati-ea = _-_12.9-acre?s
'"_CUr:ve :Nurnb_gr_- `-90_`
Watershed Ler;gth
= 900 ft.
--'Tc-- =. O.IE3
hr. _ -Rainfall ;Type = I1
_.._Perak
Frequency
24-hr rainfall
-Runoff _-
discharge--
1 •- yr.
3.0 i
-_::I 9A in.
- '34 cfs.
2 - r�-.
3.5 in.
- =._. —2.45 ir,�.._._
.. - 42 cf :- - 4�L16 _
".�:. -
5 - ���-.
4.4 in.
_�� -3.3Cr in.
-- 57 s;.--. --=r. G:0-"---
10 - yr .
5.1 in.
3.97 in.
69 cfs. ':-'0..04
25 -- yr .
6.0 in.
4..25 in,
84 cfs. , '-: ,1--0.04
50 - ;rr .
6.6 in.
5'.42 in.
95cr-fC;. 0.03
J1
ry
r/•�
Dra'l-na a Cu7'-'`des
Qa --`
4.0 Cfs.
OC= 1 . 1 C,fs,.
a •-
2.0 c'f s .
Qd - 0.6 c.fs

�
err
� .
� .
�
_____

WASTE ' UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall 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 which 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 waste, he/she shall
provide a copy 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
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application 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 that is eroding
at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
5. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. When 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 or flies.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the 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.
. . - Page: 7

WASTE ' UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or 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.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied inI�manner not to reach other property
and public right -of --ways.
15. Animal waste shall not be discharged into surface waters,'
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management
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.
Page: 8

WASTE ' UTILIZATION PLAA
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plane which will eliminate the
o an_illegal discharge, pollution and erosion.
19. Waste handling
be inspected on
and spills. A
site.
structures, piping, pumps, reels, etc., should
a regular basis to prevent breakdowns, leaks,
regular maintenance checklist should be kept on
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant 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
element. 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 for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
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.
Page: 9

EMERGENCY ACTION PLAN
PHONE i` UNI HERS
DWO 910-771--4600
EMERGENCY M.-L�iAGE:MENT SYSTEM
SWCD Atn-242-2w5
N IRCS
This plan wi11 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 vour 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 darn.
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.— r
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. CIose valves to eliminate furrher discharge. .
d. Repair all leaks prior to restarting pumps.
D'. Leakahe from flush systems. houses. solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all in the house. tiush systerns, or sciia separators.
L�e_�ttti-wer 1S. i�,c�,

e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage,
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fail
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 arty 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 su ace waters?
f.. Could a future rain event cause the spill to reach surface waters:'
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 hou�s, all your DWQ {Division of Water Quality}
regional office; Phone y'° "� y'0°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. S� �.2a7s
d. Contact CES, phone number - - . local SWCD office phone number l-
and local NRCS office for adviceltechni cal assistance phone number - PV2.2° 7S
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:
2 De_e-mber l -�. 1996

6: Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Dame: j10!4C/ -10 s
b. Phone: *pe-/ a4.z — � j 7Sr
is implement procedures as advised by DWQ and technical assistance agencies to
rectify. the damage. repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
December IS. 1996

Insect Control Checklist for Animal Operations
Sltorce Cause 11101"S In Conti'o1 Insects - - - F Site Specific Practices --
Liquld Systems
F111sh Ciuucts Accumulation of solids ❑ Flush systent is designed and operated
sufficiently to remove accumulated solids from
gollers as designed.
❑ Remove bridging of accumulated solids al
_ discharge
t_,lgutnts and Pils • Crusted Solids W-Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than G -
8 inches over mare than 30% of surface.
Ia,ccssive Vegetative • Decaying vegetation W—Maintain vegetative control along hanks of
t it lnvth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along ►eater's edge on inipoundnienl's perimeter.
E
Dry Systems
1'cufct:.--- • Feed Spillage R—Tesign, operate and urtintaia feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
GYCleau up spillage on a routine basis (e.g., 7 - 10
day interval during summer; I5-30 day interval
during winter).
Ie Accumulations of feed residues ttetln:ce utaisutre accntmltlation within and
around itmnuliale perimeter of fired storage
areas by insuring; drainage away frolo situ
amVor providing adetpuae coutaitimem (e.g.,
covered bin tier brewer's grain and similar high ,
Moisture grain products). •
❑ Inspect titr and remove or break upi accunniiatcd - -� - &.
solids in tiller strips around lecd storage as
needed.
d! t•f' t l..r...I'll—r i t 1904 14v.r 1

Snnrce Cause IIMPs to Control Insects. Site Specific Praclices
Animal I folding Areas Accumulations ol-anintat wastes PF Eliminate low areas that trap moislure along
and feed wastage fences and ollher locations where waste
accumulates and disturbance by animals is
inimal.
B Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and .
remove or break up accuutulaled solids as
needed).
Dry hlamire I landling • Accumulations of animal wastes R'Remove spillage on a routine basis (e.g., 7 - 10
Spstc�ns day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
provide for adequate drainage around manure
stockpiles.
MP1 nspcct for and remove or break tip accumulated
wastes in filler strips around stockpiles and
manure handling ure:as as needed.
Ivor more hil'annation contact the Cooperative Extension Service, Deparlmeni of Enlomnlogy, Box 7613, Norlh Carolina State I Iniversity,
Raleigh, NC, 27695-7613.
i
j
AAIll, - thivember 11, 1996, Pate 2

Dairy Farm Waste Management Odor Control Cherklist
Sources' _ -
— - Cause ---
— RAtPS 10 h'ltlilillize 04101' --- —--`TSite Specific Practices
I arulslLall
Dairy production
Vegetative or wooded buffers
F-r—Recomotendcd best management practices
Q-10ood judgment and comnlon sense
Paved [tits or barn alley
• Wet manure -covered surfaces
Fr Scrape or flush daily
surtaces
PrIlromole drying wilh proper ventilation
B'Wouline checks and maintenance on waterers,
hydrants, pipes, stack tanks
[lorded areas
• Urine
Ft—fifo note drying Willi proper ventilation
• Parllal microbial decomposition
Replace Wet or manure -covered bedding
hlanurc dry slacks
Partial microbial deeompositiciii
Provide liquid drainage for stored manure
Sturage tank or hasin
• Partial microbial deconiposltlon ;
n notion, or midlevel loading
:1131' e
• Mixing While filling ;
n Tank covers
• Agitaliou when eniplyilig
n Basin surface mats of solids;
0 h`linbui?e lol ninoff and liquid additions
n Agitate only prior to manure removal
Cl I'rc►vcu bicilut;ical additives or oxidauls
Sculing koiu suifiiccs Partial microbial decomposition n I_itluid draillagc Ircun settled stilids
- •
Mixing Wlllle filling
fl
lt4nlove solids regularly
•
Agitatiou when cniplyin6
Manure, slung or sludge •
Agitation whcu spreading
Cl
Soil injection of sttirry/sludges
�.prcader uullccs .
Volatile gas einissiolls
CF—Wash residual manure from spreader after use
n
Proven biological addilives or oxidants
I lllcovelell Inutile, a
Volatile gas culissions while
n.
Sail iujeeliun ul'shury/sludges _ W
shirty or sludge on field
drying ;, .
n
Soil incorporation within -IB lirs
silllaces
i'`'}}
R Spread in thin unifarni layers for rapid drying
n
Proven hiolobical addilives or oxid_an_l_s
f'lilal► Lil►Ls
Agilatinii o6aycled l.igoun
n
Flash tank covers,
licµlid While iaiih-s are filling
n
uxiencl lilt lines to near hottunl III' I.Inla wilh
;,
anti siphon vents
Ooviidc drain colleciion
Agilation during ►vaslewaler
91711ox
covers
or iunelino boxes
coliveyance
Ahi()(' - 1,hivember 11. 1996,
Page

Source
Cruse
RMPs to h1iolmice Odor' Site Specific Practices
- -
Lift Slalions
0 Agitation during sump lank
r} Sump tank covers
filling and drawdown
Fod of drainpipes at
• Agitation during waslewaler
Fxlcnd discharge point of pipes underneath
lagoon
conveyance
lagoon liquid level
Labuoo surfaces
0 Volatile gas emission;
Proper lagoon liquid capacity;/
- Biological mixing;
W
fd Corrccl lagoon startup procedures;
• Agitation
W-Minimum surface area-lo-volume ratio;
Minimum agitation when pumping;
9 Mechanical aeration;
R---proven biological additives
Irrigation sprinkler
0 1ligh pressure agitation;
F (Irrigate on dry days with little or no wind;
noczics
- Wind drift
R- Minimum recommended operating procedure;
R'l'ump intake near lagoon liquid surface;
iKPump front second -stage lagoon;
ir%losh residual manure from pipes al end of
shtrry/sludge pumpings
head atuimals Carcass decomposition Proper disposition of carcasses
Stall(ling water arnruui 0 Improper drainage; Grade and LIMIScape such Ib:tt Svalcr drums
lacllilic�, - hlicrullial decomposilion of away from I,aciiitics
Organic matter
hied traded into public - Poorly maintained access roads R"- Farnn access road maintenance
mods limn firm access
Additional Inl'unuauiou : Available from :
Cattle Nlanwe AManagemeut ; 0200 Itule/f1MP Packet NCSI I, County Exlensiun Center
Dairy Edncaliilia I l lrsit Manure Management System - Lake Wheeler Road Field Labnrdtory NCSI I - 11A1:
h1courl Design and M:uuagemcal for Livestock Manure ,freatmenl and Storage ; HBAIi 103-83 N(-Sl I - 11AF
Nlauabcnuew of Dairy Wastewater; Ii13AI= 106-83 NCSII - 11AE
t *ahInwion ol'Manure and Wastewater Applicalinn Filuipmeol ; MlAfi Facl Sheet NCSI I - IIAF
IJnisiwcc t'ooccrns iu Aoiotal blaoure ManageurcnC i)dnrs and Flies; PRO107. 1995 Coufere.uce Proceedings Florida Cooperative Vxlension
AN10t: - November 11, 1996, Page 2

Nlortaiity Management Methods
(check which methoa(,$) are being irnp!=nented)
Burial three feet beneath the surface of the ?:cund. within ?Y hours after
knowledge of the death. The burial must be at ;past =00 feet from anv {lowing
stream or public body of water.
Rendering at a rendering plant licensed under C.S.0 16S.7
J Complete incineration
In the case of dead poultry only. placing in a cis opal pit of a size and design
approved by the Department of Agriculture
_J Anv method v,•hich in the professional opinio-i of ` State Veterinarian would
make possible the salvage of part of a dead s aiue without endangering
human or animal health. (Written aonrova, of tl:e Star-- Veterinarian must be
attached)
F

0 !r C 01r lr., A ult :r .11 E:'
Agri -Waste Management
Biological and Agricultural Engineering North Carolina State University .
LIVESTOCK VASTE SAMPLING, ANALYSIS AND CALCUUTION
OF LAND APPLICATION RATES
,lames C. Barker*
I. SAMPLE COLLECTION
A. Semi -Solid Lot Manure
i. Scraped directly from lot into spreader
a. From loaded spreader, collect about 2 lbs of manure from
different locations using nonmetallic collectors.
ii. From storage
a. Collect about 2 lbs of.manure from under the surface crust
avoiding bedding materials and using nonmetallic collectors,
B. Liquid Manure Slurry
L. Under -slotted -floor pit
a. Extend a 1/2" nonmetallic conduit open on both ends into
manure to pit floor.
b. Seal upper end of conduit (e.g., by placing a thumb over end
of conduit) trapping manure that has entered lower end, remove
and empty slurry into plastic bucket or nonmetallic container.
c. Take subsamples from 5 or more locations or at least'l quart.
d. Mix and add about 3/4 pint to nonmetallic sample container.
ii. Exterior storage basin or tank
a. :lake sure manure has been well mixed with a liquid manure
chopper• agitator pu.^np or propeller agitator.
b. Take subsam.ples from about 5 pit locations, from agitator pump
or from manure spreader and place in a plastic bucket.
* Professor and Extension Specialist, Biological and Agricultural Engineering
Department, North Carolina State University, Raleigh, ::C.

• 2 -
c. Mix and add 3/4 pint to a nonmetallic sample container.
C. Lagoon Liquid
i. Collect about 3/4 pint of recycled lagoon liquid from inflow pipe
to flush tanks in a nonmetallic sample container.
ii. From lagoon
a. Place a small bottle (1/2 pint or less) on end of 10-15, pole.
b. Extend bottle 10-15' away from bank edge.
c. Brush away floating scum or debris.
d. Submerge bottle within 1' of liquid surface.
e. Empty into a plastic bucket, repeat about 5 times around
lagoon, mix, and add 3/4 pint to r.o Metallic sample container.
D. Broiler or Turkey Licter
i. House litter
a. Visually inspect litter for areas of varying quality, e.g.,
areas around feeders and waterers, and estimate percent of
floor surface in each area.
b. Take about 5 litter subsamples at locations proportionate to
item a. E.g., if 20% of litter of similar visual quality is
around feeders and waterers, take 1 subsampie there and the
other 4 subsamples from remainder of floor surface.
c. At each location, collect litter from a 6^ by 6" area do:.-n to
earth floor and place in a plastic bucket.
d. After 5 subsamples have been added to the bucket, mix, and add
about-2-3 Ibs litter to a nonmetallic sample container such as
a 1-gallon freezer bag and seal.
ii. From stockpile
a. Take subsamples from about 5 locations at least 1V into pile.
b. Mix, add 2-3 Ibs to nonmetallic sample container and seal.

3 -
II. SAMPLE 'PREPARATION AND TRANSFER
A. Place sample into an expandable container that can be sealed. Rinse
residues from container with clean water but do not use disinfectants,
soaps, or treat in any other way.
B. Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
C. Hand -delivery is most reliable way of sample transfer.
D. If mailed, protect sample container with packing material such as
newspaper, box or package with wrapping paper, and tape.
E. Commercial sample containers and mailers are also available. Contacts:
i. AFL Eastern Agricultural Lab, Inc. iii. Polyfoam Packers Corp.
7621 Whitepine Road 2320 S. Foster Avenue
Richmond, VA 23237 Wheeling, IL 60090
Ph: [phone]_ Ph: [phone]
Li. Fisher Scientific Co.
3315 Winton Road
Raleigh, NC 27604
Ph: [phone]
iv. NASCO
901 Janesville Avenue
Fort Atkinson, WI 53538
Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
C. The NCDA provides this service for North Carolina residents.
L. Address: North Carolina Department of Agriculture
Agronomic Division
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P.O. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Ray Campbell
ii. Forward $4 along with the sample.
iii. Include the following identification information with sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (swine -nursery, finishing; turkey -breeders,
brooderhouse, grower, number flocks grown on litter; etc.)
c, waste type (dairy -lot scraped manure, liquid slurry; swine -pit
slurry, lagoon liquid, sludge; broiler -house litter, stockpile
iv. Routine analyses performed on all samples: N. P, K. Ca, Mg. Na,
S, Fe, Ln, 2n, Cu, B
v. Additional analyses performed upon request: DM. Mo, Cd, Ni, Pb

EXHIBIT F-4
CALIBRATION
Applicators can apply manure, litter and wastewater at varying rates and patterns, depending on forward travel
and/or PTO speed, gear box settings, gate openings, operating pressures, spread widths and overlaps.
Calibration defines the combination of settings and travel speed needed to apply manure, litter or wastewater
at a desired rate and to ensure uniform application.
52reader Capacity
Liquid spreader capacities are normally rated by the manufacturer in gallons. Multiply gallons 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.
Since manures and litters have different densities, an on -farm test should be done. Fill a five -gallon bucket level
full with material to be spread. Do not pack the material in the bucket but ensure that it settles similar to a
loaded spreader. Weigh the bucket full and then empty. Multiply the weight of the contents by 1.5 to get pounds
per cubic feet. Multiply this value times the cubic feet capacity of the spreader and divide by 2000 to get the
tons of material in a spreader load.
manure weight, lbs x 1.5 x spreader capacity, ft' - 2000 = spreader load, tons
Spreader Calibration
Calibration Method is This method is most useful for liquid spreaders but can be used for all types. Spread at
least one full load of manure preferably in a square or rectangular field pattern for ease of measuring with
normal overlaps. Measure the length and width of coverage recognizing that the outer fringe areas of the
coverage will receive much lighter applications than the overlapped areas. Multiply the length by the width and
divide by 43560 to determine the coverage area in acres. Divide the tons of manure in the spreader by the
acres covered to determine the application rate in tons per acre.
spreader manure, tons * (coverage length, ft x width, ft 43560 )
= application rate, tons/acre
Repeat the procedure at different speeds and/or spreader settings until the desired application rate is achieved.
Example:
What forward speed would be needed to apply 6.0 tons litter per acre from a spreader with a 6-ton capacity,
a 5-minute spreading time, and a 25-feet spreading width?
Forward speed, mph = capacity, tons x 495 -
time,min x width x rate, tons per acre
6 tons x 495
5 min x 25 ft x 6 ton per acre
4 miles per hour
Calibration Method 2: This method is often used for solid and semi -solid spreaders. A tarp or plastic sheet of
about 100 square feet (9'x12', 10'x10', etc.) should be measured for exact surface area (length x width),
weighed using a set of spring -tension or platform scales, then spread and pinned on the field surface. The
spreader should be operated at its normal settings, speed and overlap. With a rear discharge spreader, three
passes should be made: the first directly over the center of the sheet, the other two on opposite sides of the
center at the normal spreader overlap spacing. The sheet with the collected manure should again be weighed.
Subtract the empty sheet weight from the total weight to get the weight of the collected manure. Multiply the
pounds of collected manure by 21.8 and divide by the collection area of the sheet in square feet to get the

EXHIBIT F-5
application rate in tons per acre.
collected manure, Ibs x 21.8 1 collection area, ft2 = application rate, tonstacre
Repeat the procedure using different settings or speeds to obtain the desired application rate.
Sprggder Pattern Uniformity
To determine the uniformity of spread and the amount of overlap needed, place a line of small pans or trays
equally spaced (2-4 feet apart) across the spreader path. The pans should be a minimum of 12" by 12" or 15"
diameter, no more than 24" by 24", and 2%4" deep. Make one spreading pass directly over the center pan.
Weigh the contents caught in each pan or pour the contents into equally sized glass cylinders or clear plastic
tubes and compare the amount in each. The effective spread width can be found by locating the point on either
side of the path center where the manure contents caught in the containers is half of what it is in the center.
The distance between these points is the effective spread 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 area. "M", 'W', "steeple",
or "lopside" patterns are not satisfactory and one or more of the spreader adjustments should be made.

North Carolina Revised Universal Soil Loss Equation Worksheet
Owner/Operator: Beailgray Farms Inc.
County: Davidson
Tract: 4652 Date:
R Factor: 220 Assisted By: Lloyd Phillips
July, 2001
Field
2
Map
1 Unit
Kf I K
Adjusted
I Sloe
C
I El
I Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
I Table 12
Value
Row
Grade
I R G/Slope %
Ratio
I Contour
I Terrace
Strips
Factor
P
Soil
Loss
%
I L
LS
I Table 131
Table 14
Existing
DaB
0.28
0.22
5
150
0.68
0.018
100
2
1
B
0.5
1
0.20
0.72
0.72
0.43
Proposed
0.00
0.00
Field
3
Map
Unit
Kf
K
Adjusted
Sloe
C
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
I Hydro.
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
% I
L I
LS
Table 13
Table 14
Existing
DaB
0.28
0.22
5
150
0.68
0.018
100
2
1
B
0.5
1
0.20AnTerrace
0.72
0.43
Proposed
QI
0.00
0.00
Field
10
Map
unit
Kt
K
Adjusted
SlopeC
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R GlSlope %
RaUo
Strips
Factor
P
Soil
Loss
%
L
LS
le 14
Existing
DaB
0.28
0.22
5
15Q
0.68
0.177
100
4
1
B
0.57
1
0.20
0.77
0.77
4.49
Proposed
0.00
0.00
Field
Map
unit
Kf
K
Adjusted
SlopeC
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
%
L
LS
Table 13
Table 14
Existing
0.87
0.00
ProposedNEEMEMENERENN\\0.00
Field
Map
Unit
Kf
jAdjusted
K
SlopeC
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R G/Slope %
Ratio
Contour
Terrace'
Strips
Factor
P
Soil
Loss
%
L j
LS
Table 13
Table 14
Existing
0.00
Proposed
NEEMEN
0.00
Field
Map
Unit
Kf
K
Adjusted
Slope
C
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
%
L
LS
Table 13
Table 14
Existing
0.00
Proposed
0.00
Field
Map
Unit4
Kf
K
Adjusted
SlopeC
EI
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R G/Slope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
%
L
LS
Table 13
Table 14
Existing
0.00
Proposed
0.00

"{ `Norti��Carolina
t it . e
Uhher/0per9tor:
- C(Mnty: Davidson
Revised Universal Soil Loss Equation Worksheet
Beallg_ray Farms Inc.
R Factor: 220 Assisted By
Tract: 1016 & 4652 Date:
Lloyd Phillips
July, 2001
`jetd`f'
fir»' 1
I��ap
}
.!,Unit
Kf
K
Adjusted
Sloe
C I
El
I Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
I Terrace I
Strips
Factor
P
Soil
Loss
% L LS
Table 13
Table 14
Exisling.4
Dab',.,
0.28
0.22
5
150
0.68
0.018
100
2
1113
0.5
1
0.20
0.72
0.72
0.43
Pro jo ;ed
0.00
0.00
k Friel3!''
r i fai
7Ar'
Map
Unit
Kf
K
Adjusted
Sloe
C
EI
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
%
L
LS
Table 13
Table 14
Existing;
tr
DaB:-
0.28
0.22
5
150
0.68
0.177
100
4
1
B
0.57
1
0.20
0.77
0.77
4.49
`E 'y
Proposed
M.
0.00
0.00
Field ;°
11 i
Map
unit I
Kf
K
Adjusted
Sloe
C
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
%
L
LS
Table 13
Table 14
Existing.
Dab ':
0.28
0.22
5
150
0.68
0.177
100
4
1
B
0.57
1
0.20
0.77
0.77
4.49
Proposed',
0.00
0.00
Field `;
1
'A!i p
Unit
Kf
K
Adjusted
Sloe
C
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
%
L
LS
Table 13
Table 14
Existing r
Da$
;10)..Q80,22
5
150
0.68
0.177
100
4
1
B
0.57
1
0.20
0.77
0.77
4.49
Proposed.
=
0.00
0.00
Field
1A
;' h4ap
'Unit
Kf
K
Adjusted
Sloe
C
EI
Cover Cd.
Table 14
Ridge Ht
k Table 11
Hydro,
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
%
L LS
Table 13
Table 14
Existing
DNB
0.28
0.22
5
150
0.68
0.177
100
4
1
B
0.5r
1
0.20
0.77
0.77
4.49
Proposed
RRN
\;`�
_
0.00
0.00
Field
4
Map
Unit
Kf
K
Adjusted
Sloe
C
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
%
L
LS
Table 13
Table 14
Existing
IrB
0.32
0.26
5
100
0.62
0.177
100
4
1
C
0.76
1
0.20
0.87
0.87
5.46
Proposed
0.00
0.00
Field
, 5
Map
Unit
Kf
K
Adjusted
Sloe
C
El
Cover Cd.
Table 10
Ridge Ht_
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
%
L
LS
Table 13
Table 14
Existing
IrB
0.32
0.26
5
100
0.62
0.177
100
4
1
C
1 0.76
1
0.20
0.87
0.87
5.46
ProposedRMENNI
0.00

North'Carolina
r
Revised Universal Soil Loss Equation Worksheet
0i�:ner/Operator: Beallgray Farms Inc.
:Ccnty:: Davidson R Factor:
Tract: 4652 Date:
220 Assisted By: Lloyd Phillips
July, 2001
5.
'Map
' Unit
Kf
K
Adjusted
Sloe
C
El
Cover Cd.
Table 10
Ridge lit.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R G/Slope %
Ratio
Contour
ce Terra
Strips
Factor
P
I
Soil
Loss
% L LS
I Table 131
Table 141
Exi 1 ng
IrB
0.32
0.26
5
100 0.62
0,177
100
4
1
C
0.76
1
0.20
0.87
0.87
5.46
Prq�tosed
0.00
0.00
aid
Map
Unit
Kf
K
Adjusted
Sloe
C
El
Cover Cd.
Table 10
Ridge Ht,
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
%
L
LS
Table 13
Table 14
Exi t ng .
Pr=Posl
MeB 0.24 0.2 5
100
0.62
0.018
100
2
1
C
O.fi9
1
0.20
0.00
0.83
0.83
0.41
0.00
Wieldlj
9.
"' Map
Unit
Kf
K
Adjusted
Sloe
C
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R G/Slope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
% L LS
Table 13
Tabie 14
Existing , `
1 ,.0
MeB°'
0.24
0.2
5
100
0.62
0,018
100
2
1
C
0.69
1
0.20
0,83
0.83
0.41
Proposed
ONMEN
0.00
0.00
' Field `i•
11
Map
Unit
Kf
K
Adjusted
Sloe
C
El
Cover Cd.
Table 10
Ridge Ht,
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R G/Slope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
%
L
LS
Table 13
Table 14
Existing
MeB 1
0.24
0.2
5
100
0.62
0.177
100
4
1
C
0.76
1
0.20
0.87
0.87
4.20
Proposed
NER\
0.00
0.00
Field
12
'N1ap
Unit
Kf
K
Adjusted
Sloe
C
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydra.
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
Strips
Factor
P
Soil
Loss
%
L
LS
Table 13
_Terrace
Table 14
Existing ,
IrB, s`
0.32
0,26
5
100
0.62
0.177
100
4
1
C
0.76
1
0.20
0.87
0.87
5.46
Proposed
0.00
0.00
Field
13
`;,Map
Unit
Kf
K
Adjusted
Sloe
C
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
%
L
LS
Table 13
Table 14
Existing
IrB
0.32
0.26
5
100
0.62
0.177
100
4
1
C
0.76
1
0.20
0.87
0.87
5.46
Proposed
0.00
0-00
Field
Map
Unit
Kf
K
Adjusted
Sloe
C
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydra.
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
Terrace
SMps
Factor
P
Soil
Loss
%
L
LS
Table 13
Table 14
Existing
0.00
Proposed
0.00

North Carolina Revised Universal Soil Loss Equation Worksheet
Owner/Operator: Beallgray Farms Inc.
Tract: 1031 & 225 Date:
County: Davidson R Factor: 220 Assisted By: Lloyd Phillips
July, 2001
Field
6
I Map
Unit
Kf
K
Adjusted
Sloe
C
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro-
Group
Table 12
Value
Row
Grade
R G/Slope %
Ratio
Contour
Terrace
Strips
Factor
P
I
Soil
Loss
%
L
L5:j
ITable'113ITablel-I
Existing
IrB
0.32
0.26
5
100
0.62
0.177
100
4
i
C
0.76
1
0.20
0.87
0.87
5.46
Proposed
1
0.00
0.00
Field
7
Map
Unit
Kf
K
Adjusted
Sloe
C
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R G/Slope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
%
I L
LS
Table 13
Table 14
Existing
IrB
0.32
0.26
-5
100
0.62
0.177
100
4
1
C
0-76
1
0.20
0.87
0.87
5.46
Proposed
NNENN
0.00
0.00
Field
8
Map
Unit I
Kf
K
Adjusted
Sloe
C
EI
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydra.
Group
Table 12
Value
Row
Grade
R G/Slope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
% I
L I
LS
Table 13
Table 14
Existing
IrB
0.32 0.26
5
100
0.62
0,177
100
4
1
C
0.76
1
0.20
0.87
0.87
5.46
Proposed
0.00
0.00
' Field
9
Map
Unit
Kf
K
Adjusted
Slope
C
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R G/Slope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
% I
L I
LS
Table 13
Table 14
Existing
IrB
0.32
0.26
5
100
0.62
0.177
100
4
1
C
0.76
1
0.20
0.87
0.87
5.46
Proposed
0.00
0.00
Field
10
Map
Unit
Kf
K
Adjusted
Slope
C
El
Cover Cd-
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R G/Slope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
%
L
I LS
Table 13
Table 14
Existing
DaB
0.28
0.22
5
150
0.68
0.177
100
4
1
B
0.57
1
0.20
0.77
0.77
4.49
Proposed
0.00
0.00
Field
3
Map
Unit
Kf
K
Adjusted
Sloe
C
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R G/Slope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
%
L
I LS
Table 13
Table 14
Existing
DaB
0.28
0.22
5
150
0.68
0.177
100
4
1113
0.57
1
0.20
0.77
0.77
4.49
ProposedHNNNIIMENN
2
N
0.00
0.00
Field
7
Map
Unit
Kf
K
Adjusted
Sloe
C
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R G/Slope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
%
L
LS
Table 13
Table 14
Existing
IrB
0.32
0.26
5
100
0.62
0.177
100
4
1
C
1 0.76
1
0.20
0.87
1
1 0.87
5.46
Proposed
I
NEI
I
KNEEN
1
0.00

y North Carolina ^�•f ; Revised Universal Soil Doss Equation Worksheet July, 2001
is
, r1 :l
_owner/Operator: Beallgray Farms !"l:. Tract: 1016 Date:
County`. Davidson F. R Factor: 220 Assisted By: Lloyd Phillips
-
' 'Map
Kf
Ki
Slope
C
El
Cover Cd.
Ridge Ht.
Hydro.
Table 12
Row
R G/Slope %
Contour
Terrace
Strips
P
Soil
"field
5
?Unit
Adjusted
%
L
L5
Table 10
Table 11
Group
Value
Grade
Ratio
Table 13
Table 14
Factor
Lass
Existing.,
DaB
0.28
0.22
5
150
0.68
0.177
100
4
1
B
0.57
1
0.20
0.77
0.77
4.49
P.roased
RNEW
0.00
0,00
Miid.
-Map
Kf
K
Slo
C
El
Cover Cd.
Ridge Ht.
Hydro.
Table 12
Row
R G/Slope %
Contour
Terrace
Strips
P
Soil
Unit
Adjusted
Table 10
Table 11
Group
Value
Grade
Ratio
Factor
Loss
%
L
LS
Table 13
Table 14
&I, tin I '
DaB
0.28
0.22
5
150
0.68
0.177
100
4
1
B
0.57
1
0.20
0.77
0.77
4.49
Pro posed
0.00
0.00
Map
Kf
K
Sloe
C
El
Cover Cd.
Ridge Ht,
Hydro,
Table 121
Row
R G/Slope %
Contour
Terrace
Strips
P
Soil
Unit
Adjusted
Table 10 1
Table 11
Group
Value I
Grade
Ratio
Factor
Loss
%
L
LS
Table 13
Table 14
Exi ing,DaB
0.28
0.22
5
150
0.68
0.177
100
4
1
B
0.57
1
0.20
0.77
0,77
4.49
Pr.
sed
N
0.00
0.00
ate.
;]eld ' 7Map
Kf
K
Sloe
C
El
Cover Cd.
Ridge Ht.
Hydro.
Table 12
Row
R G/Slope %
Contour
Terrace
Strips
P
Soil
dr9
Unit
Adjusted
Table 10
Table 11
Group
Value
Grade
Ratio
Factor
Loss
%
L LS
Table 13
Table 14
6i§ling
DaB
0.28
0.22
5
150
0.68
0.177
100
4
1
a
0.57
1
0.20
0.77
0.77
4,49
_f
Proposed
\\
0.00
0.00
Field
Map
Kf
I
K
Sloe
C
El
Cover Cd.
Ridge Ht.
Hydro.
Table 12
Row
R GlSlope %
Contour
Strips
P
Soil
% L LS
Table 13
_Terrace
Table 14
8
unit
Adjusted
Table 10
Table 11
GfGUj7
Valtio
I Grade
Ratio
Factor
Loss
Existing
DaB
0.28
0.22
5
150
0.68
0.177
100
4
1
B
0.57
ji
0.20
0.77
0.77
4A9
Proposed
0.00
0.00
Field
= ' I'Map
Kf
K
Sloe
C
El
Cover Cd,
Ridge Ht.
Hydro,
Table 12
Row
R GlSlope %
Contour
Terrace
Strips
P
Soil
4
Emit
Adjusted
Table 10
Table 11
Group
Value
Grade
Ratio
Factor
Loss
%
L
I LS
Table 13
Table 14
tr..
Existing
Dab ,
0.28
0.22
5
150
0.68
0.018
100
2
1
B
0.5
1
0.20
0.72
0.72
0.43
Proposed
't
i
0.00
0.00
I
Field
Map
Kf
K
Sloe
C
El
Cover Cd.
Ridge Ht.
Hydro.
Table 12
Row
R GlSlope %
Contour
Terrace
Strips
P
Soil
%
I L
I LS
Table 13
Table 14
7
Unit
Adjusted
Table 10
1 Table 11
Group
Value
Grade
Ratio
Factor
Loss
Existing
DaB
0.28
0.22
5
150
0.68
0.177
100
4
1113
1 0.76
1
0.20
0.77
0.77
4.49
Proposed
0.00

fV'orth Carolina fl x Revised Universal Soil Loss Equation Worksheet
Owner/Operator: Beallgray Farms i rty;, Tract: 1042 I&M Date:
County: Davidson f: R Factor: 220 Assisted By: Lloyd Phillips
July, 2001
Field:'.
i.
11
Map
Unit
Kf
K
Adjusted
Sloe
C
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
Terrace
Strips
Factor
P
Sail
Loss
°'
L
LS
Table 13
Table 141
Existing .'
DaB ,
0.28
0.22;
5
150
0.68
0.177
100
4
1
B
0.57
1
0.20
0.77
0.77
4.49
Proposed
x :
0.00
0.00
Field'
;,12
"Map
i 3Unit
Kf
K
JAdjusted
Sloe
C
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro"
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
4'a
L
LS
Table 13
Table 14
Existing r
DaB
0.28
0.22
5
150
0.68
0.177
100
4
1
B
0,57
1
0.20
0.77
0.77
4.49
Proposed
0,00
0.00
."
FielV,
13 :,
't "'Map
Unit
Kf
K
Adjusted
Sloe
C
Ef
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro"
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
%
L
L5
Table i3
Table 14
Existing ---,'
DaB
0.2$
5
150
0-68
0.177
100
4
1
B
0.57
1
0.20
0.77
0.77
4.49
Pr DoseCpSMIN
;0.22
OAO
0.00
'' Wd -;'
5.4..',
Map I
Unit
Kf
K Sloe
Adjusted % L LS
C
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
Table 13
Table 14
E- iC$ ing i ;
DaB
0.28
0,22
5
150
0,68
0.177
4
1113
0.57
1
0.20
0.77
0.77
4.49
Pr�osed
OEI
0.00
0.00
;field
,8
Map
Unit
Kf
K
Adjusted
Sloe
C
Cover Cd.
Table 10
Ridge H1.
Tat;te 1 1
Hydro.
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
%
L
LS
Table 13
Table 14
Existing
IrB
1 0.32
0.26
5
100
0-62
0.177
100
4
1
C
0.76
1
0.20
0.87
0.87
5.46
Proposed
\\
0.00
0.00
Field
9
Map
..6 T.Unit
Kf
K
Adjusted
Sloe
C
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
%
L
LS
Table 13
Table 14
Existing
t. -
baB
1 0.28
0.22
5
150
0.68
0.177
100
4
1
B
0.57
1
0,20
0.77
0.77
4.49
Proposed
0.00
OA0
Field
;; ;;Map
, Unit
Kf
K
Adjusted
SlopeC
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
% L
I LS
Table 13
Table 14
Existing
I-,
I
I
I
1 0.00
Proposed
0.00

North Carolina Revised Universal Soil Loss Equation Worksheet
Owner/Operator: Beallgray Farms Inc.
Tract: 1042 Date:
County: Davidson R Factor: 220 Assisted By: Lloyd Phillips
July, 2001
Field
4
I Map
Unit
Kf
K
Adjusted
SIo e
C
EI
Cover Cd.
Table 10
Ridge Ht.
Table 1 i
Hydro.
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
% L LS
Table 13
Table 14
Existing
DaB
0.28
0.22
5
150
0.68
0.177
100
4
1
B
0.57
1
0.20
0.77
0.77
4.49
Proposed
0.00
0.00
Field
5
Map
Unit
Kf
K
Adjusted
Sloe
C
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
%
I L
I LS
Table 13
Table 14
Existing
DaB
0.28
0.22
5
150
0.66
0.177
100
4
1
B
0.57
1
0.20
0.77
0.77
4.49
Proposed
0.00
0.00
Field
6
Map
Unit
Kf
K
Adjusted
Slope
C
EI
Cover Cd.
Table 10
Ridge Ht,
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
% I
L
LS
Table 13
Table 14
Existing
DaB
0.28
0.22
5
150
0.68
G.177
100
4
11113
0.57
1
0.20
0.77
0.77
4.49
ProposedMEMO
0.00
0.00
Field
7
Map
Unit
Kf
K
Adjusted
Slope
C
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R G/Slope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
% L
LS
Table 13
Table 14
Existing
DaB
0.28
0.22
5
150
0.68
0.177
100
4
1
B
0.57
1
0.2G
0.77
0.77
4.49
Proposed
0.00
0.00
Field
8
Map
Unit
Kf
K
Adjusted
Sloe
C
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R GlSlope %
1 Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
%
L
LS
1 Table 13
Table 14
Existing
DaB
0.28
0.22
5
150
0.68
0.177
100
4
1
B
0.57
1
0.20
0.77
0.77
4.49
Proposed
0.00
0.00
Field
9
Map Kf
Unit
K
Adjusted
Sloe
C
El
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
Terrace
Strips
Factor
P
Sail
Loss
%
I L
I LS
Table 13
Table 14
Existing
DaB 1 0.28
0.22
5
150
0.68
0.177
100
41,
1
B
0.57
1
0.20
0.77
0.77
4.49
Proposed
0.00
0.00
Field
10
Map
Unit
Kf
K
Adjusted
Sloe
C
EI
Cover Cd.
Table 10
Ridge Ht.
Table 11
Hydro.
Group
Table 12
Value
Row
Grade
R GlSlope %
Ratio
Contour
Terrace
Strips
Factor
P
Soil
Loss
%
I L
LS
Table 13
Table 14
Existing
DaB
0.28
0.22
5
150
0.68
0.177
100
4
113
1 0.57
1
0.20
0.77
1
1 0.77
4.49
Proposed
0.00
0.00

NCDA-Agronomic Division 4300 Reedy'I;6�eek-' Road Raleigh, NC 27607-6465 [phone]
Grower: Beallgray Farm Inc
1218 Beli nuni Rd
Lin,!ood, NC 27299
,t"6/21/02
Sarnple� 146.
Sa4W —
Was
te code.
A L D
Was, A nalysis R P-tiort I r,�
Davidson County
Laboratory Resull
N
rotal 333
IN -N
-NH4
-NO3
per million unless otherwise noted) ,
P K Ca - AlIq . S Fr. Mr? Zn
No: W09696 W
Copies To: -
B MO 0 C
128 109 240 -13.5 105 287 17 2 5.33 3.86 1.00
to I Na Ni Cd Pb At Sc Li
DM% CCE% ALE
i f1l
Description: OR-N 37.1
6.57
Dairy agqqn Liquio Urea
6comm-encllaii Nutrients Available for First Crop
lbs11000 ga I tons Other Elements
lbs11000 gallons
Appil'ic"i't'l'oh''Me thod N P205 K Ca Mg S Fe A&I zn
Cu 8 Mo D Na Ni
Cd Pb
At So b
1.2 1.7 007 1.4 0.43 0.61 1.7 0.10 0.01
0.03 0 0 1 0.31
I ePH of the lagoon liquid is below the ideal rangd,for bacterial action and waste treatment. Griduzflly adjust �)l I hy
,1(1{liily I lb. oragriCUltural lime per 1000 cu, ft, of liquid remaining
in the lagoon. Sample the lagoon
ni o f 'hly a'�j'condnue to adjust p[I until it is withi . h the desired range of 7.0-8.0.
Sorrpie Info. Laboratory Results (pa s per million unless otherwise noted)
SA, le 16:/V P K Ca MCI S
1 Adn Z11 Cu 8
Mo
0 C
Total 28238
8015 7598 18,185 4789 2371!
17; 1 2-Y M 57J 16.6
IN -N
.I Va s ia Code:
-NH4
M0 14v�Y J
-NO3
Na Ni Cd
L.- PH SS (,:N
DA41%
CCE% ALE(tons)
6 escrimion:
OR-N
—P)
1713
21 -96
Urea
Nutrients Available for First Crop lbs1ton (wet basi
N P205 K20 Ca my S Fe Mri zo Cu B Mo
5.1 4.8 3.2 4.9 13 0,63 0.46 0.07 0.05 0,02 T
ier Elements lbslton (!let basis)
Na Ni Cd Pb At Se Li
0.75
R-V
I

NCDA Agronomic Division 4300 Reedv Creek Road Raleiqh, NC 27607-6465 [phone] Report No: 27188
`.
Gfower:
Beallgray Farm Inc.
Copies to: County Extension Director
f'0 Box 549
i 218 Belmont Rd.
=
.
'Test
ct
Re 0 rt
Linwlaod, NC 27299
=•�`"
\J s
F �rrir
'14/3/02 SERVING {V C.UTIZENS FOR OVER 50 YEARS
Davidson Count
Agronomist Comments:
' =
' T
r
C 12. 3, $
Field Information
Applieclti ne
Recommendations
Sample No. Last Crop
Mo Yr ='T/A
s..
Crop or Year
Lime
N
h05 W
Mg Cu
Zn
B
Mn
See Note
r79901 '. Soybeans
�.�
1st Crop: Small Grains
0
80 100
30-50 0-20
0 0
0
0
3
r
=-
2nd Crop: Soybeans
0
0
30-50 0-20
0 0
0
0
3
Test Results''
Soil Class HM% WN CEC BS%
Ac pH P-1
K-1 Ca% Mg%
Mn-1 Mn-Al (7)Mn-Al (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
Kb-N NWN Na
tlllN 0.36 1.03
9.7 85.0
1.5 6.1 41
79 55.0 25.0
866
5')8 528 226
226
95
59
0.1
Field Information
Applied Lime
Recommendations
Sarr►ple,No. Last Crop
Mo Yr :T/A
Crop or Year
Lime
Al
W5 1¢0
Mg Cu
Zn
B
Mn
See Note
79903 . ," Corn'silage
15t Crop: Alfalfa, E
2.21'
10-30
60-80 50-70
0 0
0
3.0
0
12
2nd Crop: Alfalfa, M
0
0.0
0-20 40-60
0 0
0
2.0
0
12
Test'Results
So'fI Class HM% WN CEC BS%
Ac pH P-1
K-1 Ca% Mg%
Mn-1 Mn-A1 (7)Mn-A1(2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
N&N NHr-N Na
MIN 0.56 1.07
8.4 11.0
2.4 5.4 73
68 47.0 20.0
1581
958 958 169
169
117
74
01
Field Information
Applied ime
Recommendations
Sample No. Last Crop
Mo Yr 1/A
Crop or Year
Lir>>c
nJ
12Q5 !QQ
N1g Cu
In
S
Mn
See Note
79907 Corn.Silage
1st Crop: Alfalfa, E
2nd Crop: Alfalfa, M
l}
li 0
it 0-M
0 0
0
2.0
0
12
Test Results
Soil Class HM% WN CEC BS%
Ac pH P-1
K-1 Ca% My%
Mn-1 Mn-Al(1)Mn-Al(2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
Na-N N1-b-N Na
'5- MINA p '0.51 1,04
9.5 73.0
2.6 5.3 108
99 50.0 18.0
1344
816 816 195
195
104
56
0.1
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
N
A05 100
Mg Cu
Zn
B
Mn
See Note
s79906 ': ; Soybeans
1st Crop: Small Grains
.3T .'
80100
0 0
0 0
0
0
3
a SAi.
2nd Crop: Soybeans
0
0
0 0
0 0
0
0
3
Test Results`�-
Soil Class HM% WN CEC BS%
Ac pH P-1
K-1 Ca% Mg%
Mn-1 Mn-AI(I)Mn-AI(2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
N(M N1*-N Na
MIN °' 056 1.03
11.8 83.0
2.0 5.9 103
186 54.0 21.0
1391
845 845 312
312
104
52
0.1
..tY

NCDA Aqronomic Division 4300 Reedy Creek Road Raleigh, NC 27607-6465 [phone] Grower: Beallgray Farm Inc. Report No: 27188 Pg 2
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo
Yr T/A
Crop or Year
Lime
N
R05
KO
Mg Cu
Zn
B
Mn
See Note
80409 SudlSorg Si
1st Crop: Corn,Silage
0
180-220
0
40-60
0 0
0
pH$
3
2nd Crop:
Test Results
Soil Class HM% WN CEC
BS%
Ac pH P-1
K-1 Ca%
Mg%
Mn-1 Mn-Al (7)Mn-Al (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
N(I-N NFb-N Na
MIN 0.36 1.10 13.2
97.0
0.4 7.1 186
77 83.0
12.0
1779
1068
385
385
314
40
0.1
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo
Yr T/A
Crop or Year
Lime
N
P105
100
Mg Cu
Zn
B
Mn
See Note
25001 Sud/Sorg Si
1st Crop: Alfalfa, E
.91
10-30
100-120
10-30
0 0
0
3.0
0
12
2nd Crop: Alfalfa, M
0
0.0
30.50
10-30
0 0
0
2.0
0
12
Test Results
Soil Class HM% WN CEC
BS%
Ac pH P-1
K-1 Ca%
Mg%
Mn-1 Mn-Al (1)Mn-Al (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
NCB-N NH -Al Na
MIN 0.51 1.00
9.4
85.0
1.4 6.3 51
97 58.0
22.0
2067
1250 1250
292
292
117
41
0.1
Field Information
Applied LimeRecommendations
Sample No. Last Crop
Mo
Yr T1A
Crop or Year
Lime
N
R05
KO
Mg Cu
Zn
B
Mn
See Note
25002 SudlSorg SO
1st Crop: Alfalfa, E
2T
10-30
30-50
30-50
0 0
0
3.0
0
12
2nd Crop: Alfalfa, M
0
0.0
0
20-40
0 0
0
2.0
0
12
Test Results
Soil Class HM% WN CEC
BS%
Ac pH P-1
K-1 Ca%
Mg%
Mn-1 Mn-AI(I)Mn-AI(2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
N&N NHi-N Na
MIN 0.36 1.06 10.9
80.0
2.2 5.7 86
83 5TO
19.0
1415
858 858
228
228
126
67
0.1
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo
Yr T/A
Crop or Year
Lime
N
W 5
!¢0
Mg Cu
Zn
B
Mn
See Note
25003 SudlSorg Sil
1st Crop: Alfalfa, E
1.2T
10-30
110-130
0
0 0
0
3.0
0
12
2nd Crop: Alfalfa, M
0
0.0
40-60
0
0 0
0
2.0
0
12
Test Results
Soil Class HM% WN CEC
BS%
Ac pH P-1
K-1 Ca%
Mg%
Mn-1 Mn-Al(1)Mn-Al(2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
N&N N[*-A( Na
MIN 0.32 0.96
11.6
87.0
1.5 6.1 47
186 54.0
26.0
816
499 499
218
218
74
74
0.1
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo
Yr T/A
Crop or Year
Lime
Al
k05
KO
Mg Cu
Zn
B
Mn
See Note
04101 Sud/Sorg Si
1st Crop: Alfalfa, E
1.1T
10-30
50-70
0-20
0 0
0
3.0
0
12
2nd Crop: Alfalfa, M
0
0.0
0-20
0-20
0 0
0
2.0
0
12
Test Results
Soil Class HM% WN CEC
BS%
Ac pH P-1
K-1 Ca%
Mg%
Mn-1 Mn-Al (1) WAl (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
N&N N14-N Na
MIN 0.36 1.05
9.4
85.0
1.4 6.2 79
115 69.0
10.0
2035
1230 1230
253
253
221
41
0.1

NCDA Agronomic Division
4300 Reedy Creek Road
Raleiqh, NC 27607-6465 [phone] Grower: Beallgray Farm Inc. Report No: 27188 Pg 3
Field Inforrriation
Applied Lime
Recommendations
Sample No. Last Cr.`op i i
Mo Yr T/A
Crop or Year
Lime
N h05 t¢0
Mg Cu
Zn
B
Mn
See Note
04204 Corn,Silage
1st Crop: Corn,Silage
IT
180-220 0 0
0 0
0
0
3
2nd Crop:
Test Results
Soil Class HM% WN " ' CEC BS% '
Ac pH P-1
K-1 Ca%
Mg%
Mn-1 Mn-AI (1) Mn-Al (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
lVa-N NHS-N Na
MIN 0.27 T.06
9.0 76.0
2.2 5.5 93
154 45.0
22.0
17,95 1088 99
99
84
82
0.1
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr. T/A
Crop or Year
Lime
N R05 100
Mg Cu
Zn
B
Mn
See Note
01604 Corn,Silage
1st Crop: Corn,Silage
0
180-220 0-20 80-100
0 0
0
0
3
2nd Crop:
Test Results T
Soil Class HM% WN• CEC BS%
Ac pH P-1
K-1 Ca%
Mg%
Mn-1 WAI (7)WAI (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
NGY-N NHr-N Na
MIN 0.46 1.08
9.1 84.0 °
1.5 6.3 80
55 56.0
25.0
1636 994 278
278
100
41
0.1
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
N W5 KO
Mg Cu
Zn
B
Mn
See Note
01607 Corn,Silage
1st Crop: Alfalfa, E
.7T
10-30 0-20 70-90
0 0
0
3.0
0
12
k
2nd Crop: Corn,Silage
0
180-220 0 70-90
0 0
0
0
3
Test Results
Sol! Class HM% W/V CEC BS%
Ac pH P-1
K-1 Ca%
Mg%
Mn-1 Mn-Al (1) Mn-Al (2) Zn-!
Zn-Al
Cu-1
S-1
SS-1
N&N NHr-N Na
MIN 0,27 1.05 14.1 90.0'
1.4 6.4 Ill
57 59.0
29.0
730 447 447 211
211
118
44
0.2
Field information
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
N P2O5 1¢0
Mg Cu
Zn
B
Mn
See Note
01608 Corn,Silage
15t Crop: Corn,Silage
0
IC(Q?0 10-30 50-70
0 0
0
0
3
2nd Crop:
Test Results
Soi) Class HM% WN CEC BS%
Ac pH P-1
K-1 Ca%
Mg%
_
Mir-1 lllhr-Al (7) Mn-Al (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
NCB-N NH-N Na
MIN r 0.41 1.03
11.1 66.6
1.6 6.2 66
72 57.0
26.0
16 57 1008 295
l95
129
55
0.2
Field Information
Applied Lime
Recommendations
Sample No. _ Last Crop
Mo Yr T/A
Crop or Year
Lime
N kos 1¢0
Mg Cu
Zn
B
Mn
See Note
01609 Corn,Silage
i
1st Crop: Corn,Silage
0
180-220 0 60-80
0 0
0
0
3
4
2nd Crop:
Test Results
Soil Class HM% WN CEC BS%
Ac pH P-1
K-1 Ca%
Mg%
Mn-! Mn-Al (1) Mn-Al (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
N&N NHr-N Na
:MIN 0.27 0.98
13.4 90.0
1.4 6A 99
66 63.0
24.0
811 498 116
116
99
49
0.2

NCDA Agronomic Division 4300 Reedy Creek Road Raleigh, NC 27607-6465 [phone] Grower: Beallgray Farm Inc. Report No: 27188 Pg 4
Field Information '
Applied Lime
Recommendations
Sample No. Last Crop ,
Mo
Yr T/A
Crop or Year
Lime
N
P205 KO
Mg Cu
Zn
B
Mn
See Note
01601 Corn,Silage
1st Crop: Alfalfa, E
1.5T
10-30
80-100 0-20
0 0
0
3.0
0
12
2nd Crop: Corn,Silage
0
180-220
20-40 0-20
0 0
0
0
3
Test Results
Soil Class HM% WN CEC
BS%
Ac pH P-1
K-1 Ca%
Mg%
Mn-1 Mn-Al (1)Mn-AI (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
NC#-N N[*-N Na
MIN 0.6 0.99
9.5
81.0
1.8 5.9 61
120 54.0
21.0
824
504 504 164
164
135
62
0.2
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo
Yr ' T/A
Crop or Year
Lime
N
W5 KO
Mg Cu
Zn
8
Mn
See Note
0167A Corn,Silage
1st Crop: Alfalfa, E
0
10-30
120-140 110-130
0 0
0
3.0
pH$
12
2nd Crop: Corn,SHa e
0
180-220
40-60 110-130
0 0
0
H$
3
Test Results
Soil Class HM% WN CEC
BS%
Ac pH P-1
K-1 Ca%
Mg%
Mn-1 Mn-Al (1) Mn-Al (2) Zn-1
Zn-AI
Cu-1
S-1
SS-1
Ncg-N Nf*-N Na
MIN 0.27 1.07 12.6
92.0
1.0 6.7 43
39 62.0
29.0
1512
914 914 219
219
121
46
0.2
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo
Yr T/A
Crop or Year
Lime
N
W5 W
Mg Cu
Zn
8
Mn
See Note
01611 Corn,Silage
1st Crop: Corn,Silage
0
180-220
0 0-20
0 0
0
0
3
2nd Crop:
Test Results
Soil Class HM% WN CEC
BS%
Ac pH P-1
K-1 Ca%
Mg%
Mn-1 Mn-AI (1)Mn-AI (2) Zn-1
Zn-A!
Cu-1
S-1
SS-1
NIb-N NWIV Na
MIN 0.22 0.99 14.6
92.0
1.2 6.4 100
112 59.0
28,0
837
543 234
234
141
79
0.3
Field Information
Applied. Lime
Recommendations
Sample No. Last Crop
Mo
Yr :T/A
Crop or Year
Lime
N
P205 W
Mg ` Cu
Zn
B
Mn
See Note
0169A Corn,S Sage
1st Crop: Corn,Silage
0
i ,.i 220
0 20-40
0 0
0
0
3
2nd Crop:
Test Results
Soil Class HM% W/V CEC
BS%
Ac pH P-I
K-1 Ca%
Mg%
Mn-1 Mn-Al (7)Mn-Al (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
N&N NIr-N Na
MIN 0.41 1,06
9.8
80.0
2.0 6.0 97
96 54.0
21.0
1746
1065 113
113
108
41
0.2
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo
Yr , T/A
Crop or Year
Lime
N
WS lfi0
Mg Cu
Zn
B
Mn
See Note
01605 Corn.Silage
H
1st Crop: Corn,Silage
0 .
180 220
10 30 30 50
0 0
0
0
3
.'
4
2nd Crop:
Test Results
'
Soil Class HM% WN CEC
BS%
Ac pH P-1
K-1 Ca%
Mg%
Mn-1 Mn-A! (1)Mn-AI (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
N&N NH-N Na
MIN 032 1.10
9.9
86.0
1.4 6.4 62
86 57.0
24,0
1421
864 170
170
85
42
0.2

NCDA Agronomic Division 4300 Reedy Creek Road Raleigh, NC 27607-6465 [phone] Grower: Beallgray Farm Inc. Report No: 27188 Pg 5
Field Information
Applied Lime
Recommendations
Sample No. _ Last Crop
Mo Yr T/A
Crop or Year
Lime
N
W5
!¢0
Mg Cu
Zn
B
Mn
See Note
.0166A Corn,Silage
1st Crop: Corn,Silage
.51
180-220
0
10-30
0 0
0
0
3
2nd Crop:
Test Results' -
Soil Class HM% WN CEC BS%
Ac pH P-1
K-1 Ca%
Mg%
Mn-1 Mn-A1 (1)WAI (2) Zn-1
Zn-AI
Cu-1
S-1
SS-1
Na-N NH-N Na
MIN 0.36 1.09
8.0 74.0
2.1 ' 5.8 105
104 47.0
21.0
1895
1154
156
156
78
50
0.1
Field Information -
Applied Lime
Recommendations
Sample No. - Last Crop
Mo Yr T/A
Crop or Year
Lime
N
W5
100
Mg Cu
Zn
B
Mn
See Note
65201 Corn,Silage
1st Crop: Alfalfa, E
IAT
10-30
110-130
50-70
0 0
0
3.0
0
12
2nd Crop: Alfalfa, M
0
0.0
40-60
40-60
0 0
0
2.0
0
12
Test Results
Soil Class HM% W/V CEC BS%
Ac . pH P-1
K-1 Ca%
Mg%
Mn-1 Mn-Al (1)Mn-Al (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
NGI3-N Nh-N Na
MIN 0.46 1.05 11.3 85.0
1.7 6.3 47
71 60.0
22.0
2444
1476 1476
225
225
176
56
0.2
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
N
W5
ffi0
Mg Cu
Zn
B
Mn
See Note
65202 Corn,Silage
1st Crop: Small Grains
1.11
80-100
30-50
30-50
0 0
0
0
3
2nd Crop: Corn,Silage
0
180-220
40-60
90-110
0 0
0
0
3
Test Results
Soil Class HM% WN CEC BS%
Ac pH P-1
K-1 Ca%
Mg%
Mn-1 Mn-Al (1) Mn-AI (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
Na-N NH-N Na
= 'MIN 0.6 0.99
9.7 74.0
2.5 5.5 44
49 51.0
21.0
1749
1059 1066
149
149
153
59
0.1
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
N
E05
KO
Mg Cu
Zn
B
Mn
See Note
65203 Corn,Silage
1st Crop: Small Grains
I AT
80-100
0
0-20
0 0
0
0
3
2nd Crop: Corn,Silage
0
180 220
0 20
50 70
0 0
0
0
3
Test Results
Soil Class HM% WN CEC BS%
Ac pH P-1
K-1 Ca%
Mg%
Mn-1 Mn-AI (1)WAI (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
NGi3-N NH-N Na
MIN 0.76 0.99 11.4 75.0
2.8 5.4 78
72 54.0
18.0
2005
1213 1220
206
206
126
56
0.1
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
N
P105
!¢0
Mg Cu
Zn
B
Mn
See Note
65204 Corn,Silage
1st Crop: Small Grains
.61
80-100
0
0
0 0
0
0
3
2nd Crop: Corn,Sda e
0
180-220
0-20
10-30
0 0
0
0
3
Test Results
Soil Class HM% WN CEC BS%
Ac pH P-1
K-1 Ca%
Mg%
Mn-1 Mn-Al (1)Mn-AI (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
NGq-N NHr-N Na
MIN 0.76 1.22
13.6 84,0
2.2 5.8 81
104 61.0
19.0
1269
771 778
197
197
103
64
0.2

-NCDA Agronomic Division 4300 Reedy Creek Road Raleigh, NC 27607-6465 [phone] Grower: Beallgray Farm Inc. Report No: 27188 Pg 6
Field Information .
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
N
a05 100
Mg Cu
Zn
B
Mn
See Note
65205 Corn,Silage
1st Crop: SmailGrains
1.11
80-100
0 0
0 0
0
0
3
2nd Crop: Corn,Silage
0
180-220
0-20 0
0 0
0
0
3
Test Results
Soil Class HM% WN CEC BS%
Ac pH P-1 K-1
Ca%
Mg%
Mn-I Mn-AI (1) Mn-AI (2) Zn-1
Zn-AI
Cu-I
S-I
SS-1
Na-N NHr-N Na
MIN 0.41 1.28 ' 1
12.5 81.0
2.4 5.5 81 139
55.0
20.0
1321
803 810 204
204
84
46
0.2
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
N
kos KO
Mg Cu
Zn
B
Mn
See Note
65206 Corn,Silage
1st Crop: Corn,Silage
1.4T
180-220
0 10-30
0 0
0
0
3
2nd Crop:
Test Results
Soil Class HM% W/V CEC BS%
Ac pH P-1 K-1
Ca%
Mg%
Mn-1 Mn-Al(7)Mn-AI(2) Zn-1
Zn-Al
Cu-I
S-1
SS-1
N(b-N NH-N Na
MIN 0.41 1,24 11.7 76.0
2.8 5A 103 102
54.0
18.0
935
578 105
105
72
41
0.1
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
N
W S *0
Mg Cu
Zn
B
Mn
See Note
65208 Corn,Silage
1st Crop: Corn,Silage
1.51
180-220
0 0
0 0
0
0
3
2nd Crop: Small Grains
0
80-100
0 0
0 0
0
0
3
Test Results
Soil Class HM% WN CEC BS%
Ac pH P-I K-1
Ca%
Mg%
Mn-I WAI (1) Mn-AI (2) Zn-1
Zn-AI
Cu-1
S-I
SS -I
Na-N Nit -IV Na
MIN 0.46 1.09
12.1 74.0
3.2 5.5 142 163
46.0
21.0
1363
835 828 186
186
96
49
0.2
Field Information I
Applied Lime
Recommendations
Sample No. , Last Crop
Mo Yr T/A
Crop or Year
Lime
N
k05 KO
Mg Cu
Zn
B
Mn
See Note
65209 Corn,Silage
1st Crop: Corn,Silage
0
180-220
0 50-70
0 0
0
0
3
2nd Crop: Small Grains
0
80- i00
0 0-20
0 0
0
0
3
Test Results
Soil Class HM% WN CEC BS%
Ac pH P-1 K-1
Ca%
Mg%
Mn-1 Mn-Al (7)Mn-Al (2) Zn-I
Zn-Al
Cu-I
S-1
SS-1
N&Al NI-b-N Na
MIN 0.32 0.94
15.3 90.0
1-5 6.3 135 71
58.0
30.0
487
305 298 222
222
100
46
0.3
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
N
WS ko
Mg Cu
Zn
B
Mn
See Note
65211, Corn,Silage .
1st Crop: Small Grains
AT
80-100
0 0
0 0
0
0
3
2nd Crop: Corn,Silage
0
180-220
0 0
0 0
0
0
3
Test Results
Soil Class HM% WN ,°• CEC BS%
Ac pH P-1 K-1
Ca%
Mg%
Mn-I Mn-Al (1)Mn-AI (2) Zn-1
Zn-Al
Cu-I
S-1
SS-1
Na-IV NHr-N Na
MIN 0.41 1.03 `'
13.5 81.0
2.5 5.9 130 149
55.0
21.0
1298
789 796 160
160
96
48
0.2

NCDA Agronomic Division 4300 Reedy Creek Road Raleigh, NC 27607-6465 [phone] Grower: Beallgray Farm Inc. Report No: 27188 Pg 7
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
N
P105 KO
Mg Cu
Zn
B
Mn
See Note
65210 Corn,Silage
1st Crop; Small Grains
1.7T
80.100
0 0
0 0
0
0
3
2nd Crop: Corn,Silage
0
180-220
0 0-20
0 0
0
0
3
Test Resu Its -
Soil Class HM% W/V CEC BS%
Ac pH P-1 K-1
Ca%
Mg%
Mn-1 Mn-A1(7) Mn-A1(2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
NII-N NFb-N
Na
MIN 0.71 0.98 10.2 68.0
3.3 5.4 129 117
44.0
18.0
1490
904 911 155
155
110
72
0.1
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
N
1105 100
Mg Cu
Zn
B
Mn
See Note
24701 Corn,Silage
1st Crop: Small Grains
.3T
80-100
40-60 0
0 0
0
0
3
2nd Crop: Corn, Silage
0
180-220
50-70 0-20
0 0
0
0
3
Test Results',
Soil Class HM% WN CEC BS%
Ac pH P-1 K-1
Ca%
Mg%
Mn-1 Mn-A1(7)Mn-A1(2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
Na-N NH-N
Na
MIN 6.36 1.07
9.1 76.0
2.2 5.9 38 110
46.0
24.0
1995
1201 1214 189
189
99
60
0.2
Field Information .
Applied Lime
Recommendations
Sample No. - Last Crop
Mo Yr T/A
Crop or Year
Lime
N
R05 MO
Mg Cu
Zn
B
Mn
See Note
65207 Corn,Silage
istCrop-. Small Grains
UT
80-100
0 0
0 0'
0
0
3
2nd Crop: Corn,Silage
0 '-
180-220
0 0
0 0
0
0
3
Test Results
Soil Class HM% WN CEC BS%
Ac pH P-1 K-1
Ca%
Mg%
Mn-1 Mn-Al (1)Mn-A1(2) Zn-1
Zn-Al
Cu-!
S-1
SS-1
Na-N NFk-N
Na
- MIN 0.46 1.04 12.2 75.0
3.0 5.6 102 146
47.0
22.6
1196
728 735 192
192
96
64
0.1
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
Al
h05 140
Mg Cu
Zn
B
Mn
See Note
0425B Corn,Silage
1st Crop: Corn,Silage
1.2T
180-220
0 0-20
0 0
0
0
3
2nd Crop:
Test Results
Soil Class HM% WN CEC BS%
Ac pH P-1 K-1
Ca%
Mg%
Mn-1 Mn-Al (7) Mn-Al (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
NCY-N NFh-N
Na
MIN 0.3 1.11
8.4 73.0
2.3 5.4 127 ' 113
43.0
22,0
818
508 58
58
72
70
0.1
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
N
P105 KO
Mg Cu
Zn
B
Mn
See Note
04210 Corn,Silage
1st Crop: Corn,Silage
1T
180-220
0 0
0 0
0
0
3
2nd Crop:
Test Results
Soil Class HM% WN CEC BS%
Ac pH P-1 K-1
Ca%
Mg%
Mn-1 Mn-Al (1)Mn-Al (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
N12-N NH-N
Na
MIN 0.22 1.12
5.3 70.0
1.6 4.9 107 161
33.0
21.0
1216
747 41
41
36
106
0.1

NCDA Agronomic Division 4300 Reedy Creek Road Raleigh. NC 27607-6465 [phone] Grower: Beallgray Farm Inc. Report No: 27188 Pg 8
field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
N P105 KO
Mg Cu
Zn
B
Mn
See Note
04208 Corn,Silage
1st Crop: Corn,Silage
0
180-220 0-20 0
0 0
0
0
3
2nd Crop:
Test Results
Soil Class HM% WN CEC BS%
Ac pH P-1
K-1
Ca%
Mg%
Mn-1 Mn-A1(1)Mn-Al (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
NO-N NH-N Na
MIN 0.22 1.03 10.6 91.0
1.0 6.1 72
137
59.0
25.0
1849 1125 92
92
71
46
0.1
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
N W5 KO
Mg Cu
Zn
B
Mn
See Note
04207 Corn,Silage
1st Crop: Corn,Silage
,7T
180-220 30-50 80-100
0 0
0
0
3
2nd Cro .
Test Results
Soil Class HM% WN CEC BS%
Ac pH P-1
K-1
Ca%
Mg%
Mn-1 Mn-Al (1)Mn-Al (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
N(b-N Nf-b-N Na
MIN 0.32 1.03
6.8 81.0
1.3 5.4 53
53
53.0
24.0
752 468 66
66
92
63
0.1
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
N R05 k0
Mg Cu
Zn
B
Mn
See Note
04214 Corn,Silage
1st Crop: Corn,Silage
AT
180-220 90-110 50-70
0 0
0
0
3
2nd Crop:
Test Results
Soil Class HM% WN CEC BS%
Ac pH P-1
K-1
Ca%
Mg%
Mn-1 Mn-Al (1) Mn-AI (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
N(b-N NH-N Na
- MIN 0.36 1.07
7.3 82.0
1.3 5.7 22
72
61.0
17.0
2065 1256 249
249
297
48
0.1
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
N P105 KO
Mg Cu
Zn
B
Mn
See Note
04209 Corn,Silage
1st Crop: Corn,Silage
UT
180-220 30-50 50-70
0 0
0
0
3
2nd Crop:
Test Results
-
Soil Class HM% WN CEC BS%
Ac pH P-1
K-1
Ca%
Mg%
Mn-1 Mn-A1(1)Mn-Al (2) Zn-1
Zn-Al
Cu-1
S-1
SS-1
Na-N Nf-b-N Na
MIN 0.41 1.02
4.9 61.0
1.9 4.7 54
72
37.0
16.0
725 452 79
79
122
82
0.1
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
N WS W
Mg Cu
Zn
B
Mn
See Note
80001 Corn,Silage
1st Crop: Small Grains
IIAT
80-100 0 0
0 0
0
0
3
2nd Crop: Soybeans
0
0 0 0
0 0
0
0
3
Test Results
Soil Class HM% WN CEC BS%
Ac pH P-1
K-1
Ca%
Mg%
Mn-1 WAI (1)WAI (2) Zn-1
Zn-Al
Cu-1
S 1
SS-1
Na-N Nf*-N Na
MIN 0.36 0.94
6.6 67.0
2.2 5.0 93
151
41.0
15.0
1357 824 824 122
122
74
98
0.1

NCDA Agronomic Division 4300 Reedy Creek Road Raleigh, NC 27607-6465 [phone] Grower: Beallgray Farm Inc. Report No: 27188 Pg 9
field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
N W5
KO
Mg Cu
Zn
B
Mn
See Note
65212 Corn,Silage
1st Crop: Corn,Silage
.7T
180-220 ' 0
0
0 0
0
0
3
2nd Crop:
Test Results
Soil Class HM% WN CEC BS%
Ac - pH P-1
K-1
Ca%
Mg%
Mn-1 Mn-Al (1) Mn-Al (2)
Zn-1
Zn-Al
Cu-1
S-1
SS-1
NCb-N NH-N Na
MIN 0.71 1.22
14.0 88.0
1.7 5.6 110
211
59.0
22.0
720 449
151
151
109
43
0.2
field information
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
N W5
KO
Mg Cu
Zn
B
Mn
See Note
65213 Corn,Silage
1st Crop: Corn.Siage
.6T
180-220 0
0
0 0
0
0
3
2nd Crop:
Test Results
Soil Class HM% WN CEC BS%
Ac pH P-1
K-1
Ca%
Mg%
Mn-1 Mn-Al (1)Mn-A1(2)
Zn-1
Zn-Al
Cu-1
S-1
SS-1
Na-N NHi-N Na
MIN 0.56 1.11 15.7 88.0
1.9 5.7 177
299
56.0
23.0
1070 659
266
266
130
_62
0.2
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
N W5
KO
Mg Cu
Zn
B
Mn
See Note
0425W Corn,Silage
1st Crop: Corn,Silage
.7T
180-220- 0 10-30
0 0
0
0
3
-
12nd Crag._
Test Results
,Soil Class HM% WN CEC BS%
Ac pH P-1
K-1
Ca%
Mg%
Mn-1 Mn-A1(1)Mn-A1(2)
Zn-1
Zn-Al
Cu-1
S-1
SS-1
NO4-N N11-N Na
MIN 0.22 1.13
5.5 75.0
1.4 5.4 124
100
45.0
22.0
615 3B6
52
52
38
81
0.1
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
N W5
KO
Mg Cu
Zn
B
Mn
See Note
01605 Corn,Silage
1st Crop: Corn,Silage
0
180-220 30-50
0
0 0
0
0
3
2nd Crop:
Test Results
Soil Class HM% WN CEC BS%
Ac pH P-1
K-1
Ca%
Mg%
Mn-1 Mn-Al (7) Mn-Al (2)
Zn-1
Zn-AI
Cu-1
S-1
SS-1
NCY-N NH-N Na
MIN 0.41 ' 1.26
10.4 88.0
1.3 5.9 50
156
53.0
27.0
2525 1534
228
228
126
52
0.1
Field Information
Applied Lime
Recommendations
Sample No. Last Crop
Mo Yr T/A
Crop or Year
Lime
N W5
KO
Mg Cu
Zn
B
Mn
See Note
65209 Corn,Silage
1st Crop: Corn,Silage
.6T
180-220 20-40 0-20
0 0
0
0
3
2nd Crop:
Test Results
Soil Class HM% WN CEC BS%
Ac pH P-1
K-1
Ca%
Mg%
Mn-1 WA! (1) Mn-A1(2)
Zn-1
Zn-Al
Cu-1
S-1
SS-1
NOb-N NHr-N Na
MIN 0.46 1.01
7.8 79.0
1.6 5.6 59
127
46.0
25.0
1600 977
233
233
134
104
01

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State ox'North Carolina.
Department of Environment and Natural Resources
Divisioa 06 f Water Quality
Animal Waste Management Systems
Request for Renewal of Existing Certificate of Coverage for State .Non -Discharge Permit
The following questions have been completed utilizing information on filewiththe Division. Please review the information for
completeness and make any corrections that are appropriate...If a.question has not been completed by the Division, please:
answer it to the best of'your ability. Do not leave any question unanswered.
1 Facility Number.
2 Facility Name:
29 03 or Permit Number: AWC 290003
Beallgray Farm Inc.
3 Landowner's name (must match the name on the Certified Animal Waste Management Plan): James Grah
4 Landowner's Mailing address: 1218 Belmont Road
City, State: Linwood, NC
Telephone Number (include area code):
5 County where facility is located:
336-956-7762
Davidson
6 Farm Manager's name (if different from Landowner):
7
8
Farm Manager's telephone number (include area code):
Number and Type of Animals: (example: 2000 Feeder to Finish Swine)
Swine: -
Zip: 27299
\Vilk
Confined Cattle: Dairy 210 head -- . .. - -
Poultry with liquid waste system: -
Submit a copy of the most recent Waste Utilization Plan with this application. The Waste Utilization Plan must be signed by
the owner and a technical specialist.
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 andthat if all required supp6iting information and attachments are not
included, this application package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A
and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application may be
subject to civil penalties up to S25,000 per violation.
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: �l ��i�_ Title:
Signature:B. Date: 6 d 3
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
Request for Renewal COC

State of North Carolina -
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
° Bill Holman, Secretary
Kerr T. Stevens, Director
JAMES GRAHAM
BEALLGRAY FARM INC.
1218 BELMONT ROAD
LINWOOD, NORTH CAROLINA 27299
Dear James Graham:
A, 00 ON�
;IPA
NCDENR
NORTH CAROLINA DEPARTMENT pE
ENVIRONM NT AND NATURAL RESOURCES
July 31, 2000 -''i.c. De.- .. ­:wklo
AUG 14 2000
F1eglonai Li flce
Subject: Certificate of Coverage No. AWC290003
Beallgray Farm Inc.
Cattle Waste Collection, Treatment,
Storage and Application System
Davidson County
In accordance with your application received on May 14, 1999, we are forwarding this
Certificate of Coverage (COC) issued to James Graham, authorizing the operation of the subject animal
waste collection, treatment, storage and land application system in accordance with General Permit
AWG200000. This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from e allgray Farm Inc. Farm, located in Davidson County, with
an animal capacity of no greater than kOO Pairy cows and 40 calves and the application to land as
specified in the Certified Animal Waste Bement Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWMP , and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the
General Permit or the CAWMP may.result in the revocation of this COC, or penalties in accordance
with NCGS 143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive
relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage A` 290003
BEALLGRAY FARM INC.
Page 2
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process_. Unless such a r'equest is made within 30 days, this COC shall belinal and
binding.
The subject farm is located in the Winston-Salem Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. If you need additional information concerning this
COC or the General Permit, please contact Su an-CauI y at [phone] ext. 546.
cc: (Certificate of Coverage only for all cc's)
DavidsonCounty Health Department
Winston-Salem Regional Office, Water Quality Section
Davidson County Soil and Water Conservation District
Permit File
NDPU Files

6 a ' 0
Davidson Soil and Water Conservation District
301 East Center Street - Lexington, NC 27292 - Phone [phone]
i
'k
t
WASTE UTILIZATION PLAN REVISION III
James Graham
Beallgray Farms, Inc.
Application # AWC 290003
RMEIVED
N.C. Dept. of EHNR
AVG 14 2000
Winstort-�a;em
rflegionai ottica
In regard to solid feedlot animal waste. Waste is scraped and land applied to growing
crops as weather. permits. During winter months or when soil conditions do not allow
field application, waste, urine, and runoff water enters a waste storage pond. Liquid from
storage pond is applied through an irrigation system. Solid waste is not stored under roof,
however any runoff from rain events will enter waste storage pond.
Waste can be stored outside on feedlot for a.minimum of 90 days.
James Graham, Operator
- 0a
Date
Lloyd Phillips; Jr
District Resource Specialist
CONSERVATION - DEVELOPMENT - SELF-GOVERNMENT

Davidson Soil and Water -Conservation 'District
301 East Center Street - Lexington, NC 27292 - Phone [phone] - Fax [phone]
WASTE UTILIZATION PLAN REVISION:
JAMES GRAHAM
BEALLGRAY FARMS INC.
APPLICATION # AWC290003
DAVIDSON COUNTY
1. 'TOTAL APPLICATION AMOUNTS OF ANIMAL WASTE BY IRRIGATION ARE NOT TO EXCEED
ONE INCH IN ANY APPLICATION EVENT FOR ANY FIELD OR PORTION OF FIELD, FOR
ANY SOIL TYPE OR CROP.
2. CORN SILAGE A.Y.E. ARE TAKEN FROM USDA/NRCS SOIL SURVEY -DATA FOR DAVIDSON
COUNTY. ALL FIELDS ELIGIBLE TO RECEIVE LIQUID ANIMAL WASTE ARE IRRIGATED
WITH FRESH WATER ALSO. DAVIDSON SOIL SERIES HAS A R.Y'.E OF 22 TONS PER ACRE
PER YEAR FOR CORN SILAGE. SINCE THESE FIELDS ARE IRRIGATED WITH FRESH WATER
YIELDS WERE INCREASED 9%. THIS ACCOUNTS FOR THE YIELD OF 24 TONS/AC/YR
SHOWN ON-WUP. THE DAVIDSON SOIL SERIES FOR CORN WHICH IS NOT IRRIGATED
IS LISTED AS 22 TONS/AC/YR. THE MAXIMUM RATE OF 12 POUNDS OF PAN PER TON
WAS USED FOR BOTH IRRIGATED AND NON —IRRIGATED. THE 9% INCREASE FOR
IRRIGATED CORN YIELDS WERE DISCUSSED WITH THE EXTENSION SERVICE AND NCDA
AGRONOMIST.
S. GRA OPERATOR LLOY1Y PHILLIPS
•-----. _= _------- ------ --- --------- -_.-- -----.-.__ - --TECH. SPEC. - ._.
date
CONSERVATION - DEVELOPMENT - SELF-GOVERNMENT

State of North Carolina jft_.,..,
Depar ►..ent of Environment and Natu Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. ...GENERAL INFORMATION:
1.1 Facility Name::Beallgray Farm Inc. _
1.2 Print Land Owner's name: James Graham
t.3. Mailing address;: 1218 Belmont Rd
City, State: Linwood NC Zip: 27299
Telephone Number (include area code): 9+&-956-7762
1.4 County where facility is located: Davidson
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): I-85 south and take the Belmont Rd. exit. Take a left
at to2 of ramp and then a right at the next st02 sign. Travel 3/4 mile east on NC 47 and the farm is on the right side of the
road.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed):
1.8 Date Facility Originally Began Operation: 01/01/38
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 29 (county number); 3 (facility number).
2.2 Operation Descrip on: Cattle operation
7atry
726- Certified Design Capacity
Is the above information correct? yes; Fno. If no, correct below using the design capacity of the facility
.m The "No. of Animals" should be theaxtmum num er or which the waste management structures were designed.
Type of Swine
0 Wean to Feeder
0 Feeder to Finish
0 Farrow to Wean (# sow)
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
No. of Animals Type of Poultry No. of Animals
0 Layer
Other Type of Livestock on the farm:
0 Non -Layer
0 Turkey
Type of Cattle No. of Animals
0 Dairy
0 Beef
No. of Animals:
RECEIVED
WASTE MGMT. PLAN DEVELOPED FOR 640 HEAD OF DAIRY CATTLE. DESIGN CAPACITY
IS FOR 726. PRODUCER IS AWARE THAT WASTE PLAN IS TO BE REVISED BEFFW 1 4 1999
EXPANDSION OCCURS. '1�'
FORM: AWO-G-E 5/28/98 Page 1 of 4 29 - 3 Non -Discharge PermitUng

9
2.3 Acreage -cleared and available for application (excluding all required buffers and areas not covered by the application
system): 1009 ; Required Acreage (as listed in the AWMP): 900
2.4 Number of lagoons/ storage ponds (circle which is applicable): .3
2.5 Are subsurface drains present within 100' of any of the application fields? YES or NO (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or N (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited?
What was the date that this facility's land application areas were sited?
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in.the space provided next to each
item.
Applicants Initials
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field Iocations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP must include the following components. Some ofthese components may not
have been required at the time the facility was certified but should be added to the
CAWMP for permitting purposes: `
3.3.1 The Waste Utilization Plan (WUP) must include the :amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted. y
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
,3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 Page 2 of 4 29 - 3

0
Facility Number: 29 - 3
Facility Name: Beallgray Farm Inc.
4. APPLICANT'S CERTIFICATION:
1, .TAMES GRAHAM (Land Owner's name listed in question I.2), attest that
this application for (Facility name listed in question 1. 1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will returned tom as inc mplete.
Signature U�— . Date lZ
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1,
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowle ge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY. SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
RECEIVED
WATFP nl 1AE ,-nr -Pr 10,N
MAY 1 4 1999
Non -Discharge P6[tllit[ing
FORM: AWO-G-E 5/28/98 Page 3 of 4 29 - 3

WAS.1� xUTILIZAT�N -:PLAN „
Producer: BEALLGRAY FARMS INC. FACILITY # 29-03
OPERATOR CERT . # 20952
Location: 121 S BELMONT RD :
LINWOOD, NC. 27299
Telephone: [phone]
Type Operation: DAIRY
Number of Animals 640 HEAD DAIRY ANIMALS
(Design Capacity)
The waste from your 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 recuired 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 plan 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 crow 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 that,
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 sails, 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 plantwng. 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 rind 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 XSA NCAC 2H.0217 adopted by t c y+i�qftmentaI
Management Commission. VJAiRD1I,�3_,��SCiiON
Ma's' 14 i999
Non -Discharge PermiWng

BEALLGRAY FARMS INC. _
WASTE MANAGEMENT PLAN
Beallgray Farms Inc. has 500 milk cows and 100 dry cows on confined feedlot.
Forty percent of the waste from the milk cows is scraped and hauled and the remaining
60% enters storage pond No. 1. Forty calves produce waste that is handled in solid form
and broadcast on fields.
Four storage ponds exist on the farm. Pond No. 1 receives waste and milk room
water and settles out s lids. Pond No. 2 receives overflow from No. 1 and further settles
out solids. Pond No 3, aste is pumped out and -applied to cropland fields and either hose
tow or center pivot irrigation system. Pond No.( waste is also land applied by irrigation
system. Ponds are to maintain minimum -of -IS inches from lowoLpart of dam at all times
to 25-year, 24-hour storm and freeboard. The farm pond located below waste pond No. 4
will receive waste in the event of overflow of storage ponds No. 3 or No. 4. This pond is
managed as a fresh water pond to supply irrigation water to crops. A diversion is
constructed on the west side of farm pond to divert surface water from entering the pond.,
Waste storage ponds were build by Beallgray and not designed by NRCS. Waste
storage volumes may be increased by increasing the depth. If this is to be done, sludge
should be tested to determine nutrient content and land applied at agronomic rates. Waste
storage ponds should be inspected monthly to check for leaks or seepage on the dam.
Vegetation is to be clipped at least once per year to control unwanted weeds and brush.
Refer to specifications contained in waste plan for additional information and management
practices.
Distance to nearest dwelling not associated with the farm is in excess of 750 feet.
No floodplains exist on areas where waste is to be applied, no wetlands exist on areas to --
receive animal waste.
Cropping system is usually no -till corn for silage followed by no -till small grain for
silage. In some years due to weather and other factors other crops may be planted.
Cropland acres is in excess of Nitrogen produced.
The following managment practices should be used on pastured areas. Locate
feeders or feed troughs as far from creek, pond or other water source as possible and
maintain vegetative buffer between these areas to prevent animal waste from entering
watercourses. A 100-foot buffer (minimum) should be located between water source and
feeding area. If possible feeders, hay rings should be moved and rotated to prevent
excessive build up of animal waste. Animal waste concentrated in pastures should be land
applied at agronomic rates.

I.
BEALLGRAY FARMS INC.
WASTE MANAGEMENT PLAN
Manure Production
60% of manure enters storage ponds
40% of manure scraped and hauled
Manure Volume = 14 gals/head/day (cow)
3.5 gals/head/day (calf)
1. Feedlot
500 milk cows X 5.6 gals/head/day X 365 days = 1,022.000 gals/yr.
100 dry cows X 5.6 gals/head/day X 365 = 204,400 gals/yr.
40 calves X 3.5 gals/head/day X 365 = 51,100 Syr.
1,277,500 gaWyr.
5,301 tons/yr
2. Storage Ponds # 1,243
500 milk cows X 8.4 gals/head/day X 365 days = 1,533,000 gals/yr.
Storage Pond # 4
100 dry cows X 8.4 gals/hd./day X 365 days = 306,600 gals/yr.
liquid manure total = 1,839,600 gaWyr.
Volume = 245,936 cu.ft.
II. Waste Water 1,000 gaWday X 365 days = 365,000 gals/yr.
III. Bedding Dry manure used as bedding.

IV - RUNOFF
Storage Ponds
1. Normal Runoff- Concrete, roofs, waste ponds = 6.4 acres
1 day CN = 98 30 day CN = 92
Rainfall = 45.21 inches. Runoff = 59% of precipitation (IOcz AWN1FK
45.21 inches x .59 = 26.67 + 12 in./ft. x 278784 ft. sq. = 619,597 cu.ft. X 7.48 W
4,634,586 galions/year
2. Normal Runoff- Dirt lots, roads = 6.5 acres
1 day CN = 82 25% annual runoff unsurfaced feedlot.
(10 c-1 AWMFNI) 45.21 inches x .25 = 11.30 - 12 in./ft. = 283,140 sq.ft. = 266,623
cu.ft. x 7.48 = 1,994,340 gallons/year.
3. 25 year, 24 hour storm runoff= 6 inches rain 1 day CN 90
Runoff= 4.85 inches - 12 in./ft. x 561,924 ft. sq. = 227,111 cu. ft. x 7.48 = 1,698,790
gallons/year
Total Amount of liquids to store in waste ponds = 10,827,966 gallons/year
Total gallons to apply/year 1,698,790 gallons/year - 25 year, 24 hour storm = 9,129,176
gallons per year.
V. VOLUME OF STORAGE PONDS (See attachment of measurements).
Percent of total capacity
33% first stage 1,704,857 gallons - 33% of 25 yr. storm = 1,144,256
42% second stage 2,118,957 gallons - 42% of 25 yr. storm = 1,354,501
25% third stage 1,304,235 gallons - 25% of 25 yr. storm = 930,502
Total available storage capacity = 3,429,259 gallons
Assume three month storage period
Manure 1,839,600 gallons/year y 4 = 4591000
Wash Water 365,000 gallons/year t 4 = 91,250
Total Normal Runoff 6,628,926 gallons/year y 4'=. 1,657,232
Total gallons for three months = 2,208,382

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

WASTE UTILIZATION Pt'
REQUIRED SPECIFICATIONS
1. Animal waste shall 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 which 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 waste, he/she shall
provide a copy 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
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application 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 that is eroding
at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
5. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. When 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 or flies.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the 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.
Page: 7

• WASTE UTILIZATION Pik
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a,suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or 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.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 8

• WASTE UTILIZATION Pik"
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant 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 50 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
element. 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 for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
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.
Page: 9

Insect Control Checklist for Animal Operations
Source Cuuse --- HAil's to ConU'ol Insects - - Site Specific I'raciicr - --
Liquid Systcltls
1111sb filtlters Accumulation of solids O Flush system is designed and operilled
stlflicieully In remove acclmmiuled solids from
gullers as designed.
O Remove bridging of accumulated solids at
discharge
Lagoons and Pits Cnlsled Solids Plainlaltl lagoons, sculiog basins and plls where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
l->,ctssive vegetative + Ncoying vegetation W—IGlaintain vegetative control along hanks of
(if ou•lll lagoons and other impoundments to prevent
accumulation of decrying vegetative mailer
along mates cdge an impomidmem's perimeter.
Dry Systems
FCC, Ict . + heed Spillage R—nesign, operale and mainlain feed systems
bunk-crs and boughs) In minimize the
accumulaf ion of decaying wastage.
a'CIean up spillage on i1 routine bllsis (c.g., 7 - I0
day interval (hiring summer, 15-30 day inlerval _ 1
durilIg winter)-
I'eed Slulilgc Accumulations of feed residues Reduce moistore accumuhilion wilhin and
i1170111)d inlllledrate perinlctur of feed storage
areas by insuring drainage away hoof silt
cmdlor providitlg aderptate containment (e.g.,
covered bin fir brewer's grain and similar high t
innislure grain protlnels). ,
0 Inspect Air and remove or brc:lk up-.1MrlliolaWci
solids in filter strips aromid Berl sloragc as
needed.

Saurcc Cause IIMPs to Control lnseets - - - - Site Specific Practices -
Anima! I folding Areas • Accumulations of animal wastes er Eliminate low areas that trap moisture along
and feed wastage fences and olltcr locations where waste
accumulates and disturbance by animals is
Minimal.
�T t Ilaintain fence rows and filter strips aromid
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up ammitiiated solids as
needed). •
1)ty hlanurc I landling * Accunutlatious nfanimal wastes l temove spillage on a routine basis (e.g., 7 - 10
SysMus day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
P-1-1rovide for adequate drainage around manure
stockpiles.
CtYf spect for and remove or break up accumnlued
wastes in filter strips around stockpiles and
ManlllC handling areas as needed.
For more infitnnation contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina Slate University,
Raleigh, NC, 27695-7613.
i
AMIC - tJuvember 11, 1996. Page 2

Dairy Farm Waste Management Odor Control Checklist
11hips to Millituice 01101- - — - --Site Specific Practices
farnlstt ml Dairy production EI—Vegetativc or wooded buffers
l�tecolmnended hest maltagemeni practices
G—Good judgment and common sense
Pavcd lots ur barn alley Wet ntannre-covered surfaces Fr -Scrape or flush daily
surfaces R-Proniole drying wish proper ventilation
lic' ticd areas a Mile;
Ft-- i-ouline checks and maintenance on waterers,
hydrants, pipes, stock tanks
H—Troroule drying with proper ventilation
• Parllal microbial decomposition Replace wet or manure-covcrcd betiding
h1anure dry slacks • Partial microbial decolllposilion Provide liquid drainage for stored tltanure
Slurage lank or basin a Partial microbial decomposition ; n Ilouont or mid -level loading
setriace • Mixing while filling; n Tank covers
• Agilalion when un►plying Cl 11asin stir face mats of solids;
TI Minimize: lot runoff and liquid additions
f'i Agitate only prior to manure removal
�"1 Proven biological adelilivcs ur oxitl:tuts
Scaling b:tsiu sutlaccs Partial Microbial decomposition f,l Litlnid drainage front selded solids
• Mixing while filling El Remove solids regularly
• Agilan ut wlell elitplying
1%lanure. slurry or shidge Agitation when spreading a Suit injection ofshirrylslulges 1
5preadcr malcis . Valatile gas emissions W—Vash residual manurc from spreader after use:
Cl Proven hiolol;ic:tl additives ur nxidanls
I I,ICt,VEAL:d ntauure,
Volatile gas emissions whilt:
n
SOil iltjcetiott ufsEurry/sludges
slurry or sludge fill field
drying
n
Soil incorporation wildtin 18 ttrs
surlact
L� prcad in lhin imilorm layers fm rapid trying
F1
Proven biological athlit ives or oxid;uits
I:hr11 Lud.s
Agilation ofrecycled lagoon
n
rinsi, dunk covers; _ - —
liquid while Tanks are filling
El
Exlentd fill lilies to ot:ar 111111IIIII ol•I:tuks %vilh
anli-slpllon vellis
(kite+ltle drain collection
Agllallnn rhlrillg WilsleWillef
11ox CIIVCI.s
Of fimutioll boxes
coliveyalice
riMOU - 1•luvcnther 11, 1996,
Page 1

Source Cuuse BMI's to Minimize Odor' Site Specific Practices
Lift stulioils 9 Agitation during sump tank n Skimp tank covers
filling and drawdown
boll of drainpipes at a Agitation daring wastewater Fxleud discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon Sill -faces
Ifigatinn slirinkler
no-mcs
• volatile gas elitissian; Gr Proper lagoon liquid capacity;
• Biological mixing; 0 Correct lagoon stariltp procedures;
• Agitation R'-Miaimum surface area -In -volume ratio;
G1,10il inrtlin agitalion when pumping;
f ilecllanical aeralion;
Gt----,'rovcn biological addilives
• I ligh pressure agilatirm; P f(Irrigate on dry clays with lilllc ar no %vind;
• Wind drift Minimum recommendcd operating procedure;
prl'utup intake near lagoon liquid surface;
PK'Plimp from second -stage lagoon;
lush residual nfanure from pipes at eitd of
slurry/sludge pnmpings
[)call animals Carcass decomposition Proper disposition of carcasses
Slanding wilier aruuud • Improper drainage; C;r (hole and L-uulscape slld) dim walcr drains
limlilies 0 Mlcrnbial decomposition of away from tilcilities
organic loaner
Mild 11m1cil ()lull public 0 Poorly luaintained access rualls fa' Fiuln access road nrlirllenance
rimds bolo filml access
Additional Intiinwi ion : Availublc From :
Cauk Manure Managemem ; 6300 RUICIBUIP Packet - — NCS0, Caujily Exicilsiml Center
11airy tahlcatiomil Ilnit Manufe fvlanagemetnl System - Lake Wheeler Road field Laboratory ; FBA 309-95 NCS11 - IIAI:
Lagoon Desigo alld Managenlenl fur livestock Manurc 'I featlnenl arlll Sloragc ; IalAli 103-83 N{:SI I - IIAI:
Management of Dairy Wasteivaler ; FIIAE 106-93 NCSI I - 11AE
t'idibllitiull ufMiIIIItre anti Waslewaler Applicalion (equipment ; FIIAF Fact Sheet NC'SI I - BAF
I;Jnii.uicc t'nnecrny ill Animal Manure Management: Odors and Mies ; PRO 1995 Coallere.lice I'ruccediogs Florida Cimperitive Exlertsiuu
A M(W - November 11. 1996, I'age 2

State of North CarollA
Department of Enviro ment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
April 6, 1999
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
James Graharn
Beallgray Farm Inc.
1218 Belmont Rd
Linwood NC 27299
Farm Number: 29 - 3
Dear James Graham:
NCDENR
(NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
You are hereby notified that Beallgray Farm Inc., in accordance with G.S. 143-215.1OC, must
apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your
farm has six 60 da s to submit the attached application and all supporting documentation. In
accordance with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section 19(c)(2), any
owner or operator who fails to submit an application by the date specified by the Department
SHALL NOT OPERATE the animal waste system after the specified date. Your application must
be returned within sixty (60) days of receipt of this letter. Failure to submit the application as required
may also subject your facility to a civil penalty and other enforcement actions for each day the facility is
operated following the due date of the application.
The attached application has been partially completed using information listed in your Animal
Waste Management Plan Certification Form. If any of the general or operation information listed is
incorrect please make corrections as noted on the application before returning the application package.
The signed original application, one copy of the signed application, two copies of a general location
map, and two copies of the Certified Animal Waste Management Plan must be returned to complete the
application package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
Post Office Box 29535
Raleigh, NC 27626-0535
If you have any questions concerning this letter, please call Dianne Thomas at [phone]
extension 364 or Ron Linville with the Winston-Salem Regional Office at [phone]`.i
Si erely,
G
or Kerr T. Stevens
cc: Permit File (w/o encl.)
Winston-Salem Regional Office (w/o encl.)
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

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RECEIVED
Animal Waste Management Plan Certification
(Please tape or print all information that does not require a signature) DEC 16 1997
xistina or New or Expanded {please circle one) WATER QUALITY SECTION
PK1-- --- ^
General Information:
Name of Farm: 13 z A ' 1N4. Fdcilifv No" 2 -"03
Owner(s) Name: 6.-,, Alg n Phone No: 51a/ys6- 7762
Mailing Address: -7
Forttt Location:
Ccunty Farm is located in: 12,gviosea
Latitude and Longitude: .:LS _ _J�y 1742 / 86 zo 21
PIea_se attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions. milepost, etc.): 4L41 Cyr ez'9__Z_-9S_
Overa.tion Descrintion:
'lope of Si vine No. of Animals
:1 Wean to Feeder
Feeder to Finish
:� Farrow to Wean
J Farrow to Feeder
0 Farrow to Finish
Type ofPoulrn• No. ofAnimais
Layer
Pullets
Other Type of Livestock:
Ttipe of Carrle No. of Animals
wiry G
Z2 Beef
A"umoer of Animals:
Expanding Operation Only F
Previous Design Capacity: Additional Design Capacity. -
Total Design Capacity
Acreage Available for Application: /Do 9 _ Required Acreage: - goo
Dumber of Lagoons I Storage Ponds : 44 Total Capaci % o7S, 7/Z Cubic Feet (ft�)
Are subsurface drains present an the farm: YESor N (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRY FIELD (please circle one)
********Mc********************************* E***************acre**********ic******yt*fc***
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation any::
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion'to the existing design capacity of the waste treatment and
storage system or construction of new facilities will rewire a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of animal
Waste from the storage or application system to surface waters of the state either directly (hroush a man-made convevancr or
from a storm event less severe than the 25-Fear. 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
orfict or the loom Soil and Water Conservation District. I (%vc) know that any modification must be approved -by a technical
specialist and submitted to the Soil and «'ater Conservation District prior to implementation. A change in land ownership
require: written notification to DEM or a new certiti._tion fir (he approved plan is chanecdi within 60 days of a title transr-er.
\ante of Land 0\i ei
Si��nature:
Name of Mana,t=riif,
Siznature:
Date:
-XWC -- januory 1. N117

Te*nical Specialist CertifiSon
I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to I5A
NCAC bF .0005. 1 certifv that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM)
as specified in 15A NCAC 2H.0317 and the USDA -Natural Resources Conservation Service (MRCS) and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0317 and 15A NCAC 6F .0001-.0005. The
following elements are included in the plan as applicable. while each category designates a :echnical specialist who may
sisn each certification (SD. S1. W1r_P, RC. 1), the technical specialist should only certify pans for which they are technically
competent.
I.I. Certification of Design
A) Collection. Stornae. Treatment Svstem
Check the appropriate box
R"Existin facility without retrofit (SD or WLtP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
_I \ev. expanded or retrofittedfacility(SD)
Animal waste storage and treatment structures, such as but not limited to collection syste:as, lagoons and ponds,
have been designed to meet or exceed the minimum standards and specifcatiens.
Name of Technical Specialist (Please Print):Y�/11'�s
Affiliation-.
Address(Agency3el ,�.� r�-a �� :. d?s�
(• . ): � .S'f L��- Svc. � 7ZSLPhone No.� a�f�- a
Signature:_Date:
B) Land Application Site (WUIP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraui'tc and nutrient loading rates.
Name of Technical Specialist (Please Print): _Zle:r./
.affiliation:_ 0,16v_
Address(Agency): r- 02 '2-Sz-_Phone i`io.:__F��/:
Signature:_--
C) Runoff Controls from Exterior Lots
Check tire appropriate box
G Facility without exterior lots (SD or W21P or RC)
This facility does not contain anv exterior lots.
it.�Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas gave begin desicned in
accordance with technical standards developed by tiRCS.
Nome of Technical Specialist (Please Print): 1/01 AY; has
\fr flier:
.addrest.-k`enc5.•): 3-o �—�faf � S� Z x X6 . ���sz Phone No.: fle 267s'
S[,:nature: � 1`����<.aa _ Date:
ANVC -- .Jjo:usry 1. 1997

0 0
D). Application and Handling Equipment
Check the appropriate bore
��E.istin or e�cr+anding fat i�ity ith existing �va�te application equipment (WUP or I)
Animal x aste application equipment specified in the plan has been either field calibrated or evaluated in
ac:ordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for'tituing of applications has beeo
established: required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan),
Nz_%i'. expanded.or existing facility without existing waste application epLipment_forspray
irrigation. (I)
Animal waste application equipment specified in the plan has been designed to apply Waste as necessary to
accommodate the waste management plan: (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates. a sc edule for timing of
applications has been established: required buffers can be maintained; calibration and adiustment guidance are
contained as part of the plan).
J New. expanded, or existing facility_ without existing waste application equipment for land
spreading, not using spray irrigation. (W P or 1)
Animal waste application equipment specified in the plan has beep selected to apply waste as necessary to
er accommodate the waste management plan; (proposed application equipment can co�'the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates: a schedule for timing of
applications has been established: required buffers can be maintained: calibration and adiustment guidance are
contained as part of the plan).
Name of Technical Specialist (Please Print); ,1,,,1��•C/.'ter ,�� _ �_
Affiliation: v
Address(Agency): of a�r S sz_ Phone No.:
Signature: Date:_
E) Odor Control., Insect Control, Mortality'Vanagement and Emergency Action Plan (SD,
SI.N17 P.RCorIl
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist. a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects
have been evaluated with respect to this site and Best Kfanaeement Practices to Minirrtize Odors and Best
%lanagement Practices to Control Insects have been selected and included in the waste management plan. Both the
Nlort,Lty Management Plan and the Emergency Action flan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print):
Affiliation: .?QAX ZS-,2.J Y4.-1
Address(Agency): '-'d Z-!-i Phone No.:_&ela s%Z-_-.,D?
Signature:_ �'.�.�� �.�� ��_— -- Dater-
F) Written \otice of `ew or Expartdino. S%vine Farm
The follo%%ing signature block is only to be used for new or expanding sine farms that begin construction after June
21, 1996. If the facility was built before June 21. 1996. when was it constructed or last expanded
I iwe) cenify that I (%ve) have attempted to contact by cenifiied mail all adioinin_ property owners and all property owners
who own property located across a public road, stre:t. or highway from this new or expanding swine farm. The notice was in
compliance with the requirements of NCGS 106-505. A of the notice and a list of the prove.-tv owners notified is
attwched.
Name of Land Owner :
Si,_,nature: Date:
Name of NIanaT_eri it diffLr4nt froin owne,i:
Si _,nature Date:
%VC -- J;inuary 1, 1997;

0
I'll. Certification of Installation
A) Collection, Storage, Treatment Installation
New, eC anded or retrofitted facility (S1)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have been installed in
accordance with the approved plan to meet or exceed the rrt rdmum standards and specifications.
For existing facilities without retrofits, no certtftcation is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
B) Land Application Site OV P)
Check the appropriate box
The cropping system is in place on all land as specified in the animal waste management plan.
0 Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping system
as specified in the waste utilization plan has not been established and the owner has comrniaed to establish the
vegetation as specified in the plan by (momh/day/year); the proposed cover crop is appropriate.
for compliance with the wasteutilization plan.
❑ Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days -
of this certification. the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist (Please Print): s --
Affiliation: o,.)
Address(Agency): 3e Z,,y . N4 2 72-92- Phone No.: /a/as%.z- 20 >.s
Signature:...��J'�,�, /i' _ Date:
This following signature block is only to be used when the box, for conditional approval in III. B
above has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilization plan. and
if appropriate to establish the interim crop for erosion control. and will submit to DEM a verification of completion from a
Technical Specialist within I5 calendar days following the -date specified in the conditional certification. I (we) realize that
failure to submit this verification is a violation of the waste management plan and will subject me (us) to an enforcement
action from DEM.
Name of Land Owner:
Signature-. Date:
Name of Manager(if different from owner):
Signature:
Date:
AWC -- .lanuun' 1. 19117

C) Runoff Controls from Efrior Lots (RC)
Facility with exterior lot.
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified
in the plan. .
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print): /u 2L, s T
Affiliation: 412&se,,ro,o �5i.,t d _
Address (ARenev): �j -rr�-r S� , Lmv 0614_..y Phone No.:
Signature:
D) application and Handling Equipment Installation (WUP or I)
Check the appropriate block
lQ� nimal waste application and handling equipment specified in the plan is on site and ready for use; calibration
and adjustment materials have been provided to the owners and are contained as par. of the plan.
ZI Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract; equipment specified in the
contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as par, of the plan.
._! Conditional approval: Animal waste application and handling equipment specified in the plan'has been
purchased and will be on site and installed by (month/day/vear); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with the
cropping system contained in the plan; and calibration and adjustment guidance have been provided to the
owners and are contained as part of the plan.
Name of Technical Specialist (Please Pant): llgzggl
Affiliation: r LJC
Address (Agertcy); a/ a 7 ��a Phone No.:
Signature: Date: L/ 's -7
The following signature block is only to be used when the box for conditional approval in III D
above has been checked.
I (,,ve) certify that I (we; have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist Within 15 calendar days following the date specified in the conditional certification. I
(we) realize that failure to submit this verification is a violation of the waste management plan and vvill subject me
(us) to an enforcement action from DEM.
Name of Land Owner:
Signature: _ Date:
Name of different from owner):
Si -nature: Date:
E) Odor Control, Insect Control and Mortali6- Management (SD. SI. WUP RC or i)
Methods to control odors and insects as soecifted in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
Nance of Technical Specialist (Please Print):_`/
Affiliation: < C
Address(A,,cnc;,, t:,_.. Nam- a �� Phone No.
Signature: Date: Z--22212
-kl1'C -- Jnuuary 1. 1997

Please return the completed form to the Division of Water Quality at the following address:
Department of Environment, Health, and Natural Resources
Division Of Water Quality
Water Quality Section, Compliance Group
P.O. Box 29=35
.Raleigh; NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
`Management PIa.n to the local Soil and Water Conservation District Office and to keep a copy in
your files with your Animal Waste tiManagement Plan.
ANVC -- january 1. 19117 6

�1
EMERGENCY ACTION PLAN.
is .'-�•a �:. i'l �:'ai . :.7 t.—, :j.. � _ :b , .. .. •� '.r��ti °.5'•r
THON
.., _. DWQ-410-771=4600
EN-MRGENCY Nt: UNAGE\E:v'T SYSTEM
SWCD 410— 4 — 075
NRCS
T'nis 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 mayor 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. CIose valves to eliminate further discharze. .
d. Repair all Ieaks prior to restarting pumps.
D'. Leakage from flush s}'stems, houses. solid separator -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
C. 'Make sure no siphon occurs.
d. Stop all tloxv.i in the house. tush systems. or soNd separators.
Dezznilhe: 14. 1996

e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage,
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and rill
holes and compact with a clay type soil.
c. Have a professional evaluatethecondition 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 anv surface waters?
b. Approximately how much was released and for what duration?
c. Anv damage noted, such as employee injury, fish kills, or propery 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?
s. 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 hou s, call your DWQ (Division of Water Quality)
regional office; Phone9jO.17-V"DbAfter hours, emergency number: 919-735-39'1.
Four 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 Ieaves property or enters surface waters, call local EMS Phone number -
c. Instruct EMS to contact local Health Department. 5� �yi-�o7s
d. Contact CES, phone number - - , locaI SWCD office phone number l-
and local NRCS office for advice/technical assistance phone number
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:
l,
_' D..mer IS. I nab

6: Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer: etc.)
a. Name: —//Offd )CZ:114 .0
b. Phone: 910 aqa - jrj7S
M
7: Implement procedures is advised by DWQ and technical assistance agencies to
rectify the damage. repair the system. and reassess the waste management plah to
i keep problems wIth release of wastes from happenin'g again.
3 Dec;.mher 13, 1996

Mortality Management Methods
(check which method(s) are being implemented)
4.
Burial three feet beneath the surface- of the ground within 24 hours after
knowledee of the death. The burial must be at least 300 feet from ZAV flowing
stream or public body of water.
Rendering at a rendering plant licensed under G.S. 106-168.7
Complete incineration
In the case of dead poultry only, placing in a disposal pit of a size and designapproved by the Department of I -
Anv method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)

U. S. DEPARTliEHT OF AGRICULTUREW NC-ENG-40
Solt Conservation Ser9lcr Rev. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME : ,l�Al/s�;z Date:
county:
Address: 14Z Yd/ a`/7
/sfe,oyz: 1140••'a' ,2: /
236
LENGTH
BIDE SLOPE 2 TO 1 /
W
p .r A9E. TOP ELEV. Qv,
4 py10
pia
I 1 i 1
o AYE. BDTTOY ELEV. //'s
LENGTH
�02
(See beck for` volues calculstions)
Use of facility: 6clAx/
capacity: 470s;957 _ _ _Gallons Ft3
Soil Type:'
Bench Mark Description
Bottom.
Normal Liguid Level
Storage for normal Precip.
Maximum Liquid Level
25 yr. Storm Storage
Crest ESW
Max.Flow Depth
Freeboard
Top of Dam
0?39 x/31= �2iga�
;t/I ,, i1�- xy= /oGg7�
K /G, �8Xa7 s1
Elev.
Elev.
(+)
Ft.
Elev.
(+)
Ft.
Elev.
(+)
Ft.
(+)
Ft.
Elev.

U. S. DEPARTMENT OF AGRICULTURE
Solt Conservation sorolca
• NC-ENC-40
Rev. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: A9tr//�.�� �/� -... Date: 3/ /5
County:
Address: A1.4,46 a.Jl
1/509
2 'V7
LEN47H
SIDE SLOPE ?- TO 1
w
o AYE. TOP ELEV.AQO
/oF,
w , —� _ '22..5' YID SECTION
/ 0 8 ��
I o AYE. 6QT7t7M V.
LENGTH
2d9'
/Va r4
(Son back faf volume calculations)
Use of facility: Al sf� Sto.,. Po,av
Capacity: (/8.957 _ Gallons 23i 83 Ft3
Soil Types
Bench Mark Description
Bottom.
Normal Liguid Level
Storage for normal Precip.
Maximum Liquid Level
25 yr. Storm Storage
Crest ESW
Max.Flow Depth
Freeboard
Top of Dam
, 41 ass
4;Lx,r
.20q x
�,2Ild2_ =a8
Elev.
Elev.
(+)
Ft.
Elev.
(+)
Ft.
Elev.
(+}
Ft.
(+)
Ft.
Elev.

1
U. S. DEPARTMENT Of AGRICULTURE •
Soli Conservation Saralta
fr�
• RC-ENG-40
ReY. T/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME:
county:
Address: // oNl
3. w s�Ayc
3 So
LENGTH
i
SIDE SLOPE Z-_TO 1
w
r� , AVE. TOP ELEV.
4&ry,o a/
P.
I 1 0 8. 49
I 1 i 1
AYE. 'BOTTCY ELEY.
L LENGTH
r 3/8
(San book !ar volum caloulatlars)
Use of facility: ZJ. S/r S�or� Po.Jd
capacity: 13olf23.S Gallons Ft3
Soil Type:'
Bench Mark Description
Bottom.
Normal Liguid Level
Storage for normal Precip.
Maximum Liquid Level
25 yr. Storm Storage
Crest ESW
Max.Flow Depth
Freeboard
Top of Dam
C,03 ��x 6S" 86B`�°
319 Y �9 " IS58 �-
Elev.
Elev.
(+)
Ft.
Elev.
{+}
Ft.
Elev.
{+}
Ft.
(+}
Ft.
Elev.
6 a o�7 z x /7�f,3�� .

U. S. DEPARTMENT OF AGRICULTURfe
Soil Comervation Service
• . NC-EHG•40
Rev. T191
PLAN OF EXCAVATED WASTE STORAGE PIT
NAM: --- t��,o�%�,a� ram, s �Nc- Date:
County:
Address:
li(f�1S d G r• E 0,j 7
57 -psi poa�/.'66�
Jam
a
;0O 4
ey �o
w
/ , W
1
�1CY�
SIDE SLOPE To 1 /
/
.._ AVE. TOP ELEV.
- -L97 -
1
AVE. BOTTOM ELEV. I
/'1,:
T
(Sea back for roluaa calculations)
Use of facility: _ /.,01)J /37 S��xc - Gu.✓a a,�� __
capacity:— 29/P.2 77 _ Gallons 39414" Ft3
Soil Type: '
Bench Mark Description
Bottom.
Normal Liquid Level
Storage for normal Precip.
Maximum Liquid Level
25 yr.-Storm Storage
Crest ESW
Max.Flow Depth
Freeboard
Top of Dam
Elev.
Elev.
(+)
Ft.
Elev.
H
Ft
Elev.
(+)
Ft.
(+)
Ft.
Elev.

VOLUME OF A TRAPEZOIDAL PIT
one equation for calculating the volume of a trapezoidal pit is:
Volume - h [(area of top). + (area � ofbottom) + (4 * Iareaa�
6
of midsection)] = Ft3
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 :rust be greater than 2Zd

C, c
0 d a U, t
q4. V, u- .1%t
.. . ... ... ... . ...
..... .....
.7 t

NC
113119.5
v✓{�.s Tf fTO' /�5 Y,9� C. /9 �(r G a NS
Ay E D- .
flssurn f 2: / s, d s/�.s
A7 r
--- ... 2 e1/ --r
3,d
slag _.
n
/ 3 q e7-

IRRIGATED WASTE APPLICATION AREAS
TRACT FIELD SOEL TYPE ACRES
1016 4
DaB
25.0
6A
DaB
9.0
7
DaB
36.0
8
DaB
13.3
9
DaB
22.8
4652 IA, 1 B
DaB
8.9
2A
DaB
T4
2B
DaB
8.3
2C
DaB
3.0
3A, 3B
DaB
6.0
3C
DaB
5.9
4A, 4B
IrB
9.7
4C, 4D
IrB
9.4
5A, 5B
IrB
8.9
8A
MeB
9.9
8B
MeB
7.6
9A
MeB
4.4
9B
MeB
1.4
10A
DaB
5.2
I I A, 11 B
MeB
10.7
1 I C, 1 ID
MeB
10.1
11E, 11F
MeB
8.1
11247 1
DaB
9.1

R
IV. Land 6pplication of Animal by Irrigation
Total amount to apply 600 cows x 76 lbs. N/yr x 60% = 27,360 lbs.
1. Soils for Irrigation
Davidson loam, 20B, Group Index 2, Maximum rate with cover = .30 in/hr.
Permeability 0.6 - 2.0 in/hr. Unified ML, SM, CL - ML, CL
Mecklenburg loam, 54B, Group Index 2, Maximum rate with cover = .30
in/hr permeability 0.6 - 2.0 in/hr.
Iredell loam, 56B, Group Index 12, Maximum rate with cover = .20 in/hr.
Permeability 0.6 - 2.0 in/hr Unified ML, CL, - Ml, CL
2. Crops to Receive Waste by Irrigation
Croce^_ Yield R.Y.E. _ *Maximum PAN/Ac.
Corn Silage
24 tons/ac.
12 lbs N/ton
288 lbs PAN/Ac.
Tropical Corn Silage
24 tons
12 lbs N/ton
288 lbs.
Small Grain Silage
10 tons
12 lbs N/ton
120 lbs.
** Sudangrass Silage
10 tons
12 lbs N/ton
120 lbs.
Ryegrass Silage
7 tons
12 lbs N/ton
84 lbs.
* Maximum Plant Available Nitrogen/acre/crop. Include both commercial and organic
forms of nitrogen as well as residual nitrogen from legumes (Soybeans, Alfalfa).
** Sudangrass/Sudex/Sorghum Silage, Yields and pounds of plant available Nitrogen
are estimated amounts. It is recommended that producer take plant tissue samples for
analysis by NCDA The crop should also be weighed to determine more accurate
yields.
Warm Season Annuals yields grown under irrigation have been increased 10 to 15
percent since fresh water is available to water crops if producer desires.
3. Mplication Schedule for Irrigated Waste
Corn: March, April, May, June, July
Tropical Corn: April, May, June, July, August, September
: Small Grain: February, March, April, September, October, November
-. Sudangrass: May, June, July, August
Ryegrass: February, March, April, September, October, November

�Sz
I0/6
% y65�-
WETTABLE ACRES FOR D iR1�4ipy r�Or�..S
TRAVEL LANE SPACING % 7d �yb NEW OR EXISTING �r�J
lit
AKU
ZiTAKI '
. 5":Ur
PULL
DIA.
PULL
DEG.
END
TABLE
LENGTH X
W/4�60 TOTAL
END
TABLE
TOTAL WET. AC,.
1
if36
e
?
. 9
Nf
0
31B'
�. $
0
Nf, 70
3
27a°
._9.9
we7°
78''
318 `
o
NE 70
.z.
fi
'z130�
C
270°
. 99
NF-7O
1023
318'
7.S
.q,7
N£ 7d-
`I a
2. A
q o'
E
7-70°
: 99
r 70
Z
,/o.
AIC 70
.� (
0
1270
°
. 97
a
loo7 '
00 '
. 9
7
/UTC7a
8.3
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270a
• 97
N�70
23 /
ao'
, 6
. zf7
Nr7°
. o
lei
43o '
1
2 70 °
- 97
Rlf7O
6
00 '
D. 8
0
/. 7
�o�
270°
.97
ivl7�
5-79'
00
O
N--70
.3
3 C
z130"
E
�270 �
. 97
NF 70
3/8
119
tirf 7Q,
S9
q A
2 70 °
. '9 9
£ 70
330'
318
Z-
O
Nic 70
3- 4'
418
430
f
27e°
. 99
N-T70
6'
319'
_3
0
of 70
i f
41.3-0
F
2%°
. 99
.vf o
7•
g'
p
Nf 7°
S
-'YID
.3o
2706
P9
Ng7°
7
/
[/
.0
NE 740
• 9
1136'
E
270°
yy
III E7Q
go'
/8'
2.8
D
��7a
3�7
113"
70°
.99
-E70
578
3,/8
O
NE70
S.Z
$R
V30'
E
7o°
• 95
/v1:7o
/3
4c,3o '
2 70 °
• r19
L qo
8 Z
31
6.1
. S< !
A)1 70
A
430
f
270°
. 9Y
vf70
2. 9
. z/q i
of70
Z/
9B
'130'
If270
°
O '
g 70
?O4
3i8-'
/,
p
Jr 70
/•

i y6s`2-
j nleI7
�q
WETTABLE ACRES FOR
TRAVEL LANE SPACING % o%a NEW OR EXISTING /fJ�
PULL
DIA.
I/ E
PULL
AK{.:
DEG:
bTAK'l
END
TABLE LENGTH X
W/43560 TOTAL
slut,
END
TABLE TOTAL WET." -AC.
o fi
.30'
;C
Z9o°
. 94'
NE 7o
Z
7
• �f9'
N 70 :.
Z
11,4
',q3o,
70
.99
- 70
76"
1/7
1113
1130'
C
2-7 °
. 9 y
IVE 76
3
3i
o
a
N 70
G
5�3° �
l
.270 '
' 77
70
,S�,Sy
00"
o
/V �7°
�f 7
// o
.4130
1
a 70 '
. y 7
N1-7,b
�-4W
,76 o
0
N 1 70
C
//36'
1,?70
,;7
. y`!
. yy
NF76
Ni 70
3,30
318,
_
o
N-E 70
NS 70
�
7
36
E
Z70
- 97
Nit 70
4
318'
9
N C 70,
9.

1. Make and model number"- YA1*y
2. ' Length of lateral line 82feet
3.. Does the.machine have an end gun or an end sprinkler? x - ._Yes, no
If it has an end gun or an end sprinkler, list the make and model of the end gun or the end
sprinkler IVEISCN /oo
If an end sprinkler, list nozzle size inch, if and end gun, list nozzle size
p_ Q ___ inch, also list nozzle type ring orifice,
taper bore orifice
4. Operating pressure at the pivot point B o psi
5. Is the machine used on more than one area (towable)? X yes, no.
If yes will need to compute acreage for each circle or part of a circle.
6. Does the machine have a booster pump for the end gun or the end sprinkler? des, - X-- _ no
If yes indicate the size of the motor which drives the pump to operate the end sprinkler or end gun
7. Is the machine operated X full circle, X part circle?
If part -circle, indicate the portion of a circle which is irrigated? /9,!� 7/0 - 2 70 ° -
8. If the machine is towable, indicate arc angle for all areas on which the machine is operated
/ 8g.° /87 ° -� 2 7o °
** 9. Are sprinkler mounted on drops below the lateral pipe?
or on top of the lateral pipe? x
* * 10. Number of towers_
** 11. Tower spacing feet. They may not all be the same.
If not, please indicate _/ - Z6�6. 4/-R6 ! -;Fo
** 12. Lateral line size 4 •- inch. Indicate if there is more than one lateral size
**13. Type of sprinkler: ad rotary impact, spray nozzle, rotator
** 14. Obtain from grower or dealer who supplied the machine the design capacity of the machine
7S 7 gpm.
V'' * 15. If possible, obtain a printout of nozzle package for the machine.
**16. Supply line size inch
**17. Supply line length feet. From pump to most distance pivot point.
**18. Pump make and model number _
** 19. Pump capacity gpm
**20. Engine make and model number , or
**21 Electric motor horsepower and rpm hp, rpm
N= The machine needs to be operated to obtain the pressure at the pivot point.
* Locate on a copy of the map the pivot point(s) and the area covered by the machine. If the machine is
towable indicate the several areas covered by the machine. Also locate the supply line. Irrigated acreage
is obtained by area covered by each circle or part of a circle.
** Optional data, furnish where possible.
*** Information furnished by
and/or
Signature of Owner or Facility Representative Signature of Technical pecialist
Printed Name of Owner or Facility Representative
Date
Printed Name of Tecfinical Specialist
Date 3/7 9 99
* * * Only the person or persons collecting the data should sign the data sheet.

To calculate irrigated acres, collect the following data:
1. Radius of machine (length of lateral) G 8 2 feet
2. Measured radius of end gun or end sprinkler 15 feet
3. Measure arc.angle of machine operation, w = °
.4. Ilen use .the equation
A n(r}s x W
43,560 3600
r = radius of machine + 0.9 radius of end gun or end sprinkler
7c = 3.14 = constant
w = are angle of machine operation
43,560 = constant = f /acre
Collect the following data for each circle or part of a circle and compute irrigated acres for each
circle or part of a circle.
Tract No. /o/6 Radius of machine dA z_ feet
Field No. �_ Radius of gun i 30 feet
Arc angle of operation, w JA 7 °
Irrigated acres ZS. 0 acres
Tract No. /ol6 Radius of machine /8 z feet
Field No. �_ Radius of gun i Sa feet
Arc angle of operation, w 290 °
Irrigated acres 36. 0 acres
Tract No. 1p/d Radius of machine G82 feet
Field No.Radius of gun 15o feet
Arc angle of operation, w /90/ °
Irrigated acres acres
F� 8 Total irrigated acres q 9. / acres
Add additional work sheets if needed. Show data for each circle or part of a circle shown on the
map. The map should include all fields shown on the WUP.
Date _ ,3Z g- 9
Calculations by
Signature of WA Technic Specialist
d _ D.G,//
Printed Name of WA Technical Specialist

Table NE70. Design Area Allowances for New or Expanded Hard Hose Traveler Systems
EXTERIOR lane - in field with multiple overlapping lanes: 1
Hydrant Spacing based on 70 percent of wetted diameter,
(Areas shown are acreage outside starting/stopping gun location)
wetted start end Stop end wetted area, acres
diameter wetted
d area arc angle arc angle arc angle arc angle arc angle
feet acres 180 degrees 225 degrees 270 degrees 315 degrees 330 degrees
(B) R . (D) (E) (F) P)
150
0.12
0.00
0.03
0.06
0.09
0.10
160
0.14
0.00
0.03
0.07
0.10
0.11
170
0.16
.0.00
0.04
0.08
0.12
0.13
180
0.17
0.00
0.04
0.09
0.13
0.14
190
0.19
.0.00
0.05
0.10
0.14
0.16
200
0.22
0.00
0.05
0.11
0.16
0.18
210
0.24
0.00
0.06
0.12
0.18
0.20
220
0.26
0.00
0.06
0.13
0.19
0.22
230
0.28
0.00
0.07
0.14
0.21
0.24
240
0.31
0.00
0.07
0.15
0.23
0.26
250
0.34
0.00
0.08
0.16
0.25
0.28
260
0.36
0.00
0.09
0.18
0.27
0.30
270
0.39
0.00
0.09
0.19
0.29
0.33
280
0.42
0.00
0.10
0.21
0.31
0.35
290
0.45
0.00
0.11
0.22
0.34
0.36
300
0.48
0.00
0.11
0.24
0.36
0.40
310
0.52
0.00
0.12
0.25
0.39
0.43
320
0.55
0.00
0.13
0.27
0.41
0.46
330
0.59
0.00
0.14
0.29
0.44
0.49
340
0.62
0.00
0.15
0.30
0.46
0.52
350
0.66
0.00
0.16
0.32
0.49
0.55
360
0.70
0.00
0.16
0.34
0.52
0.58
370
0.74
0.00
0.17
0.36
0.55
0.61
380
0.78
0.00
0.18
0.38
0.58
0.64
390
0.82
0.00
0.19
0.40
0.61
0.68
400
0.86
0.00
0.20
0.42
0.64
0.71
410
0.90
0.00
0.21
0.44
0.67
0.75
-• -
420
0.95
0.00
0.22
0.46
0.71
0.79
430
0.99
0.00
0.23
0.49
0.74
0.83
440
1.04
0.00
0.25
0.51
0.78
0.86.
450
1.09
0.00
0.26
0.53
0.81
0.90
460
1.14
0.00
0.27
0.56
0.85
0.94
470
1.19
0.00
0.28
0.58
0.89
0.99
asa ,
1.24
0.00-
0.29
0.61
0.92
1.03
-1.29
0.00
0.30'
0.63
0.96
1.07
• .`
500
•1.34
0.00
0.32
0.86
1.00
1.12
Page 29

Table N170. Design Area Allowances for New or Expanded Hard Hose Traveler Systems
IN MOR lane - in field with multiple overlapping lanes:
Hydrant Spacing based on 70 percent of wetted diameter,
(Areas shown are acreage outside starting/stopping gun location)
wetted start end Stop end wetted area, acres
diameter wetted
d area arc angle arc angle arc angle arc angle arc angle
feet acres 180 degrees 225 degrees 270 degrees 315 degrees 330 degrees
(8) R (D) (E) (F) (G)
150
0.12
0.00
0.03
0.06
0.09
0.10
160
0.13
0.00
0.03
0.06
0.10
0.11
170
0.15
0.00
0.03
0.07
0.11
0.13
180
0.17
0.00
0.04
0.08
0.13
0.14
190
0.19
0.00
0.04
0.09
0.14
0.16
200
0.21
0,00
0.05
0.10
0.16
0.17
210
0.23
0.00
0.05
0.11
0.17
0.19
220
0.26
0.00
0.06
0.12
0.19
0.21
230
0.28
0.00
0.06
0.13
0.21
0.23
240
0.30
0.00
0.07
0.15
0.22
0.25
250
0.33
0.00
0.07
0.16
0.24
0.27
260
0.36
0.00
0.08
0.17
0.26
0.29
270
0.38
0.00
0.08
0.18
0.28
0.32
280
0.41
0.00
0.09
0.20
0.31
0.34
290
0.44
0.00
0.10
0.21
0.33
0.37
300
0.47
0.00
0.10
0.23
0.35
0.39
310
0.51
0.00
0.11
0.24
0.37
0.42
320
0.54
0.00
0.12
0.26
0.40
0.45
330
0.57
0.00
0.13
0.28
0.42
0.47
340
0.61
0.00
0.13
0.29
0.45
0.50
350
0.65
0.00
0.14
0.31
0.48
0.53
360
0.68
0.00
0.15
0.33
0.51
0,56
370
0.72
0.00
0.16
0.35
0.53
0.60
380
0.76
0.00
0.17
0.37
0.56
0.63
390
0.80
0.00
0.18
0.38
0.59
0.66
400
0.84
0.00
0.19
0.40
0.62
0.70
410
0.89
0.00
- 0.20
0.43
0.66
0.73
420
0.93
0.00::
0.21
0.45
0.69
0.77
430
0.97
0.00
0.22
0.47
0.72
0.81
440
1.02
0.00
0.23.
0.49
0.76
0.84
450.
1.07
0.00
0.24-
0.51
039 '
0.88
460
1.12 '
0.00,
025
0.54
0.83
0.92
470 -
1.16
0.00
0.26
0.56
0.88
0.96
480 .._ . _
1.21 :
0.00 `'
0.27 •
0.5$
0.90 `
1.00
490
127 -
0.00 `-
.0.28'
0.61
0.94
1.05
�. 500 .-. -
1.32
0.00 =
0.29 =
0.63
0.98
1.09
Page 33

GRA-MAC DISTRIBUTING COMPANY
DuS9(ln -- Sfdc•S --- Service
COMPLETE IRRIGATION SYSTEMS
TELEPHONE: ADVANCE EXCHANGE
1919) 998.3232
19191 998.3500
Beallgray Farms
Linwood, NC
Specification Sheet
1. Acreage under the traveler coverage ±140 acres.
ROUTE 2. BOX 212
MOCKSVILLE. N. C. 27028
2. System is designed using an Amadas 2450L Slurry Reel with 1050' of 4 1/2"
ID PE hose, hydraulic drive, and a Nelson SR200 gun.
3. The Nelson SR200 gun is intended to operate with a maximum ring orifice
of 1.56" at 70 PSI, 445 GPM, with a diameter throw of 430'.
4. Lane spacing will be 300' (430 X 70%).
5, Ttl vstem is,designed to operate with a 60 HP electric slurry pump,
-r Cornell X 14T, 1750 RPM, as the primary pump at the lagoon site.
This pump is capab`l-e-of pumping 670 GPM at 82 PSI (190 head feet), which
is the proper condition for-oR(�Fating the Valley Slurry Pivot already on
Sip the farm. This Cornell pump can a_ls-o s- p' ly 445 GPM at 84 PSI (195 head
AJIVED feet) for operation of the traveler.
M
�,QLN, The customer has been using a Doda PTO Slurry pump m-move their lagoon
waste and will continue to use this pump as a booster at thy --traveler
M• location to increase the slurry pressure by approximately 40 to 50"PSj,,
6. Traveler system pressure requirement:
Gun
70
PSI
1050' of 4.5 ID hose
28
PSI
1400' of 8" PVC Pipe (.26/1001)
3.6
PSI
2000'.of 6" PVC Pipe (1.0/100')
20
PSI
Misc
5
PSI
126.6
PSI
293 Head Feet
7. For the traveler, friction loss in 8" PVC @ 445 GPM is .26 PSI loss per
100' and the velocity is 2.98 ' per second. The friction loss in 6" PVC
@ 445 GPM of slurry is 1.0 PSI loss per 100' and the velocity is 5.0' per
second.

F
-GRA.-9A,C DISTRIBUTING COMPANY
' !)r»�irfrr. ,tirrlr»•• .tir.ruirx:
COMPLCTC IRRIGATION SYSTEMS
TELEPHONE: ADVANCE EXCHANGE
IMP) 990.3232
10127 298.3500
Beallgray Farms
Page 2
ROUTE 2. BOX 212
MOCKSVILLE. N. C. 27028
For the pivot system, the friction loss in the 8" PVC @ 670 GPM is .54 PSI
loss per 100' and the velocity is 4.49 ' per second.
8. The traveler application rate is based on the infiltration rate of .6 to
2.0 inches per hour from the soils map of the farm.
Traveler application rate in inches/hour:
application rate = 96.3 (GPM)r�. X 360°
3.1416 (Gun Radius X 90%)-, 2700
96.3 (445) X 1.34
3.1416 ( 215 X .9 )2
.50 inches per hour
travel speed = 1.605 (GPM)
Application X Lane Spacing
= 1.605 (445)
.75 X 300
= 3.18 feet per minute
For a .75 inch application the traveler must move the gun cart 3.18 feet
per minute across the field. The 2450L has a speed range of 1 foot to
6.67 feet per minute.

05/2"5 14:19 Sri'. y 17046379077 NO.645 903
GRA-MAC DISTRIBUTING COMPANY
Design --- scuve — Service
COMPLETE IRRIGATION SYSTEMS
TSI.CP►4PN4. ADVANCE 1•XCNANCC
iolol AaH-9292
(0191 gas-3660
ROUTE 2. 9ox 212
MOCKSVILLE, N. C. 27028

41
6004
,. --e±: _ _ .!•:'�::_'".i:. Fi. �:�w".'-ti :i'.--.'.f� �-�-� •-�'�'-'�;!T ': :' T-';Y' -- r.._.- .�.:"f.;' _ .� ...�. '�',•it'•_ _ et:. _i._•.�- -.r...
EC�EZiC,!GREIYY Y -1_.0 ___. : �: -•Y� "i � . �� _ �i � " � :.0R3'= rJ�
-�_YM� = -�'�/'x`.�jyeb •� _.ri-._ .y- .ti_ __ _�_ --i� �i�: :i:,: = l T: :_w..: :1'_ r-9P__EED:';--.YMI01
_ - —•:3:' L .e. 1 is ?j; -- _r; :,:�~,: -�[: .�_:. _j' .�i _� .�,::�:`"."':�: ��:�
�_ _ _ _.y._ - _ _ ..:. ;�.�.::_ � ..v :i:.:; ..._.. .._�•_ = _�_ .�... lJ�r••y��LR �I.i,t.•. �_,_. _fir-:W_.
:! ' ;•.: 1:_ i �. ! . �:: 'i _ =i. ;. : FOR. .j: t.:_� •— _
.,. 'fir. _i' � :�"- - ��.---�- :��-;:•;';: �:- w�.. ._._.r._.
Al
i�'{'�}] , T is - _ a. _ .e .1•-• •• _� �..:• _.-_.� �j:
Wit-^28B
w�3- '�-_ -• -- ' _ :� a "�. - - .. ... _ '. s " - .. �
24EE %EFL ._.:.
48SIB
ti
Be 0
20_ :-• -
40 3@:
- 201
40.
U.S. GALLONS PER PAINUTg
40a - GOO, 800 ' I000 - 1200: ;408 1600
80 1?0 1�0 200: 240• 29fd-- 328 368-
M2151c t�1ETEs PER HOUR
fSC 6004
,

BIG GUN° PERFORNLANCE TABLES . U.S.- UNITS
100 SERIES BIG GUNS - 240 TRAJECTORY"
inn T TAPER BORE NOZZLES
P.S.I.
Nozzle
"'
GPM OIA.
Nozzle
',5"
GPM DIA.
Nozzle
.6"
GPM DIA.
Nozzle
.65,
GPM DIA,
Nozzle
.7'
GPM DIA.
Nozzle
.75'
GPM DIA.
Nozzle
A,
GPM DIA.
Nozzle
A5"
GPM DIA.
Nozzle
- 9'
GPM DIA.
Nozzle
1.0'
GPM DIA,
40
47,:-.--...-191',
202',
;,;66;A.4:,.213',.,
..4�78,222'.
.. 91 • .. 230,
103 240'
110 :" 260'
134 258'
152 „ .282'
'
50
50 205'
64 215'
74 225'
87 235'
100 245'
115 256'
130 265'
150 273'
165 200'
204 3D0'
60.
.'.55 ;.-.215 .-'
...89.E 22T--;;
.„81:�,..',240,.
• 98'_,;;:250''
, 110;__,260',
125 ., 270'
143 .' 280'
164. , . 288'..
182 ,,;:..295' .
224 318',
70
60 225'
75 238'
B8 250'
103 263'
120 275'
136 283-
155 295'
177 302'
197 310'
243 338,
80
`' 54.:' 235'.
:79­77:248'i•
- 94 n", :260`
"I10;�.': `.:273,
128'-`2B5'
14fi ` . 295'
165 305'
189 3t4'
250 325'
258 ..; 354' .
90
68 245'
83 256'
100 270'
117 283'
135 295'
155 306'
175 315'
201 326'
223 335'
274 352'
100
:,72{.µ�c;.25S':
y87;ti;-26a,'
1061;; t280'�
�123% 293';
_143;;: 305'
.163,;._. 316,
..185:_,_..325:..
212..-,.. 336.,
235;:N.: 345'
269 :r'.372'-
110
76 265'
92 276'
ttt 290'
129 3D3'
1so 315'
171 324'
195 335'
222 344'
247 355'
304 380'
Available only with F1p0 6 SR100,
100 R RING NOZZLES
100 DN DIFFUSER NOZZLES
PSI
•71 RING
GPM DIA
.77 RING
GPM DIA
.81 R1NG
GPM DIA
,66 RING
GPM DIA
.09 RING
GPM DIA
.93 RING
GPM DIA
.06 RING
GPM DIA
0.5 ON
GPM DIA
0.6 ON
GPM DIA
0.7 ON
GPM DIA
0.8 DN
GPM DIA
;30K
'iw'v �fJ�L-iit
:.
f'r.' a"ri:�-T'
a:: - {{r"eta
�. : -�
.:- �,
i
�t52
- - -
�57.:_.160::.
M6 ..78- li4-
ZZ. L10%.Jil ;;,,
40
66 208
78 212
91 215
103 224
110 235
134 238
242�
45 154
66 168
Of 182
110 196
- .50;,:
"--r'7T4 22D,ura=",
�v„r88.;225, �
t_u100 L230a
,i�:.;715;i240f�,
�,w 129;.250.',:;:,
'•', 1515- 25S:
..:,.167;., 260'
, ;, 50' 165:'.� '
-,.,:�74�.176'�
_ ,„100 :.196.' '
' 13D. 206",,,"�•"
60
at 235
96 240
111D 245
125 26D
141 270
164 275
183 280
1so 200
143 216
70,..
.;96_24s,:
=ao4-,zsar;;
l z6o
�1W z75,.A_-152:_2$oR:
IZZ.:29s:.'
_ tea:300.:..
80
94 255
Ili 265
127 275
145 285
163 300
189
211 315
$0:m
^100
�]'n..:9$:;285',",�„
'a�..1JX•.�i275".^x'..'.-�,-a134i26S;i:.
•'.154�;295,y-
,'..173�310.`r',..
_ _305
�:,201,.• 315:,,.
_
,224: 325_`
. - ,...-._.
� � -
�.. =_ � -�;�
:i'-.».,�,,.t���
105 270
124 2aD
tat 295-
162 305
782 320
272 325
238 335_
110.:
-� 110' 2754�.
..,. .. .
su130e 290 ..
....- ._.
148305i -=
=.170. `315 r:
....,. _ ..
197':325 '.
'%' 222" 335
_
-'248 `345
�--
"The diameter of throw is approzimatefy 3% less tar the 216 trajectory angle. 6% less lot 181.
150 SERIES BIG GUNS - 240 TRAJECTORY"
15D T TAPER BORE NOZZLES
PSI
Nozzle
.7"
GPM OIA.
Nozzle
.6"
GPM DIA.
Nozzle
.9"
GPM DIA.
Nozzle
10.
GPM DIA.
Nozzte
1.1"
GPM DIA,
NO2zle
7.2"
GPM DIA.
Nozzle
13"
GPM DIA,
50
100
250'
130 -
270'
165
290'
205
31D'
255
330'
300
345'
350
360'.
60
110
265'
143
285'
182
305'
225
325'
275
345'
330
365'
385
380,
70
120 .,
280'
155.' :
300'„ ..
197
320'
245
340'
295
360,
355
38D'
415
395'
80
128
210'
155
310,
210
335'
26D
355'
315
375'
380
395'
445
41D'
90
133
300'....
175
.320"
223
345'
275
365
335
390,
40$
410'
475
425' ,
100
143
310'
185
330,
235
355'
290
375'
355
400'
425
420'
Soo
440'
i10
15D
320'
.195
34o'
247
365'
305
385'
370
410'
445
430'
525
450'
120
157
130'
204
350'
258
375'
320
395'
385
420,
465
440'
1 545
460'
1Sn R RINC; NOZZLES
P$ I.
Ring
GPM
DIA.
Ring
.97"
GPM
DIA.
Rig
s,DB"
GPM DIA.
Ring
%'t6"
GAM
DIA.
Ring
1.26'
GPM
DIA.
Ring
t.34-
GPM
DIA.
ping
t 41^
GPM
DIA,
50
100
245'
.,130
265',
165 285'
205
300'
255
320'
300
335'
350
.350' ,
60
110
260'
143
180'
1B2 30D'
225
315,
275
335'
330
350'
365
365'
70
120
270'
155...'.-
290'-
197 310'
245
330'
295
350,
355
365'
4t5
380,
80
120
280'
165
300'
210 320,
26D
340'
315
360'
380
380'
445
395'
90
135. ...290'.,....
.:. ..175_,�..:._310',.,;...
,,,. 223 . 330, ......
.. 275
350'
335
370'
405
390,
475
405'_
100
143
300,
165
320;
235 340'
290
360'
355
380'
425
400'
S00
415'
i 10
150
310'
: c 195,'C."._
330': ;_...
247. '- 350'.. -
305
370'
370
390'
445
410'
525
425'
120
157
315'
204
335'
256 360'
320
3B0'
385
400,
46S
420'
$45
435'
The diameter o1 throw is approximately 3% less tar the ZI- trajectory angle.
200 SERIES BIG GUNS - 270 TRAJECTORY"*
2nD T TAPER BORE NOZZLES
Ps.,
Nozzle
1.05'
GPM DIA.
Nozzle
1.1"
GPM DIA.
Nozzle
1.2'
GPM DIA.
Nozzle
1.3"
GPM DIA.
Nozzle
IA'
GPM DIA,
Nozzle
15'
GPM DIA.
Nozzle
1.6'
GPM DIA.
Nozzle
'1.75'
GPM DIA.
Nozzle
1.9,
GPM DIA,
60
.250 345' :
., .285 -...:,355,;:
.':' 330,-.. 375'.
3a5
390,
445
410'
515
430'
585
445'
695,'
470'
825.
495'.,.
70
270 380'
310 .
380'
' 355 395'
415
410'
480
430'
$55
450'
630
465'
755
495'
890
515'
80
290 'C 375'
;330Y;;,395'.a..::;.380.3__410'.;:
'..; 445 .
430':.
: .515
450'
590
470'-
675
455'
805,
. 515' .
950
535'
90
310 390'
350
410'
405 425'
475
445'
545
465'
625
405'
715
$05'
ass
535'
1005
555'
1OD
325 400' "
'•':'370'77'
420'•'•'
425 •' 440'.
500
460'
575
480'
660
500,
•755
520'
900 :
550,
1060
575'
110
346 410'
390
430'
445 450,
525
A70'
605
495'
695•
515'
790
535'
945
565'
1110
500,
120
355. 420, ..
..,. 403 ,.
440'--
.465 480'
545
400, _
630
505'
725
530'
825
550'
9a5
580,
1150
605,
130
370 425'
425
445'
485 ' 485'
565
485'
555
515'
1 755
540'
060
560'
1025
590'
121D
620'
200 R RING NOZZLES
P51.
1 '.' Ring
(1.29" actual)
GPM DIA,
1 d;,' Ring
(1,46" actual)
GPM DIA,
1 I,.' Ring
(150' actual)
GPM OIA.
t 17' Ring
(1.66" actual)
GPM DIA,
t 44' Ring
(1,74• actual)
GPM DIA,
1 r* Ring
(1.83' actual)
GPM DIA,
2' Ring
41.03' actual)
GPM DIA,
50
.230 325'.,...
;• ..300
:. :355'.
ri;_
•. :: 350, '
:. 370'
410
390,
470
405'
535
420' '
640 435'
60
250 340'
330
370'
365
390'
445
410,
Sty
425'
S85
440'
695 455'
70
270. -355'
, :,;:;;
355 ;: v
3B5'; ;: r:
,•, 415
405'
480
425'
555
440,
630
455'
755 ,.::..475', •,:,.
80
290 370,
3B0
400'
445
420'
515
44D'
590
455'
675
470'
8D5 400'
9D-
970. '::=36D ;'
-l.'.405�a:415'.:?,'.{
•.f..475'.:,::
435`
545
455'
625
470'
715
4B5'
:'' 855'"i'. SOS'.•'..
100
325 390,
425
425'
SOD
445'
575
465'
660
480'
755
$00,
900 520'
110
340 - ^:':.400':;,:';{
? z;is
445 ' -"'".435';)%;•..
'-,'`.•;" 52S*-'
- ;: 455', ''.
605
475'
695
490,
700
510' ' ;
945 ,.'. 535',.,:,
t20
355 410'
465
445'
$45
465'
530
485'
725
500'
825
520'
Gas 545'
130
37D '' `415''
`'''
/85' "'
450'
585-
470'
655
490'
1 755
505'
860
525'
1 1025 550,
The diameter 01 throw is appr011thalely 2% less for the 241 Itajactory angle, 5% 1035 lot the 211 Ira4aclory angle.
The BIG GUN' perlormance dnta has been nhtamed under irmil I.rs1 ennmmnnt "m mnv n • m0-1 .. •• -• ' --......, --- ....,...

SOLID WASTE APPLICATION AREAS
TRACT FIELD SOIL TYPE ACRES
225
3
DaB
35.0
4
IrB
2.0
5
IrB
10.0
6
IrB
36.9
7
MeB
35.4
8
DaB
10.3
1041
1
DaB
6.4
1032
2
DaB
36.1
11250
1
DaB
27.5
2
DaB
7.8
3
DaB
8.1
1799
1
DaB
16.9
6
DaB
10.4
1800
1
DaB
12.6
1799
3
DaB
24.4
7
DaB
7.0
1804
1
DaB
9.5
8
DaB
20.8
9
DaB
18.1
10
DaB
12.5
1042
4
DaB
7.9
5
DaB
16.1
6
DaB
1.5
7
DaB
8.0
8
DaB
4.9
9
DaB
17.2
.10
DaB
11.1
11
DaB
2.9
12
DaB
1.5
13
DaB
2.8
14
DaB
1.7

r
SOLID WASTE APPLICATION AREAS
TRACT
FIELD
SOIL
ACRES
1030
1
CeB
3.2
7
CeB
24.4
8
CeB
38.8
9
CeB
39.7
10
CeB
42.3
1031
1
CeB
4.4
2
CeB
45.7
3
CeB
22.0
6
IrB
14.8
7
IrB
5.1
8
IrB
3.9
9 .
MeB
37.5
10
DaB
7.7
1025
1
DaB
21.2
2
DaB
69.3
4
DaB
24.2
5
DaB
99.5
6
DaB
3.1 ,
7
DaB
18.0
1016
1
DaB
3.4
5
DaB
0.8
7A
DaB
9.7
9A
DaB
1.5
11
DaB
5.3
11247
IA
DaB
2.0
2
DaB
0.9
4652
1
DaB
3.9
4
IrB
4.6
5
IrB
0.5
-- .
5C
IrB
2.3
6
IrB
4.0
11
DaB
3.0
12
IrB
4.1
13
IrB
7.7

V. Land Application of Solid Animal Waste
Total Amount to apply 600 cows X 761bs N/yr X 40% = 18,240 lbs.
40 calves X 191bs N/yr = 7601bs.
Total PAN/yr (solids) 19,000 lbs.
1. Soils and Crops to receive solid Animal Waste
Davidson DaB 2 - 8% slo es
Crop Yield R.Y.E. *Maximum PAN/Ac.
Corn Silage
22 tons/ac.
12 lbs/ton
2641bs. PAN/Ac.
Tropical Corn Silage
22 tons
12 lbs/ton
264 lbs.
Small Grain Silage
10 tons
12 lbs/ton
1201bs.
Small Grain
45 bu
2 lbs/bu
90 lbs.
Sudangrass Silage
6 tons
12 lbs/ton
721bs.
Tall Fescue Hay
5 tons
50 lbs/ton
250 lbs.
Ryegrass Silage
7 tons
12 lbs/ton
841bs.
Soybeans
45 bu.
3.51bs/bu
157 lbs.
Sorghum
65 bu.
2.51bs
1621bs.
Mecklenburg MeB 2 - 8% slopes
Crop Yield R.Y.E. � *Maximum PAN/Ac.
Corn Silage
18 tons
12 lbs/ton
2161bs.
Tropical Corn Silage
18 tons
12 lbs/ton
2161bs.
Small Grain Silage
10 tons
121bs./ton
1201bs.
Small Grain
40 bu
2 lbs/bu
80 lbs.
Sudangrass Silage
6 tons
12 lbs/ton
721bs.
Tall Fescue Hay
4.5 tons
50 lbs/ton
2251bs.
Ryegrass Silage
7 tons
12 lbs/ton
841bs.
Soybeans
40 bu
3.5 lbs/bu
1401bs.
Sorghum
55 bu
2.5 lbs
1371bs.

Cecil CcB 2 - 8% slopes
Crop Yield R.Y.E. *Maximum PAN/Ac.
Corn Silage
19 tons/ac.
12 lbs/ton
228 lbs.
Tropical Corn Silage
19 tons
12 lbs/ton
228 lbs.
Small Grain Silage
10 tons/ac.
12 lbs/ton
1201bs
Small Grain
45 bu
2 lbs/bu
90 lbs.
Sudangrass Silage
5 tons
12 lbs/ton
60 lbs.
Tall Fescue Hay
4.5 tons
50 lbs/ton
225 lbs.
Ryegrass Silage
7 tons
12 lbs/ton
841bs.
Soybeans
35 bu.
3 lbs/bu
105 lbs
Sorghum
50 bu
2.5 lbs.
125 lbs.
Cecil CcD 8 - 15% slopes
Croy_ _. Yield R.Y.E. _ *Maximum PAN/Ac.
Corn Silage
14 tons/ac.
12 lbs/ton
168 lbs.
Tropical Corn Silage
14 tons/ac.
12 lbs/ton
168 lbs.
Small Grain Silage
8 tons
12 lbs/ton
96 lbs.
Small Grain
40 bu
2 lbs/bu
80 lbs.
Sudan Grass Silage
6 tons
12 lbs/ton
72 lbs.
Tall Fescue Hay
4 tons
50 lbs/ton
200 lbs.
Ryegrass Silage
7 tons
12 lbs/ton
841bs.
Soybeans
25 bu
3 lbs/bu
75 lbs.
Sorghum
40 bu
2.5 lbs.
1001bs.
Iredell 1rB 2-8% o slopes
Crop Yield R.Y.E. *Maximum PAN/Ac.
Corn Silage
13 tons
12 lbs/ton
156 lbs.
Tropical Corn Silage
13 tons
12 lbs/ton
156 lbs.
Small Grain Silage
8 tons
12 lbs/ton
961bs.
Small Grain
30 bu.
2 lbs/ac.
60 lbs.
Sudangrass Silage
6 tons
12 lbs/ton
721bs.
Tall Fescue Hay
3 tons
50 lbs/ton
1501bs.
Ryegrass Silage
7 tons
12 tbs/ton
841bs.
Soybeans
30 bu
3 lbs/bu
901bs.
Sorghum
40 bu
2.51bs
1001bs.
* Maximum Plant Available Nitrogen/Ac. crop. Includes both commercial and
organic forms of Nitrogen as well as residual Nitrogen from legumes (Soybeans, Alfalfa).

2. Application Schedule for Solid Waste
Corn: February, March, April
Tropical Corn: May, June
Small Grain: February, March, September, October, November
Sudangrass: April, May, June, July, August
Ryegrass: February, March, September, October, November
*Tall Fescue: February, March, April, May, June, July, August, September,
October, November
Sorghum: April, May, June
Soybeans: May, June
* Apply no more than 9 lbs Nitrogen/Acre/Month during June, July and November
to Tall Fescue.

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UNIVERSAL SOIL LOSS EQUATION
N
are `7= County Davidson
e RFAZZO,00 �t Prepared by
J,
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A
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#
Rainfall Factor 2414
Existing Cropping System
X r LV7 tir
S
LS C
P
T/Ac
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L LS
C
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TOTAL GROSS RED.
Yr
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UNIVERSAL SOIL LASS
EQUATION
Z` �;�'
aft" Date •i!
County Davidson
Name
Prepared by
= :Contract
♦.
t. 4'• trA�i r' Y •. .
r
.-Rainfall Factor ?}'c
Existing Cropping System
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so
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TOTAL
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'USDA/SCS UNIVERSAL SOIL LOSS EQUATION
Date / 7 County Davidson
Name ��/�� �,�„s Prepared by
Concract
Rainfall Factor
.2VQ
Existing Cropping
System N! 0r'i g
So:
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I
TOTAL
GROSS RED.
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Yr
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Nam
Rainiail
Factor
Existing Cropping -yscen
So:
�
L S
LS
C P
T/Ac
AC
TOTAL L LS C P T/Ac Ac
TOTAL
icil lei
Yr
T/Y Yr
T/Y
J.r3
S If
II
!c 47
boo
a8 s
1-5-1
-`/
l l
3. 2 1 C J:=_
�C 43
1'`R
11P41 s
Councy Davidson
'-epa_ed by
GROSS RED.
•

.. NO r.t1 E
Agri -Waste Mana eme '
t
: %." Biological and Agricultural Engineering North Carolina State University . .
LIVESTOCK WASTE SAMPLING, ANALYSIS AND CALCULATION
OF LAND APPLICATION RATES
James C. Barker*
I. SAMPLE COLLECTION
A. Semi -Solid Lot Manure
i. Scraped directly from lot into spreader
a. From loaded spreader, collect about 2 lbs of manure from
different locations using nonmetallic collectors.
ii. From storage
a. Collect about 2 lbs of.manure from under the surface crust
avoiding bedding materials and using nonmetallic collectors.
1
B. Liquid Manure Slurry
i. Under -slotted -floor pit
a. Extend a 1/2- nonmetallic conduit open on both ends into
manure to pit floor.
b. Seal upper end of conduit (e.g., by placing a thumb over end
of conduit) trapping manure that has entered lover end, remove
and empty slurry into plastic bucket or nonmetallic container.
c. Take subsamples from 5 or more locations or at least l quart.
d. Mix and add about 3/4 pint to nonmetallic sample container.
ii. Exterior storage basin or tank
a. :take sure manure has been well mixed with a liquid manure
chopper -agitator pump or propeller agitator.
b. Take subsar.-oles from about 5 pit locations, from agitator pump
or from manure spreader and place in a plastic bucket.
* Professor and Extension Specialist, Biological and Agricultural Engineering
Department, North Carolina State University, Raleigh, ::C,

.. •
c. Mix and add 3/4 pint to a nonmetallic sample container.
�. C . Lagoon Liquid
i. Collect about 3/4 pint of recycled lagoon liquid from inflow pipe
to flush tanks in a nonmetallic sample container.
U . From lagoon
a. Place a•small bottle (1/2-pint or less) on end of 10-15' pole.
b. Extend bottle 10-15' array from bank edge.
c. Brush away floating scuts or debris.
d. Submerge bottle within 1' of liquid surface.
e. Empty into a plastic bucket, repeat about 5 times around
lagoon, mix, and add 3/4 pint to nonmetallic sample container.
D. Broiler or Turkey Litter
i. House litter
a. Visually inspect litter for areas of varying quality, e.g.,
areas around feeders and waterers, and estimate percent of
floor surface in each area.
b. Take about 5 litter subsamples at locations proportionate to
item a. E.g., if 20% of litter of similar visual quality is
around feeders and waterers, cake 1 subsample there and the
other 4 subsamples from remainder of floor surface.
C. At each location, collect litter from a 6" by 6" area down to
earth floor and place in a plastic bucket.
d. After 5 subsamples have been added to the bucket, mix, and add
about-2-3 lbs litter to a nonmetallic sample container such as
a 1-gallon freezer bag and seal.
ii. From stockpile
a. Take subsamples from about 5 locations at least 18" into pile.
b. Mix, add 2-3 lbs to nonmetallic sample container and seal.

6. .3
II. SAMPLE 'PREPARATION AND TRANSFER
j::.• A. Place sample into an expandable container that can be sealed. Rinse
residues from container with clean water but do not use disinfectants,
.soaps, or treat in any other way.
" R.''.-Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
;C..'Hand-delivery is most reliable way,of sample transfer.
D. If mailed, protect sample container with packing material such as
newspaper, box or package with wrapping paper, and tape.
E. Commercial sample containers and mailers are also available.. Contacts:
i. A&L Eastern Agricultural Lab, Inc. iii. Polyfoam Packers Corp.
17621 Nhitepine Road 2320 S. Foster Avenue
Richmond, VA 23237 Vheeling, IL 60090
Ph: [phone], Ph: [phone]
ii. Fisher Scientific Co.
3315 Winton Road
Raleigh. NC 27604
Ph: [phone]
iv, NASCO
901 Janesville Avenue
Fort Atkinson, WI 53538
Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
C. The NCDA provides this service for North Carolina residents.
I. Address: North Carolina Department of Agriculture
Agronomic Division
Plant/Waste/Solution Advisory Section
Blue Ridge Road Cencer
P.O. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Ray Campbell
ii. Forward $4 along with the sample.
iii. Include the following identification information with sample:
a. Livestock species (dairy, swine, turkey, etc.)
b, Livestock usage (swine -nursery, finishing; turkey -breeders,
brooderhouse, grower, number flocks grown on litter; etc,)
c. Waste type (dairy-loc scraped manure, liquid slurry; swine -pit
slurry, lagoon liquid, sludge; broiler -house litter, stockpile
iv. Routine analyses performed on all samples: N, P, K, Ca, Mg, Na,
S, Fe, Lri, Zn, Cu, B
v. Additional analyses performed upon request: D.4, Ho, Cd, Ni, Pb

EXHIBIT F-4
CALIBRATION
Applicators can apply manure, fitter and wastewater at varying rates and patterns, depending on forward travel
and/or PTO speed, gear box settings, gate openings, operating pressures, spread widths and overlaps. _..
Calibration defines the combination of settings and travel speed needed to apply. manure, litter or wastewater
at a desired rate and to ensure uniform application.
Soreader- QgQgcity
Liquid spreader capacities are normally rated by the manufacturer in gallons. Multiply gallons 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.
Since manures and litters have different densities, an on -farm test should be done. Fill a five -gallon bucket level
full with material to be spread. Do not pack the material in the bucket but ensure that it settles similar to a
loaded spreader. Weigh the bucket full and then empty. Multiply the weight of the contents by 1.5 to get pounds
per cubic feet. Multiply this value times the cubic feet capacity of the spreader and divide by 2000 to get the
tons of material in a spreader load.
manure weight, lbs x 1.5 x spreader capacity, fe + 2000 = spreader load, tons
S,preadgr Calibration
Calibration Method 1: This method is most useful for liquid spreaders but can be used for all types. Spread at
least one full load of manure preferably in a square or rectangular field pattern for ease of measuring with
normal overlaps. Measure the length and width of coverage recognizing that the outer fringe areas of the
coverage will receive much lighter applications than the overlapped areas. Multiply the length by the width and
divide by 43560 to determine the coverage area in acres. Divide the tons of manure in the spreader by the
acres covered to determine the application rate in tons per acre.
spreader manure, tons + (coverage length, ft x width, ft + 43560 )
= application rate, tons/acre
Repeat the procedure at different speeds and/or spreader settings until the desired application rate is achieved.
Example:
What forward speed would be needed to apply 6.0 tons litter per acre from a spreader with a 6-ton capacity,.
a 5-minute spreading time, and a 25-feet spreading width?
Forward speed, mph = capacity, tons x 495
time,min x width x rate, tons per acre
6 tons x 495
5 min x 25 ft x 6 ton per acre
4 miles per hour
Calibration Method 2: This method is often used for solid and semi -solid spreaders. A tarp or plastic sheet of
about 100 square feet (9'xl2% 10'x10', etc.) should be measured for exact surface area (length x width),
weighed using a set of spring tension or platform scales, then spread and pinned on the field surface. The
spreader should be operated at its normal settings, speed and overlap. With a rear discharge spreader, three
passes should be made: the first directly over the center of the sheet, the other two on opposite sides of the
center at the normal spreader overlap spacing. The sheet with the collected manure should again be weighed.
Subtract the empty sheet weight from the total weight to get the weight of the collected manure. Multiply the
pounds of collected manure by 21.8 and divide by the collection area of the sheet in square feet to get the

0
EXHIBIT F-5
application rate in tons per acre.
collected manure, lbs x 21.81 collection area, ft= application rate, tonslacre
Repeat the procedure using different settings or speeds to obtain the desired application rate.
Spreader Pattern Unifgrmily
To determine the uniformity of spread and the amount of overlap needed, place a line of small pans or trays
equally spaced (2-4 feet apart) across the spreader path. The pans should be a minimum of 12" by 12" or 15"
diameter, no more than 24" by 24", and 2"-4" deep. Make one spreading pass directly over the center pan.
Weigh the contents caught in each pan or pour the contents into equally sized glass cylinders or clear plastic
tubes and compare the amount in each. The effective spread width can be found by locating the point on either
side of the path center where the manure contents caught in the containers is half of what it is in the center.
The distance between these points is the effective spread 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 area. "M", 'W`, "steeple",
or "topside" partems are not satisfactory and one or more of the spreader adjustments should be made.

ir'I:UA .unortntc�111vtston��SUu,tteect rt,reelixuau�tcatet 1;:1Vf;�L/bUl-b`1b7, yl) ,.I;�S-6b75��:„�,x�:>:=a,fig<�F;�;,�;,:.,:;�,��,�Ke
urt�lu:�11.UGiilyy�.H�_„�,�;,�
'
Grower: Seallgray Farm Inca jUN 1
PO Box 549 3
Copies To: County Extension Director
1997 USDA -MRCS -Davidson
Linwood, NC 27299
USDA-MRCS-Davidson
-WasteAnalysisRq-hort
Farm:
301 East Center St.
Davidson Agricultural Center
6/12/97
Davidson County
Lexington, NC 27292
Sain le"IaW3
Laborato Results; arts,- imillonunless'otlerR�ise noted u„.
W
{gin :: "y ,
Sample ID:
N
P K Ca M S Fe All? Zn CU
B Afo Cl C
E3G1
Told 42.0 VL
11.5 60.1 75.1 24.3 8.29 4.80 0.38 0.16 0.19
0.00
IN -N
L L M M L L L VL L
VL
Waste Code:
NH4
'
ALD
-NO3
Na Ni Cd Pb At Se Li pH SS
C•N DM% CCE% ALE
32.9 8.39
Description:
OR-N
Dgg Lagoon Liquid
Urea
L
Re i rdm— i 9E j Id i i i 6'a S'V I WN-3
k 1futrieIli6 AvailabIF. 64�1Fi9 i C6 FIR . WOc- Ibs/1000f 'allan`_s ... °
Other�Elements Cbs/1600: allons _ ::
_Irfigatiou.
Sam le°Info
Laborato : {Results; arts.; r�milliffiTid less:otherwise€n6ted >, ., TN. .. " ` WwRa-
Sample ID: ,Zzf.
N
P K Ca M9 S Fe Ain Zn CU B Ala CI C
13G2 '`: K 5�C
Total 63.0 VL
23.5 75.2 83.5 34.5 10.3 6.32 1.97 0.18 0.26 0.00
INN
L L M M L Af M VL M VL
Waste Code:
-NH4
ALD
-NO3
Na Ni Cd Pb Al Se Li H SS C.•N DM% CGE% ALE(K al
33.9 6.97
Description:
OR-N
Dairy Lagoon Liquid
Urea
L
Recon�nendations
WI,Nutrients:Availalile for F�rst`Cra ;albs 1000`'xallorrs
m
,:,.� .. %
"� albs%1000, allons"
Oiler`Elements"
ppluat10"W—A thud m
,.b,.A
-ga on3
zDs ?. sY.
.- ...,.,., :}, ze.S1Fti -: 1 0 `'
je�
0
� �ry
LL
Fm
.
A
vl,xsN@F'^+rtr.^s. - ..rl ai:uC ';m:..-l:-• .X:�:wtis. �-i+"'�vr a-v. .-,.:.: a- iu ..*s -.�.c, �..c,..w`" 'ry :w,r p .'-.r�Y. x?n8c�--.a9* _. .it,tlY..,...,._.,.
imainln ,intlte I n Sam 1e'the l oon ..
F. ��:- $_ - .x..- y -• �..- --... Y. I, P Yg r, p. _ :..&
e H afthe' n li uid �s`bclow the`ideal ran efor bacteai aCEsonand'�vaste treatment: Gradual) dad ust fib <add�n lilb. of, acuEtural Wne er1000cuftaf P.M=
onthly,and`cantEnue;toadjust, H;untiii�t;�s,wlthin,theFdesired;ran a of7,:Q 8 0 _ _ W , =r= �- Y

NCDA'A `anutiic;Divis�o�i`;43O0,Reeit wC�eekRoa'RaleiNC.27.647 6465: 919 733=�655` .Groomer l;eall a` Farii$IncRe ort;Norl�'O2785'P '2,.q_"
_ PY f?;i a'4'
Sam le•Tnfo��,.���,T:a6.arato
P :x tdv,�- n.. -.4f•
�Ttesults; arts
r -'--` •r.g. :.r.�: ... - �<. r _. elni, }e,'- _4 `u'. +i. 7J __s^'.. § !a'.� -.A.- ,., .,« -�'. .> v' '£ .: y.:
er;mill�onunless.otherwys.oted
Sample ID:
N
P K Ca mg S Fe Mn Zn Cu B Afo Cl C
BG03
Waste Code:
ALD
Description:
Dairy Lagoon Liquid
total 651 of
IN -N
NI14
NO3
OR-N
Urea
62.5 250 101 61.1 18.6 31.2 1.91 0.55 0.34 0.00
L L M Af L M hf M M VL
Na Ni Cd Pb Al Se li PH SS C.•N DM% CCE% ALE K al
65.7 6.86
L
.. •�:i�'s .R.. is �'. -. �- ew..
Recoinmeodat�oas-:
o-.yes _q ..�. .,.._x. _. �.:--`"�,�'. a'e',`2-:,'.�:.. -h � S 3F, .eN � �_:, ss=�`;'4'"
=' NutrteatsAvatlable:fir,l?irst Cro �^
A
_ r . Ibs/1OOO ulloruF
:
+s �' �.;='�Yz.�-o_ -:,�,. :.:6-.. rYl^3
-�
Othe%Eleme©ts lbs/1 DOO.' allons_§�-
lication'Meibod � •'� 1V;� -P'�OS �K?O : Ca i M f-.� S$= ��Fe"�;' �hfn �Zn �<Cu.,'� ` B `�Mo� Cl.
�.. � ..:}� _� ."wF' R "']� h J� �i�K..�3'v f
atio G ". 23
>2:0- 0'S9 0 3- 4 lE1z 0:18 r 0 01 f T FI
r
�Na llfi .;Cd .Pb '�31� _% �= L��w'
: e
..
- ::.' .n y :hry ^ ^airz!&# .:s _. .? -.w :�ri. >i.-A, y :._s.-.t�4s{a:% i. .4 �th,A.':P'• f.e� '..'.xC.$'.. :+,:_<:..ac!..' _i--_.-..w -i: •-r : �.-�.-a f-=3ar ._-,.:-e6 .. _. .._. f:. .e.: -::r+«. . :.%'n'a:�ti:::A -..._'
e pH+of:the lagoon liquid s 6e[aw theli�leai range far bacterial action.andvaste;treatment Grm I ly mjust phi by;_adding;I}Ib of agicuitural limner ION
anthl ,and canUnue to�mist, _ unt�1 lis Wi�nihedesired'�`.gfg7�0-8 0��r� `� ' }
ran
adi
Tuc•._ .�-ii::- �.!a�• •e.::.?K w1� :.x:ry ti- 0 N�gi-+e.+.-y. :-yl'
cwlf f-H7qui remaining in;the° oan:�Sampie ll�e n
�.

%CDAA :ononiic;l)ivision ,4300_lieed hCreek>IioadzKalei };NC:,�27607.-6465.. 919 733-2655 �Ke ort;iVo:;110'L7t15xmVdu
Grower. Beallgray Farm Inc. Copies To: County Extension Director
' PO Box 549 USDA-NRCS-Davidson
Linwood, NC 27299 Davidson, S► ed
a
Davidson, S►ved
Q Ana
a ySis Riohort farm: 29-3 301 E. Center St.
Lexington, NC 27292
2/ 9/98 Davidson County
� c-., n y,.w �_ 3:�-- „&
;am le�lnfo . �.=F
k`c".a4Ff-'�wcr 'nrr k: „ �s._-wr•� trt rE'.sro.-. .=�'tiA... .,r . -i �-�.
kLaborato Resul#s arts er.m�llMon uuless;otlieM1ise noted ! � k p Q ., F
.. �� , k. s
ample ID:
N
P K Ca M S Fe AIn Zn Cu Bx MO Cl C
IG4t
Total 307o6 H
6752 7277 115o6 4434 2846 1238 109 117 25.8 8.98
IN -N
M M Al M M M M M M M
Haste Code:
-NH4
,
;SD
-NO3
Na Ni Cd Pb Al Se Li p1l SS ON DM% CCE% ALB(to
5156 18.16
)escrlption.
OR-N
)airy Surface Scra d
Urea
If
lecommendatians!
. x .. � �a .Nutrients:AiailabIi for�First;CA i IM, � .MW., albs/ton, rvet;basls
Oilier Elemeats m .: 115slton wet basis
ipplicatwnhfetbod NPZ05= 1G20 Ca Mg S Fe Mn'ZnErT B' hfo
z
r
Sibadc19-
Nrt 1Yt Cd Pb ON 5e Lid
vim. :�
;afiiIi a Info M1 F
a _�vsrs w:..m-.- �; �m-..sa�aw+^a,..c:�w.
fUb" rato _ Resultsr
�
w
+.;e-; ra^'a>rw: -t�• �'e. y 3 a�_ ;'�2"_. _ iF _::R{ :�" -,
r�m�llioni.unless°otiierrvise�nated �� .-��._���,� �:_ �` � _�
ample LO:
N
P K Ca Mg S Fe Mn Zn Cu B MO Cl C
1 2°
Total 959 M
196 304 217 122 157 414 17.3 3.95 1.36 0.19
INN
M M M M M H M M M L
Vasle Code:
-MI4
ID
-NO3
Na Ni Cd A Al Se Li PH SS C.-N DM% GCE% ALE K a
77.8 7.02
)escriptlon:
OR-N
)airy Lagoon Liquid
Urea
L
iecommendatins: -
' F` y N..itrw.ensAIibI for<4'� F1'6.Uo 4�F 5,�.lil100oallons _
Other Elements Ibs/10'00s' alto"ns z
tppL�catwnMetbo� NFa45 IC20.. Ca Mg5 Fe ::Mn,2n rGu.: BMo:Cl
�Irr!gation :. 3 4 2 6 , 2.4 , 13 .- 0 7I E192 2 4 0.10: 0 03 0 01 T
Na Pb . Al...Se
.65

.. .r'yry 'a.:a �SVKss6tr:'wC:; OYe_ .i`=.
NCDAonomic:Dtvis�on;
:.- 1 ".. .,.....�y�5,.y •..... ...9e'kR£x !.S" aS.w v` wg.. �� � _
siY
4134O1Reed Ereek-Roads Raley NC 27607aT6465�!t` 919 733,- 2655,r- .dFwo.ejr ;A "Y -,{ 5P 21:Mn
Sam !e tnlo ,
>I:aborato :ResulTe r li6n-- ess otherwise"noted ., '• ' _ q . _ �; , ;''
{
Sample LO:
N
P K Ca M S Fe Mn Zn Cu B Mo CI C
N . c �.:-�,
Waste Code:
ALD
Description:
Dgg L oon Liquid
Total 759 M
INN
-NH4
-NO3
OR N
Urea
90.8 266 116 30.1 17.7 4.53 0.48 4.14 0.13 0.07
L M M M L L M M L L
Na Ni Cd A At Se Li pH SS C'N DM% CCE% ALE % a
47.5 7.72
L
Re ommendations:
- Natiients Available for FicstgCro0 MEA iasl, 000 ullorr,j �" s
Othe Elem nts lbsll(1OO " allo�rs£': -
pltcativnN'etbod N PAS JCz4 Ga Mg 5 Fey Mn_ Z=Cu �a B Mai Cl.
Na Ni; Cd' SeArt<'
T`
•

NCDA "`tea on mic D"evision 4344, Reed :CTeeklRoad�f aleioihNC 276Q7. 6465 919Y�733Lr2655 �r Re rt No� W02095 W
Grower: Beallgray Farm Inc. Copies To: County Eadension Director
PO Box 549 USDA-NtCS-Davidson
Linwood, NC 27299
USDA-NtCS-Davidson
..._Y � �� �QAnalysis
GRohort Farm: 29-3 301 East Center St.
Davidson Agricultural Center
10/21/98 Davidson County Leiangton, NC 27292
-. � �x -
Sam- le;Info.a . , k
i" :ca rrsr�-,o�.-s- �.�; �..c�r.�: •.ss.�J�t. •� �m.�a• �,.sz.. �- ..
tlaborato l[esults""i r$millionunless,o�erw�se noted _ x'` q "�, _ ��w � �
Sample LD:
N
P K Ca MR S Fe Mn Zn Cu B Mo Cl C
Total 28707 H
9726 13223 23094 7554 3615 1279 217 260 71.0 12.2
1
IN -N
M M M M M M M M M M
Waste COde:
-NH4
•
Sc-
-NO3
Na Ni Cd Pb Al Se Li pH SS C.N DM% CCE% ALE tons
6726 18.36
L riptlon:
OR-N
Dairy Surface Scraped
Urea
H
..,�;x.wa.,„�r:,"acwa' mr -�: _.a
Recommendations . xwNutrieniSAvailable
,F - :.: ..... �mc-�:a.Kvaa•. .,_ �. �x a:>,
to FrrsE Cro�mlbs/tong wet;busis
..
OtlierSleinentsIbstton` wet,baaYs' u
plecatlonAfetbod Pz05 x2A Ca" Mgr S Fe:$ .MreZn Cu B Mo Cl
r
Na Xi Cd�Pb�AID Wow
Sam 'le�Info�°��
�I:aborato Results �`
ts; r milEion�Unless.otfierw�senoted � s:. _ �,�
- _- x: � _
Sample ID:
N
P K Ca Mg S Fe Mn Zn Cu B Mo CI C
1T1: M
rolal 138 L
40.6 150 92.1 43.0 12.5 4.67 0.71 0.67 0.08 0.07
IN -N
L L M M L L M M L L
Waste Code:
NH4
Na Ni Cd Pb Al Se Li pH SS CN DM% CM ALE X a
ALD
-NO3
69.7 7.17
Description:
OR-N
Dairy Lagoon Liquid
Urea
L
Recommendations:
� Nut�ientsgAvailablefor�First.Cro ;� �; 3� �lbs%1OaQ: allons'b;
Oth r°Ile ...ents �� �16s%1 � i ailoris;>. .3
r'ucali Melharl; 1V ' P205 . z]C20 .: Cu M S Pe hVW Cu B a Afo Gi='
:o%S- :y S :i -'.:3' 'r- ,"s^5 y.�.' i. 3,
_ .motion ;� 0 49 �054�i�2 F0 54 _ 0:25 F � 0.07 4:03 T;' T 7'�
n
Na Ni Cd �Pb AID Se Alt
a

1VCDA onotntc Dtvtston-;:.4300
Reed Creek;Road Ratei " NC;427607=4465 , 919 733-2 55:: '_Gtbwer ::Beall a rFar>tiSlnc �.s Re ort No: W054t44 :F Z'_°
Sam !e`1nfo�t'
f:aborato Results arts r°million unless:otfterwise nited�.,w wi=�°�
_:,3 _ w ,
Sample L17:
N
P K Ca Afg S Fe Mn Zn Cu B Mo Cl C
Total 1197 M
305 182 293 147 243 671 29.1 8.18 2.05 0.09
IN _N
M L M M M 11 N M M L
Waste Code:
-NI14
ALD
-NO3
Na Ni Cd A Al Se Li II . SS C.-N DM916 CCE% ALE K a
Description:
ORN
46.1 6.43
Dairy Lagoon Liquid
Urea
L
Recommendations
, a = Nutrients Available for,=First U � x' , � ��; t� 060_ alrons ''j
0 her Elements � 1bsf1000 "allons£
bcatron Meihod 15- r P 2Q5. X241. =, Ca .Y } M ; » S - . Fe •; - Mn Zn n a Cu ° n. B ;Mop ' Cl F
_ �.€ ,,k., & _.. -Y"gay.
r.: f_:
-3
Na N Cd P1s= Al
Y<a. • �:�.+
.� .. 9. I..".,. 'E:-.. -. ,.. ".' w_T:.`•S,yF. .( 'a_ .' e
ion' TES , � 4.. 1,5 : i.7 .��0.86: a1.4 � �. , r0.17 0:os, a.0i� T b �
-_. J. <:"v- J.-; ::.-.:, A. ,...3d o.. .:..a,. -..• .. s.n;' .,., Y. e E -.a _:
�°.,- � ��A� �
::F c`: -
a 38-" � W.. .. J`• - ,
���F
�..< ;,.:, •.,.. �.. '-= � moo.., �� � .� � � ,� �,._� ..T�� 9,�a� r�.::� -;� ,.,�� .,�.
� ��.:�� ����T,�.
e H'of,the l oon IE uid �s
P � q
belaw:the'ideal ran for bacter[Aiidloi and waste:treatment::"Graduall 'ad ust H`h add�n 1 Ib: of icuitural lime ;1000 cu h of li "id}rei�%ain n in;[lie I n Sam Ie the
J P; Y_a 8 ���,�
.
..,....P.. : . ;�.,.- r1. f',. �.,..>�.:......,>
_-
to
�.. ..,,�,- .� . .�..x _Y � T� ��. •�-�.: .. ��„tN-E��g,�..�; ,�._„p
b» _....f . . » ,:r ,....� .... � ..s,.,:�- „.a_'c-r w '�2,.._... � z --., r� 4 �X p• .S, :r. ^� �,.,� _ � s " '� � �� .,�-
H°.unt�l3lt is, 7:0-8 0
on and•.contuiue
._ ._ . _. ....till...
ust wlt1un11ie'des�red'rA e.of
__._ _ .._ . _"_ ..__... -. __.... _ �__ ._
f -a. '!-.::. �.... :..
i
5,lelnfo:=�w�.Laborato:�Results�r
'". � �"`., .,.:ps-��:; "u�v:x �. �.: .ww�i_ta-.�-:..L-9q. .4e i:w..<..� _ -
2 3 3c» `� r-:. eP" .',.:s--' ._ �... ,,_•- N,:" �i a. §
arts. rmillion•ualess'oiberwisenoted-_� .<r.�,.n
Sample ID:
N
P K Ca M S Fe Mn Zn Cu B Afa Cl C
64 f -
Total 280 M
50.1 173 119 66.5 12.3 19.9 2,34 0.39 0.12 0.00
IN -N
L L M M L M M L L YL
Waste Code:
-NI14
ALD
-NO3
Na Ni Cd Pb Al Se Li P11 SS ON DM% CCE% ALE al
49.2 6.83
Description:
OR-N
Dairy Lagoon Liquid
Urea
L
Recommendations
Nutrients Available;far First Cro p00 allons�.,,nn
Oihe%E1eme is tns x000 allons :
, .
� f x .Ibs/1
;,
..: ,
acallnnAfetbad�- IY �. P2Q5, - WK2(}r':�. Ca; �-ax, M ,;. � 'S3 Fe.. Mn Zn Cu B �Mo �r
:n.., S�: .: n .. �.r,� ,p
-:. ff ,:�.� kE.
,e�,.; .__,wa:,. -:
.�y� i.. a:,,: 4 :-,: . eT""rry T,�..� 4.,.,
N',
�E
Nab. � }►ic ., ��� �Ph- dl �, �Sei�
,� F�
E"::s-'z5.�
.: �,-,.'S" .l,..., ,. sx°x� ,:., ,,.x :�. .y,.,.�,.'sfx.
...�:. i�.P. -�" i': §�' ., > .r �">�-: L'.4: k'' _ i.'-; :r. ...�a"\ b, 'Y,ia' :,'�?+'XPi
twn z MrW, 1.00.67F_: .t.4 • 0.6 r0, M0.070:12. 0.01 Tv T 0.00�"w:..
ail' �� a'_ `+f
r0.41
.. vn�
s �s�t ysm�
Y..S .�^
-
�+'.r�
t-':� "-.�{'.�.,.,:��F.b.� .3 s.... �:� 3 4
_s...� -;`x;F.. - '�§�»..'a..�
i�:'3� � ��','LLA�wi4, ��'::+-£: "'.x3"s'd� ',re
+'u+ i-- i. ��aiSi� .Y. .,...: ..4 �._M.e C-.i'g�. i3. 'hd.�a]L :..sS'. a V Sn_:ci`:':riv - - vQ5 _ ,;.«.-. , wry, _ _
a f��x
e, Hof _the n liquid is':befow the ideal:ran a for bacterial actwn;and waste treatment:',GfW all adjust' 11 b aMn �l'it of - iciiituraE lime er I000 cu ft .of..li iw"i mamun uifthe! n!-Sa le the Ia _ w-.
a P . _ ..� .. � 8_ � ., a ... w_ .Y, P Y, g P„ 4 M g P. _go
.r 3vi �•�- ysy ..' 'a .: ".. -�., -_n1* :^' v�1'm..1 "SI '- ' �.Ef_x -•. v"ia�'.F. e '3:..a d'.s. e F $�:3:L 'P? ::: ,-.. �. N °P '>B' ,qyF ?;'' &,i vbs d".. A!'.;".. $.:��:
�� �h �
,' .:: �w .,
"ontii ;and`continue 16 id'u5t` H=until'itiis.within the desired -ran a of:7." 0� Y � - �' t 3 � � � � �-` ° � �" �r : � � �P�� � �
_ ..,_...n s
l ww, , __as,.__ m.__ _ _v. , ._�,_�._ . .. _ _ _
•

.__.- x.,�-.::/'C�re;4"�)S'.a,.'�"r.,,��w i. ... .�:.- +<x�'..i:='•st'- i�"" � :{•_- :}z v� dS%"''S.€ _ �-3.- _ �,',v,. i
NCDA onatnte Dtvlston 4566:l Creek•Road fgalet3 ': NC, 276a7-6465� 919 7�, p Re ort No WO54t44 W A:
eed ,733=2655 ; � � >
Grower- Beallgray Farm Inc. Copies To: County Extension Director
' PO Box 549 USDA-NRCS-Davidson
Linwood, NC 27299
USDA NRCS-Davidson
Aa
�r�Mym�r yf as to n a ys Z sRoo-hort nn: 29-3 301 East Center St.
Davidson Agricultural Center
6/12/'98 Davidson County Lexington, NC 27292
-..c: ::-s .v.> s .q .WIN
Sam leInfo.-Lahoralo
-. _n.....-.a Irv-; a.•:- e�-w,�-a.�, r.=::a�a. .ssa�.,.�:;ne;.- a:,n '<>'..� ..�:a.� z � -d"rz. k3'"_.:'xa�'�- -., ,s �.w-, - �s
Fitesults artsx r,;mjllion ooless otfierwise noted'. "-` ¢
. _F �.�="�.,::
Sample ID:
N
P x Ca Af S Fe Mn Zn Cu B Mo CI MO
; r5
di
Total 30042
11143 17241 14730 8559 5298 6399 447 184 44.3 24.4 342596
IN N
Waste Code:
-NH4
1"
-NO3
Na Ni Cd Pb AI Se Li H SS C:AU, , DM% CCE% Atons
2540 7.16 425 11.40 43.84
&_.ription.
OR-N
Composted Da' Waste
Urea
_ '�3 �,�;�»n-:,g, s� s^s==�^ f �- �: - - - x ,� - _ � - , t .-_._.a-.s - v_x �.,. .
Re "�.e� Nutrieot5 Available,%cFirst Cro Ibs/ton raet`Gasls
' ,=' �
Otliec:Elemeuts lbs%#on:uet,;b"asks
comiriendatiuns._.� _$ 1 .,
.....,.� - .,. .�:,.% - r-.,--....s�,.�,,
rcatron Method k N: .P2o5-:>R2O Cam 5� Fe tlln- Zn Cu B Mo.r CI 3e
...« tm.. x -:..L -- z'.,•_r .;',i.`6 •..,'F.; c3 ? *E. s.t,...� .�'3�>' F`„..S
-. 'r_.y '". �•- J. �. <_3- .. _'.: � r -
'�'SRs'
z .r:F�...-:sr, sy� . ��e ��` �''" � �i ' �. �' �'�•
Na .� NbCd� Plr'Al
... r#a�. .F- m:...
%K'�� ¢�
'"=-^T
yS--.S".e
ce.-.v-e:n $n§,,,.,,»+ a.:+.:-z-'i yM� ....°i e:n.y. ., , t .- �r ..,:. yx ,4 t 6 '.`.:r' 9r�$'
:.-._ w:-, ��..' . .n. ±s'.a"y:^t .:u- , .,F[S-- :. . ¥ _:tt"-`
y
II ;: .,... -.. r r Ri x. { , yF - O:,. ., s.�.. -- .. T ' P . ..- y . ..j s 4 ` f- 1 et ',l`-.
..,Broadcast 1fl 1 4 �-14 .$ 4 2 8 4 0 24 , fl.10 fl.02 4 Ol ",
w.�..,�-i.' ..:,. e,.. '.r +�... �.y �"�: �:�. r.--6� r':: � :£"^'.,'f..: ff:ffif-:l?x.n'.3. s"Sf" a.,.-
'. F qq¢�,� e _T'. - .,4
x}
.t,-.._r
Sp .,. �.4'C C"
, 30 " C S;; l �
2.2, _
�.''.Y
7x'i' »:."&3�'.v
;i„¢f .;"'�" - w`�}..>:t�±r -e
y .xy 3;: 3 n.-. -:. a::. xyypp,.¢.,5,'
�p 16.8 4.z.,0.29 n°lz
J' .�F-.:
£'2.'".-� x. ,
2:2,E.gA
Soil Inco sy"":' .. .Fosy.... .,#
m 413,2. .16.3�.9,7.5.6:..3.5-W 0.03:_`:_0.02,'®
:�n..::Xr..
i n is ie tit' `In relation to carbon°(I ow:C N Ratia)If:ihe waste~` roduct Ls to be used as a=raw rnaEenal in con stln blend stvitti another material svitlt'ja h� `C:N ratio. The C;N ratio should be 20=30 forte
P" Po g,. gh
&.KarY.,.B�.,,.,." -�
_.:s a.,r.,r..-, .r..:r„ :. d .: h _ y'.y-^''e^�° -: -:; 1' .-.. c � -..x x- > _b- --' -.. '' $.: -.q>� s.:- ,.'x{l" : ''S -: •;".. �'S dim'.a, ..`:�-.<:r^ {.=,": f a�:;`:,�74e n$.�'sn .. z::... :Ri ".. :rya_ f :;�SR..., r. .'�1 -�rF
�- �4;.gr.�. ns�'.k F::z£, 5h £ r -'"' :_"�""'�n<1 W a' _ x "dealcon ., „a. o> :�.p,. r ,..�:�7 . �. .gym u �' �� k-_ ',,.:-�» Y
_.. -'Y` �" :: $x C. 'j._ x..,.>3: e.'i < Y.1�4`F': ..-i.e. �, ?j. "x't Mff
�.a'.
_.'+` p_:. _a' _ .-- _ { €
.-.ems .:e. - ..:, }- ::.RY.d?i x :.. -.- Cx-.-.x.,- �::•. ; .. �'' -, , :: 5..a-= -si f g. a -r 3
'{is, ,."' % ry.. r.- .v �.,.._,.:: n x.: , a +Y'y-. e><'• . - ->,. »<. . , 5 - `?. +. a_y. +a . sue. ,�'. 5<" l4''f'-'' yjage;
_- 'e ?z'.'" :7X' F ''xi.- .'Z 4. ,�7V ....yidb..:€,<.
.,:. i,..v':e.,�. .: '.- „Rs... ..- �a 'z.,,s'.c .a,�:xTnr .aA,9r...:-Qa. AS#:' ,� ws... 'xu� ;.:c a. - --,`,r ,-r.'. �za - s<a .k .:�:- .,�,`'�'"+ - a`':`._"
a �5otuble
It�ble-salt level �s v h�t�;[he con . t{cannot be -used as lands so�i'or ottm media without blendin other materials to'16 soIbble salts to an acce tahle l of * V h1 salts lik ;indicate ve
W er�,'�x r.
a�s$r. s_:�-,,:. sa �a «« P �a ate,,
E,
t
igh autrient'awaHabildy 'fake:a matching°sod:sample:to furlher,evaiva ' pH and nutrient availab�Lty F , .. - _, . i<
o
r^""'Y
K"x�
u: x , x F . "
.y _
. F--,ax.�.:f" -$'g ' "S. 4 "j"�
•. .,�., - ......m:-- :.�. r ""... :,'z"i .-� .. :..-',r. -..,.�
_ "9 F ' = - -
„? - 's ,.9' £- 5:i '. M4.-: -,..�A -`S"" -£-
g.,; _. F-- t.:.�rt is ,n s
tea;: k
FRr�...> -,,,,�
o- s. Y�g P y 3a $s.W d F� ...;.�-e-<s,---'.r.": .. rx�,, '^':::..""`,. :- ;..
i ._--"32''fs R,�3, '.z.. :y24 - '"?�°���&�. ".:s-,
��, � �� �an... �
.;>-y_
ry._:
."":''-_
r.-e ,. Y.. �- 4.^5:r�. e"x ..,:�-�f � . x�x<.. : s3: -,.. .. � .�:. �::. X� �:.. _ :.�zY�...�a., .`a-:. n,: ,s��.'�=�".-'.�
m t H:cs:h er than�ideal for lanf" rode Wdn 1f the coin will be:used'as:a`lands or, ttm soil blend other materials or.'add'eiemental"sulfur-to decrease H;to the;deslred ran e�As a neral rul�add 6'
� .. :���..:'
25'lb of eiemei tal•suifur; r d H D 1 D°unit Une afteFtreatmen -take a soil >le to:determine:if H is.within the'desired#tail `_ n
of;soil°to.Iower' month sarri
..;�:-u -._ ,.n t '.� $ Jy oy �,: '.�
Sam !e lnfo
�` �w:.o.n'..e:Ya.,.-.,.d:. •-'p"i., is'_-;". •.�F.":..u:�st :-K:' fL" �3,S,at ,f' -��� '��i. S_a„-�.. ' `�-�_'4
�Laborata zResult5 arts, %millton;etnles5other~n'se noted ' -
:�T_
-"-0: ��Cu
ale ID:
N
P X Ca M S Fe Mn Zn B MO C1 C
Total 25958 M
7514 12617 9292 5683 3120 2765 123 151 38.0 10.8
IN -N
M M M M M M M M M M
Waste Code:
-N114
SSD
-NO3
Na Ni Cd Pb Al Se Li pH SS C.•N DM% CCE% ALE Ions
2789 23.83
Description:
OR-N
Dairy Surface Scraped
Urea
M
Recommendations .� �;. s. _allbsltoia
wetas�s_
r 51 4.9. ��2:7 16� 0:$9 '0:04.�:-D.DI:z
13-
;:?Broadcast r?�n{•, � � :-�� ,5:$ � _� ,fl.7 ..,D:06fs �-'f.,� �.:�
•-`-e
��„
:.V" Y� - .Ya` :: li: A .-5: �.8.r e-3 �,3{.
s,� :13�':�::_'.� at

FARMLAND RENTAL AGREEMENT
Leon Stokes agrees to rent to Beallgray Farm Inc farmland
for Farming Purposes only.
Beginning June 20, 1998 for a period of two ( 2 ) years
until -June 20, 2000 at the rate of twenty-five ( $25 )
dollars per acre per year. Payment due at beginning of
each rent year.
Farmland to be rented are:
ASCS Tract # 1804
Field # 9 -- 12.0 acres
Rent 12 acres @ $25 = $ 300.00 Annually
Beailgray Farm Inc agrees :
1. To furnish a complete crop history on each field
Annually including fertilizer, waste, and
Pesticide use, crops grown, and estimated yields.
2. No farmland is to be pastured.
3. To -follow Leon Stokes' Conservation Plan.
4. To reimburse Leon Stokes $1079.81 for lime and
fertilizer applied to Field # 9.
Leon Stokes gamess ALLSRAY FARM, IN
B Graham, Pres.
Date

CROPLAND LEASE
N.C. Wildlife Resources Commission agrees to lease to Beallgray
Farm, Inc for the year 1999 the ASCS farm number T1042 for
farming purposes only.
Beallgray Farm, Inc agrees to plant and maintain wildlife
food plots. Beallgray Farm, Inc receives 100% of crop
produced on -cropland acres.
N.C. Wi ife Resources llgray Farm, Inc
Commission tmes B. Graham, President
A e

FARMLAND -.RENTAL- AGREEMENT
Leon Stokes agrees to rent to Beallgray Farm Inc farmland
for Farming Purposes only.
Beginning June 20, 1998 for a period of one ( i ) year
until June 20, 1999 at the rate of twenty --five ( $25 )
dollars per acre per year. Payment due at beginning of
each rent year.
Farmland to be rented are;
ASCS Tract # 1804
Field # 8 - 20.8 acres
Field # 10 _ 12.5 acres
Total 33.3 acres
(tent 33.3 acres @ $25 = $ 832.50
Beallgray Farm Inc agrees : .
1. To furnish a complete crop history on each field
Annually including°fertilizer, waste, and
Pesticide use, crops grown, and estimated yields.
2. No farmland -is to be pastured.
3. Field # B will be .accessed from Beallgray Farm only.
°4. To follow Leon Stokes' Conservation Flan.
-- -- --- ------ - --
Leon Stokes LLGRAY FARM, INC
--
?mes B Graham, Pres.
42/
note
- � S

CROPLAND LEASE
Christina E. Graham agrees to lease to Beallgray Farm, Inc
for the year 1999 the ASCS farm number T1813 for farming
purposes only.
Christina E. Graham /� allgray Farm, Inc
/.James B. Graham, President
�Z r $
Date
0
".�IIDSON-RV�k

I*
PASTURELAND LEASE
Subject to the terms herein set out,
Judith Redwine does lease pastureland in the
amount of 56 acres (more or less) in Boone Twp.,NC
to 8eallgray Farm Incorporated for pasture.purposes only.
Terms and Conditions;
1. Term of Lease is for five (5) years beginning
January 1, 1998 thru December 31, 2002 unless
Terminated (as herein provided).
2. Rental small be paid at rate of $600.00 annually.
Payment will be made as follows; Total paid
on January 15 of each year.
a. Either party may terminate this lease with
ninety (90) days notice.
JUDITH REDWIN HEALLGRAY /FARM INC.
C. I ERLAKE III, AGE 3ames^E. Graham Q Pres.
DATE -�1�AQ�_-- DATE 'Z
/ /

LEASE AGREEMENT
BETWEEN
BEALLMONT FARM INC.
AND
BEALLGRAY FARM INC.
This signed agreement between these two consenting parties, constitutes a
lease, for the agricultural use of land owned by Beallmont Farm Inc. by
Beallgray Farm Inc. This lease is for agricultural purposes only(Raising
crops for Dairy Cattle) and does not apply to the mineral.hunting, fishing.
or other land uses associated with the property, which are retained by the
lessor.
Beallgray Farm Inc.(hereafter referred to as the lessee) agrees to pay
—518.00 per acre- for the rental of 97.7--acres of land from
Beallmont Farm Inc.(hereafter referred to as the lessor)
This rent ---$1,758.60— is due in full by the last day of each calendar
year, and shall be paid monthly (Beginning Jan 31. 1995). at the rate of
—$146.55_in a check made payable to Beallmont Farm Inc. for deposit
in the corporate account.
The lessee agrees to keep all agricultural lands leased from the lessor in a
good state of production, making necessary improvements to the
land(fertilizer and tillage as needed) to keep it in similar condition as it
is at the time of lease.
This shall be a calendar year lease(Jan to Dec). and remain in effect as
long as the lessee meets it's financial and land use obligations, subject to
mutually agreed upon increases in the rent of said property as inflation
and the area rental prices dictate (to be reviewed annually each year on
Oct 1).
This lease may be canceled for any reason, by either party, with
30(Thirty) days notice in writing. In the event of cancellation by the
lessor, the lessee will have sufficient reasonable time to harvest planted
crops, or shall be monetarily compensated for crops unharvested.
Corpora
1 � 19—Lr
L--
fesident, Beallgray Farm Inc.
Corporate
Seal
Corporate President, Beallmont Farm Inc_ Corporate
Seal

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E
I

`k. ��:3T ^ �;, � �'� - _ xril.•�� .r :,r..., - 2���'H�'.- 1rF c, t;4". iS'` t i -o•
Xt f i �►� 4 `� '1 -.r r'JfJt � '; � J• � +/ �;�;�';i .91 � r- r ,� i�.w •J'hN
.11t -` �.�t rx- 7 f+. -� -.n i4. h .a, �v n�1 _yi Yi r ,"•4r,�ti Y,. � A
ii � j,Y. , n y t � - 1� i1 4 r.i: � f - �i ��� �. 1 t.f• i �,� �i; t `. t;
�iJ. �. �': � ,fr: k• _ {'°. i �, 1i-'S i �.t^• !" J 1 y � y � *Y - ;`+!�
� y r Y ,; }q• � � . e. 1 sty �'r�' .t t F�lr . ° :� ,�,a ..� � �r. ; � �'b,;�,,L �,3r,t�' S
� Y
i
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s

�• to a1 �»•_ '
ay-i� 1 y lh
:�w•,J W? "(_.PL
CROAND PLEASE
'
x1 r•
s G r
•_ SubJect
to the terms -herein
set `out, Yadkin
.. .
Valley
Farms, Inc does lease
cropland:in•the
amount
of 51.8-.acres- identified
as ASCS. T1041' and
T1042
to Beallgray.Farm Incorporated for farming purposes only.
-`Terms and Conditions:
1. Term of Lease -is" for five (5) years beginning
January 1, 1998.1-thru December 31 +'2002 unless
Terminated`(as'herein provided):'"'
2..Rental shall;be::paid at rate of ;-$20.00/acre.
Payment will be"made as followsf:,.Tota1 paid
on January 15.,of each year.
3. Acreage may Obi �,i, eased as additional acres
come into, production.
4. It is agreed"that municipal•waste may NOT be applied
as fertilizer..
5.
Beallgray Farm Inc understands that the property
_
is for sale.�Beallgray Farm Inc will quit any or
all the farmland upon notice to quit. If the
Notice is'at•the End of a. Crop production cycle
there will-be',.ho reimbursement. -, ;If the notice
{
is after cro investment i5:made and before '
harvest, reimbursement:'sof%'cost, of production plus
.,,
interest;.: at rate-.o£ ;ti�el've{I2')'percent' from time
-of investment=_",i11 •be'requiie'&I:_-. ..-
.�
� jai �
•. -•. _ ,
.' :.
-=°L-- YADKIN VALLEY FARMS INC :BEALLGRAY FARM INC.
-:
mes -B. Graham, Pies.
DATE •
ga
, S
• C Jar �r��`I}'i .�•f3` •-.

NORTH CAROLINA _.
DAVIDSON COUNTY
THIS CONTRACT, Made.and entered into, this 18th day of
April, 1994, by and between Robert L. Grubb, Trustee Under the
Will of June Carter Little, Deceased, party of the first part;
and Beallgray Farm, Inc., a North Carolina corporation, party of
the second part;
W I T N E S S E T H:
THAT WHEREAS, June Carter Little died on May 21, 1987,
leaving a Last Will and Testament which has been duly probated
and recorded in the Office of the Clerk of Superior Court of
Davidson County, North Carolina, in Estate File No. 87 E 394; and
WHEREAS, the party of the first part was named Trustee of
the trust created under the provisions of said will, has duly
qualified, and is now acting as such Trustee; and
WHEREAS, the property hereinafter described constitutes a
portion of the real property belonging to the trust, created
under the provisions of said will;
NOW, THEREFORE, subject to the terms and conditions herein
set out, said party of the first part does hereby let and lease
unto said party of the second part; and said party of the second
part does hereby accept as tenant of said party of the first part,
tracts of land containing a total of 413 acres in Boone Township,
Davidson County, North Carolina, more particularly described on
attached Exhibit A.
The terms and conditions of this lease are as follows;
1. The term of this lease commenced as of the first day of
January, 1994, and shall exist and continue until and including
the first day of January, 1995, unless sooner terminated as
herein provided.
2. The rental to be paid by said party of the second part
for said premises for the term of this lease is Six Thousand One
Hundred Ninety-five and no/100 Dollars ($6,195.00). The party
of the second part acknowledges that it had the use of 260 acres

of land owned by the par.f the first part during the calendar
year 1993, for which the party of the second part owes to the
party of the first part the sum of Three Thousand Five Hundred and
no/100 Dollars ($3,500.00). The party of the second part agrees to
pay the unpaid portion of the rental for 1993 and all of the rents
for 1994, a total of Nine Thousand Six Hundred Ninety-five and
no/100 Dollars (i9,695.00), in monthly installments as follows:
$1,211.88 on or before the first day of May, 1994, and a like
amount on or before the first day of each succeeding calendar
month until and including the first day of December, 1994, when
all unpaid rental shall be due and payable in full.
3. It is expressly agreed that the demised premises shall
be used for agricultural purposes only and that the party of the
first part shall reserve to himself all other rights, including
hunting rights.
4. The party of the second part agrees to maintain the
unused portion around the leased land by bushhogging or whatever
means are necessary to keep unwanted growth at a minimum.
5. Any additional roads or fencing constructed on the
property by the party of the second part, any clearing of wooded
areas, and the use of any fertilizer other than conventional
fertilizer shall be approved in advance by Zeb V. Little or by th
party of the first part. It is specifically agreed that no sludg
products shall be used for fertilizer on any of the leased
premises.
6. It is agreed that if any monthly installment of rent
shall be and remain overdue and unpaid for thirty days, at any
time during such default, the party of the first part may, at
his option, terminate this lease and demand and receive posses
of said premises.
IN TESTIMONY WHEREOF, the parties hereto have executed
this contract in duplicate originals, one of which is retained
by each of the parties, the day and
�]year
�first
�above wr-ittlen.
Pl—
( SEAL )
TRUSTEE TINDER THE WILL OF TUNE
CARTER LITTLE, DECEASED,
PARTY OF THE FIRST PART
BEALLGRAY FARM, INC.
BY:
PARTY OF THE SECOND PART

EXHIBIT A
150 Acres behind Mt, Zion Baptist Church
35 Acres on.'Belmont Road and adjoining property opposite side
of I-85
40 Acres at.Bull Hill between Old Highway 29 and I-85
40 Acres in front of R. C. Pickett's old house, Clark Road
28 Acres in front of hay barn at Spencer Yards
20 Acres behind Flea Market on Clark Road
100 Acres on Seven Oaks Drive

RIGHT OF WAY
Beallmont Farm, Inc grants to Beallgray Farm, Inc
a Right of Way to construct an Agricultural
Irrigation Pipeline on the Lands of Beallmont
Farm, Inc.
Beallmont Farm, Inc.
President
secx teary.

ANIMAL WASTE UTILIZATION
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:BEALLGRAY FARM INC.
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal 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 system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste 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 NCDWQ upon request.
Name of Facility er: J ES GR II M
(Please print) �/
Signature: Date:
Name of Mana r(If different from owner)
Signature: Date:
q / ///5kg"
Name of Person Preparing Plan: (.please print)LLOYD PHILLIPS
Affiliation:DAVIDSON SWCD Phone No. 336-242-2075
Address (Agency): 301 E. CENTER ST.
LEXINGTON NC 27292
Signature:2Z:eZ,,ZDate: � �/�/ �
Page: 10