040005_CORRESPONDENCE_20171231

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
October 1, 2004LMR
RECEIIIED
A. Dale McRae OCT 1 5 ZII�4
A. Dale McRae Farm
Rt 2 Box 385 YEiI�I�!LLEilEG10NAtOFEICE
Wadesboro NC 28I70
Subject: Certificate of Coverage No. AW SO40005
A. Dale McRae Farm
Swine Waste Collection, Treatment,
Storage and Application System
Anson County
Dear A. Dale McRae:
On .tune 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 February 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 A. Dale
McRae, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supereedes and terminates your previous COC Number AWSO40005 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 A. Dale McRae Farm, located in Anson County, with an animal capacity of no
greater than an annual average of 7040 Wean to Feeder swine and the application to land as specified in
the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows
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 keepint;
and monitoring conditions in this permit -
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 OpporlunitylAffirmative Action Employer - 50% Recycled110% Post Consumer Paper
One
NorthCarolina
Naturally

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.
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 MRCS 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 Fayetteville 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 Duane Leith at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Anson County Health Department
Anson County Soil and Water Conservation District
Permit File.AWS040005
APS Central Files

REC A/
F C a 19 1999
FAY!�; E
REGEFFi�E
Route 2, Box 385
Wadesboro, NC 28170
February 18, 1999
Attention: Mr. Robert F. Heath
NC Dept. of Environment & Natural Resources
Division of Water Quality
225 Green Street, Suite 714
Fayetteville, NC 28301
Dear Mr. Heath:
I was able to pump my lagoon on Friday, February 5, and the
following week in order to lower it to four inches below the
start pumping mark. I pumped on the 32-acre fescue field
adjacent to my facility.
Thank you for being so understanding with my situation and
handling it in such a professional manner.
Sincerely,
Dale McRae
hh

-State bf Nafth Carolina
Department of Environme
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Govemor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
Alan Dale McRae
A. Dale McRae Farm
Rt 2 Box 385
Wadesboro NC 28170
Dear Alan Dale McRae:
DENR-FRO
. nwn
July 30, 1999
,TkW"!W'A
IT 0
4CDENR
NORTH CAROLINA DEPARTMENT OF
VIRONMENT AND NATURAL RESOURCES
Subject: Certificate of Coverage No. AWSO40005
A. Dale McRae Farm
Swine Waste Collection, Treatment,
Storage and Application System
Anson County
In accordance with your application received on June 29, 1999, we are forwarding this Certificate of
Coverage (COC) issued to A. Dale McRae, authorizing the operation of the subject animal waste
collection, treatment, storage and land application system in accordance with General Permit
AWG100000. This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the A. Dale McRae Farm, located in Anson County, with an
animal capacity of no greater than 7040 Wean to Feeder and the application to land as specified in the
Certified Animal Waste Management 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 informationn 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.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]M
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWSO40005
A. Dale McRae Farm
Page 2
This COC is not automatically transferable. A�namelowner-ship change application must be submitted to
the DWQ prior to a name change or change in ownership
L_.__.. — _
If any parts, requirements, or limitations contained in -this COC I unacceptable, you have the right to
apply for an individual non -discharge perms[ by contacting 1ffe'-"engineer listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
The subject farm is located in the Fayetteville 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 Susan CauIey at [phone] ext. 546.
Sincerely,
Kerr T. Stevens
cc: (Certificate of Coverage only for all cc's)
Anson County Health Department
Fayetteville Regional Office, Water Quality Section
Anson County Soil and Water Conservation District
Permit File
NDPU Files

r - . `
I
State of North Carolina FEn
_FO�
Department of Environment and Natural Resour
Division of Water Quality
Non -Discharge Permit Application Form6 10
(THIS FORM AIA Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL
General Permit -Existing Animal Waste OperI/O
The following questions have been completed utilizing information on file with the 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 complete as best as possible. Do not leave
any question unanswered.
GENERAL INFORMATION:
L I Facility Name: A. Dale McRae Farm
1.2 Print Land Owner's name: A. Dale McRae
1.3 Mailing address. Rt 2 Box 385
City, State: Wadcsboro NC
Telephone Number (include area code): 704-694-9763
1.4 County where facility is located. Anson
Zin: 28170
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): On south side of SR 1649 approx. 0.6 miles east of
SR 1627 and across from the Pee Dee Nat. Wildlife Refine.
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: 06/30/94
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: _ _04� (county number); _5 (facility number).
22 Operation Description: Swine operation
Wean to Feeder
7040- Certified Design Capacity
Carroll's Foods Inc
Is the above information correct? ajyes; F7no. if no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum num e—r for which the waste management structures were designed.
"Type of Swine No. of Animals Type of Poultry No. of Animais Type of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (9 sow) 0 Turkev
0 Farrow to Feeder (# sow)
0 Farrow to Finish ( sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 5/28/98 Page I of 4 04 - 5

an
f
3.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): > 25.00 Required Acreage (as listed in the AWMP): 25
2.4 Number o Ear storage ponds (circle which is applicable):
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 ]agoon(s)? YES or (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? %C3 - S — q 3 T
What was the date that this facility's land application areas were sited? %0- 5-"
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.
3_ I 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 of these components may not
have been required at the time the facility was certified but should be added to the
CAWMP jar 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.)
33.3 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.
33.6 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 Insects Control Checklist with chosen best management practices noted.
33.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
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_
Applicants Initials
IY7.
FORIM: AWO-G-E 5/28/98 Page 2 of 4 04 - 5

Facility Number: 04 - 5
Facility Name: A. Dale McRae Farm
4. APPLICANT'S CERTIFICATION:
Gi. 1 �� /l"c/ G'P !Land Owner's name listed in auestinn 1.21 atrecr char
this application for � j. 4 /e �& (Facility name listed in question 1.1)
has been reviewed by rfie and7 is accurate -and complete tot the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be re ed to m plete. / 7
Signature rr�e� J G G.L Date 4
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 knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 04 - 5

of
State of North Carolina
Department of Environment and Natural Resoureo s AUG 6 ICJ
Division of Water Quality
Non -Discharge Permit Application Form DWQ
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing 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 that are apprro�priaV `-If a
question has not been completed by the Division, please complete as best as gsgible. Do. not leave
any question unanswered.
1. GENERAL INFORMATION:
I - I Facility Name: A. Dale McRae Farm
1.2 Print Land Owner's name: A. Dale McRae
1.3 Mailing address: Rt 2 Sox 385
City, State: Wadesboro NC
Telephone Number (include area code): 704-694-9763
Zip: 28170
1.4 County where facility is located: Anson
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): On south side of SR I649 approx. 0.6 miles east of
SR 1627 and across from the Pee Dee Nat. Wildlife Refuge.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrators name (if applicable; please circle which type is listed)
1.8 Date Facility Originally Began Operation: 06/30/94
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 04 (county number),- _J (facility number).
2.2 Operation Description: Swine operation
Ito Feeder
7040- Certified Design Capacity
Carroll's Foods Inc
Is the above information correct? yes; no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number t-or which the waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow)
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm:
0 Turkey
No. of Animals:
FORM: AWO-G-E 5/28/98 Page 1 of 4 04 - 5

0
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system); > 25.00 Required Acreage (as listed in the AWMP): 25
2.4 Number o lagao storage ponds (circle which is applicable): Ii
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? to - S _ q
What was the date that this facility's land application areas were sited? 10- 5 93
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.
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 locations 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 of these components may not
have been required at the time the facility was certified but should be added to the
CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
33.2 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.
33.4 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.
33.7 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.
33.1 1 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.I3 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
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.
Applicants Initials
f4, 1;9 14.
A 1:2, /Y7,
FORIM: AWO-G-E 5/28/98 Page 2 of 4 04 - 5

w� 4
Facility Number: 04 - 5
Facility Name: A. Dale McRae Farm
4. APPLICANT'S CERTIFICQATION:
I, z`/ 1 n - / �4 e %%% c/1 o
(Land Owner's name listed in question 1.2), attest that
this application for ' % k he ,zV %�'r�/ (Facility name listed in question I.1)
m has been reviewed by e and is accurate an complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be re ed to m plete.
Signature G�n//��-l_]• lr.� Dates
ate 1lJ�f�y
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
0
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge_ A 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]
FORM: AWO-G-E 5/28/98 Page 3 of 4 04 - 5

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VII.
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DEAi-C soil xcer Conse. LO" District ` Nadal Resources Conservation Service
STE UTILIZATION PLAN
Animal waste must be land applied at a specified rate to prevent pollution of surface water and/or groundwater.
Plant nutrients in animal waste should be used to reduce amounts of commercial fertilizer required for crops (in
the fields where the waste is 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 fertilizer value of
animal waste-, and, to ensure that it is applied in an environmentally safe manner. Always apply waste based
on crop needs and nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. Soil
types are important... they have different infiltration rates, leaching potentials, cation exchange capacities, and
available water holding capacities. Normally waste shall not be applied to land eroding at greater than 5 tons
per acre per year. With special precaubons,'waste may be applied to land eroding at up to 10 tons per acre
per year. Do not apply waste on saturated soils, when it is raining, or when the soil surface is frozen. Any 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 reduce the potential for pollution, waste should be applied to a growing crop,
or, applied to bare ground not more than 30 days prior to planting. Injecting the waste or disking will conserve
nutrients and reduce odor problems.
Estimated acres needed to apply the animal waste are based on typical nutrient content for the above opera-
tion. Actual acreage requirements should be based on the waste analysis report from your waste management
facility. Attached you will find information on proper techniques for sampling, preparing, and transfering waste
to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H.0217
adopted by the Environmental Management Commission.
Page 1 ANSON COUNTY, NC

BROWN CREEK Soil Water Cone: .on District Natural Resources Conservation Service
WASTE UTILIZATION PLAN
The following land/field acreage in Table 1 and Table 2 will be needed for waste application based on crop grown
and waste application method listed. (See Appendix 1 for a sample waste utilization recordkeeping form).
Acres Owned by Producer
Total
LBS N acre -
Tract Field Crop Soils Acres /Ac.• N 1 Utilized inch Apply Month
land for wastj nd for waste utiliizatio n
'This N is from animal waste only. TOTAL acs lbs
If nutrients from other sources such as commercial fertilizer are applied, they must be counted &
considered. N must he based on realistic i Id qxRectations.
CAUTION: P and K may he over applied while meeting N requirements. Beginning in
1996 the Coastal Zone Management Act will require farmers in some eastern counties of
North Carolina to have a nutrient management plan that addresses all nutrients. This plan
addresses Nitrogen.
Acres with Agreement or Long Term Lease
Table 2 (Agreement with adjacent landovur
If o erator do
�. .
Re aired y p.._:,.. es not own adequate,lan
Tract Field Crop Soils Acres
�equ�red specification 2]}
Total
LBS N acre-
IAc' N l Utilized inch Apply Month
1816
1
1 FESCUE (pasture)
537B
21.4
135
2889
42
1 F-May,S-N
1816
2
FESCUE (pasture)
537B
32.6
135
4401
65
F-May,S-N
*See footnote for Table 1.
TOTAL 1 54 acs 1 7290 Ibs
Totals from Table 9 & Table 2
Acres Lbs. N Utilized
Table 1 1 acs I Ibs
Table 2 1 54.0 acs 1 7290 Ibs
TOTAL 54.0 acs 7290 Ibs
Amount of N Produced 3351 Ibs
<Deficit> of PAN -3939 lbs
Page 2 ANSON COUNTY, NC

BROWN CREEK Soil Water Conse. :on District
. Natural ResotFrces Conservation Service
WASTE UTILIZATION PLAN.
important information for Ir[ioat� Animal Waste
This information is provided (by soil type and crop) to help plan and evaluate waste irrigation schedules. These figures represent optimum
irrigation rates to meet crop water needs and prevent water run-off.
Irrigation
Frequency
Soil Type Crop Days(min) Apply Rate
O►3 9b
537E Fescue (pasture) 4 .9-2 in./hour
From NRCS Tech. Guide, Section 11- ENG - Irrigation lnterpretatfons
NOTES
Apply Amount
oinches
1). The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. Sludge will be nutrient rich and require precautionary
measures to prevent over application of nutrients and/or other elements.
2). Refer to Waste Storage Facility Design/"As Built" Drawings or O&M Plan for amount
of temporary storage time, start pumping elevation & stop pumping elevation.
Contact the BROWN CREEK Soil & Water Conservation District - Natural Resources
Conservation Service (formerly the Soil Conservation Service) Office in Wadesboro, (704)
694-2710, when you receive a waste analysis report. Request assistance calculating
allowable application rates and amounts prior to applying waste.
Narrative of Operation
Figures provided are estimates of waste production... excess wash water or run-off (if any) may increase waste volume.
This operation was originally certified under T. A. McRae Ill, Dale McRae is assuming ownership.
Original certification to DEM 6/30/94
Lagoon Design by D. Butler, Carroll's Foods, Design approval by V. Jones, NRCS (11/93)
No significant change in operation.
Waste application by Nose tow irrigation system - owned.
NOTE: There is much more pasture on tract 1816 available for waste application if needed.
Page 3 ANSON COUNTY, NC

BROWN CREEK Soil Water Conse: on District l . Natural ResoQraes Conservation Service
WASTE UTILIZATION PLAN
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct applica-
tion or direct discharge during operation or land application. Any discharge of waste which reaches surface water
is prohibited. Illegal discharges are subject to assessment of civil penalties of $10,000 per day by the Division of
Environmental Management for every day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either owns or has long term
access to 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 NRCS with a copy of a written agreement (sample enclosed) with
a landowner within reasonable proximity, allowing use of their land for waste application for the life expectance of
the production facility. The owner of the animal facility is responsible for securing an updated Waste Utilization
Plan when there is a change in the operation.. ..such as increased animal numbers, method of waste utilization, or
change in available land for waste utilization.
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, climate conditions, and level of management, unless there are regulations
that restrict the rate of application of other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or an AIternative Conserv-
ation System (ACS). If an ACS is used the soil loss shall be no greater than 10 tons per acre per year and
appropriate filter strips will be used where runoff leaves fields. These filter strips are in addition to 'Buffers"
required by DEM. [See FOTG Standard 393 - Filter Strips & Standard 390 (Interim) - Riparian Forest Buffers.]
Odors can be reduced by injecting waste or disking after waste application. Waste should not be applied
when the wind is blowing.
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 & Climate in North Carolina" in
NRCS Field Office Technical Reference File - ENVIRONMENT 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 ... to maintain uniform application, and control conditions condusive to odor and 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 no more than 20 to 25 percent of
the leaf area is covered.
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 a crop
on bare soil.
Page 4 ANSON COUNTY, NC

BROWN CREEK Soil Water Cone+ on District L/ Natural Resomes Comervadon SeMce
WASTE UTILIZATION PLAN
11. Animal waste shall not be applied closer than 25 feet to surface water. This distance may be reduced for waters
that are not perennial provided adequate vegetative filter strips are present_ (See Standard 393 - Filter Strips)
12. AnimaI 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 applied4n 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 wetlands provided they have been approved as a land
land application site by a "technical specialist". AnimaI waste should not be applied on grassed waterways that
discharge directly into water courses, and only then at agronomic rates provided the application causes no run-
off 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. Lagoons and other uncovered waste containment structures must maintain a maximum operating level to provide
adequate storage for a 25-year, 24-hour storm event in addition to the one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments,
berms, pipe runs, etc.). If needed, special vegetation shall be provided for these areas and 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. Lagoon berms and
structures should be inspected regularly for evidence of erosion, leakage, or discharge.
19. 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.
20. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent break-
downs, leaks, and spills. A regular maintenance checklist should be kept on site.
Page 5 ANSON COUNTY, NC

BROWN CREEK Soil Water Conse: on District
l . Natural Resources Conservation Service
WASTE UTILIZATION PLAN
Waste Utilization Plan Agreement
Name of Operation:
Dale McRae Swine Farm
Facility Owner
C� Date:
Dale McRae
Facility Manager
(if different from owner) Date:
Technical Specialist
Date:
Robert E. Horto ►
Affiliation: USDA -Natural Resources Conservation Service
1706 Morven Road
Wadesboro, NC 28170-3142
Page 6 ANSON COUNTY, NC

BROWN CREEK Soil water Consex on District l Natural 8esonrees Conservation 5ervtee
WASTE UTILIZATION PLAN.
I, T. A. McRae III , hereby give Dale McRae
Permission to apply animal waste from his Swine Operation/Facility on my land, described as follows:
Tract (or other ID): 1816 Acres: 54 Term: 3/19/96 to 12/31/06
I, , hereby give
Permission to apply animal waste from his Swine Operation/Facility on my land, described as follows.
Tract (or other ID): Acres: Term: to
I, , hereby give
Permission to apply animal waste from his Swine Operation/Facility on my land, described as follows:
Tract (or other ID): Acres: Term: to
I (We), understand that this waste contains nitrogen, phosphorus, potassium, and other tract elements that
when properly applied should not harm my land or crops (including pasture/hayland). I (we) also understand
that the use and application of animal waste will reduce my need for commercial fertilizer.
Adjacent Landowner(s) C � F j
l Date:
T. A. McRae III
Date:
Date:
Facility Owner r (waste Producer) '6 G a� Date: u Jp J / p
6
Dale Mc ae
Technical ,
Representative
Date:
10011"-
Brown Creek SWCD
Representative
Date:
(A minimum term of Ten Years is required for waste utilization associated with a Cost Shared Practice or Item)
Page 7 ANSON COUNTY, NC

P-1, F01

Burial three feet beneath the surface of the ground within 24 hours after
knowledge of death. Burial must be at least 300 feet from any flowing
stream or public water body.
Rendering at a rendering plant licensed under NC G.S_ 106-168.7
Renderer of choice for this anima! operation
Valley Proteins, Inc.
Complete Incineration
Dead Poultry Only --- placing in a disposal pit. Size and design of pit
approved by the NC Department of Agriculture.
Any method approved by the NC State Veterinarian which involves
possible salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian
must be attached.

SAMPLE WASTE UTILIZATION RECORD
Date of Waste Application (must be within time window in plan) -
Based on Imo. Pump —190 opm Q design wo a pressure,
1816 1
__1 816 - - -. 2
FESCUE (pasture)
--FESCUE (pasture)
USDA Natural Resources Conservation Service '
Irrig. Time
Waste Avg.
Animal
(hrs)1
Waste
LBS PAN
Waste N I
Fiowmeter
Applied
per acre-
Utilized -
Data
(acre -inch)
Inch'
(lbs) E
Anima! Waste Nitrogen Contributions
5378
135
-
21.4
�136
100.0
42.2
68
2870
1 4
537B
32.6
135
_
135
153.0
64.6
68
4393
1
_ NOTES:- - . - - --- - - - - - _.. _ _ . _- -- - -- _ . --- -------- ------ ---- --_ _
This Waste Utilization Record is provided for Example only, other recordkeeping methods are OK; Blank copies of this form are available.
Fields or other defined areas on an individual tract with similar soils and crops may be combined for record keeping purposes.
On farm yield averages may be used for RYE if available for 5 years or more for the crop in question
A Flowmeter Is reccommended for irrigation systems, Pump capacity and time may be used to calculate volume of waste applied.
Irrigation amounts in this example are for annual disposal... Multiple/split applications (at least 2) will be needed to acheive these times and amounts.
I' Test waste for PAN/unit waste annually. —� *ILans2li;Ation mutt
bo based o reahtiG
ggctatio sn (RYE). commercial fertilizer must be counted ana
ANSON COUNTY, NC

BROWN CREEK Soil water Conservation District 11-14Katmai Resources Conservation Service
• f
Dale McRae Swine Farm - OPERATION AND MAINTENANCE PLAN UPDATE
This structure is designed to operate as an anerobic lagoon, with waste treatment and 180 days of temporary'
storage. Time required for the fluid level to fill from STOP pump elevation to START pump elevation may vary
due to site conditions, weather, flushing operations, and the amount of fresh water added to the system.
The 180 day temporary storage in this structure consists of: 1.) waste generated by confined animals; and,
2.) excess rainfall after evaporation (5" for AnsonCounty). Additionally the structure can store the 25 year-
24 hour storm (6.3" for Anson County) above the START pump elevation. The volume of waste generated by
7040 confined swine remains fairly constant throughout the year and from year to year. Excess
rainfall will vary from year to year. The 25 year rainfall is not considered in the annual pumping cycle...
this volume above the START pump elevation must be maintained and available.
The START pump or maximum normal operating fluid level is usually the outlet invert of pipe(s) from the
confinement building(s). If the outlet pipe(s) is not installed at the START pump elevation, a permanent
marker must be installed at this elevation. A STOP pump elevation must also be established to maintain
lagoon treatment depth and volume. Pumping can be started or stopped at any time between these two
elevations to land apply waste without runoff or leaching, and accomodate weather, soils, crop, equipment,
and management situations.
Land application is an accepted method of liquid waste disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation; honey wagon applicaion is a more labor intensive/time
consuming method. Be careful when applying waste to prevent damage to crops.
IMPORTANT ITEMS
1. Fresh water should not be used for flushing.._ recycle from the anerobic lagoon_
2. The approved waste utilization plan shall be followed. This plan recommends sampling and testing of
waste prior to land application.
3. START pumping temporary storage when fluid level reaches elevation 47.2 (or before)_ STOP pumping
when fluid level reaches elevation 45.3. This temporary storage, less 25yr-24 hour storm (volume to pump)
is 82000 cubic feet (613360 gallons) every 180 days....164000 cubic feet (1226720 gallons) per year.
4. Refer to the approved Waste Utilization Plan for important information on irrigating liquid waste ---
application rates, maximum application amounts per irrigation and rest period between irrigations.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation
should be fertilized to maintain a vigorous stand. Keep grazing livestock off all embankment areas.
6. Repair any eroded areas or areas damaged by rodents and establish in vegetation.
7. Keep all surface runoff diverted from the lagoon to stable outlets.
8. Keep a minimum 25 foot grass vegetated buffer around waste utilization fields adjacent to perennial
streams. Do not apply waste in open ditches or water courses, within 200 feet of a well or within 100 feet
of a property line or public right of way.
9. Maintain a copy of the approved Waste Management Plan on farm (or at the confined animal facility)
at all times. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United
States. The NC Department of Environment, Health, and Natural Resources, Division of Environmental
Management, is the responsible for enforcing this law.
3/19/96 ANSON COUNTY, NC

A. Dale McRae Swine Farm
Phone Numbers
IMPORTANT.!!
Implement this plan if any part of the waste management system for this operation fails
or results in overapplication of waste, or discharge of waste to the waters of North Carolina!
DO NOT WAIT or PROCRASTINATE" if there is a problem! Make every effort to ensure
that animal waste does not reach surface waters ... or neighboring property!!!
This plan should be posted and accessible to all persons involved in the day-to-day
operation of this facility!!1
Post in a Prominent Place!!!
USDA -MRCS
BROWN CREEK SWCD
Anson County NC

at
A. Dale McRae Swine Farm
1. Stop the release of wastes Depending on the situation, this may or may not be possible. Suggested
actions are listed below.
Add soil material to increase elevation of embankment Call a pumping contractor
Pump waste to fields at an accceptable rate
Minimize water use in the operation
Runoff of Field Applied Waste
Immediately stop waste application
Contain waste in a temporary diversion
Incorporate waste to prevent runoff
Leakage from Pipes, pumps and Sprinklers
Stop recycle pump
Divert surface water away from operation
Evaluate and eliminate reason(s) for runoff
Evaluate application rate for fields where runoff occured
Close valves on leaking pipes to eliminate discharge
Stop irrigation pump Repair all leaks prior to restarting pumps
Leakage from Flush Systems, Houses, Solid Separators
Stop recycle pump
Stop irrigation pump
Make sun: no siphon occures
Stop all flows in house, flush systems, solid separators
Repair all leaks prior to restarting pumps
Dig a small sump or ditch to safely catch seepage, install subersible pump, pump seepage back into structure
If seepage is cased by burrowing animals, trap and remove animals, compact day soil material in holes
Have a professional evaluate the condition as soon as possible
2. Assess the extent of problem and record obvious damages.
Did waste reach any surface waters? Could spilled waste reach surface waters?
Estimate volume of waste released and duration of event Could a rain event cause waste to reach surface waters?
Note Damage.., employee injury, fish kills, property damage Are potable wells endangered (on or off property)?
Did spilled waste leave the property? Estimate how much waste reached surface waters
3. Contact appropriate agencies. See numbers posted on front of this plan.
Call the DWQ (Division of Water Quality)... Regional Office or After Hours Emergency number
Have the following information ready: Your name, facility, telephone number, details from Item 2 above,
exact location of facility, direction of movement of spill, weatheriwind
conditions, corrective measures taken, seriousness of situation
Call local EMS phone number if spill leaves property or enters surface waters... instruct EMS to contact Health Department
Contact local SWCD-NRCS Office for adviceitechnical assistance (also may want to contact Extension Service Office)
4. If none of 3 above works
Call 911 or SheWs Department, explain situation and ask personnel to contact the proper agencies.
5. Contact the Contractor of your choice to begin repair of problem to minimize off -site damage.
Contractor Name:
Phone:
6. Contact the 7echical Specialist who certified the structure (NRCS, Consulting Engineer, etc.).
Technical Specialist: Robert E. Horton Jr. Work Phone. [phone]
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify damage, repair
system and reassess the waste management plan to ensure no future release of Waste. USDA-NRCS
BROWN CREEK SWCD
Post in a Prominent Place!!! Anson County NC

BROWN CREEK Soil Water Conservation District
USDA Natural Resources Conservat,lon Service
Checklists for Animal Operations
Insect Control Checklist - LiquidWasteSystems
Source
BMPs to Control Insects
Flush Gutters
Accumulation of Soilids
Flush system is sufficiently designed, and
operated as designed.
--'We--move bridging of accumulated solids at
discharge.
Lagoons and Pits
Crusted Solids
Maintain lagoon, holding pond, settling basin,
pits to minimize crusting (no more than 6-8
inches over 30% of surface).
Excessive Vegetative Growth
Decaying vegetation
Control Vegetation along perimeter banks of
lagoons and other structures to prevent
accumulation of vegetative matter,
Feeders
Feed Spillage
Design, operate and maintain feed systems
(e.g. bunkers and troughs) to minimize
accumulation of decaying wastage.
Clean up spillage routinely (e.g., 7-10 day
interval during the summer; 15-30 day interval
during winter).
Feed Storage
Accumulation of feed
Reduce moisture accumulation within and
residues
around perimeter of feed storage areas by
insuring drainage away from site and/or
providing adequate containment (e.g., covered
bin for brewer's grain and similar high moisture
grain products).
Inspect for and remove or break up
accumulated solids in filter strips around feed
r storage as needed.
I&
ANSON COUNTY, NC

BROWN CREEK Soil Water Cosrservatiots District USDA Natural Resources Conservation Service
Qdar,Contrpf:Checkllst;,:Swine;(continuedl.,;'..
Irrigation sprinkler nozzles
High pressure agitation
Irrigate on dry days with little or no wind
Minimum operating pressure
Wind drift
Pump intake near lagoon.liquid surface
Pump from second -stage lagoon
Storage tank or basin
Microbial decomposition
_ _Bottom _or_midlevel loading
surface
Mixing while filling
lank covers,Basin surface mats of solids_
Agitation while emptying
Proven biological additives or oxidants
Settling basin surface
Microbial decomposition
Extend drainpipe outlets underneath
Mixing while filling
liquid level -_
Agitation while emptying
Remove settled solids regularlyT
Manure, slurry or sludge
Agitation when spreading
_ _ Soil injection of slurry/sludges
-
spreader outlets
Volitile gas emmissions
_Washdown spreader after use
Proven biological additives or oxidants
Uncovered manure, slurry
Volitile gas emissions
Soil injection of slurry/sludges
or sludge on field surfaces
while drying
incorporation_ within 48 hours_
_ _ _S_oil
Spread in thin uniform layers for rapid drying
Proven biological additives or oxidants
Dead Animals
Carcass decomposition
Proper disposition of carcases (see mortality
management)
Dead animal disposal pits
Carcass decomposition
Complete covering of carcasses in pits, proper
location/construction of disposal pits
Incineration
Incomplete combustion
Secondary stack burners
Standing water around
Improper drainage,
Grade and landscape so that water drains
facilities
Microbial decomposition of
away from facilities
organic matter
Manure tracked onto public
Poorly maintained access
Farm access road maintenance
roads from farm access
roads
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ANSON COUNTY, NC

,perator:T. A McRAE III County:
ANSON
Distance to nearest residence (otheii
than
owner):
:. AVERAGE LIVE WEIGHT (ALA)
0 sows (farrow to finish)
x
1417
lbs
0 sows (farrow to feeder)
x
522
lbs
0 head (finishing only)
x
135
lbs
0 sows (farrow to wean)
x
433
lbs
7040 head (wean to feeder)
x
30
lbs
Describe other :
Date: 05/94
2800.0 feet
Total Average Live height =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
0 lbs
0 lbs
0 lbs
0 lbs
211200 lbs
0
211200 lbs
Volume = 211200 lbs. ALA x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)Ab. ALA = 1 CF/lb. ALW
Volume = 211200 cubic feet
?. STORAGE VOLUME FOR SLUDGL Vr"u'll-STiON
Volume = 0.0 cubic feet
1. TOTAL DESIGNED VOLUME
Inside top leigth (feet)--------------------- 400.0 �q-- 1i"Oe
Inside top width (feet)---------------------- 170.0
Top of dike elevation (feet)----------------- 48.5
Bottom of lagoon elevation (feet) ------------ Variable
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon) ------------------ Variable : 1
Total design volume using prismoidal formula
SSIENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH AIDTH DEPTH
Variable Variable Variable Variable 400.0 170.0
AREA OF TOP
LENGTH $ AIDTH =
400.0 170.0 68000 (AREA OF TOP)
AREA OF BOTTOM
LCNGTF', I WInTH =
(AREA OF BOTTOM)
ARE; OF MIDSECTION
LENGTH $ WIDTH 1 4
(AREA OF MIDSECTION $ 4)
CU. FT. _ [AREA TOP + (4#AREA MIDSECTION) + AREA BOTTOM] s DEPTH/6
68000.0 0.0
�1A1bum
�.� 9 099
Non-Usscy�trge F'cm�i+lin0
V C �_ —
A6 6 M9
' DING
1
Total Designed Volume Available = 387911 CU. FT. ~ 5cc A&d ,ram �� �Gr �7

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
400.0 170.0 68000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 68000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Faces & urine production in gal./day Per 135 lb. ALW 1.37
Volume = 211200 lbs. ALW/135 lbs. ALW = 1.37 gal/day 180 days
Volume = 385792 gals. or 51576.5 cubic feet
;3. volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water Used for a flush system. Flush systems that recirculate
the lagocn water are accounted for in 5A.
Volume = 0.0 gallons/day $ 180 days storagel7.48 gallons
t per CF
Volume = 0.0 cubic i,.et
Volume of rainfall in excess of evaporation
use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 5.D inches
Volume = 5.0 in DAM / 12 inches per foot

3D. Volume of 25 year - 24 hour storm
Volume = 7.3 i cues / 12 inches per foot % DA
Volume = 35700.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
SIS76
cubic
feet
51B.
0
cubic
feet
5c.
28333
cubic
feet
5D.
35700
cubic
feet
TOTAL 115610 cubic feet
�. SUMMARY
Temporary storage period====================} 180 days
Rainfall in excess of evaporation=====_====_} 5.0 inches
25 year - 24 hour rainfall__________________} 6.3 inches
1.0 feet
Side slopes===_________________________ ____}Variable . 1
Inside toplength___________________________} 400.0 feet
Inside top width==-==_______________________} 170.0 feet
Top of dike elevation===____________________} 48.5 feet
Bottom of lagoon, elevatiol__________________',Variable feet
Total required volume==_____________________} 326810 cu. ft. *
Actual design volume=====___________________} 387811 cu. ft. x
Seasonal high watertabla elevation (SHWT)===} 0.0 feet
stop pumping alev.__________________________} 45.3 feet s
Must be } or = to the SHWr elev.=====___=_} 0.0 feet
Must be } or = to min. Taq. treatment al.=} 44.2 feett—;�:n:�sQ
Rewired minimum treatment volume===========} 211200 cu. ft.
Volume at stop pumping elevation===== ______} 270000 cu. ft.
Start pumping elev._________________________) 47.2 feet x
Must be at bottoa of freeboard 5 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==} 352111 cu. ft.
Volume at start pumping alavation======__===} 352000 cu. ft.
Required volume to be pumped==______________} 73910 cu. ft. $
Actual volume planned to be ;pumped==========} $2000 cu. ft. �
Min. thic Wss of sail liner whan requirad=-}Hut caic.feet
DESIGNED BY:
DATE
APPROVED BY:
DATE:
ROTE: SEE ATTACHED WASTE UTILIIATIOH rLnH
COMMENTS: `
Q 4-1 -^•S wnG ►lL+. in !1. �� i t+� \ IlI -1--T .4 ia.wQl-e ry
a1A

SHEET 1 OF 2
OPERATION AND MAINTENAN, SRN lr
------------------------------ u� �T
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
lacluded is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to an annual pumping cycle, but this storage
volume must always be available.
A maximua elevation is deteTained in each design to begin
pumping and this is usually the outlet,invzrt of pipe(s) from
build-xng(s). If the Outlet pipe is riot installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any tiae between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste withoui
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
C2DteT pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongy recommanded that the treatment lagoon be pre -
Charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entaring the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. when precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan small be followed. This
plan -:commends sampling and testing of waste (sae attachment)
before land application.
7ay'i'u temporary stcra ump-Cut cf, the lagoon when fluid level
reaCh2S tie elevation 41 2- s marked by anent marker. $top pump -
out when the fluid level Teaches alevatiOltl 45.3 This temporary
storage, lass 25 yr- 24 hi, sto-3, contains / cu'vic feet oT
597725 gallons.

SHEET 2 OF 2
,
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
S. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. AlI surface runoff is to be diverted frog the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump Within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner iict to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
;pollutants into waters of the United States. The Departaent Of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

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CARROLL'S FOODS1NtC� t\J-),
P. O. Drawer 856
WARSAW, NORTH CAROLINA 26398�
FACILITY DESIGN AND
01,
"Li,-1-: :i
lyflll-plSCn���e
FARM DESCRYP'I'TON � p 4 0
LOCATION
COMPANY FARM ID
CONTRACT GROWER i

t
0VAI.TADKa a9il91i9009t y
✓Vicinity Map ............................................................... 1
ASCS Field Map ... y... p W ............:............................. 2
SoilsMap.........!gy... c_'............................................... 3
✓Soil Investigation Worksheet................................ 4
WasteTreatment Plan :..... - - - • • - ........... , ........ ...................... 5
Waste Utilization Plan A...S .: , O d7 N Q ............................ . ... 6
-Operation and Maintenance Plan .......................................... . .. 7
✓Construction Specifications for Lagoon ..................................... . . 8
✓Seeding Plan (Farm Site) .................................................... 9
-'Computer Drawing of Existing Ground ....................................... 10
,"Existing Elevations...................................................... . . . 11
✓Lagoon Cross Section Diagram ............................................ • .. 12
Computer Drawing of Proposed Lagoon & Building Pad ......................... 13
✓Site Balance Report............................................•............ 14
✓Computer Drawing - All Data - Proposed ...................................... 15
✓Computer Drawing Contour Lines ........................................... 16
.,-Computer Drawing - SIoping Lines ......................................... . . 17
H� Computer Drawing - Blow-up of Lagoon Corner ................................ 18
r ✓Building Pad Elevations..................................................... 19
. L— Computer Cross Section - Existing_ - Proposed - Balanced ................... . ..... 20
Facility Overlaid on Existing Topo Map ....................................... 21

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United States
Department of
Agriculture
Soil 530 west Innes Street
Conservation Salisbury, N. C.
Service 28144
------------------------------------------------------------
Subject: Eng- Soils investigation Date 10-5-93
Tom & Dale McRae
Louis Winfree
File Code:210
To: Robert E. Horton, Jr.
District Conservationist
Wadesboro, North Carolina
Attached are the soils reports for the investigations of the
proposed lagoon sites for Torn & Dale McRae and Louis
Winfree. These reports should be given to the landowners or
their designer for use in preparing the designs for these
lagoons. Both sites are suitable for construction of waste
treatment lagoons. As design of these lagoons proceeds, we
will need to prepare construction specifications so that the
materials available on site can be properly managed and
selectively placed.
If you have any questions about theme reports please give me
a call.
-N - � - Pc�L + -
H.J. Pate,Jr.
Civil Engineering Tech.
cc: T.H. Wetmore, Jr.
Vernon Jones

SOILS INVESTIGATION
TOM & DALE MCRAE
�11TWO 1W
Messrs. Tom and Dale McRae are planning the construction of
a 7040 wean -to -feeder swine operation. A waste treatment
lagoon will be constructed to hold and treat the effluent
prior to land application.
On October 5, 1993, a backhoe was used to excavate test pits
to determine site suitability for the construction of the
proposed lagoon. Four test pits were excavated in the area
proposed for the lagoon. The predominant soil materials
encountered were CL and CH (unified classification).
These are fine grained clayey soils with low and high liquid
limits respectively. These soils have a low permeability
when properly placed and compacted. Under the layer of CL
and CH is a layer of mud stone. The total depth of this
layer was not determined during this investigation. The
density of this material varied from test pit to test pit.
No indication of water table was observed in any of the test
pits.
Conclusion
This site is suitable for construction of a waste treatment
lagoon. The clayey materials will need to be managed and
selectively placed. There may be some difficulty in
excavating the mud stone in some areas of the proposed
lagoon site.

----------------
Operator:TOM McRAE County: ANSON
Distance to nearest residence (other than owner):
1. STEADY STATE LIVE WEIGHT
Date: 10/26/93
3000.0 feet
0
sows
(farrow to finish)
x
1417
lbs.
= 0
lbs
0
sows
(farrow to feeder)
x
522
lbs. --
0
lbs
0
head
(finishing only)
x
135
lbs.
- 0
lbs
0
sows
(farrow to wean)
x
433
lbs.
- 0
lbs
7040
head
(wean to feeder)
x
30
lbs.
- 211200
lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 211200 lbs.
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 211200 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 211200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top length 385.0 feet ; Inside top width 130.0 feet
Top of dike at elevation 47.9 feet
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 46.9 feet
Bottom of lagoon elevation 36.9 feet
Seasonal high water table elevation 36.0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 379.0 124.0 10.00
AREA OF TOP
LENGTH * WIDTH
379.0 124.0
AREA OF BOTTOM
LENGTH * WIDTH
319.0 64.0
46996 (AREA OF TOP)
20416 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
349.0 94.0 131224 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
46996.0 131224.0 20416.0 1.7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 331060 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
385.0 130.0 50050.0 square feet
Buildings (roof and lot water)
Length * width =
0.0 0.0 0.0 square feet
TOTAL DA 50050.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 211200 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 51702 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = Q
.0 inches
.i
Volume = S 7.0 in * DA / 12 inches per foot 5-
Volume = 29195.8 cubic feet
,�

5D. Volume of 25 year - 24 hour storm
/!
Volume = .0 znc / 12 inches per foot * DA
Volume = 29195.8 cubic feet
TOTAL REQUIRED.TEMPORARY STORAGE
5A.
51702
cubic
feet
5B.
0
cubic
feet
5C.
29196
cubic
feet
5D.
29196
cubic
feet
TOTAL 110093 cubic feet
C�3 il;i§,o !3M4
Total required volume 321293 cubic feet
Total design volume avail. 331060 cubic feet
Min. req. treatment volume plus sludge accumulation 211200 cubic fe
At elev. 44.2 feet ; Volume is 214935 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 301864 cubic feet
At elev. 46.2 feet ; Volume is 298898 cubic feet (start pumping)
easona igh water table elevation 36.0 feet %f/15 VVA5 NQ�
7. DESIGNED BY: [ APPROVED BY:
DATE: Z(� ��� DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly consta t throughout the year
and from year to year. This estimate is based o37 inches of excess
rainfall which is equal to or exceeds the highest 6 months a cess in
a year. The average annual cess rainfall is approximately 8W inches.6.fu
Therefore, an average of 8 ihes of excess rainfall will need to be
pumped each year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must always be
available. A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet).
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre --charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 46.2 as marked by permanent marker. Stop pump -out when
the fluid level reaches elevation 44.2 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria). The design temporary storage, less 25 year storm
is 80898 cubic feet or 605114 gallons. As stated before, this
volume will vary considerably from year to year.

4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in -diameter shall be removed to a minimum depth of one {1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material. Lagoon site (and pad site if needed) to be
stripped of topsoil (311) and stockpiled for use on dike and pad
slopes (2-311). The topsoiling quantity is in excess of amounts
specified on page one (1) .
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
-------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfili shall be placed in
max. of 6" lifts and not placed in standing water. Compaction shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with a SCS approved material (ie-CL,SC,CH). Refer to the soil
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction according to seeding specifications sheet.

vAIycD
AREA TO BE SEEDED:
SEEDING RECOMMENDATIONS
-----------------------
3.0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS S 60 LBS,/ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS S 60 LBS./ACRE
(SEE,FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
0 LBS. HULLED BERMUDA GRASS S 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
\\', O LBS. RYE GRAIN S.30 LBS./ACRE (NURSERY FOR FESCUE)
120 LBS. RYE GRASS S 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA. IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

riantatio
54.1
52. 1
Be.
48.
48.
44.
42.
40.
38.
Lower Left
3D Mash Surface
Existing
projectt TOM McRAH
Drawing: 7040 NURSERY
Number:
Location: ANSON CO.
Bid Data:
Engineer:
Owner:
Estimator: DON BUTLER
Prepared by: using Sitework
notion: 20.0
I
3D Mesh Surface

X 40. 00
48.70
)K49.00
X 44. 09 CIF 46. 00 •)K 48. 00
)K 46.20 )K 49. 40 X 62.38
X 42. 30 )K 46. 80 )K 47. 80 )E 48.90
al. ee X46. 00 )K 48. 0 0
A aa. e0 )K aa. 00
31E 46. 0e
X 48. 00
49.80
X 4s. 0
Wel.80
A 48. 00
A 41. 50 X 42. 80 X 43. 40 )K 44. 80
\ A42.00 31E46.50 X48.00
Daylight
)K 44. 00
Plot of all data for the surface:
Existing
Project: TOM McRAE
Drawing: 7040 NURSERY
Number:
Location: ANSON CO.
Bid Date:
Engineer:
Owner:
Estimator: DON BUTLER
Prepared by: using 5itawark
)Kal. 08
47.60
47.50
A 47. 90
00
44.10

ui,►itl Vnt--,Nt BLN,
I=,i11�Fle p �IooR �l,�V,
—r-i , t
Tvp of MAb ;-:Ilv.
:P ICIDL cQoss S+ Sliog VJSVJ DP fk oNP_-
r r .� irrrrrrrr�
P tiT
4o'TTom or- sum?
EL+�U
t
�--11--I
-ro•r o,L tiesi aK
s3 a WA E S 1.& V,
8� � 1PE �D•X i5a �� t��'
� 1NU�Rrt of ���I+�T I�ss.3• � '• I
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3 6• ri 7
5,5, 3 • a
Dr- DvU Lk'r
y i �ETTLL� '
' L
To ? o F:
EmVA. SPWY. ELF-V .

Irimritmtion: -46.6
52.0
50.0
48.0
46.0
44.0
42.0
48.0
38.0
36.0
Lower Loft
Z Magnificationt I1.5
­- ........................ ...............................
...... .... ....
..... ........
3D Mash Surface
Balanced
Project: TOM McRAE
Drawing: 7040 NURSERY
Number:
Location: ANSON CO.
Bid Data:
Engineer:
Owner:
Estimator: DON BUTLER
Prepared bU: using Sitowork
Inclination: 20.0
-SPWY, ELEV.
...... ......
30 Mash Surface

Fill shrink/swell percent:
20.00 Cut
shrink/swell percent:
0.00
Iterating to balancing within 10.0 cubic yards...
delta
Cut
Fill
CUT - FILL rl
0.00
11180.39
12508.80
-1328.41
-0.20
11926.42
11808.66
117.76
-0.19
11864.96
11864.79-
0.17
Lower "Proposed" by 0.19 feet.
New surface called "Balanced" has been created.
Project: -==TOM McRAE
Drawing: 7040 NURSERY CU�s �� LL6 g�Ri iiNCfl,
Number:
Location: ANSON CO. �{$
Bid Date:
Engineer: VoiUv�n+�s do NO'f ;n�c�Vd
Owner:
Estimator: DON BUTLER �� �C skolo -y-Aom �AVZ-8
Prepared by: using Sitework
----------------------------

4
Daylight
k 01A-b kA D'
I --& J47. 81 147.81 L. 147. Oil
.. ......................................................................
........... 7.91k......0 =
........kf............................ I ..................
q qo
.................. I....., ..................................................................
............................. —, ............ ....I..............................
330,
...................... — ....... I.....---, ...............................................
............ I ................................... I ......................................
Plot of all data for the surface[
Balanced
Projects TOM McRAE
Drawing1l 7040 NURSERY
Numberl
Locationi ANSON CO.
Bid Data:
Engineer:
Owner:
Estimator: DON BUTLER
Prepared bW; wring Sitswork
-�.Eb f 1
,81
.14
0.
147.81. 4". 107-61 -49�Alj
.81
..................
.......
........................................... 41
47.3�i
�: j EMCR. SPWY ELEV. 46.4
71 / D-rR 12.'
1 SIDE SLj3pF5 3:1
T43.91

: 8'r........................................................
`.........................................................
Daylight
S
8`t...........................................
Plot of the contour data for the surface:
Balanced
Project: TOM McRAE
Drawing: 7040 NURSERY
Number:
Location: ANSON CO.
Bid Osts:
Engineer:
Owner:
Estimator: DON BUTLER
Prepared by: using Sitawork

31
1
Plot of th■ sloping lines for the surface:
Balanced
Project: TOM McRAE
Drawing: 7840 NURSERY
Number:
Locmtian: ANSON CO.
Bid Data:
Engineer:
owner:
Estimator: DON BUTLER
Prepared bW: using Sitawork

15r
i
13p
—VT,B
d7.R1
47.e1
47.B1
d7.R1
d'?_Al
d7_a1
w-s 04
LY�,G-o0 N
Plot of the eloping lines for the surface:
Balanced
Projects TOM McRAE
Drawing: 7040 NURSERY
Number:
Location: ANSON Co.
Bid Data:
Engineer:
Owner:
Estimator: DON BUTLER
Prepared bg: using Sitawork
40.14

bp1
L
L
M i
TOM McRAE: 7040 NURSERYI Balanced 28 OCT 93 4:13 PM

54.00
52. 08
So. ee
48.08
46.00
EEWrlm
40.00
38.00
Pro and
........................................................... ..... .... ....... , ....... ** ....... -* ....................... * ............. ........... * .......... ...... **"* ................ , ............ "" ............. : ............. .................................................... ...............
Existing
......... . .. .......... ........... ... ... .. . .................... .......... I ..................... ............... ................................ .........................................................................................................................
ealroad
........ ... . .. ............... . ........... ........................................ ............ .......
........................................................ ................... .......... ...............
.......................... ............................................ ....... ........................ ................ ....... ....... .............. ....................................... ...... ........................ ...........
.......... .................................... .......... ...................................................................................... .............. .............................. ........ ... ............... .................
........................ .................................................... ....... ....... ... ...... .......... ...... ............ .......... ........... ............... .............................. .................... ..................... ......................
................................................................................................................................................................................................. ....................................... .............
36.80 ,
(464.20,443.20)
TOM McRAE: 7048 NURSERY
< 368. 62)
(464.70,74.B8)
28 OCT 93 4:13 PM

4
.-d147. 811-4gr8]47. Bi ' 4�1t7.81L *"U7. 81' 49. 147.81L* u?. B1 L40rS7. at L
--47 r
Daylight
r8 7.........................
43.s1
: TOM MGRAE: 7040 NURSERYI BalanCad
88 OCT 83 4:14 PM

64.00
52.00
60.00
48.00
48.00
44.00
42.00
40.00
38.00
Proposed
........... I............ L........................................................................................................
Existing
i_,
Balanced - -
i
y '
.................................................................. •....... R.................................................................................................... ..................................................................................................................
I
/r
_.................................................................................................................................................................................................................................................................
i
....................... .........y..l........ ......................... .................................................................................................................................................................................... ....................................................... .............................
36. 00 ....
(113.20,338.60)
TOM McRAE! 7040 NURSERY
C511.81>
(624.80,332.78)
28 OCT 93 4:14 PM

TOPOGRAPHIC SURVEY FOR
TOM M cRA E 111
OCTOBER I I th, 1993
SCALE 1 " = 100'
HARRINGTON & ASSOCIATES
JAMES R. HARRINGTON NCRLS L-251I, SCRLS 10037
A.O. BOX 36Z WADESBORO, N.C. 28170
110ICE (704) 694--3116 FAX [phone]
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Dale McRae Swine Farm
Swine Waste Irrigation Application System
Evaluation of Existing Traveler as Purchased and Configured
Waste Utilization Plan Irrigation Pdram tern
Application Rate Max. Apply Amount
0.3 in/hr 0.5 in
Eaulpment & Settings
Amadas 1030 Reel Rain Hard Hose Traveler 1000 ft. of hose
NELSON BIG GUN 15OR 0.86 in. nozzle ring dia.
70 PSI operating pressure 120 GPM Flow Rate 270 diameter
Kifco Caprari PTO Pump
160 PSI 500 GPM
Calculations
Application Rate based on Formula for Traveler
Applicatioin Rate = 96.3 X GPM X 360
3.14 X (0.9(Radius))2 ARC
Calculated Application Rate = 0.28 in/hr
Brown Creek Suit Water Conservation District
USDA - Natural Resources Conservation Service
6121199
3 in. dial
315 ° ARC
0
tT
E
Gun Cart Travel Speed based on a maximum application of 0.5 inch & lane space of 180 feet (67% of diameter).
Travel Speed = 19.26 X GPM
Lane Space X Max. Apply Amt,
Calculated Gun Cart Travel Speed = 25.68 in/min
SPEED
GEAR
RPM
Calculated
Application
2.50
H-1
2320
0.43
2.75
L-3
1960
0.39
3.00
L-3
2140
0.36
3.25
L-3
2340
0.33
3.50
H-2
1930
0.31
3.75
H-2
2060
0.29
4.00
H-2
2200
0.27
4.25
H-2
2340
0.25
2.10 ft/min or more
i • t ° i
. ° q u ° = i � � � ' 3iil
SPEED
GEAR
RPM
Calculated
Application
4.50
H-2
2480
0.24
4.75
H-2
2610
0.23
5.00
H-2
2750
0.21
5.25
H-2
2890
0.20
5.50
H-2
3030
0.19
6.00
H-2
3300
0.18
6.25
H-3
1800
0.17
6.50
H-3
1870
0.16
C
m
Choose speed from charts above based on antecedent moisture conditions & certified operator experience!
1

XN I AI, wASTS HANACaEUMM PLAN CERTIFICATION FOP =ISTING FEBDIAT9
Please return tba completed farm to tba Aivinion of Enviror=eatml Han cement at
the sddrass on the reveraa side of this ferm. VE�'EIrFD
Naive of farm (Please print): �J
Mailing Addressr b
wanFcnnDrk Nr4-.7$.17Ll.. Phone No.
County (of farm) : UNIT
Farm location: Latitude and Longitude: 4)2 /gg g4 4 (required)
please attach a copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.)
Design capacity (numher of animals)i
Average site of operation (12 month population avg.)2 = 0
Average acreage needed for land application of waste (acres): :1ri
.+...»sxac�ss�s�ze�a��:.a...:ra�xrsxxw�s�r.ws�a�ssxsxratssaxx�xmxa:..:.n=xaoua�:�....
Technical specialist C.rtifieation
As a technical specialist designated by the North Carolina Soil 'and Water
Conservation Commission pursuant to I5A NCAC 6F .0005, l certify that the
existing animal waste managamment system for the farm named above has an animal
waste management plan that meets the operation and mainteAance standards and
specifications of the Division of Environmental Management and the USDA -Soil
Conservation service and/or the North Carolina Soil and water .Conservation
Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The
following elements and their corresponding minimum criteria have been verified
by me or other designated technical specialists and are included in rho: plan as
applicable: minimum separations (buffers); adequate quantity and amount of land
for waste utilization (or use of third party); access or ownership of proper
waste application equipment; echedule for timing of applications; application
rated loading ratesr and the control of the discharge of pollutants from
stormwa,ter runoff events less severe than the 257year, 24-hour storm.
Nam* of Techni.eal Spaciali,at (Please Print):gQbcc% r No? -top. •Tr - --
Affiliation (Agency) : LTSD,A - NRr__ G
Address: 1 7CL A M n
) Mone No. 694-2710
S ignature • ! Dat e : (P, I - ' % _
so Mt Mt99as s=Sa=.�.a.ft.irl=Res*s�fR�a=�.s��aR�amtYa977[=are�aaw
owner/Keaager Agr4esi
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any.ixpansion 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 Division of Environ=ental
Management 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 either directly through a man-made conveyance or through runoff from a
storm event less severe than the 25-year, 24-hour storm. The approved plan will
be filed at the farm and at the office of the local Soil and Water Conservation
District.
Name of Land ar (P a int)
Signature r Dates
Name of Hamager, if different from owner (Please print):
Signatures Date:
Note: A change in ers p•" equ res notification or a new certification
(if the approved 1 (` � _ it in.60 days of a title transfer.
AUG 6 1999 DEM USE ONLYr ACE#
a
nW

7040 C:arro;lls Swine Nursery
ADDITIONAL INFORMATION ON DEN 0.200 CcnT I P I GAT I ON FOR
EXISTING OPERATION
1). This operation was previously CPr-t i f i ei[ under"
TA PiC-ikAE III. Ownersh i p has transfer -red to A i an D;- I e
McRae (Da. 1 e) . A new waste ut i i i cat i or, p I an has seen
deve 1 „p ed for- Da I e who w i 1 1 ass urne t i on a.rr'-j
rria i ntena.nce of the Swine Waste i4iana weroent
Systern.... w i th no increase in an i rra i rjurabers.
Swine waste w i i i be app I i ed to pasture yawned by TA
MCRAi= III (father?..,see Waste Ot'i I iza.tion r'iar, (PL_AN).
C SwSie r- i i rt r­ a.t S-+r�
i
k,{S_i_. �'rk I 3'_ r' S i._`•f'J of
Fh
AUG 61y
DWO

` WA R E E! VFD
F«� iravding Gun 2-20 99
U Hard Hose Traveling Gun System 2 �9�
6 COMPUTATIONAL WORKSHEEth
�A In
Nm_ bee (Identifcation) Field Number (Identification) c
2. Irrigation System Designation E stino Irri ation S ste ew/ Ezpanded Irrigation System
4 �
3. Number of Travel Lanes�%Vtenor Lanes # Extefior-T ees (feet] Length of pull(LI)
# Interior Lanes # Exterior Lanes ��feet] Length of pull(L2)
# Interior Lanes # Exterior Lanes _[feet] Length of pull(L3 )
4. Wetted Diameter [feet] From field data sheet
5. Spacing Hydrant Spacing [feet] [as percent of wetted diameter]
6. Hydrant Layout Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel Lane Length (U) Interior or Exterior (Lane/Hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (Ll)
{Pull Length [feet] X Wetted Width [feet]} / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (U) (Sum: a + b + c)
Travel Lane Length (L2) Interior or Exterior (LaneJHydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L1)
{PuU Length [feet] X Wetted Width [feet]} / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (LZ) (Sum: a — b + c)
Travel Lane Length (L3) Interior or Exterior (Lane/Hydrant)
(a) Acres start end of pull from Table - Column
(b) Acres noddle portion of pull (L1)
(Pull Length [feet] X Wetted Width [feet]} / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (L3) (Sum: a + b + c)
S. MuItiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Travel Lane Length (LI) X # Lanes = Acres
(b) Acres per Travel Lane Length (1,2) X # Lanes — Acres
(c) Acres per Travel Lane Length (I.3) X # Lanes — Acres
Total CA`VNIP Wettable Acres for f um: 8a + 8b + 80
Wettable Acre Computational W orksheet Completed bv,
P -

# CAWMP We bEc A=
f�
aveiing Gun Field DzU sheet, 2J' 0M
Hard Hose Traveling Gun System
FIELD DATA SHEET
1. Make and model number �kg�e; LKS _ 1(J3�1 r A
2. Hose length (feet] and hose inside diameter (ID) A finch]
3. Gun make and model number N-ISg n 1•r-z Q _
4. Gun nozzle size O,�-- 6 [inch], ring orifice, taper bore orifice.
5. Gun arc angle 3X-F;,— [degrees]
6. Travel Iane spacing 12 Q! [feet]. Indicate whether __�_uniform, random.
Number of exterior hydrants Number of interior hydrants
7. ' Gun wetted diameter 7.r,3 Z [feet]. measured, based on gun chart.
8. Gun pressure _'jn _[psi]. �4 observed at working gauge,
determined from gun charts, calculated (show calculations)
**9. Operating pressure at hose reel _ fpsi]. observed at working gauge,
provided by owner.
* * 10. Supply Fine size [inch] (from pump to last hydrant).
* * 11. Supply line length feet (maximum pumping distance).
* * 12. Supply line type PVC, aluminum. .
** 13. Pump make and model number
* * 14. Pump capacity, f gpm].
* * 15. Enarie make and model number
or
* * 16. Electric motor horsepower and rpm [hp] [rpm]
Note: It is strongly recommended that operating pressure at the reel and gun wetted
diameter be field determined. -
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart
for each travel lane and show distance traveled. Show the location of the supply line.
Irrigated acres will be determined by travel Iane
*" Optional data, furnish where possible.
* * * Information furnished
'�Ija and/or
Signature of Owner or Facility Representative
-,Ile- fl?�Ie-
Printed dame of owner or Facility Representative
Date 1'1�/
Signature of Tec�al Speciabst
Printed name of Technical Specialist
Date -71
*** Oniv the person or persons collecting the data should sign the data sheet.

C I�
VN�--CREEK
Water Conser m District U, Natural Resources Conservation Service
'ASTE UTILIZATION PLAN
Animal waste must be land applied at a specified rate to prevent pollution of surface water and/or groundwater.
Plant nutrients in animal waste should be used to reduce amounts of commercial fertilizer required for crops (in
the fields where the waste is 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 fertilizer value of
animal waste; and, to ensure that it is applied in an environmentally safe manner.
1). Always apply waste based on crop needs and nutrient content of the waste. Do not apply more nitrogen.
than the crop can utilize.
2). Soil types are important... they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities.
3). Normally waste shall not be applied to land erodingat greater than 5 tons per acre per year. With special
precautions, waste may be applied to land eroding at up to 10 tons per acre per year.
4)_ Do not apply waste on saturated soils, when it is raining, or when the soil surface is frozen. Any of
these conditions may result in runoff to surface waters which is not allowed under NCDWQ regulations.
5). Wind conditions should also be considered to avoid drift and downwind odor problems.
6). To maximize the value of nutrients for crop production and reduce the potential for pollution, waste should
be applied to a growing crop, to bare ground not more than 30 days prior to planting, or, to a forage within
30 days of breaking dormancy. Injecting waste or disking will conserve nutrients and reduce odor
problems.
This plan is based on the waste application method shown. Nutrient levels for different application methods are
not the same; therefore, changing application methods in the future will require a change or revision of this plan.
Estimated acres needed to apply the animal waste are based on typical nutrient content for this type of opera-
tion. Actual acreage requirements should be based on the waste analysis report from your waste management
facility. In some cases a plant analysis may be beneficial- and, allow additional waste to be applied. The land
area receiving waste should be flexible enough to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for the crop being managed and grown.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H.0217
adopted by the Environmental Management Commission.
Page 1 ANSON COUNTY NC

•
J -
BROWN CREEK Soil Water Conser, .n Discricc UL .VaMral Resources Conservation.Service
WASTE UTILIZATION PLAN.
Estimated Annual Waste & Nutrient Production
based on figures below
WASTE
APPLY
DESIGN SIZE
ANNUAL WASTE
PLANT AVAILABLE
ANIMAL PROD. UNIT TYPE WASTE SYSTEM METHOD
*CAPACITY
PRODUCED
NITROGEN (PAN)
- • • ... • . - •
7040
;- 0.007;-k,r-, inchlun-it '=
: 68'ti;:lac:-in.
Waste Generation Figures from MRCS Tech. Guide - Practice Code 633
Amount of Waste Produced per Year`
49.3
acre -inch
approx_ 1338149 gallons
Amount of PAN Produced per Year 3351 Ib. Plant Available Nitrogen
"Amount of waste produced per year does not include excess wash water or run-off; if anyM
Applying -all _this waste in a timely manner is a big job ... requidng-time planning and appropriate equipment
The following land/field acreage in Table 1 and Table 2 will be needed for waste application based on crop grown
and waste application method listed. See Appendix 1 for a list of Soil Types, Realistic Yield Expectations, N
Application rates, and Commercial N use assumptions used to develop this plan. See recordkeeping FORMS
(attached) for required waste utilization records that need to be maintained.
Acres Owned by Producer
Table 1
LB. N Total
Tract Field Crop Soils Acres IAc.' N I Utilized acre -inch Apply Montt
No owned Hand forwastle utilization
This N is from animal waste only_ CTOTAL 1_ acs f lb. I
Indicates that this field is being overseeded (i.e. interplanted), or, that winter annuals follow summer annuals.
If nutrients from other sources such as commercial fertilizer are applied, they are accounted for in Appendix 1.
CAUTION: P and K may be over applied while meeting N requirements. In the future, regulations
North Carolina to have a nutrient management plan that addresses all nutrients (N, P & K). This plan only addresses Nitrogen.
Acres with Agreement or Long Term Lease
Table 2 (Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see Required Specification 21)
LB. N Total
Tract Field Cron Soils Acres /Ac.' N 1 Utilized acre -inch ADDIY Month
1816
1
Fescue - grazed
532B,4A
1 15.2
135
2052
30.2
S-N. F-May
1816
2
Fescue - grazed
537B,4A
135
3362
49.4
S-N, F-May
J::!4.9
See footnotes for Table 1.
TOTAL 1 40.1 acs
Page 2 ANSON COUNTY NC

BROWN CREEK Soil Water Conser, -n District II: JaUnIal ResO=ea Conservation Service
WASTE UTILIZATION PLAN
Totals from Table 1 & Table 2
Acres Lb.. N Utilized
Table 1 acs I lb.
Table 2 40.1 acs 5414 lb.
TOTAL 40.1 acs 5414 lb.
Amount of N Produced 3351 lb.
***<Deficit> of PAN -2062 lb.
—Must be 0 (zero) or <Deficit> in order to utilize all the animal waste N produced!
Table 1 & 2 Notes: - Acres shown are considered to be useable acres —excluding required buffers, filter strips, odd areas,
and perimeter areas where waste cannot be applied or equipment limitations may preclude full application
rates. Actual field acreage may, and likely will be, more than acres shown in the tables.
- See the attached map(s) showing fields referenced in these tables.
- The producer and waste applicator are responsible for ensuring that spreader (or irrigation) equipment
is calibrated, operated properly, and applies the correct rates to the acres shown in the tables. Failure
to apply recommended rates and amounts of nitrogen shown in the tables may invalidate this plan.
Important information for Application of Liquid Animal Waste
Refer to Waste Storage Facility Designt"As Built" Drawings or OEM Plan for amount of
temporary storage time, start pumping elevation & stop pumping elevation.
Irrigation/application rates should not exceed the intake rate for the soil at the time of irrigation_.. or runoff and ponding can occur.
The inigationlapplication rate is controlled by initial soil moisture content, soil structure, soil texture, irrigation water droplet size,
and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen (PAN) applied exceed the nitrogen needs of the crop.
The producer and irrigation designer is responsible for ensuring that an irrigation system is installed to property irrigate animal
waste on the acres shown in Tables 1 & 2. Failure to apply recommended rates and amounts of nitrogen shown in the tables
may invalidate this plan. Application of liquid waste by other methods (honey -wagon, etc.) is the responsibility of the producer.
The following information is provided (bv soil tvve and crop) to plan and evaluate liquid waste application
schedules. These finures represent optimum irrigation or application rateslfreauencies to meet crop water
needs and prevent water runoff.
Min, Irreg..
Frequency
Soil Type Crop Days Apply Rate "* Apply Amount
537B Pasture 4 0.3 in./hour 0.5 inches
532B Pasture 4 0.3 in./hour 0.5 inches
4A Pasture 5 0.35 in./hour 0.5 inches
From MRCS Tech. Guide, Section II - ENG - Irrigation Interpretations
' This is the minimum rest period in days between irrigation on the same land area under optimum conditions.
This is the maximum application amount allowed for the soil assuming nitrogen amounts for the
crop an: not over applied. In many cases, the application amount shown cannot be applied due to
the nitrogen limitation. This maximum apply amount can be applied under optimum soil conditions.
Page 3 ANSON COUNTY NC

BROWN CREEK Soil Water Conser on District L Natural Resources Conservation Service
WASTE UTILIZATION PLAN.
Sludge.
This waste utilization plan must contain provisions for periodic land application of sludge at agronomic
rates. Sludge will be nutrient rich and require precautionary measures to prevent over application
Broadcast Soil incorporated
Estimated Annual PAN trom Sludge: 535 lbs. N 634 lbs. N
5yr Sludge Accumulation: 2675 lbs. N 3168 lbs. N
Based on a 5 year sludge removal schedule. estimated land area required for sludge disposal is:
14.9 acres of grass based on an application rate of 180 lbs. N per acre
39.6 acres of corn/soybeans based on an application rate of 80 lbs. N per acre
All the above figures are only estimates. Actual PAN and.land area needed could vary 25% or more depending
on sludge nutrient analysis. soil types. crop. realistic yield. and application method. Likewise. sludge
disposal on a schedule other than every 5 years would drastically alter these estimates
Contact your technical specialist at the BROWN CREEK Soil & Water Conservation District - Natural
Resources Conservation Service (formerly the Soil Conservation service) Office in Wadesboro, (704)
694-2710, when you receive a waste analysis report. Request assistance calculating
allowable application rates and amounts prior to applying waste.
Operation originally certified under T A McRae III, Dale assumed ownership (from his dad).
Original certification to DEM 6/30/94, Lagoon design by D Butler-Carroll's Foods, Design Approval by NRCS
Wettable Acres determination complete @ time of this WUP. Operation shares hose -tow irrigation application
system with Louis Winfree Swine Farm (044-10). Disposal fields owned by TA McRae III (wl agreement).
Original Waste Utilization Agreement w/ TA McRae III incorporated into this WUP.
This WUP updated to reflect NRCS-FOTG 633 figures as generally requested by DWQ Permitting Section.
Note that there are now inconsistenciees between temporary storage volume in the lagoon design
and this WUP. Lagoon was constructed to NRCS Standards & Specs.
Page 4 ANSON COUNTY NC

' e
BROWN CREEK Soil water Conner mn District �, Natural Resources Conservation Service
WASTE UTILIZATION PLAN,
Required Specifications
1. Animal waste shall not reach surface waters of the state by runoff, drill, manmade conveyances, direct applica-
tion 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 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 a written agreement with a landowner who is within reasonable proximity,
allowing use of their land for waste application. The owner of the animal facility is responsible for securing an
updated Waste Utilization Plan when there is a change in the operation.... such as increased animal numbers,
method of waste application, or change in available land for waste utilization.
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, climate conditions, and level of management, unless there are regulations
that restrict the rate of application of other nutrients.
4. Animal waste may be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land
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 Strips].
5. Odors can be reduced by injecting waste or disking after waste application. Waste should not be applied
when the wind is blowing.
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 & Climate in North Carolina" in
NRCS Field Office Technical Reference File - ENVIRONMENT for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offshe
or to surface waters and in a method which does not cause drift from the site during application. No ponding
should occur ... to control odor and 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.
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 to crops more than 30 days prior to
planting, or to forages more than 30 days prior to breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: Waste application
cannot occur within 50 feet from a residential property boundary; a perennial stream, river, canal or irrigation ditch.
For other animal operations or swine facilities sited before October I, 1995 - waste application cannot occur within
25 feet of perennial waters [See FOTG Standard 393 - Filter Strips]. NOTE: Local ordinances may preempt this.
Page 5 ANSON COUNTY NC

BROWN CREEK Soil Water Conser• ,n District U: .gatnral ResonrceS C=ervatlon Service
WASTE UTILIZATION PLAN.
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 wetlands provided they have been approved as a land
land application site by a "technical specialist". Animal waste should not be applied on grassed waterways that
discharge directly into water courses, and only then at agronomic rates provided the application causes no nm-
off or driflr 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.
I & 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 break-
downs, 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 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 animal waste lagoons. Pumping shall be managed to maintain liquid levels 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 is applied. Nitrogen shall be the plant food element that determines application rates. Soil zinc and copper
levels shall be monitored and alternative crop sites used when these elements approach excessive levels. pH shall
be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be maintained for
5 years. Poultry dry waste application records shall be kept for three (3) years. Waste application records for all
other waste shall be kept for five (5) years.
23_ Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 6 ANSON COUNTY NC

I _
BROWN CREEK Soil Water Conser• .n District U, Natural Resources Conservation Service
WASTE UTILIZATION PLAN.
Waste Utilization Plan
Name of Operation:
A. Dale McRae
Facility Owner/
Date: 4 '�
Facility Manager
(if different from owner)
Date:
Person Preparing Plan '.0 I'd zz/;� Date:
Robert . Horton Jr.
Affiliation: USDA -Natural Resources Conservation Service
1706 Morven Road
Wadesboro, NC 28170-3142
Page 7 ANSON COUNTY NC

BROWN CREEK Soil Water Cons n District
Natural Resources Conservation Service
WASTE UTILIZATION PLAN
Animal Waste Utilization
I, T. A. McRae III , hereby give Dale McRae
Permission to apply animal waste from his Swine Operation/Facility on my land, described as follows:
Tract (or other ID): 1816 Acres: 54 Term:. 3119/96 to 12/31/06
I, , hereby give
Permission to apply animal waste from his Swine Operation/Facility on my land, described as follows:
Tract (or other ID): Acres: Term: to
I, , hereby give
Permission to apply animal waste from his Swine Operation/Facility on my land, described as follows:
Tract (or other ID): Acres: Tenn: to
I (We), understand that this waste contains nitrogen, phosphorus, potassium, and other tract elements that
when properly applied should not harm my land or crops (including pasturelhayland). I (we) also understand
that the use and application of animal waste will reduce my need for commercial fertilizer.
Adjacent Landowner(s) C � r Ib
l Date:
T. A. McRae III
Date:
Date:
Facility Owner G (waste producer) `� �- Date., 15 ly' '?b/
Dale Mc ae
Technical
Representative r
Date:
Brown Creek SWCD
Representative
Date:
(A minimum term of Ten Years is required for waste utilization associated with a Cost Shared Practice or Item)
Qc_ -�,� L —PA�
Page A0 ANSON COUNTY, NC

BROWN CREEK Soil and Water Couservatiolk District
Appendix 1
USDA Natural Resources Conservation Service
" Realistic
Nitrogen
Soil Map
Yield
" Recommended
Nitrogen
Supplied by
Unit
�+p
* CROP
Estimate Yield
Nitrogen application per
application
Commercial
Animal
Symbols
(RYE) Unit
yield unit
rate planned
Nitrogen Used
Waste
',:,�k''x'`:
isL'i:ubrx;..a:bs.Ati::.i.;vfN.�.' ::.i.,
5373
PASTURE
3.6 TONS
135 180
135
0
135
532E
PASTURE
3.6 TONS
135 180
135
0
135
4A
PASTURE
5.4 TONS
203 2701
135
0
135
Nam. Application rate based on grazed condition. Higher application rate acceptable if hayed.
Soil-CroA Yield Data from NRCS Field Office Technical Guide - Section 11(unless shown o
Recommended N rates from NRCS Field Office Technical Guide - Section 1V, 390 Nutrient Management
WASTE UTILIZATION PLAN ANSON COUNTY NC

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BROWN CREEK Soil Water Conservdti011 District
USDA Natural Resources Conservation Service
Checklists for Animal Operations
A i M
_
Insect Control Checklist - Liquid Waste Systems
Source
BMPs to Control Insects
Flush Gutters
Accumulation of Soilids
Flush system is sufficiently designed, and
operated as designed.
7
_ __
Remove bridging of accumulated solids at
discharge.
Lagoons and Pits
Crusted Solids
Maintain lagoon, holding pond, settling basin,
pits to minimize crusting (no more than 6-8
inches over 30% of surface).
Excessive Vegetative Growth
Decaying vegetation
Control Vegetation along perimeter banks of
lagoons and other structures to prevent
accumulation of vegetative matter.
Feeders
Feed Spillage
Design, operate and maintain feed systems
(e.g. bunkers and troughs) to minimize
accumulation of decaying wastage.
Clean up spillage routinely (e.g., 7-10 day
interval during the summer; 15-30 day interval
during winter).
Feed Storage
Accumulation of feed
Reduce moisture accumulation within and
residues
around perimeter of feed storage areas by
insuring drainage away from site and/or
providing adequate containment (e.g., covered
bin for brewer's grain and similar high moisture
grain products).
Inspect for and remove or break up
accumulated solids in filter strips around feed
storage as needed.
EMIR
ANSON COUNTY, NC

BROWN C14LEEK Suil Water Conservatiufi District.
USDA Natural Resources Conservatlon Service
Odor Control Checklist - Swine
Source
BMPs to Control Insects
Farmstead
Swine Production
Vegetative or wooded buffers, Recommended
best management practices, Good judgement
and common sense
7
Animal Body Surfaces
Dirty manure -covered
animals
Dry floors
Floor Surfaces
Wet manure-coverd floors
Slotted floors
_
Waterers located over slotted floors
at high end of solid floors
__Feeders
Scrape manure buildup from floors
_
Under roof ventilation for drying
Manure Collection pits
Urine, partial microbial
decomposition
Frequent manure removal by flush, pit
recharge, or scrape
Ventilation exhaust fans
Volitile gases, Dust
Fan maintenance, efficient air movement
Indoor Surfaces
Dust
Washdown between groups of animals
Feed additives, Feeder Covers, Feed delivery
downspout extenders
Flush tanks
Agitation of recycled lagoon
liquid while tanks are filling
Flush tank covers; Extend fill lines to near
bottom of tanks with anti -siphon vents
Flush alleys
Agitation during wastewater
conveyence
Underfloor flush with underfloor ventiliation
Pit recharge points
Agitation of recycled lagoon
liquid while pits are filling
Extend recharge lines to near bottom of pits
with anti -siphon vents
Lift Stations
Agitation during sump tank
filling and drawdown
Sump tank covers
Outside drain collection or
junction boxes
Agitation during wastewater
conveyence
Box covers
End of drainpipes at lagoon
Agitation during wastewater
conveyence
Extend discharge point of pipes underneath
lagoon liquid level
Lagoon Surfaces
Volitile gas emissions,
Biological Mixing,
Agitation
Proper lagoon liquid capacity
Correct_ lagoon startup procedures
_
—Minimum surface area- to -volume ratio
Minimum agitation when pumping
Mechanical aeration
Proven biological additives
ANSON COUNTY, NC

BROWN CREEK Soil Water CO1T9CrVaiil District
USDA Natural Resources Conservation Service
• ■ ■ • M. • ■
Irrigation sprinkler no zzles
High pressure agitation
irrigate on dry days with little or no wind
Minimum operating pressure
Wind drift
Pump intake near lagoon• • surface
from second -stage lagoon
surface
Mixing while filling
Tank coversl surface mats of solids
Agitation while emptying
Proven biologicaFi-d-d Fti�e_sor &x_id�n_ts_1
Settling basin surface
Microbial decomposition
Extend drainpipe outlets underneath
MixingPump
while filling
/ flevel
Remove settled solids regularly
Agitation while emptying
Manure, slurry or sludge
Agitation when spreading
Soil injection of slurry/sludges—__
spreader outlets
Volitile gas ernmissions.••spreader
after use
Provenbiological additives or oxidants
Uncovered manure, slurry
Volitile gas emissions
Soil injection of slurry/sludges
or ••- on - / surfaces
while drying '1,—'-----§61�l-i-n-c"-o-rp—orationhours
Proven biological additives or oxidants
Carcass decomposition
Proper disposition of carcases (see mortality
management)
Dead animal disposal pits
Carcass decomposition
Complete covering of carcasses in pits, proper
J_
location/construction of disposal pits
Standing water around
Improper drainage,
Grade and landscape so that water drains
facilities
Microbial decomposition of
away from facilities
organic matter
Manure tracked onto public
Poorly maintained access
Farm access road maintena—nce
•_• •roads
hill t>t
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ANSON COUNTY, NC

BROWN CREEK Spil Water Conscrvarion District up, It Nature# Resources Conservation Service
r
A. Dale McRae - OPERATION AND MAINTENANCE PLAN UPDATE
This structure is designed to operate as an anerobic lagoon, with waste treatment and 180 days of temporary
storage. Time required for the fluid level to fill from STOP pump elevation to START pump elevation may vary
due to site conditions, weather, flushing operations, and the amount of fresh water added to the system.
The 180 day temporary storage in this structure consists of: 1.) waste generated by confined animals; and,
2.) excess rainfall after evaporation (5" for Anson County). Additionally the structure can store the 25 year-
24 hour storm (6.3" for Anson County) above the START pump elevation. The volume of waste generated by
7040 confined swine remains fairly constant throughout the year and from year to year. Excess
rainfall will vary from year to year. The 25 year rainfall is not considered in the annual pumping cycle...
this volume above the START pump elevation must be maintained and available.
The START pump or maximum normal operating fluid level is usually the outlet invert of pipe(s) from the
confinement building(s). If the outlet pipe(s) is not installed at the START pump elevation, a permanent
marker must be installed at this elevation. A STOP pump elevation must also be established to maintain
lagoon treatment depth and volume. Pumping can be started or stopped at any time between these two
elevations to land apply waste without runoff or leaching, and accommodate weather, soils, crop, equipment,
and management situations.
Land application is an accepted method of liquid waste disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation; honey wagon application is a more labor intensive/time
consuming method. Be careful when applying waste to prevent damage to crops.
IMPORTANT ITEMS
1. Fresh water should not be used for flushing.._ recycle from the anerobic lagoon.
2. The approved waste utilization plan shall be followed. This plan recommends sampling and testing of
waste prior to land application.
3. START pumping temporary storage when fluid level reaches elevation 47.2 (or before). STOP pumping
when fluid level reaches elevation 45.3. This temporary storage, less 25yr-24 hour storm (volume to pump)
is 82000 cubic feet (613360 gallons) every 180 days .... 164000 cubic feet (1226720 gallons) per year.
4. Refer to the approved Waste Utilization Plan for important information on irrigating liquid waste —
application rates, maximum application amounts per irrigation and rest period between irrigation.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation
should be fertilized to maintain a vigorous stand. Keep grazing livestock off all embankment areas.
6. Repair any eroded areas or areas damaged by rodents and establish in vegetation.
7. Keep all surface runoff diverted from the lagoon to stable outlets_
8. Keep a minimum 25 foot buffer area around waste utilization fields adjacent to perennial streams. Do
not apply waste in open ditches or water courses, within 100 feet of a well or within 200 feet of a residence
9. Maintain a copy of the approved Waste Management Plan on farm (or at the confined animal facility)
at all times. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United
States. The NC Department of Environment, Health, and Natural Resources- Division of Water Quality
is the responsible for enforcing this law.
7/2/99 ANSON COUNTY, NC

Burial three feet beneath the surface of the ground within 24 hours after
knowledge of death. Burial must be at least 300 feet from any flowing
stream or public water body.
IZIRendering at a rendering plant licensed under NC G.S. 106-168.7
Renderer of choice for this animal operation
Valley Proteins, Inc.
❑ Complete Incineration
Dead Poultry Only — placing in a disposal pit Size and design of pit
approved by the NC Department of Agriculture.
Any method approved by the NC State Veterinarian which involves
possible salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian
must be attached.

A. Dale McRae
Phone Numbers
Y
IMPORTANTLY
Implement this plan if any part of the waste management system for this operation fails
or results in overapplication of waste, or discharge of waste to the waters of North Carolina!
DO NOT WAIT or PROCRASTINATE if there is a problem! Make every effort to ensure
that animal waste does not reach surface waters... or neighboring property.!!
This plan should be posted and accessible to all persons involved in the day-to-day
operation of this facilityll!
Post in a Prominent Place!!!
USDA -MRCS
BROWN CREEK SWCD
Anson County NC

at
A. Dale McRae
1. Stop the release of wastes Depending on the situation, this may or may not be possible. Suggested
actions are listed below.
Lagoon Overflow
Add soil material to increase elevation of embankment
Pump waste to fields at an accceptable rate
Stop all flows into lagoon immediatley
Runoff of Field Applied Waste
Immediately stop waste application
Contain waste in a temporary diversion
Incorporate waste to prevent runoff
Leakage from Pipes, Pumps and Sprinklers
Stop recycle pump
Call a pumping contractor
Make sure no surface water is entering lagoon
Evaluate and eliminate reason(s) for runoff
Evaluate application rate for fields where runoff occured
Close valves on leaking pipes to eliminate discharge
Stop irrigation pump Repair all leaks prior to restarting pumps
Leakage from Flush Systems, Houses, Solid Separators
Stop recycle pump
Stop all flows in house, flush systems, solid separators
Stop irrigation pump Repair all leaks prior to restarting pumps
Make sure no siphon occures
Leakage from Base or Sidewall of Lagoon ... often seepage as opposed to flowing leaks
Dig a small sump or ditch to safely catch seepage, install subersible pump, pump seepage back into structure
If seepage is cased by burrowing animals, trap and remove animals, compact clay soil material in holes
Have a professional evaluate the condition as soon as possible
2. Assess the extent of problem and record obvious damages.
Did waste reach any surface waters? Could spilled waste reach surface waters?
Estimate volume of waste released and duration of event Could a rain event cause waste to reach surface waters?
Note Damage... employee injury, fish kills, property damage Are potable wells endangered (on or off property)?
Did spilled waste leave the property? Estimate how much waste reached surface waters
3. Contact appropriate agencies. See numbers posted on front of this plan.
Call the DWQ (Division of Water Quality)... Regional office or After Hours Emergency number
Have the following information ready. Your name, facility, telephone number, details from Item 2 above,
exact location of facility, direction of movement of spill, weatherlwind
conditions, corrective measures taken, seriousness of situation
Call local EMS phone number if spill leaves property or enters surface waters —instruct EMS to contact Health Department
Contact local SWCD-NRCS Office for advice/technical assistance (also may want to contact Extension Service Office)
4. If none of 3 above works
Call 911 or Sherries Department, explain situation and ask personnel to contact the proper agencies.
5. Contact the Contractor of your choice to begin repair of problem to minimize oft site damage.
Contractor Name:
Phone:
6. Contact the iechical Specialist who certified the structure (NRCS, Consulting Engineer, etc.).
Technical Specialist. Robert E. Horton Jr.
Work Phone: 7041�694-27_10
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify damage, repair
system and reassess the waste management plan to ensure no future release of waste. USDA-NRCS
Post in a Prominent Place!!!
BROWN CREEK SWCD
Anson County NC

BROWN CREEK Soil Water Co¢ieiervacion Disirict
Waste Utilization Recordkeeping Form IRR-!
Tract Field Date mmlddlyy Crop Field Size iAc
Entries in these columns should correspond with Waste Utilization Plan
USDA Natural Resources Conservation Service
Time
Number
Number of Sprinklers
Operating
ANSON COUNTY, NC

BROWN CREEK Soil Water Conservation Diratrtct
USDA Natural Resources Conservation Service
IrrigationLiquid Waste per ..
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Tract# FieId#1 Facility Number 04-5
Field Size = (A)
Farm Owner Irrigation Operator
Owners Address RR 2 BOX 385 Irrigation Operators
WADESBORO NC 28170 Address
Owner's Phone # [phone]J Operator's Phone #
FROM ,
Crop Type Reccommended PAN Loading = (B)
{Ina. Nlatra r"lml any "mmsrcial N appkd)
(1)
{2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
(11)
Date
mmlddlyy
Start Time
End Time
Total Minutes
(3)-(2)
Sprinklers
Operating,
Flow Rate
Total
Volume
; (4)X(5)X(6)
Volume Per
Acre(7)/(A)
Waste
Analysis PAN'
PAN Applied
((8)X(9)Y1000
Nitrogen
Balance2
(B)-(10)
Crop Cycle Totals
Owner's Signature Operator's Siganture
Certified Operator (print) A. Dale McRae Operator's Certification No. 16670
° NCDA Waste Analysis or Equivalent or Estimate from NRCS TECH GUIDE Standard 633
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) followong each application event
ANSONCOUNTY, NC

Revised January 22, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number of - .S
Farm Name: ,r7,a& oWc /F� i .�,e.►-
On-Site Representative: Da4e oW4c,'
Inspector/Reviewer's Name: /
Date of site visit: Z %/ f p�
Date of most recent WUP: /P" yz�_
Operation is flagged for a wettable
acre determination due to failure k:R�
Part ll eligibility items) F1 F2
Operation not required to secure WA
determination at this time based on
exemption Ell E2 E3 E4
Annual farm PAN deficit: ,5 932: pounds
Irrigation System(s) -circle # 1. hard -hose travele • 2. center -pivot system; 3. linear -move system;
4. stationary sprinkler system wlpermanent pipe; 5. stationary sprinkler system w/portable pipe;
6. stationary gun system wlpermanent pipe; 7. stationary gun system wlportable pipe
PART 1. WA Determination Exemptions (Eligibility failure, Part II, overrides Part I exemption.)
E1 Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an I or PE.
E2 Adequate D, and D)D3 irrigation operating parameter sheets, including map
depicting wettable acres, is complete and signed by an I or PE.
E3 Adequate D, irrigation operating parameter sheet, including map depicting
wettable acres, is complete and signed by a WUP.
E4 75% rule exemption as verified in Part III. (NOTE: 75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part II. Complete eligibility
checklist, Part II - F1 F2 F3, before completing computational table in Part III).
PART II. 75% Rule Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination required because operation fails one of the eligibility
requirements listed below:
F1 Lack of acreage which resulted in over application of wastewater (PAN) on spray
field(s) according to farm's last two years of irrigation records.
F2 Unclear, illegible, or lack of information/map.
F3 Obvious field limitations (numerous ditches; failure to deduct required
buffer/setback acreage; or 25% of total acreage identified in CAWMP includes
small, irregularly shaped fields - fields less than 5 acres for travelers or less than
2 acres for stationary sprinklers).
✓F4 WA determination required because CAWMP credits field(s)'s acreage in excess
of 75% of the respective field's total acreage as noted in table in Part III.
Facility Number

Revised January 22, 1999
Part III. Field by Field Determination of 75% Exemption Rule for WA Determination
TRACT
NUMBER
FIELD
NUMBER' Z
TYPE OF
IRRIGATION
SYSTEM
TOTAL
ACRES
CAWMP
ACRES
FIELD
%
COMMENTS3
2!, ys�
FIELD NUMBER' - hydrant, pull, zone, or point numbers may be used in place of field numbers depending on CAWMP
and type of irrigation system. If pulls, etc. cross more than one field, inspector/reviewer will have to combine fields to
calculate 75% field by field determination for exemption if possible; otherwise operation will be subject to WA
determination.
FIELD NUMBERZ - must be clearly delineated on map.
COMMENTS' - back-up fields with CAWMP acreage exceeding 75% of its total acres and having received less than 50%
of its annual PAN as documented in the farm's previous two years' (1997 & 1998) of irrigation records, cannot serve as the
sole basis for requiring a WA Determination. Back-up fields must be noted in the comment section and must be accessible
by irrigation system.

i
Nutrient Management PIan For Animal Waste Utilization
07-15-2002
This plan has been prepared for:
A. Dale McRae
A. Dale McRae
Rt. 2 Box 385
Wadesboro, NC 28170
704-69=4-9763
This plan has been developed, by:.
R Lin Taylor
NRCS
1706 Morven Road
Wadesboro, NC 28170
704-694-3516 exr.3
Developer Signature
Type of Plan: Nitrogen Only with Both Manure and Fertilizer
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. i have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:�
Technical Specialist Signa a Date
555623 Database Version 2.0 Date Printed: 07-15-2002 4 Cover Pace 1
RECEIVED 1 DENR Ivry.,
Agwfpr pmtw-ti, c—tion
APR 0.2 2009

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is included in this plan.
S5
Swine Nursery Lagoon Liquid waste generated 1,344,640 gals/year by a
7,040 animal Swine Nursery Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
3097
Incorporated
5319
Injected
5857
Irrigated
3366
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
5,057.10
2,020,013
-675,373
Note: In source ID'. S ff ea s standard source. U-means dser'defined' source:
555623 Database Version 2.0 Date Printed: 07-15-2002 Source Page 1 of I

Narrative
Operation originally certified under T A McRae III, Dale assumed ownership (from his dad). Original
certification to DEM 6/30/94. Lagoon design by D. Butler - Carroll's Foods. Design approval by NRCS.
Wettable Acres determination completed on 10/4/99. Disposal fields owned by T A McRae III
(wlagreement). Original lease agreement incorporated into this WUP. This plan was updated in 7/2/99 to
reflect NRCS-FOTG 633 figures as generally requested by DWQ Permitting Section. It was noted at this
time that there were inconsistencies created between temporary storage volume in the lagoon design and
the Waste Utilization Plan (WUP). Lagoon was constructed to NRCS Standards and Specifications.
This plan amended to put in new format and to show application windows as per 7th guidance document,
appendix 1.1 a. NOTE: Fields 1 and 2 show dominant soil series instead of average of the soils in the
field as was shown in previous WUP. This changed some parameters such as total PAN required in these
fields. Total Nitrogen utilization is basically the same.
�. _ ..---.....
_
Previc%v Database Version .0 Date Printed: 07-I;-200Narrative Pane I of I

The table shown below provides a summary of the crops or rotations included in this plan for each field.
Realistic Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each
field is shown, where available.
Planned Crops Summary
Tract
Field
Leaching
I Index (LI)
Soil Series
Crop Sequence
RYE
1816
1
1.0
Creedmoor
Fescue Pasture
3.4 Tons
18161
2
1.0
Chewacla-P
Fescue Pasture
4.4 Tons
LI
Potential Leaching,
Technical Guidance
Low potential to contribute to soluble
None
2
nutrient leaching below the root
zone.
> = 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
< = 10
soluble nutrient leaching below the
root zone.
High potential to contribute to
Nutrient Management (590) should be planned. Other conservation practices that improve the
soluble nutrient leaching below the
soils available water holding capacity and improve nutrient use efficiency should be
> 10
root zone.
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Tenn No -Till (778). and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
555623 Database'Version 2.0 Date Printed: 07-15-2002' PCS Page 1 'of 1
NOTE: Symbol * means user entered data.

BROWN CREEK Soil Water Cons �n District Natural );esonrees conseff-wall serdee
WASTE UTILIZATION PLAN
Animal Waste Utilization
I, T. A. McRae III , hereby give Dale McRae
Permission to apply animal waste from his Swine Operation/Facility on my land, described as follows
Tract (or other ID): 1816 Acres: 54 Term: 3/19/96 to
12131 /06
I, , hereby give
Permission to apply animal waste from his Swine Operation/Facility on my land, described as follows:
Tract (or other ID): Acres: Term: to
I, , hereby give
Permission to apply animal waste from his Swine Operation/Facility on my land, described as follows:
Tract (or other ID): Acres: Term: to
I (We), understand that this waste contains nitrogen, phosphorus, potassium, and other tract elements that
when property applied should not harm my land or crops (including pastu rethay land). I (we) also understand
that the use and application of animal waste will reduce my need for commercial fertilizer_
Adjacent Landownerls)
l Date:
T. A. McRae III
Date:
Date:
Facility Owner
(waste producer) ` `- Date:
Dale Mcfkae
Technical
Representative �%�% xlf-
Date:
Brown Creek SWCD
Representative
Date:
(A minimum term of Ten Years is required for waste utilization associated with a Cost Shared Practice or Item)
��m 7%z%9s PLC' Page FNQ ANSON COUNTY, arc

ts. ;4

'!'he Waste Utilization lable shown below summarizes the waste utilization plan l'orthis operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consicteration orthe realistic yields orthe crops to be grown, their nutrient requirements,
and proper timing of applications to maximizC nutrient uptake.
This table provides an estimate of the amrnlnt of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-proch,cts, commercial fertilizer and residual from previous crops. An estimate orthe quantity ofsolid and liquid waste that will be applied on each field
in order to supply the indicated quantity ofnitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization orthe manure generated by the operation.
Depending an the requirelllenls of the crop and the nutrient content orthe waste, some nutrients will likely be over or underapplied ifanimal waste is being
utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests shoclld be used to
balance the nutrient application amounts with the realistic yields orthe crop to be grown. Nutrient management plans may require that the application or animal
waste be limited so as to prevent over application or phosphorous when excessive levels of this nutrient are detected in a field.
Waste Utilization Table
Year I
TUKI
Field
Source
I.D.
Soil sefics
Tolal
Acre
tlse-
Acres
C mIl
ItYii
Applic,
Period
Nitrogen
NA
Nntriert
Iteq'd
(Ihs/A)
Comm.
pert.
Nutrient
Applicd
(Ibs/A)
Ices.
(lbs/A)
Applic-
Method
Manure
NA
Nntriem
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(field)
N
N
N
Ihs/A
ION
I gal/A
luny I
1000 gals
tons
—1814)
1
S5
Ovedquxrr
21.40
15.20
Fescue Pasture
3.4 Tuns
8/1-7/31
105
U
U
brig,
105
41.94
0
637.51
0.00
—1810
2
S-5
Chewacla-l'
32,6U
24.90
Fescue Pasture
4A Arms
811-7131
139
0
0
Irrig.
139
55.52
0
1,382.51
0.00
Total Applied, 1000 gallons
2,020.01
Lagmia Liquids
1 olal Produced, 1000 gallons
1,344.64
Balance, 1000 galImis
-675,37
Total Applied, tunsh'.G
ti
0.00
Manure Solids
"full I'ruduced, lorry
,1.
0.00
tralance, runs
'rNUM
0,00
Notes: 1. Irr the Irrc1 Colrrllln, syrllhul - mc;urs (cased, otherwise;, owned. 2, Symbol ' muurs user entered data.
555623 Database Version 2.0 Date Primed: 7/15/02 WUT Page i

The Irrigation Application Factors for each field in this plan are shown in the following table_ Infiltration
rate varies with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that
will not result in runoff. This table provides the maximum application rate per hour that may be applied to
each Field selected to receive wastewater. It also lists the maximum application amount that each field may
receive in any one application event.
Irrigation Ap lication Factors
Tract
Field
soil series
Application Rate
(inchesihour)
Application Amount
(inches)
1816
l
Creedmoor
0.35
LOO
1816
2
Chewacla-p
0.50
0.96
................... .......... .... .. ...
.._
»5623 Database Version 2.0 Date Printed: 07-15-2002 IAF Paae I of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period_ These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application rates
shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a
concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
S Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
I5 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Com 120 bu
150
1 -3. 161
IT921
35.84
53.76
Hay 6 ton R.Y.E.
1 300
26.32
8.96
17.92
26.89
Soybean 40 bu 1
160
[4.041
16MI
33.60
50.40
555623 Database Version 2.0 Date Printed: 07-15-2002 Sludge Page I of

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity
available at the end of each month of the plan. Available storage capacity is calculated as the design
storage capacity in days minus the number of days of net storage volume accumulated. The start date is a
value entered by the user and is defined as the date prior to applying nutrients to the first crop in the plan at
which storage volume in the lagoon or holding pond is equal to zero -
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage capacity,
this indicates that the plan calls for the application of nutrients that have not yet accumulated. If available
storage capacity is negative, the estimated volume of accumulated waste exceeds the design storage volume
of the structure. Either of these situations indicates that the planned application interval in the waste
utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name
Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
105101
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
149
1
2
121
1
3
180
1
4
I80
1
5
149
1
6
119
1
7
88
1
8
I80
1
9
180
1
10
149
1
11
119
1
12
88
* Available Storage Capacity is calculated as of the end of each month.
555623 Database Version 2.0 Date Printed: 07-15-2002 Capacity Page I of I

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches
surface water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen
needs for realistic crop yields based upon soil type, available moisture,
historical data, climatic conditions, and level of management, unless
there are regulations that restrict the rate of applications for other
nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to Iand eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass
filter strips are installed where runoff leaves the field (see USDA, NRCS
Field Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste
is applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season
prone to flooding (see "Weather and Climate in North Carolina" for
guidance).
...........
55562; Database Version 2.0 Date Printed: 7!15/02 Specification Pape

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
g. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a depth that would
inhibit growth. The potential for salt damage from animal waste should
also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply
with the following: The outer perimeter of the land area onto which
waste is applied from a lagoon that is a component of a swine farm shall
be at least 50 feet from any residential property boundary and canal.
Animal waste, other than swine waste from facilities sited on or after
October 1, 1995, shall not be applied closer that 25 feet to perennial
waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
555623 Database Version 2.0 Date Printed_ 7/15/02 Specification Page 2

16. Domestic and industrial waste from washdown facilities, showers,
toilets, sinks, etc., shall not be discharged into the animal waste
management system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such
as trees, shrubs, and other woody species, etc., are limited to areas
where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be
inspected on a regular basis to prevent breakdowns, leaks, and spills. A
regular maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and
other crops for direct human consumption. However, if animal waste is
used on crops for direct human consumption, it should only be applied
pre -plant with no further applications of animal waste during the crop
season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid
level between the markers. A marker will be required to mark the
maximum storage volume for waste storage ponds.
55561-3 Database Version 2.0 Date Printed: 7/15102 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied.
Nitrogen shall be the rate -determining nutrient, unless other
restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc
and copper levels in the soils shall be monitored and alternative crop
sites shall be used when these metals approach excessive levels. pH shall
be adjusted and maintained for optimum crop production. Soil and
waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a
minimum of three years.
Waste application records for all other waste shall be maintained for
five () years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
.................. ... ....................... - -. ......
555623 Database Version 2.0 Date Printed: 7/15102 Specification Page 4

Crop Notes
Fescue: Piedmont
The following crop note applies to field(s): 2
Adaptation: Well -adapted.
In the Piedmont, tall fescue can be planted Aug. 20 to Oct. 10 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 lb/ac. seed. Use certified seed to
avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in
mixture with clovers. Soil test for preplant and maintenance lime, phosphorus, and potassium
recommendations. Apply 40 to 60 Ib/ac nitrogen at planting for pure stands only. Do not apply N for
mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lb/ac. N to
pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb. 1 to Mar. 20 and
Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
The following crop note applies to field(s): 1
Fescue: Piedmont
Adaptation: Well -adapted.
In the Piedmont, tail fescue can be planted Aug. 20 to Oct. 10 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 30 Ib/ac., for drilled use 15 to 20 Ib/ac. seed. Use certified seed to
avoid introducing weeds or annual ryegrass. Plant seed 0 25" to 0.5" deep for pure stands, 0.25" in
mixture with clovers. Soil test for preplant and maintenance lime, phosphorus, and potassium
recommendations. Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply N for
mixtures with clovers but use proper legume inoculation techniques. Apply 130 to 200 lb/ac. N to
pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb. 1 to Mar. 20 and
Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
6506 17 Database Version—10 Date Printed: 07- 15-2002 Crop Note Page I of I

EMERGENCY ACTION PLAN
PHONE NLNI MER.S
DWQ 910-486-1541
EMERGENCY 1vtAii1AGEj�tENT SYSTEM 4}._1—
SWCD _ 704-fi'1 94-51F;
MRCS 704-694-3516
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for all
employees at the facility. The following are some action items you should take.
1 • Stop the release of wastes. Depending on the siruation, 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. iVlake sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems. houses. solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all Bows in the house. flushsystems. or solid separators.
1 December 18, 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 the lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom
as soon as possible.
?. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
a. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
Contact appropriate agencies.
a. During normal business hours. call your DWQ (Division of Water Quality) regional office:
Phone9104,361541fter hours, emergency number. 919-/33-3942. Your phone call
should include: your name. facility, telephone number, the details of the incident from item
3 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 E),IS to contact local Health Department.
d. Contact CES, phone number69v - 241,3ocal SWCD office phone number69-4,_351-�'d
local IRCS office for advice/technical assistance phone number 694 3516
4. If none ofthe above work; call 9€ 1 or the Sheriffs Department and explain your problem
to them and ask that person to contactthe proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
I
Contractors Name:
Contractors Address:
Contractors Phone:
? December 18. 1996

6. Contact the technical specialist who certified the Iagoon (ARCS, Consulting Engineer, etc.
a. Name: NRCS WADESBORO FIELD OFFICE
b. Phone: 4 - 4 -
-3516
7_ Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
December 18. 1996

Swine Farm Waste Management Odor Control Checklist
Source Cause ISM1's to Minimize Odor Site Specific Prnetices
Farmstead • Swine Production ❑ Vegetative or wooded buffers;
❑ Recommended best management practices;
❑ Good judgement and common sense
Animal body surfaces • Dirty manure -covered animals ❑ Dry floors
Floor surfaces • Wet manure -covered floors
L7
Slotted floors;
C7
Waterers located over slotted floors;
❑
Feeders at high end of solid floors;
❑
Scrape manure buildup from floors;
n
Underfloor ventilation for dryinE
Manure collection Fits • Urine;
©
Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition
or scrape;
0
Underfloor ventilation
Ventilation exhaust fans • Volatile gases;
❑
Ian mainlenance;
• Dust
rl
Efficient air movement
Indoor surfaces Dust ❑ Washdown between groups of animals;
❑ Feed additives;
❑ Feed covers;
❑ Feed delivery downspout extenders to feeder
Covers
Flush ranks • Agitation of recycled lagoon ❑ Flush tank covers;
liquid while tanks are tilling ❑ Extend fill to near bottom of tanks with
anti -siphon vents
Flush alleys • Agitation during wastewater ❑ Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon ❑ Extend recharge lines to near bottom of pits
liquid while pits are filling with anti -siphon vents
Lift stations • Agitation during stunt) tank ❑ Sump tank covers
filling and drawdown
Outside drain collection 9 Agitation during wastewater [] fox covers
or junction Wxes conveyance
AMOC - November 11, 1996, page 3

Source Cause BMPs to Minimize Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater l7 Extend discharge Point of pipes Underneath
lagoon _ � conveyance lagcxat liquid level
Lagoon surfaces • Volatile gas emission; C] Proper lagoon liquid capacity;
• Biological mixing; Cl Correct lagoon startup procedures;
• Agitation Q Minimum surface area -to -volume ratio;
Cl Minimum agitation when pumping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler
•
Iligh pressure agitation;
tJ
Irrigate on dry days with little or no wind;
nozzles
•
Wind drift
Q
Minimum recommended operating pressure;
t7
Pump intake near lagoon liquid surface;
C]
Pun►p from second stage lagoon_
Storage tank or basin
•
Partial microbial decomposition;
Q
_
Bottom or midlevel loading;
surface
•
Mixing while filling;
Q
Tank covers;
•
Agitation when emptying
❑
Basin surface mats of solids;
_El
Proven biological additives or oxidants
Settling basin surface
•
Partial microbial decomposition;
[7
_
Extend drainpipe outlets underneath liquid
•
Mixing while filling;
level;
•
Agitation when emplying
❑
Remove settled solids regularly
Manure, sherry or sludge
•
Agitation when spreading;
O
Soil injection of slurrylsludges;
spreader outlets
•
Volatile gas emissions
Q
Wash residual manure from spreader after use;
`}
Proven biological additives or oxidants
Uncovered manure,
•
_
Volatile gas emissions while
©
_.
Soil injection of slurry/sludges; ^
slurry or sludge oil field
surfaces
drying
❑
Soil incorporation within 48 hrs.;
❑
Spread in thin uniform layers for rapid drying;
rl
Proven biological additives or oxidants
Dead animals
•
Carcass decomposition
Pro2er disposition of carcasses
Dead animal disposal pits
•
Carcass decomposition
❑
Complete covering of carcasses in burial pits;
C7
Proper location/construction of disposal pits
Incinerators
•
Incomplete combustion
❑
Secondary stack burners
AMOC - November 11, 1996, Page 4

Source Cause BM Ps to Minimize Odor Site Specific Practices
Standing water around • Improper drainage; p Grade and landscalx such that water drains
Facilities Microbial decomposition of away from facilities
organic matter
Mud tracked onto • Poorly maintained access roads © Farm access road maintenance
public roads from farm
access
Additional Information: Available From:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treaument; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-88
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
AMOC - November 11, 1996, Page 5
NCSU, County Extension Center
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - SAE
NCSU - BAE
NCSU - Swine Extension
NC Pork Producers Assoc.
NCSU - Agri Communications
Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Source Cruse BMPs to Minimize Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulalion of Solids ❑ Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed;
__ ❑ Remove bridging of accumulated solids at disch2%e
Lagoons and Pits • Crusled Solids 0 Maintain lagoons, selling basins and pits where ^
pest breeding is apparent to minimize die
crusting of solids to a depth of no more loan 6 -
8 inches over more dean 30% of surface.
Excessive Vegetative • Decaying vegetation ❑ Maintain vegetative control along banks of
Growdi lagoons and other impoundments to prevent
uccumulution of decaying vegetative 111.dICr
along water's edge on impoundment's perinleter.
Dry Systems
Feeders • Feed Spillage ❑ Design, operate and lnainlain feed systems (e.g.,
bunkers and troughs) to minimize die
acctlmul:itian of decaying wastage.
❑ Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter).
Feed Storage • Accumulation of feed residues ❑ Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products),
© Inspect for and remove or break up accumulated
solids in filter strips arouixl feed storage as
needed.
Animal holding Areas • ACCU111111a6011S Orallinial wastes Eliminate low areas t 1:al trap moisture : ong
and feed wastage fences and other localions where waste
accurnulales amid disturbance by animals is
mi nii11a1.
❑ Maintain fence rows mid filter strips around
animal lending areas to minirnim
accunuilatiotu of wastes (i.e. inslxxt forand
remove or break up accumulated solids as
needed,
AMIC- Nuvcuiber 11, 1996, Page I

Source Cause WIN to Mininsice Insects Site Specific Practices
Dry Manure Ilandling a Accumulations of animal wastes ❑ Remove spillage on a routine basis (e.g., 7-10
Systems duty interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
❑ Provide fo adequate drainage arourxl manure
stockpiles.
O Inspw for an remove or break up accumulated
wastes in filter strips around stockpiles and
luanuro handling areas to needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, !North Carolina State University,
Raleigh, NC 27695-7613
AMIC - November 11 , 1996, Page 2

Mortality Management Methods
(check which method(s) are being implemented)
❑ Burial three feet beneath the surface of the ground within 24 hours after knowledge of
the death. The burial must be at least 300 feet from any flowing stream or public
body of water.
YRendering at a rendering plant licensed under G.S. 106-168.7.
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture.
❑ Any method which in the professional opinion of the State Veterinarian would make
possible the salvage of part of a dead animal's value without endangering human or
animal health. (Written approval of the State Veterinarian must be attached)
December 18, 1996

Form 1R11-1
Lagoon Liquid Irrigation Field Record
For Recording Irrigation Events on Different Fields
Farm Owner IFacilily Number -
Spreader Operalor L d
Field Size
(acres)
Numberof
prinklersOperathig

- BROWN CREEK Soil Water Conservation District
USDA Natural Resources Conservation Service
WASTE UTILIZATION PLAN
), T. A. McRae III , hereby give Dale McRae
Permission to apply animal waste from his Swine Operation/Facility on my land, described as follows
Tract (or other ID): 1816 Acres: 54 Term: 3/19/96 to
12/31/06
I, , hereby give
Permission to apply animal waste from his Swine Operaboh/Facility on my land, described as follows:
Tract (or other 1D): Acres: Term: to
I, , hereby give
Permission to apply animal waste from his Swine Operation/Facility on my land, described as follows:
Tract (or other ID): Acres: Term: to
(We), understand that this waste contains nitrogen, phosphorus, potassium, and other tract elements that
when property applied should not harm my land or crops (including pasture/hayland). I (we) also understand
that the use and application of animal waste will reduce my need for commercial fertilizer,
Adjacent Landowner(s) r ��
! Date:
T. A. McRae III
Date:
Date:
Facility Owner _
(waste producer) 00
G a.e— Date:
Dale Mc ae
Technical _
Representative
DateA
� f
Brown Creek SWCD
Representative
Date:
(A minimum term of Ten Years is required For waste utilization associated with a Cost Shared Practice or Item)
Page 7 ANSON COUNTY, NC

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{_ BROWN CREEK Soil Water Corns n District Natural Resources Conservation Service
WASTE UTILIZATION PLAN.
Animal Waste Utilization Agreemen
I, T. A. McRae III , hereby give Dale McRae
Permission to apply animal waste from his Swine Operation/Facility on my land, described as follows:
Tract (or other ID): 1816
Acres: 54 Term: 3/19/96 to 12/31/06
I, , hereby give
Permission to apply animal waste from his Swine Operation/Facility on my land, described as follows:
Tract (or other ID): Acres: Term: to
1, , hereby give
Permission to apply animal waste from his Swine Operatiorl/Facility on my land, described as follows:
Tract (or other 1D): Acres: Term: to
I (We), understand that this waste contains nitrogen, phosphorus, potassium, and other tract elements that
when pipperly applied should not harm my land or crops (including pasture/h ay land), 1 (we) also understand
that the use and application of animal waste will reduce my need for commercial fertilizer.
•
Adjacent Landownerjs)
l/ Date: d r
T. A. McRae III
Date:
Date:
Facility Owner / _ /
(waste producer) �C ul� Date: IS�b
Dale McRae
Technical
Representative �
Date: `X ff
Brown Creek SWCD
Representative
Date:
(A minimum terra of Ten Years is required for waste utilization associated with a Cost Shared Practice or Item)
Page ANSON COUNTY, NC

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--kn3ML WASTE WLVAdE_SSNT PLAn esnTiPic.A,T%oN r6n f3xslyl
iNa o s�
plasma return the complotrd form to tba Division of xnviroaMM=eW an+jga fttnt
the addrage on the reverse aids of this farm.
�1,4Y 20
Name of fart (Pleaze print) e
Mailing Address s RR BCIx aak!_
Phone No . s ";-
-rtCounty (of farm) t.. `` '
Faxm locations Latitude and Longltudat / g�.�. q�. (required), Als3o,
please attach a copy of a county road p�witV laCat:ion idantified.
Type of operation (swine. layer. dairy, etc.)
Design capacity (numher of &nImala)f
Average site of operation (12 month poputlaition avg.)f
Average acreage needed for land application of aragte acres):
Technical Rpecialistt eaitifiaablon
As a technical specialist designated_by the North Caroiina Soil 'arid Water
Conservation Commission pursuant to M HCAC 6F 4000S, I certify that the
existing animal waste msnagamant uystiim `foi the farm named Abozre has an animal
waste management plan that meets the operation and niriinteaafice standards and
specifications of the Division of Envitorftental Management and the USDA -Soil
Conservation service and/or' the North Carolina Soil. 'and Water Conservation
Conviisdion pursuant to ISA RtAC V-011 , i hd ' M5 NCAC' 6F _ .0001.-.Oum ' the
following elements and their corresponding minim c*iteria have been verified
by me or other designated technical specialists and are included in the plan as
applicable: minimum separations (buff era) ► adequata quantity aiid amount of land
for waste utilization (or use of third party) j access or ownership of proper
Waste application ecquipmentt schedul16 for timing of applications; application
rated loeiding rates r and the control of the discharge of pollutants from
stormwater runoff events Yeses severe than the 25=yeatj 24�-h6uz staff m.
Ham• of Tochniaal spacit 110t (Please Priist) s
Afflliation (Agency) t
Addresai 'those No.-(704 691--2710
Signatures 7 Dates _
rmm=ft.aamW=masM*"w2dak rtiff7t aamien assnstama"aaftNomesa aw"Mama wmammkano==am oft—
owner/manager Agreament
I (we) understand the operation wid maintenance procedures established in the
approved animal waste management plan for the farm named above ahcl will i.mpletnent
these procedures. I (we) know that any,ibTa>nsion to the eutistifig design capacity
of the waste treatment and ritorage sys3tftA or conatkueti,on of new facilities will
require m new certification to be submitted to the Division of Environmental
Management before the new animals are stocked. X (We) alao understand that there
must be no discharge of animal waste frbm this ayatem to outface h.rat:ers of the
state either directly thi-ough a man-made conveyance or thtough runoff fresh a
storm event less severe than the 29-year, 24-hour storm. The approved plan will
be filed at; the farm and at the office of the local Soil and Water Conservation
District.
Name of band own (g a in t) !
Signatures r pate t„�/`
Name of Maxaour, if different from owner (Plaaee print) t -_
Signatures Uatal,
Notat A change in land ownership requires notification or a new certification
(if the approved plan is changed) within,40 dayn of A title transfer.
DEM US$ ONLYt ACE#

�>=,
7040 Car,o||'s Swine Nw'nmy
AQDJ7I8mAL INFORMATION ON DEm 0-200 CERTIFICATION FOR
EX2STlmB OPERATION
operation was previous|y certified (6/30/94> undpr
TA nCRAE 1lI. Ow"ership has transferred to A|on Da|e
-
McRac (D=|e). A new aste uti|ization p|an has h0eo
deve|oped for D�|e who wi/� assume opernt/on and
Ina. /ntenance of the Swine Waste Managemeot
System.'..with no increasp in animR.| numbers'
2)' Swi"e waste wi | l t�e app/ieU to pasture own4-d hy fA
McRAE )7I (father)..,see Waste Uti|i'--ation p|an (pLAN}.
A DALE MCRAF--
Lx�ner/8yerator
Tec|,n�r�( $c�cia|ist

A. Dale Mcrae Swine Farm
Swine Waste Irrigation Application System
Layout Map
Scale: 1" = 220'
Legend
Aluminum Layout Pipe
(1650 ft. needed)
} j y Wetted but not counted in
pull calculation
1 100 ft. buffer around well
(7J Gun Diameter - Begin
L
Gun Diameter - End
- Digitized Field Boundary
from FSA Farm Map
- _ -- 23 ft. buffer along perennial
water
start/slop monument
,
i
,
e ur
c'i iL
!fl::
9
on
NOTES to Operation and "Wettable Acres" Determination
Map digitized from 1"=660' and scaled to 1"=220' in CAD
Well located on map from field measurements - setback established in field
All pulls checked/measured with laser rangfinder with accuracy +- 1 yard (3 ft)
Operation sited 10/5193, Construction complete 6/30194. 0,200 certified 6130194
Setback Requirements - 25' from surface water, 100' from well

h
Brown Creek Soil Water Conservation District
USDA - Natural Resources Conservation Service
712199
A. Dale McRae
Swine Waste Irrigation Application System
Evaluation of Existing Traveler as Purchased and Configured ;� � f I 'r ,�" r�''`" � '•
ll , pO
r!! !•: rl. r.i r• I�,: Il J l i -.! �S i
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E!.: it .I � i I'jj I E ! I tl I"!'� � I h .I i tl !t`I,I ! ir11 I, l.t ; ahl i .�aJ,fi�r, ,6 ! l' t • l •t.•, ! + 1, . ', jr'h { ,� LI i I 1, I•• • I .. .:,'
''I, 'ri ,!. ,I I e•�tll I: <t �{ � 'i! t!�!' .tE .l r•L ,.If I �,! li '{r r , ! ar.i.
• � p r { h�
, I
� - r,. .�I ...ill I�h nr, ..a. u, •]l:ntl:,.i. frl: ,.a�nu Fu >.,�lmifhil { I h.! .. ';<4lr.1°"..lXai ..fii.l't'7.�i.,u!i1r,11¢f_!. I!!,+5!I:H . .,k !.{, 3.rrt:Vhlh"u •y lt..a., ,.h,i ,, I-J7lk:7 .Ll • �,.� i,l=: ,e- L!f�;1.. t.l.. . ..! {. r: Y' .Lh'll . Waste Utilization „Plan Irrigation Parameters
Application Rate Max. Apply Amount
0.3 inlhr 0.5 in
Equipment & Settings
Amadas 1030 Reel Rain Hard Hose Traveler 1000 ft, of hose 3 in. dia.
NELSON BIG GUN 150R 0.86 in. nozzle ring dia,
70 PSI operating pressure 120 GPM Flow Rate 270 diameter 315 ° ARC
Kifco Caprarl PTO Pump
160 PSI max. 600 GPM max.
Application Rate based on Formula for Traveler
Applicatioin Rate = 96.3 X GPM X 360
3.14 X (0.9(Radius))2 ARC
Calculated Application Rate = 0.28 inlhr
Gun Cart Travel Speed based on a maximum application of 0.5 inch & lane space of
Travel Speed = 19.26 X GPM
Lane Space X Max. Apply Amt.
Calculated Gun Cart Travel Speed = 25.68 in/min 2.10 ft/min or more
• •-
. • .
'
SPEED
GEAR
RPM
Calculated
Application
2.50
H-1
2320
0.43
2.75
L-3
1960
0.39
3.00
L-3
2140
0.36
3.25
L-3
2340
0.33
3.50
H-2
1930
0.31
3.75
H-2
2060
0.29
4.00
H-2
2200
0.27
4.25
H-2
2340
0.25
180 feet (67% of diameter).
SPEED
GEAR
RPM
Calculated
Application
4.50
H-2
2480
0.24
4.75
H-2
2610
0.23
5.00
H-2
2750
0.21
5.25
H-2
2890
0.20
5.50
H-2
3030
0.19
6.00
H-2
3300
0.18
6.25
H-3
1800
0.17
6.50
H-3
1870 1
0.16
Choose speed from charts above based on antecedent moisture conditions & certified operator experience!
NOTE: This system shared with Lewis Winfree Swine Operation
Evaluation of "net wetted11 acres
I • I ,rII I: Nit,. -rI l. lf4flI :, rr "r +i! I 1 I - S'i, , ,'.�I� II I!;ti l.Ie••,!4
I'11,1'; .a I
I.
!
Calculations
252 ft. WETTED DIA. (93% of gun spec. dia.)
measured radius 121' to 132% consistent avg. 126'
Wettable Acres C tion Works et ompleted by:
Robert E Horton Jr, Technical Speci • Natural Resource Conservation Service
Exterior Pull Interior Pull
Field No. - Pull ID Distance Distance Weffed Area Allowances Wetted Acres
Field # 1 a
b
c
d
e
558
0
120528
0
22753
0
0 i
0
3.29
1 15.2
396
0
85536
0
22753
0
0
0
2.49
561
_ 100980
0
20567
0
0
0
0
2.79
486
0
104976
0
22753
0
0
0
2.93
1 564
1
1 0
1 121824
0
1 22753
1 0
1 16518
0
3.70
Field # 2 a
Pul a.h minus ana in woods, oardan b
c
d
e
f
g
h
234
0
50544
0
22753
1 0
16618
-1758
2.02
24.9
441
0
95256
0
22753
0
1 16518
-14224
2.76
444
234
42120
95904
20667
0
0
0
3.64
195
441
79380
42120
0
22753
0
0
3.31
660
116600
0
20567
0
0
0
3.20
591
106380
0
20567
0
0
0
2,91
645
0
139320
0
22753
0
0
_
3.72
567
0
122472
0
22753
1 0
0
3.33