090094_CORRESPONDENCE_20171231

Site Requires Immediate Attention:
Facility No. a 9 - y1
DIVISION OF EN MONMEATi'AL MANAGEMFM
ANIMAL FEEDLOT OPERATIONS SITE VISITATION RECORD
DATE: /L Z 1 , 1995
Tom• /*00 • .
_ r �.
Farm Name owner: 3 fM s € 1 Corp . % /lr1 s _ �o r�o votfi'o.J
Mailing Address:, S.SS• &1 e, Le Rd r- h Z, b � �//�Aw.v . /V C '7 233 7 -_
COumty:
Integrator:_ Lts r4 r1.1� Phone..
On Site Representative:A&74-4. - Phone:' s6P- 4L9136
Physical AddresslLocation:
Type of Operation: :Swine Poultry Cattle
Design Capacity: 9?o Number of Animals on Site: _ 2 42
DEM Certification Number: ACE_ DEM Certification Number: ACNEW
Iatitude: • Longitude. •
Circle Yet or No
Does the Animal Waste Lagoon have sufficient freeboard of I Foot + 25 year 24 hour storm event
(approximately I Foot + 7 inches) Yes or No Actual Freeboard:—j—)t. , a -Inches
Was any seepage observed from the lagoon(s)? Yes or No Was any erosion observed? Yes or No
Is adequate land available fbWray? Yes or No Is, a cover crop adequate? Yes or No
Crop(s) being utilized: ,a s•1. � C (Fscu c 7 R c a�.cf Cote s
Does the facility meet SCS minimum setback criteria? 200 Feet from Dwellings? Yes or No
100 Feet from Wells? Yes or No
Is the animal waste stockpiled within IDD Feet of USGS Blue Line Stream? Yes or No
Is animal waste land applied or spray irrigated within 25 Feet of a USGS Map Blue Line: Yes or No
Is animal waste discharged into water of the state by man-made ditch, flushing system, or other
similar man-made devices? Yes or No If Yes, Please Explain. ft
Does the facility maintain adequate waste management records (volumes of manure, land applied,
spray irrigated on specific acreage with cover crop)? Yes or No
Additional Comments:-
7/-vs -Tal i � �� �f� Ai.Yrt�� "I f �G� 7��'^' C,./ �!n rpm c✓ f../�
- ,
UL�a►h
Inspector Name Signature
cc: Facility Assessment Unit Use Attachments if Needed.

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State of North Carolina
Department of Environment,
Health and Natural Resources
James B, Hunt, Jr., Governor
Jonathan B. Howes, Secretary
3M's & T Corporation
3M's & T Corp Farm
Rt 2, Box 639
Elizabethtown NC 28337
0 ','1
A a romi
November 12, 1996
SUBJECT: Operator In Charge Designation
Facility: 3M's & T Corp Farm
Facility ID#: 9-94
Bladen County
Dear Farm Owner:
��CEIVED
Nnv 12 1996
FAYETMMLLE
RFr. OFFICE
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study
Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1, 1997. The owner of each animal waste management system must submit a
designation form to the Technical Assistance and Certification Group which designates an
Operator in Charge and is countersigned by the certified operator. The enclosed form must be
submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on -going basis in many counties throughout the state for
the past several months and will continue to be offered through December 31, 1996.
Thank you for your cooperation. If you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 91gn33-0026.
Sincerely,
A. Preston Howard, Jr-, rector
Division of Water Quality
Enclosure
cc: Fayetteville Regional Office
Water Quality Files
P.O. Box 27687, W 4. FAX [phone]
Raleigh, North Carolina 2761 i- 7687 f An Equal Opportunity/Affirmative Action Employer
Voice 919-715-4100 - 50% recycled/10% post -consumer paper

Revised April 20,1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number _ 09� Operation 1s flagged for a wettable
Farm Name: me e!j acre determination due to failure of
On -Site Representative-.' cag- 4wkA Part 11 eligibility item(s) F1 F2 F3 F4
Inspector/Reviewer's Name: Operation not required to secure WA
- determination at this time based on
Date of site visit: exemption E1 E2 3 ~ 4
Date of most recent WUP: F- 17-11
Annual farm PAN deficit: pounds
r
Operation pended for wettable acre
determination based on P1 P2 P3
Irrigation System(s) -circle # and -hose traveler, 2. center -pivot system; 3. linear -move system;
4. stationary sprinkler system w/permanent pipe; 5. stationary sprinkler system wlportable pipe;
fi. stationary gun system wlpermanent pipe; 7. stationary gun system wlportable pipe
PART 1. WA Determination Exemptions (Eligibility failure, Part 11, overrides Part I exemption.)
E1 Adequate irrigation design, including map depicting wettable acres,"is complete
and signed by an I arPE0
E2 Adequate D, and D21133 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 L'y a WUP.
E4 75% rule exemption as verified in Part Ill. (NOTE: 75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part 11. Complete eligibility
checklist, Part 11- F1 F2 F3, before completing computational table in Part 111).
PART 11. 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 informationtmap.
F3 Obvious field limitations _(numerous.ditches; failure to deduct- required
bufferlsetback acreage;-or.25% of total acreage identified in CAWMP includes:==:
small,- irregularly shaped fields - fields less than 5 acres -for travelers:or lessthan
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.

tM
Facility Number Dp -
a0 k G",
Revised April 20, 1999
Part 111. Field by Field Determination
of
75% Exemption Rule for WA Determination -
TRACT
NUMBER
FIELD
NUMBER:-2
TYPE OF
IRRIGATION
SYSTEM
TOTAL
ACRES
CAWMP
ACRES
FIELD
%
CQMMENTW
FIELD NUMBER'
- hydrant. null. zone. or Doint 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; otherwise operation will be subject to WA determination.
FIELD NUMBER - must be clearly delineated on map.
COMMENTS' - back-up fields with CAWMP acreage exceeding 75% of its total acres and having received less#han 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.
Part IV. Pending WA Determinations
Pi Plan lacks following information:--
P2 Plan revision -may satisfy75% rule based.on adequate -overall PAN deficit and by
adjusting all field acreage to.below 75% userate-.. -
P3 Other (iefin process of installing new irrigation system):

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
John McKoy
McKoy Farm
Rt 2, Box 639
Elizabethtown NC 28337
Dear John McKoy:
NCDENR.
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND N RAL F;ESQuFtpF,
tD
February 4, 1999 r-lkh.. c
FEB 5 1999
FAYETTEVILLE
REG. OFFICE
Subject: Application No. AWS090094
Additional Information Request
McKoy Farm
Animal Waste Operation
Bladen County
The Non-Discharae Permitting Unit has completed a preliminary engineering review of the subject application. Additional
information is required before we can continue our review. Please address the following by March 6, 1999:
Please provide irrigation parameters in your Waste Utilization Plan (WUP). Irrigation events are to be
listed in the WUP as the maximum application allowable for that soil type from the time the pumps are
turned on until the time they are shut off. It is currently recommended that total application amounts not
exceed one inch in any application event for any soil type. If your application rates need to be adjusted for
the application of animal waste, please have your Technical Specialist revise your WUP to reflect the
appropriate application amount per event. If the rates exceed the recommended one inch, please have your
Technical Specialist justify the increased application rate in the narrative of your WUP.
2. Irrigation design information is required for facilities certified after September of 1996.
3. The WUP does not appear to have been signed by both the owner and the technical specialist. Please make
sure that the WUP is signed and dated by both the owner and the technical specialist. Any revisions to the
WUP must also be signed and dated by both the owner and the technical specialist.
4. Please include in the WUP the NRCS required specifications.
5. PIease provide a clearer map that identifies (outlines or highlights) and shows the acreage for each tract and
field to be used for waste application.
6. The Waste Utilization Plan (WUP) lists the Yield for small grain overseed on 1.5 tons per acre. The Sixth
Guidance Memorandum to Technical Specialist dated August 18, 1997 states that only 50 pounds of
nitrogen per acre should be applied to small grain overseeded into Bermuda grass. Current guidance allows
for 100 pounds of nitrogen per acre under strict management practices as mentioned in the memo included
with this letter. Please have your technical specialist reduce the nitrogen rate on the winter annuals to 50
pounds per acre or incorporate the attached management practices into the WUP narrative for the
application of 80 pounds of nitrogen per acre. The application windows should also be revised to reflect the
strict management practices.
Please note that all WUP revisions must be signed and dated by both the owner and the technical specialist. Please
reference the subject permit application number when providing the requested information. All information should be signed,
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Application No. 09-0094
John McKoy
Page 2
sealed, and submitted in duplicate to my attention at the address below. The information requested by this letter must be
submitted on or before March 6, 1999 or the Division will return your application as incomplete in accordance with 15A
N.C.A.C. 2H .0200 and your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is a violation of North
Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the Environmental Management
Commission_
If you have any questions regarding this request, please call me at [phone], extension 546.
Sincerely,
Susan Cauley
Environmental Engineer
Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
Permit File

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
John McKoy
3MOs & T Inc.
555 McLean Road
Elizabethtown NC 28337
Dear John McKay:
A I 412
1WA
•
;k
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AfJD NATURAL RESOURCES
December 30, 1999
■ iECEiVED
10 2000
FAYETTEVILLE
REG. CFF;CE
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 9-94
Bladen County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. IRR1, IRR2, DRY1, DRY2, DRY3, SLUR1, SLUR2,
SLDI , and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571.
Since ,
Ken; T. Stevens, Director
Division of Water Quality
cc: Fayetteville Regional Office
Bladen County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: (� �.[ County: - �_ ty: �IQ��n
Facility Name: 3
Certified Operator Name: /! I % el / C!`��i Operator # /00�/6� %_
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Lagoon Name/Identifier (ID): 1 -
Spillway (Yes or No): A10
Level (inches): l o
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures. Five
and 30 day Plans of Action are attached. Hydraulic and agronomic balances are within
acceptable ranges.
V Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A 30 day
Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste to
pumped and hauled is reflected in section III tables. Included' within this plan is a list of the
proposed sites with related facility number(s), number acres and receiving crop information_
Contact and secure approval from the Division of Water Quality prior to transfer of waste
to a site not covered in the facility's certified animal waste management plan.
Operation will be partially or fully depopulated.
- attach a complete schedule with corresponding animal urrits and dates for depopulation
- if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste:
I hereby certify that I have reviewed the information listed above and included within the attached Plan
of Action, and to the best of my knowledge and ability, the information is accurate and correct.
V. mc-
Facility Owne
r (print)
anager (signature)
r
..
Date:
PoA Cover Page 2121100

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (0): 1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr./24 hr. storm & structural freeboard
c. line b - line a (inches in red zone) =
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c/12 x line d x 7.48 gallonsife
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
18.0 inches
19.0 inches
1.0 inches
61924 ft2
38599 gallons
180 days
g. volume of waste produced according to structural design 63298 ft3
h. current herd # 1100 certified herd # 192D
actual waste produced = current herd # x line g = 36264 11f
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 6/12/2017
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
®fe
37893 ft3
92450 gallons
2.69 lbs11000 gal.
352.5 lbs. PAN
PoA (30 Day) 2121/00

il. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: 1
line m =
352.5 lb PAN
2. Structure ID:
line m =
lb PAN
3. Structure ID:
line m =
lb PAN
4_ Structure ID:
5. Structure ID:
6. Structure ID:
n. lines 1 +2+3+4+5+6=
line m = lb PAN
line m = lb PAN
line m = lb PAN
352.5 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
RIA
bermuda
0.84
55.36
46.5
March -Sept
R1 B
bermuda
1.46
31.85
46.5
March -Sept
R2
bermuda
1.63
57.06
93.0
March -Sept
R3
fescue
2.64
175.00
462.0
Sept- Au
R1A
small grain overseed
0.84
50.00
42.0
Oct -March
RIB
small grain overseed
1.46
50.00
73.0
Oct -March
R2
small grain overseed
1.63
50.00
81.5
Oct -March
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sure of column t) = 844.5 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 352.5 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 844.5 lb. PAN
y. Overall PAN balance (w - x) = -492 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facility.
NARRATIVE:
Will begin pumping as soon as hay is removed from field around September 26.
PoA (30 Day) 2121 /00

,Environmental
. Quality
Michael V. & Marie A. Mckoy
Crossbow Farm
429 McLean Road
Elizabethtown, NC 28337
Dear Michael V. & Marie A. Mckoy:
REGEwtu
DEQ/DWR
OCT 02 20i/
WQROS
-AYETTEVILLF RRr,10NA1 nFFICE
September 29, 2017
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Certificate of Coverage No. AWS090094
Crossbow Farm
Swine Waste Collection, Treatment,
Storage and -Application System
Bladen County
In accordance with your September 27, 2017 Notification of Change of Ownership, we are hereby
forwarding to you this Certificate of Coverage (COC) issued to Michael V. & Marie A. Mckoy, authorizing
the operation of the subject animal waste management system in accordance with General Permit
AWG 100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management Plan
(CAWMP) for Crossbow Farm, located in Bladen County, with a swine animal capacity of no greater than
the following annual averages:
Wean to Finish: Feeder to Finish: 1,920 Boar/Stud:
Wean to Feeder: Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, 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.
This COC shall be effective from the date of issuance until September 30, 2019, and shall hereby void
Certificate of Coverage Number AWS090094 dated October 1, 2014. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as specified
in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting and
maintaining the required monitoring data and operational information must be established for this facility.
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 read this COC and the enclosed State General Permit carefully. Please pay careful attention to the
record keeping and monitoring conditions in this permit. Record keeping forms are unchanged with this
General Permit. Please continue to use the same record keeping forms.
State of North Carolina 1 Environmental Quality I Division of Water Resources
Water Quality Regional Operations Section
1636 Mail Service Center I Raleigh, North Carolina 27699-1636
919-707-9129

If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per NRCS standards a 100-foot separation shall be maintained between water supply wells and any lagoon,
storage pond, or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Program for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition H.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You may
find detailed watch/waming information for your county by calling the Wilmington, NC National Weather
Service office at (910) 7624289, or by visiting their website at: bt!P://www.weather.gov/ilni/
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office staff
may be reached at 910433-3300. If you need additional information concerning this COC or the General
Permit, please contact the Animal Feeding Operations Program staff at [phone].
Sincerely,
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources
Enclosure (General Permit AWG100000)
cc. (Certificate of Coverage only for all ccs)
Fayetteville Regional Office, Water Quality Regional Operations Section
Bladen County Health Department
Bladen County Soil and Water Conservation District
WQROS Central Files (Permit No. AWS090094)

St6te of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt�� P'�
A. Preston How Dirr—t
John McKoy
McKoy Farm
Rt 2, Box 639
Elizabethtown NC 28337
Dear John McKay:
MAR 1 6 1999
FAYETTEVILLE
REG. OFFICE
1ffl0.V*W'A
IT 0 0
�A&44V ;
NCO%y , r i
NORTH CaFiOLINA DEPARTMENT OF'
ENVIRONMENT AND NATURAL RESOURCES
February 4, 1999 C�
��,�.p��c�t�rgt3 ['etm�tlin9
Subject: Application No. AWS090094
Additional Information Request
McKoy Farm
Animal Waste Operation
Bladen County
The Non -Discharge Permitting Unit has completed a preliminary engineering review of the subject application. Additional
information is required before we can continue our review. Please address the following by March 6, 1999:
UPlease provide irrigation parameters in your Waste Utilization Plan (WUP). Irrigation events are to be
listed in the WUP as the maximum application allowable for that soil type from the time the pumps are
turned on until the time they are shut off. It is currently recommended that total application amounts not
exceed one inch in any application event for any soil type. If your application rates need to be adjusted for
the application of animal waste, please have your Technical Specialist revise your WUP to reflect the
appropriate application amount per event. If the rates exceed the recommended one inch, please have your
Technical Specialist justify the increased application rate in the narrative of your WUP.
2. Irrigation design information is required for facilities certified after September of 1996
3. The WUP does not appear to have been signed by both the owner and the technical specialist. Please make
sure that the WUP is signed and dated by both the owner and the technical specialist. Any revisions to the
WUP must also be signed and dated by both the owner and the technical specialist.
4. Please include in the WUP the NRCS required specifications.
5. Please provide a clearer map that identifies (outlines or highlights) and shows the acreage for each tract and
field to be used for waste application.
6. The Waste Utilization Plan (WUP) lists the Yield for small grain overseed on 1.5 tons per acre. The Sixth
Guidance Memorandum to Technical Specialist dated August 18, 1997 states that only 50 pounds of
nitrogen per acre should be applied to small grain overseeded into Bermuda grass. Current guidance allows
for 100 pounds of nitrogen per acre under strict management practices as mentioned in the memo included
with this letter. Please have your technical specialist reduce the nitrogen rate on the winter annuals to 50
pounds per acre or incorporate the attached management practices into the WUP narrative for the
application of 80 pounds of nitrogen per acre. The application windows should also be revised to reflect the
strict management practices.
Please note that all WUP revisions must be signed and dated by both the owner and the technical specialist. Please
reference the subject permit application number when providing the requested information. All information should be signed,
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Application No. 09-0094
John McKoy
Page 2
sealed, and submitted i licate to my attention at the address below. The information requested by this letter must be
submitted on or befor March 6, 1999 r the Division will return your application as incomplete in accordance with 15A
N.C.A.C. 2H .0200 an will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is a violation of North
Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the Environmental Management
Commission.
If you have any questions regarding this request, please call me at [phone], extension 546.
Sincerely,
Susan Cauley
Environmental Engineer
Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
Permit File

.i�
North Carolina Cooperative Extension} Service
REODVED
WATER aW, _MY SEC T SON
College of Agriculture and UI CScc enc? `999
I L11
Sanlpcnn CounIN a enter
40 R4man Road
Non-Disci--rge perrttifing
e hnlnn. N('
I')lnr 542.7lnl
(mill 1
Bermudagrass overseeded with rye or ryegrass %rill exhibit a yicid suppres,�icrn
of bet-,vicen 1200 to 2500 pounds per acre_ When NRCS made the
recommendation of 50 Ibs. of nitrogen per acre for an oversmi d ryc e1r
ryegrass crop, they did not account for the suppression hi berinudagrass vicid
with their computer program.
Yields of between 2500 to 5000 pounds of dry matter per acre havr bc•e'ri
documented in recent studies of rye or ryegrass (sce ext. public-atioti AG-493)
overseected into berintidagrass stands.
My experience has been that 50 Ibs. of nitrogciVacre Avill not grmv an en•e•rse'e(l elf
rye or ryegrass from October until April in North Carolina. I thrrA)r(• asked at
the second guidance document meeting held at James Sprunt C01111i1ui11tV ('etllk,,gL•
if it would he appropriate to subtract a portion of the nitrergcn away from the
bermudagrass crop clue to yield suppression, and add this to the {1vasced. I %vas
answered in the affirmative --as long as the total nitrogen for I)otli crops did not
exceed what the NRCS computer program generated. I therelr)re subtracted .1
portion of nitrogen away from the bermudagrass ecimmensuratc \vlth (Iel -umcnte'd
Yield suppression, and added this amount to the overseed.
I ain enclosing a reprint of the article referenced in extension publir.itie►ll
AG-493.
Respectfully,
0 C�j
Landownert/,
`t
Date �� d7 i � — S� I ),Itt'
Enclostirc Fr; ,ln.,,-,!,..
A.,1 ne!Ivlrtun,l,nt
are pf'arwi :o all ;•nc,Irlr reiii,t11nsS of
raj a cola, na,,r;n.lf n•,q,n cnt iQr! m
dis2bd'Ci NJ!;!, nLndSTatn11nrvnratr
North C;Irpbn.l4r,t C1,110 Lu;�!rt,Sv
U $ Depa,trnan; C• : ,•�rullairr lnd
� + local ao:(?rrv;+wr,C [ nn;,n[,7hnq

r ;
OVERSEEAING BERMUDAGRASS
W/RYE, RYEGRASS
Overseeding. The grazing season can be lengthened by overseeding
bermudagrass with a winter annual grass such as rye and ryegrass
(Fig_ 10) or a legume such as crimson clover- In recent studies, dry
matter Yields of 2,500 to 5,000 pounds per acre have been obtained
during the cool season from winter rye or Italian ryegrass, depending
on the management system. The higher yields were obtained %vhen
the -,vinter annuals were cut for .hay. The reductions in Field of
Coastal as a result of overseeding, varied from 1,200 to 2,500 pounds.
Higher net yields were obtained from utilizing rye rather than rye -
Some problems arc yet to be resolved in overseeding bermuda-
grass, but the practice is desirable under certain conditions. In areas
'wherc bermudagrass is the only pasture species available, 25 to 50
percent of the acreage may be overseeded with winter annuals in or-
der to provide suppiemental grazing during periods when bermuda is
dormant (Fig. 11).
Two bushels of rye per acre planted in October and fertilized with a
complete fertilizer is suggested at the present time. When over -
seeding bermudagrass hay fields with winter annuals, it is important
that the Bermuda be clipped to a stubble height of 3 inches or less.
Bermuda that has been used primarily for pasture will tend to have a
.Me er sod than under hay management. Therefore, grazing to a
height of 1 to 2 inches is advisable prior to overseeding.
Overseeding may be accomplished by using a sod -seeder or a grain
drill, if the grass has been grazed to an inch or less and soil conditions
permit proper penetration of the seeding implement. In other cases a
light disking may be required prior to seeding with a grain drill or
broadcast sc,,rler.

REVISED PLAN:
1%W
WW
AUGUST 17, 1998
Waste Utilization Plan Agreement
Najix of Farrn
Ok,,Ti,-r.fN1a.naLt_-r Agr=-mew
EXHIBIT A4
1;wc iu-,dersiand and wiE folj')t�• ajjj. implenxra the specificaouns and flit llr")­:W . L :.r OS
estabhsl ,:d in the approved uastc util37auori pix-, fibr Ox farm nxn-ti abjvc I (%%v) 0!,.t
existing design capacity (if. the waste tr:,atnient and storngc: facilitit., a 1:c­,% .1c"111011 to DC cubjilii::%!
to the Division of Enviroimienizi Managcnif;nr (DEM) bcfora the new animals arv. :.iockcd. I (wc) a'sj undenitand'
that there must be no discharge of -,kaste nutrients form this systems to surface wa-.ers of Lric state a stoma
evcnl less severe ihaii. the 25-year, 24-hour swrin• ']lie appruvcd plan will be on-.iiiv m Ow Cam) otft;C -,O)JI at
:he office of the local Soil and Water Conservation Dist:;t:t and %vili be available f6i review by OFM t;pon rcqL:-_­',
I (%Ne) understand that I must o"T, or have access to Lirrigatioi-, or otftr equipment. to !and apply the ajijriial �% a;i:
described in this waste utilization plat:. This equipineiti, must bc avaiktblz a- the appropmut pumping time �u,.-h
I that no discharge occurs fruni the lagoon in 25-year, '24-hour storm cvcril. I also ccrt't}- that thi, wa,-,ic N011 tic
applied or the land according to this p)u ai 0),1- appropr_,ale times :Qid :it ii!es no rVji(1,fT 1,,,UCw,s
Nance of Facility Ovoier (Please Print):
D i i
Mirric of, lanager .-f different thiin , wet r)
Dat,-
T__
Person W10 Prepared Waste Utiliz;..iion Plait-,
Affiliation 5 Phone Nu.
Ad

cNz
40
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Olin
i
4 '•�-_ .,}G• � �} " • •� � irf • • Y, :Zt' � _ _ � - -. _.... •— a;.ti..Y.r....r,.-.�7-.t't44i: ." �," �.�� � 7'i J C. '- : � -.
IN
LIZ
rl
QA
%ZVI
� L ,` j- -�r. �'�.-..?. � 't• •5'��:}�' _ _ .._:� �. :l-' .f�. ..« r� "4. .w. - +�`4A JL,A+�j., -
� f .� - ��,vN ''r'"` -{ti7i •� �• ` '4:.."ASiA,:1i !� ,������� ' �' �., : yy_'
. r-• � �".:� ' 7 I .....w .ei
tj ""��• 4 rii , t1 C � Yam, �' � r �' iL 5 ,� ■
::�-. A7
A \ � .iiC��r•�fi��i<<ry��;e•�.~ � �j T.a!� �' i. 'Tf ` '' ...� F` .f � SSLL.yy. _ � � ;l
�r..•_.•_
rs�c'+,t` �~'.. .y.. �..�� n • :kI _ �Y: ..y• •71=�, `•�:} yZ� .: o.-;,ems +• •.;.-r
- �� / %' �' - � "}"•�; ' r' ty Y,• ,'�.,...�,,. �� Jlls J. ._ ' ,:.� ' � • `-.gyp, r-\'�i � Y'\ •�:: ::^!•.- •;: -
-� ` n1 q, x. ]��•� . x u�y .� ti �,,�* `. _ : <:,• � ri' ]��� 1,c ~ ~ Ftyy{�.�' ��'� r,i � o- � , ;;,'X:'� - - `e
/ 7- � f�` .� .�. �� �?i a'!L � µ `e��+� �.r boa v�'- ``t �•�'.
� a � �'� -��� .{}5 �� rYC e•.•- F�� why!' r.'M•. ter.' - '�-
�1 � - rn^, t ea.t.SY c r[. 'w' •�'��r •� ��.r�IFr _ a� . a. � `�.. � `:+�i'�•:' - \ ♦ �. _ �
i _— , � � 1: _ � �J -]f'� } ay-4�f.. s �.'Y�}�yYY' _ -Y'.. 'iirii.�. ti._ -y►in i�+• iX.,
t� .r„ ,.w --•. �+ ,• YG".. Y .'��.. ��i•�+►,a�� .,�`l �.r +�Y h w• - �'Sti ' - 45:i S'd Z��' ?� Iwo y
:. i'-�•y'('h',��`K .�' a: e r �•Jh r iK'�'.r.,,''.�Y=i ., ', `. mob'
' +. �1• i'"
_ �, .. �n .� :�A ,• ...: .!•fie' 3
�►,r ` � � i. , •��"� . _ 7•+ry{�C � -ems;""'" {-7 �; -r,
r� - x _ �':• .�•i 4��•♦ `mil• j�� �'. }�'=4 �j •+ •.

__.WP_STE UTILIZ?_TIOV PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state
by, runoff, drift, manmade conveyances, di_sct application,
or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is
prohibited. Illegal discharges are subject to the
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 cwns or has long tee
access to adequate land on which to properly apply the
waste. If the producer does not awn adequate land to
properly dispose of waste, he shall provide MRCS with a
copy of a written agreement (sample enclosed) with a
landowner who is within a reasonable proxhf.ty, allowing
him/her the ule of the land for waste application for the
life expectancy of the production facility. it is the
responsibility of the owner of the facility to secure an
update of the Waste Utilization Plan when there is a
change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
Nitrogen needs for realistic crop yields basel,on soil
type, available moisture, historical data, clWate
conditions, and level of management, unless there are
regulations that restrict the rate of application for
other nutrients.
k. Animal waste may be applied to land that has a Resource
Management System (RMS) or an alternative Conservation
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 the field.
These filter strips will be in addition to "Buffers"
required by DEH. (See FOTG Standard 393 - Filter Scrips
and Standard 390 (InteraW) - Riparian Forest Buffers.]
S. Odors can be reduced by injecting the wase or disking
after waste application. Waste should not be applied when
the wind is blowing.
6. When ani=al waste is to be applied cn acres subject to
flooding, is will be soil incorporated on conventionally
tilled cropland. When applied to ccnseryation t_11ed
crops or grassland, the waste may be brcadcasc crovided
the application does not occur during a season trcne co
flooding. (See "Poacher and CII..:-.aca in North Carolina" in
the Technical Reference - Eaviron en_ file for guidance.)

WASTE UTILIZATION - ..,PLAN
REQUIRED SPECIFICATIONS
fconanuaM
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
pondigg should occur in order to control conditions
conducive to odor or flies and provide uniformity of
application..
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 of the
crop on ba:e soil.
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. 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
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 runoff
or drift from the site.
E

W STE. UTILIZATION PLAN
REQUIRED SPECIFICATIONS
16. Domestic and industrial waste from washdown fac4l4t4es,
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 0 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
breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
7

ORIGNIAL WUP
Page 2
Amount of Plant Available Nitrogen Produced Per Year:
-----------------------------------------------
1920 animals X 2.30 lbs. N/animal/yr = 4416 lbs./yr
Available N
Applying the above amount of waste is a big job. You should
plan time and have appropriate equipment to apply the waste in
a timely manner. Your facility is designed for 180 days
of storage. Therefore it will need to be pumped every 6
months.
Tract Field Soil Crop Yield Lbs. N Acres Lbs. N Month to
No. No. Type Code Per Ac Used Apply
----- ----- ----- ----- ----- ----- ------ ------ ------
10851 2 LeA 3 4 Tons 250 17.0 4250 F-MAY,S-N
2448 1 LeA 3 4 Tons 200 3.0 600 F-MAY,S-N
- t r%%Al b e TOTAL 20.0 4850
Available Nitrogen 4416
Surplus or Deficit -434
Crop Codes: 1=Cereal grain; 2=Corn; 3=Fescue; 4=Range gr bermuda
5=Control grazed bermuda; 6=Hayland bermuda
Narratives of operationr orNotre-s::n
-y - %-LA:" QGIA--L"S �T � T�e4 M Z V%AA-S !��aZkVLA!:-
w\~I 1 - 2,,J Ci 11a
.--PC
2-7t o Js
COr )
'�Z
c\icS �IA-S kQeN_i eCoL c tec 4
0r-c J,ke
dA,+0"tirA
A&(�.A
!t" P �=�,f.,•
Call the Soil and Water Conservation District Office after you
receive waste analysis report to obtain the amount per acre to
apply and the irrigation application rate prior to applying
waste.
Prepared by: �l Y-E' �. z _ 2,�) C . �5-23-9-�
Name Title Date
r �
Concurred in by: �� _3
P od er r, V Date
(Copy to producer and copy to case file)

REVELLE AGRI PRODUCTS, INC.
P.O. BOX 68
. 508 WEST $ROAD STREET
MURFREESBORO. NORTH CAROL-INA 27855
TELEPHONE 4919P 398.31 16
IRRIGATION SYSTEM DESIGN
AND
CERTIFICATION
FOR
1p John McKoy

•
Landowner/Operator Name:
Address:
Telephone:
TABLE I - Field Specifications
IRRIGATION SYSTEM DESIGN PARAMETERS
-Jd /AcKo,4 County: _ Loge n �.
Qtiox
i I tqc Date: I.! 1a+5 A'F --
EXHIDIT D-1 .
Fkldt
Number
Approtimate
Mazimum
Useable Size
orTieid2
(acres)
Soil Type
Slope
(%)
Crop(s)
Maltmam
Application
Rale3
(Whr)
Maximum
Applleatlon
per Irrigallorr
CjYc1e3
(inches)
Comments
c m" ok rna {! (,,r v-N
IS cc attached map.
21,01a1 field acreage minus required buffer :areas.
31tefcr to N. C. Irrigation Guide, field Office Tectwical Guide, Section p G. Annual application must not exceed the agronomic rates for the soil.and crop used.
NRCS, NC
JUNE, 1996

0
UU-11BIT D-2
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of EquipmeLo nt:
Field Not
and
I I drant Nv
Travel
Speed
(f /min)
Application
Rate
(inlhr)
TRAVEL LANE
Effective rtlective
Width (ft) Length (0)
Wetted
Diameter
(feet)
EQUIPMENTiETI'INGS
Nozzle Operating Operating
Diameler Pressure Pressure Arc
inches Gun (psi) Ree! i Pattern
Comments
-�R
3q 2
,(.a
ab
Z6
119
I.0`3
60
90
r `
-
,ga
��
1
8
a85
1,0?
9 b
I
x90-0 f s a-a
aF 5I,
O
50
'�� e.
.� • , a �,
11,02
60
90���
1-5
9(—
1
18a
$a6
ais5
r 10113
150
C10
3cc�o`
I-GPA
1.96
190
fd4
a$5
I.0$
50
90
a
C'.a
a
121?
355
a8
I,og
5o
90
1$06
I See attached map.
2Show separate entries for each hydrant location in each field.
3Usc the following abbreviations for various arc paltems: F (full circle), TQ (three quarters), TT (two thirds), l l (half circtc), T (one third), Q (one quarter).
May also use degrees of arc.
NRCS, NC
JUNE, 1996
AA ice,- -11, i
prt

•
y
EXHIBIT D-3
TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment:
Field Not
and
Line Not
Number of
Ii drants
Wetted
Diameter
feet
Hydranl Spacing (ft)
Along ]Between
Pipeline Pipelines
Application
Rate
(In1hr)
OPERATING PARAMETERS
Nozzle Operating Operating,
Diameter Pressure Time
(inches a Gun (psi) Hydrant hr
Comments
lSee attached map.
2Show separate entries for each pipeline with hydrants in each field.
NRCS, NC
JUNE, 1996

TABLE 4 - Irrigation System Specifications
Traveling
Irrigation Gun
Solid Set
Irri atlon
Flow Rate of Sprinkler (gpm)
165
peraling Pressure at Pump (psi)
6. 5
Design Precipitation Role (inlhr)
,3 Ala -
Rose Length (feet)
S5O
XXXXXXxx
Type of Speed Compensation
�aN• eck y
XXXXXXXX
Pump Type (PTO, Engine, Electric)
n
Pump Power Requirement (hp)
t
TABLE S - Thrust Block Specifications
Designer may rovide thrust block details on separate sheet.
LOCATION
THRUST BLOCK
AREA (sq. ft.)
900 Bend
Dead End
Tee
TZ
t t1 q1 kr
LSee USDA -MRCS Field Office Technical Guide, Section IV, Practice Code 430-DD,
RXI-1II31717 DA
MRCS, NC
JUNE, 1996

IRRIGATION SYSTEM DESIGNER
Name: 4SCrr '
Company; t Uq �' tt
Address: 16.3s,a+�Stix.>�' A/C
Phone- `;t IJ 493 - b-7
REQUIRED DOCUMENTATION
The following details of design and malerials must accompany all irrigation designs:
1. A scale drawing of tie proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to detennine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates,
5. Computations used to detennine the size of thrust blocks and illustrations of all thntst block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 430-DD.
S. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address them as
appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankrrrents without the approval of the designer.
NOTE: A buffer strip 6 feet wide or wider must be maintained between the limits of the irrigation system and a]I perennial
streams and surface waters per NC Statutes.
NRCS, NC
JUNE, 1996

• Top Sol] Precision Ag
Client
•Farm:
Field,
Event
0
J0111I NMCCOv Farm
% Iccov
Field I
Boundary %-vith Features
"T
re
CX
X- IS
LA
Label
Reaorte<� .area:
16 84
---I l%`;:i.j P 1Lc Computed Arca: 16.84 ior wjwj,-'—

Top Soil Precision AQ
•
rliz;,.
Fariw
Field:
1Fvent
John McCOv Farm
MCCOy
Fieid 1
BOUilditll with Features
Label
Reporter Area-
,
11
• -- --- !V,.I'4i A Canipmedl Vc'o: 11).K4 :w_„..:_. _r r.� ;,rllu„i„•.�...

0
Client: John McCoy
Fans: McCoy
Field: All
Event: Tract Map
Acres: 22.67
•
0
Top Soil Precision Ag

0

I
Cb
Yl
40
V7
cr,
ILO
ris
(-6

.�z -.7, .! .. y -
BIG GUN@' PERFORMANCE TABLES
PS.l.
N "e
GPM.55 6
r �m' D11. DIA, I Gpk, m DIA.
Nozzle
.75,
GPM DIA M, DiA
NcVe N_-210
GPM DIA V DIA.
N01:1e
C-p m DIA
1 3- 218_8� 2.
so
_
I so 1 E-4 215' 1 74 22- 67 235' I t a5V
t15 256, 5
VY i IEE 280, 1 204
16m&
iwl " 5 238' 80 250' 103 2S3 1 120 275'
2 S, 1 63 7 213' JR!235 295'
136 253' 155 295,
M454&2905�75Z WZT=
Iss 306, 1 175 35'
177 302* 1 1IS-, 310, ! 243 3312'
201 326' 1 223 33--' I 271 362,
110 1
76 2<! 1 52 NE' III M' I 12S 303, 1 150 315' 1
171 324' I IF! 335' 1
222 344' J 247 3553Z4 380'
r`9
Ring
e.2-
R.mg
e' 7'
I-
piing
e?S'
r.ng
-55
PEI
GPM. DIA
C- P L.A. DIA.
GPM MA.
GPM
D:A.
GPIA
DIA,GPV
DIA.
_R-sa r�
0
r) 7.
1-
j m
177
255
so
265,
127 275'
145 285,
Kc,
Z��
--.27!
1 17-
31 Q,
'Zf'
0io
?
'62 305'
32:
2;?
I,
27 4 ,
325"�77,
�X= sav�-'-
1507 - B I G!GU NSi2�,tN'�'­-TRAU ECTO RY;!,';*.'
SERIEV
.041
n m.5
5 NOZZLES; S.�Ul .1 6jiTAPEWBORE' 4i-rs
RS
GPM '�I;,
X,
P.y. DIA_
91
G p 1A. GPM
DIA.
GP!A G PVL DIA
Wj:j� ad r?05a—
, =0_1p2:�Z
-2-L5 �R330jjjt 345'
- - aL
so 1 115 2—
1 141 265' f 1e2 306, 1 225 325'
775 345, 33C __e!" I U! 360,
80 I 12E T
1 165 3I0' 1 710 T-.5, 1 260
- "S 2E0 _79!
IDO I 14-, t�C•
le5 330' 1 235 5 290 375'
4001 425 41n. k.v <'D
-m,3
mma m
wz,� i
", 17�110Y 1 _A�
.20 1 is? .5c-
204 350, 25E 220 395, 1
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60 110 1 143 02 300' i zz$
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365'
ao I 12E 750' I %65 300' 1 210 21'
260
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515
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380
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100 t43 X, 165 320' 235 5fc��—
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415'
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365
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465
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545
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515 _7;450,
575
485'
go I 310 aS-:
f 250 4110.
405 z25'
475 4-'!'
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505'
500
$75
51T,
41'
290 430'
<45 .5"
1 515
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41•53")
'130
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1 425 445
485 465'
1• 565 4a5,
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7
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PS I
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a
•
•
0
JOHN DEERE 1
Engine Performance Curve
Rating: Gross Power
Application: industrial - Continuous
300 Series Engine
Model: 4039D
71 hp @ 2500 rpm
53 kW @ 2500 rpm
.:. ..
200
.. ........ ...................... ­11 .. .............. .. . . ............. ........ ......... ... .......... (271 )
z
.... ........ --- --- .... ............. ... ............... .... ... .............
................ ........ .... ........ ........ .... .................. .... .................. ------ ........
180
(244)
t
Q1
(239 160
Ji17
All values are from currently available tlata and are subject to change without Halite.

•
E
BERKELEY PUM PS 'CURVE 4117
DATE 3-1-88
005_ — SAGE 2.02
_ TYPE "B" RATING CURVES SUPERSEDES
Curve page ENGINE DRIVE
m Daisd 4-,-85
s
600
500
100
0
Cu.; Wund C.1. P.R. Nt. 11-1663 Y.ea.Ns H-185
3 vAll loos ILr. Y. _ C1eb+
1.w.n.r. i.l1. �1.1 C.1. ►la M.. L-j001 Y.XR M., L-3038 01l 13-1/2- FVLL 7.0.&Lzb.-.s-.1
MAIIINUM WCM%[NG PRESSURE 247 PSI •ILL i4�=C
EMMA
■
I 0 100 200 300 400 500 600 7CO 800 5100 1000 1100 1200
CAPACITY IN U.S. GALLONS PER UlNO71
G-;048 9--s . T-2554 sw.n.a.f C-70413 DOW 10-27-71 0.03-29-72 - MODEL B3JQBM
C..... M41.0.1 C•1. ►111.110. H-1a 9 MlCn.MW )4-1939 V.III0U$ n.P.19. - Cro"
1-9.Rl i Ytllntl C.I. P.IL1ia. M-2319 w-pm.. r4--4821 pia. 10-7/16- FULL T. 0,
2.L IM I,---W. -L
..! In.l d• i. M.
MAXIMUM W001KIkc PsEsSUPE 266 PSI wl vVl�
40(
ILL
35(
0
W
3CC
x
u
z
250
0
i 2CO
A
150
M
50
0
a :m 200 300 400 5W s00 7DO 800 ?00 1000
CAPACITY IN U.S. GALLONS PER MINUTE
pa
20
104
ri
0
CISLI
30
20 F
14 -,
s
a
a
DELI
f w r! a 1

Diamond ASTM D-2241
IPS Pressure -Rated PVC Pipe
Approximate Coupler Dimensions
A
A
O.D.
C
Size
Gasket Race
Socket Depth
2
3.166
4.500
21/2
3.719
6.000
3
4.434
6.000
4
5.603
5.000
6
8,252
6.250
8
10.420
6.500
10
12.762
7.500
12
14,952
7.500
D-2241 Pipe Dimensions
Minimum
Wall Thickness
0-1785
5014.13.5 SOR 21
SDR.26
SDR.32 5
SDr �+
Sat
Q.D
Scn.40
315 PSI 200 PS.
160 P5t
125 PSl
t00 PSI
vz "
.840
..109
.062
14 -
1.050
.113
.060
1
1.315
.133
.063
1 '/. "
1.660
.14D
079
.064
.056
1
1.900
.145
,090
.073
.058
2
2.375
.154
.113
.091
.073
21/2 -
2.875
.203
137
.110
.088
3 -
3.500
.216
167
.135
.108
4
4.500
.237
.214
.173
.138
.110
5
5.563
.258
.265
.214
.171
136
6
6.625
.280
316
.255
.204
162
8
8.625
.322
410
.332
.265
.210
10 " 10.750
_365
511
.413
.331
.262
12 - 12.750
.406
606
.490
.392
.311
V
ond's IPS Pressure -Rated PVC Pipe coupler
s the requirements of ASTM D-3139.
Inquire for availability.
Uiamond
Gasket Specifications
1. Gasket configuration locks gasket in place and
prevents fishmouthing.
2. Chevron seal for added pressure sealing 'ca-
pacity.
I.Compression seal - provides a seal under
vacuum.
4. Wiper beads to clean spigot end.
Diamond ASTM D2241
IPS Pressure -Rated PVC Pipe
Rieber Gasketed Joint Dimensions
570/
4Aai , 1
rs O la�i O.D.1
T A
Rrmer Gaeiel
Pi pc
A
B
D
Size
Insert
Socket
Dlalneler
a7/16
6-
5
6
7 13116
a-
5 1r1
6 718
10 1/8
10"
5 3/4
7 1r_'
12 112
12-
6
S 114
14 11/16
Short Form
Specification for Diamond
PVC irrigation Pipe
ASTM-D2241-SDR41,32.5,26,or21
Diamond PVC Irrigation Pipe shall be made of
compounds conforming to ASTM D1784 with a
cell classification of 12454B. Diamond PVC
Irrigation Pipe must meet all the dimensional,
chemical, and physical requirements as outlined
in ASTM D2241. -Annex. ANSI/ASAE S376.1,
and SCS 430-DD, and will be supplied in 2D foot
laying lengths.
V.

SPECIFICATIONS DATA
Diamond IPS pressure-imed PVC pipe (2-
through 12") is made of compounds conforming
to maiert�iI requirements of ASTM rD224 i In
acco(cance ::itn ASTM D1784 The pipe sizes
(e ;nrouan 12") are made witn an integral
hell utilizes a casket for sealing in
accoroance :vein tine requirements of ASTM
F477 integral Sockets for solvent cementing
meet the requlremenis set forth in ASTM
D267%
•Di2monc IPS pressure-rateo PVC pipe meets all
Me limensionai. cheniical and pnyslcal
requrrernenis as outliner, in ASTMI D224i
acn rr;:Ie eno shall oe beveled to Iac:lnaie
I i;-tirc a:,a ence marKed for
0r�ra i cec�tn of insenion Drpmonn rttisrte^
Iucmcani rs to be useo in the joining prG_ess
Diarnone IPS pressuie-taiec pipe is suppliec in
20-toot ;enains
;sue'-,.•=�r' �_v� � ' :�=.?-•+_ :'r- � �� . .. ,r+�`•:�i.:_. ': ].' _ 4. �:::s:'-��%_, :.5 �.=yy; +.
.r ,.+.`N,s � .y. a •-. t;r'^�......-'_
:k.'��w-�-CFa1kL•r�'.rr2":=:i'i`�-`-�.�Gi_�-'�y:'i<.a`��:•�:;:ti tip.' �a_:Y�ni7C.t.`-'..;-�:��
PROPERTIES OF PVC 12454-8 (1120)
Properly
ASTM
Minimum
Test
Specilic Gravity
"t 79.
i a0
Tensile Strength, psi
D 635
7,000
Tensile %loduius. psi
D 5 3 E
=00.000
IZOD Impact Strencin.
D 258
65
t . lb !in
AS1M TEST
:3 0 Sulluric Acio. D
Days=totateon at
20 C
C:7a,rge rn-Vve,c­t
Crance in rleY 5;! ,ncm -[ - ?5 0 1C U
;Sl,M Oil No 3. 30
nr 72: :Cri ai 230 C
� nance in weic-••; - 0 Ic } 0
�9
�
o-�
��ti
E•
59
�.
fllnlmunti
C urvL nadll
of Pipe

FRICTION LOSS CHARTS
FOR DIAMOND P[PE
IPS DIMENSION
. Q 4-Inch 5 5-Inch 6-Inch 8-Inch 10-Inch
Gallons
Per Min.
FRICTION HEAD LOSS IN FEET PER HUNDRED FEE
150 1.11
160 1.26
170 1.41
180 1.57
190 1.73
200 1.90
220 2.28 .81 .34 .09
95
240 2.67 .40 .10.
260 3.i0 1.10 .46 12
280 3.56 1.26 .54 .14
300 4.04 1.43 .61 _17
320 4.56 1.62 .69 .19
77 .21
1.82 .
340 5.10 360 5.67 2.02 .B6 .24 .26
' 380 6.26 2.22 .95
2.45 1.04 .28 .10
400 6.90 .10
420 2.69 1. i 4 .31
1.25 .34 11
440 2.92 .37 .12
460 3.18 1.35
460 3.44 1.46 .41 • .43 .14 500 3.70 1.58
1.89 .52 .18
6000 2.22 .61 .21
650 2.58 .71 .24 700 2.96 .81 .28
750 3.36 .93 .32
800 3.78 1.04 .36
850 4.24 1.17 .40
900 Table based on Hazen -Williams 4.71 1.30 .44
950 equation-Cw = 150 5.21 1.44 .49
1000 5.73 � i.56 .54
1I To find friction head loss in 1 73 59
1050 PVC pipe having a standard 1 88 65
1 100 dimension ratio other than 21. 2 05 70
1150 the values in the table should 76
1200 be multiplied by the 2.21-
1250 2.39 .82
appropriate conversion factor 2 57 57 $$
1300 (F) shown below'. 2..95
1350 1.01
1400 2.95
1450 $pR PR F 3.16 1.06
1500 3.35 1.15
21 200 PS! 1.00
ifi00 26 160 PSI .91 1.30
700 32.5 125 PSI .84 1.45
1
100 41 100 PSI .785 1.62
1900 51 80 PSI .75 1.79
2000 64 63 PSI .71 1.97
Loss below bold line indicates velocities in excess of 5 feet per second.
Velocities Which exceed 5 teet per second are not recommended.
Page 2
12-Inch
.060
.083
'096
.1i0
• .125
.141
.158
.175
.194
.213
.233
.254
.276
.298
.322
_346
.371
.397
A 23
_451
.508
.568
.632
.698
.767
.840
2-83

•
V
FRI CTION
LOSS
IN
POL�'E��TE
HOSE
5
FRIETIOX LOSS PER 100 FEET POLYETHELINE
IRRIGATION HOSE IYATER1
P.S.I.
82
75
63 50
40
O.D. hm
135
125
!20
37
3.7
90
3
2.7
2.5
2.1 1.60
1.30
I.D. INS.
4.5
4.1
4.0
.
0.9
GkL/ 10
- _
- -
- -
- _-
1.1
- - 2.3
3.1
6.6
MIN. 20
30
- -
- -
- -
- "
_ _
- _
_
_ _
_ _
- -
- -
1.4 4.0
11.2
40
--
--
"`
_ _
_
--
2.1 6.0
16.9
50
- -
" -
_
1.2
2.9 B.A
60
- -
" -
_ _
1.0
1.6
3.9 11.2
-
70
- -
" -
_ _
_ _
1.3
2.0
4.9 14.4
- -
B0
- -
- -
_ _
_ _
1.6
2.5
6.1 - -
- -
90
- -
-
_ _
1.9
3.0
7.5
100
- _
_
- _
_ _
1.3
2.3
3.6
8.9
- -
110
- -
" -
-
1.6
2.7
4.2 10.5
120
' _
_ _
0.7
1.8
3.1
4.9-
130
_
"_
2.1
3.6
5.6
140
'_
_
Y
0.9
2.4
4.1
6.4
150
' -
1.0
2.7
4.6
7.2
160
' '
_ -
1.2
3.0
5.2
B.1-
170
_�
T
01.0
1.3
3.4
5.7
8.9
- -
IBO
' '
1.4
3.7
6.3
9.9
200
- "
0.9
!.1
1.6
1.7
4.1
4.5
7.0
7.6
- -
- - - -
'
210
220
--
-
0.9
1.0
1.!
1.3
1.9
.
B.3
9.0
230
_
"
1.1
1.2
1.4
1.5
2.1
2.21.6
5 .3
5.7
240
250
"
0.9
1.3
2.4
6.2
-
260
1.0
1.4
1.7
2.6
2.6
6.6-
7.1-
270
1.0
1.5
1.6
1.9
2.0
3.0
7.6-
2BO
290
1.1
1.2
1.7
2.1
3.2
8.1
-
.300
1.2
1.8
2.2
2.4
3.4
3.3.6 6
9.6
9.2
- -
--
--
-- --
- -
- -
310
320
1.3
1.4
1.9
2.0
2.5
9.2
- -
• -
- - - -
-
330
1.5
2.2
2.7
4.0
- --
340
1.6
2.3
7.8
4.2
- --
350
1.7
2.4
3.0.
4.5-
3b0
1.7
2.5
3.2
4.7-
370
1.B
2.7
3.5
4.9-
3B0
1.1
2.8
3.5
5.2-
390
7.0
2.9
3.7
5.5
- y
400
2.1
3.1
3.8
5.7-
420
2.3
3.4
4.2
6.3
440
2.5
3.7
4.6
6.8-
460
2.7
4.0
5.0
7.4-
4BO
3.0
4.3
5.4
B.0-
500
3.2
4.6
5.8
- -
- -

Field Calibration Procedures
for Animal Wastewater Application Equipment
HARD H05E AND
CABLE 70W 7 AVEa E
IRRIGATION SYSTEM
North Carolina Coopero[we
Extension Service
North Carolina'Stote University

L7
Field Calibration Procedures
for Animal Wastewater Application Equipment
HARD HOSE Land application equipment used on animal production farms must be field
AND CABLE calibrated or evaluated in accordance with existing design charts and tables
TOW TRAVELER
IRRIGATION SYSTEM
General Guidelines
according to state rules that went into effect September 1, 1996. Technical
Specialist certifying waste management plans after September 1, 1996, must
also certify that operators have been provided calibration and adjustment
guidance for all land application equipment. The rules apply to irrigation sys-
tems as well as all other types of liquid, slurry, or solid application equipment.
Information presented in manufacturers' charts are based on, average op-
erating conditions for relatively new equipment. Discharge rates and applica-
tion rates change over time as equipment ages and components wear. As a
result, equipment should be field calibrated regularly to ensure that applica-
tion rates and uniformity are consistent with values used during the system
design and given in manufacturers' specifications. Field calibration involves
collection and measurement of the material being applied at several locations
in the application area. This publication contains step-by-step guidelines for
field calibration of hard hose and cable tow traveler irrigation systems.
Operating an irrigation system differently than
assumed in the design will alter the application rate,
uniformity of coverage, and subsequently the applica-
tion uniformity. Operating with excessive pressure
results in smaller droplets, greater potential for drift,
and accelerates wear of the sprinkler nozzle. Pump
wear tends to reduce operating pressure and flow.
With continued use, nozzle wear results in an increase
in the nozzle opening, which will increase the
discharge rate while decreasing the wetted diameter.
Clogging of nozzles or crystallization of main lines
can result in increased pump pressure but reduced
flow at the gun. Plugged intakes will reduce operating
pressure. An operating pressure below design pressure
greatly reduces the coverage diameter and application
uniformity. Field calibration helps ensure that nutri-
ents from animal waste are applied uniformly and at
proper rates.
The calibration of a hard hose or cable tow system
involves setting out collection containers, operating
the system, measuring the amount of wastewater
collected in each container, and then computing the
average application volume and application unifor-
mity.
An in -line flow meter installed in the main
irrigation line provides a good estimate of the total
volume pumped from the lagoon during each irriga-
tion cycle. The average application depth can be
determined by dividing the pumped volume by the
application area. The average application depth is
computed from the formula:
Average application depth (inches) =
Volume pumped (gallons)
27,154-(gal/ac-in) X Application area (acres)
The average application depth is the average
amount applied throughout the field. Unfortunately,
sprinklers do not apply the same depth of water
throughout their wetted diameter. Under normal
operating conditions, application depth decreases
towards the outer perimeter of the wetted diameter.
Big gun sprinkler systems typically have overlap
based on a design sprinkler spacing of 70 to 80
percent of the wetted sprinkler diameter to compen-
e

Xield Calibration Procedures
for Animal Wastewater Application Equipment
M
0
sate for the declining application along the outer
perimeter. When operated at the design pressure, this
overlap results in acceptable application uniformity.
When operated improperly, well -designed systems
will not provide acceptable application uniformity.
For example, if the pressure is too low, the applica-
tion depth will be several times higher near the
center of sprinkler and water will not be thrown as
far from the sprinkler as indicated in manufacturers'
charts. Even through the average application depth
may be acceptable, some areas receive excessively
high application while others receive no application
at all.
When applying wastewater high in nutrients, it is
important to -determine the application uniformity.
Collection containers distributed throughout the
application area must be used to evaluate application
uniformity.
Many types of containers can be used to collect
flow and determine the application uniformity.
Standard rain gauges work best and are recom-
mended because they already have a graduated scale
from which to read the application depth.
Pans, plastic buckets, jars, or anvthing with a
uniform opening and cross section can be used
provided the container is deep enough (at least 4
inches deep) to prevent splash and excessive evapora-
tion, and the liquid collected can be easily trans-
ferred to a scaled container for measuring. All con-
tainers should be the same size and shape to simplify
application depth computations.
All collection containers should be set up at the
same height relative to the height of the sprinkler
nozzle (discharge elevation). Normally, the top of
each container should be no more than 36 inches
above the ground. Collectors should be located so
that there is no interference from the crop. The crop
canopy should be trimmed to preclude interference
or splash into the collection container.
Calibration should be performed during periods
of low evaporation. Best times are before 10 a.m. or
after 4 p.m. on days with light wind (less than S
miles per hour). On cool, cloudy days the calibration
can be performed anytime when wind velocity is less
than 5 mph.
The volume (depth) collected during calibration
should be read soon after the sprinkler gun cart has
moved one wetted radius past the collection gauges
to minimize evaporation from the rain gauge. Where
a procedure must be performed more than once,
containers should be read and values recorded
immediately after each setup.
Calibration Setup for Hard Hose and
Cable Tow Traveling Guns
Hard hose and cable tow traveling guns are calibrated
by placing a row (transect) of collection containers or
gauges perpendicular to the direction of travel, Figure
1. The outer gauge on each end of the row should
extend past the furthest distance the gun will throw
wastewater to ensure that the calibration is performed
on the "full" wetted diameter of the gun sprinkler.
Multiple rows increase the accuracy of the calibration.
Containers should be spaced no further apart than
1/16 of the wetted diameter of the gun sprinkler not
to exceed 25 feet. At least 16 gauges should be used in
i the calibration. Sixteen gauges will be adequate
except for large guns where the wetted diameter
exceeds 400 feet.
(Maximum recommended spacing between
gauges, 25 feet X 16 = 400 feet.) Gauges should be set
at least one full wetted diameter of throw from either
end of the travel lane, as shown in Figure 1.
The system should be operated such that the
minimum travel distance of the gun cart exceeds the
wetted diameter of throw. Application volumes
should be read as soon as the last gauges stop being
wetted.
0

HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
Reel cart �h
Left
Right
Row of
8 7 6 5 4 3
2 1
1 2 3 4 5 6 7
collection
o 0 0 0 0 0
0 0
0 0 0 0 0 o 0
gauges
Gun
cart
Direction of travel
�
Wetted diameter
(320 feet)
a
O n
i
i
i
i
I
At least one wetted
diameter end of field
Figure 1. General layout and orientation
of collection gauges for calibration of a hard hose and cable tow traveler irrigation systems.
CALIBRATION PROCEDURES
`.
1.
Determine the wetted diameter of the gun.
2.
Determine the number of collection gauges and spacing between gauges. For a wetted diameter of 320
feet, the rain gauge spacing should not exceed 20 feet. (320 ft / 16 = 20 ft).}
3.
Label gauges outward from the gun cart as either left or right (Ll, 11, L3, etc; R1, R2, R3, etc.)
4.
Set out gauges along a row as labeled and shown in Figure 1, equally spaced at the distance determined in ='
item 2 (20 feet). The row should be at least one wetted diameter from either end of the pull. The first
gauge on each side of the travel lane should be 1 /2 the gauge spacing from the center of the lane. For a
^�
gauge spacing of 20 feet, Li and R1 should be 10 feet from the center of the lane.
5.
Operate the system for the time required for the gun to completely pass all collection containers. Record
.'
the "starting" time that wastewater begins to be applied along the row of gauges and the 'ending" time
when wastewater no longer is being applied anywhere along the row. Also record the distance traveled in
feet for the time of operation.
1
6.
Immediately record the amounts collected in each gauge„(Refer to Table 1 for an example.)
-: y
7.
Identify those gauges that fail outside the effective lane spacing, Figure 2. This volume is the overlap
volume that would be collected when operating the system on the adjacent lane.
:.
8.
Superimpose (left to right and vice versa) the gauges just outside the effective width with the gauges just
inside the effective width. Add the volumes together.
For the layout shown in Figure 2, add the volume (depth) collected in gauge R8 (outside the effective
lane spacing) to volume (depth) collected in gauge 15 (inside the effective lane spacing). Similarly, R7 is
added to 1-6; L8 is added to R5; and L7 is added to R6. This is now the application volume (depth) within
the effective lane spacing adjusted for overlap.
C

I
u
Field Calibration Procedures
for Animal Wastewater Application Equipment
Lane 1 Lane 2
Reel cart --- , M 11=1111
I Left
8 7I6 5 4 3 2 1
O 0 0 0 0 0 0 0
Direction of travel I Gun
cart
Left
8 7 6 5 4 3 2 1
0 0 0 0 0 0 0 0
Right
1 2 3 4 5 6 17 8 Cut
O O O O O O O cart
�c
Right
1 2 3 4 5 6 7 8
O O O O O O C O
� l
I 1
I I Effective lane s acing
_ _ ! (224 feet
Effective lane spacing
(224 feet)
Figure 2. Accounting for overlap
when calibrating a hard hose traveler system.
CALIBRATION PROCEDURES (continued)
9. Add the amounts collected in all gauges and divide by the number of gauges within the effective area. This
is the average application depth (inches) within the effective lane spacing.
Sum of amounts collected in all gauges
Average application depth
Number of gauges within effective width
10. Calculate the deviation depth for each gauge. The deviation depth is the difference between each
individual gauge value and the average value of all gauges (#7). Record the absolute value of each
deviation depth. Absolute value means the sign of the number (negative sign) is dropped and all values are
treated as positive. The symbol for absolute value is a straight thin line. For example, 121 means treat the
number 2 as an absolute value. It does not mean the number 121. Because this symbol can lead to
misunderstandings, it is not used with numbers in the worksheets at the end of this publication. The
symbol is used in formulas in the text.
Deviation depth = IDepth collected in gauge i — average application depth)
"i" refers to the gauge number
11. Add amounts in #10 to get "sum of the deviations" from` the average depth and divide by the number of
gauges to get the average deviation.
Sum of deviations (add amounts computed in #10)
Average deviation depth =
Number of gauges within effective lane spacing
• 12.The precipitation rate (inches/hour) is computed by dividing the average application depth (inch) (#9) by
the application time (hours) (#5)
Average application depth (inch)
Precipitation rate
Application time (hours)
6.
r

LA '.RCS ;-iOS -wt' T�;;VELER
!:.R;C 17 0,\1 SYSTEMS
CALIBRATION PROCEDURES (continued)
13. Compute the average travel speed
Distance traveled (feet)
Average travel speed =
1 Time (minutes)
14. Determine the application uniformity. The application uniformity is often computed using the
mathematical formula referred to as the Christiansen Uniformity Coefficient.
It is computed as follows:
U Average depth (#9) —Average deviation (#1 1 } X 100
` Average depth (#9)
15. Interpret the calibration results. The higher the index value, the more uniform the application. An index of
100 would mean that the uniformity is perfect — the exact same amount was collected in every gauge.
For travelers with proper overlap and operated in light wind, an application uniformity greater than 85 is
common.
Application uniformity between 70 to 85 is in the "good" range and is acceptable for wastewater
application.
Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers. If the computed Uc is less than 70, system adjustments are required. Contact your irrigation
dealer or Certified Technical Specialist for assistance.
Table 1. Example calibration data for a traveling gun system operated in parallel lanes. Lane
spacing 70 percent of sprinkler wetted diameter.
a. Manufacturers' Specifications: Gun Model 1-U Type Tapgr Bore
Nozzle Dia. 0.9 inch Pressure (Gun) 70 p.9 Reel 105 12si
Wetted diameter 320 ft Effective Spacing 224 ft Flow 197 GPM
Dose Size: Length 800 ft Diameter_in
b. Spacing between collection containers (spacing 3_ZQ_(ft) / 16) = Zp—ft
c. Number of gauges = 16
d. Start of Irrigation event 7:15 a.m.
e. End of irrigation event 9: 0 a.m.
f. Duration (e-d) 105 minutes
g. Travel distance 320 feet
h. Operate the system and collect data.
7

Field Calibration Procedures
for Animal Wastewater Application Equipment
•
Table 1. Calibration Data (continued)
Gauge Distance Volume Overlap
Corrected
Deviation
No. from Center Collected Adjustment
Volume
from Average'
(feet) (inches) (inches)
(inches)
(inches)
:a
Ll 10 .94
.94
.235 (1 - j)
= i
L2 30 .80
.80
.095 (2 - J7
L3 50 .59
.59
.115 ( etc)
L4 70 .61
.61
.095
.:.;
L5 _ _ 90 .50 .13
.63
.075
L6 110 .42 .20
.62
.085
L7 130 .33
L8 150 .07
RI 10 .73
.73
.025
R2 30 .81
.81
.105
R3 50 .92
.92
.215
. R4 70 .64
.64
.065
RS 90 .50 .07
.57
.135
R6 110 .27 .33
.60
.105
R7 130 .20
R8 150 .13
'Absolute value, treat all values as positive.
L Sum of all volumes collected in #h 8.46 inches
j. Average catch (i/number of gauges within effective width (12)
0.7Q5 inches
Distance traveled (ft)
320 ft
k. Compute the average travel speed =
_
= 3.04 . t/min
Time (min)
105 min
average depth (inches) 0.705 in
1. Precipitation rate = _ = 0.40 in/hr
application time (hour) 1.75 hr
m. Sum of deviations from the average catch 1.356
n. Average deviation from average catch (m112) 0,113
;
o. Uniformity coefficient
0.705 - 0.113
U,= X100=84
• 0.705 .•
No
p. Interpret results. Uniformity coefficient of 84 is in the good range for a traveler
system. adjustment
is necessary.
8

HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
6�
v
Irrigation System Calibration Data Sheet for Hard Hose Traveler Irrigation System
DATE: Land Owner
Farm No.
a. Manufacturers' Specifications: Gun Model
Type
Nozzle Dia. in Pressure (Gun)
(Reel)
Wetted diameter ft Effective Spacing
It Flow GPM
Hose Size: Length ft Diameter
in
b. Spacing between collection containers (diameter 1 b) = ft
C. wetted diameter (ft)
Number of gauges =
-- gauge spacing (ft)
d. Start of Irrigation event
now can
UA
w■
e. End of Irrigation event
' ' ` :. ' ' '
0 0 0 0 o a o o
' _ 3 .: ` ' '
= o 0 o a o 0
f. Duration (e-d) min
o oia o= 3 a e
o 0 0 0 Q mil'
g. Travel distance feet
I
i
h. Operate the system, collect data,
I I
and record on the worksheet on page 8.
i
,k.-�,�
L Sum of all catches inches
j. Average catch (i/number of gauges) inches
i
Distance traveled (ft)
k. Average travel speed =
Time (min)
i. Sum of all deviations from the average catch
m. Average deviation from average catch
n. Uniformity coefficient
UC= X100�
Q)
Interpret the calibration data and make necessary adjustments.
For travelers with proper overlap and operated in light wind, an application uniformity Coefficient greater than
85 is common.
Application uniformity between 70 to 85 is in the "good" range and is acceptable for wastewater application.
Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers. If the computed U, is less than 70, system adjustments are required. Contact your irrigation dealer or
Certified Technical Specialist for assistance.
0

Field Calibration Procedures
for Animal Wastewater Application Equipment
•
Calibration Data (continued)
Gauge Distance
Volume Overlap Corrected Deviation
No. from Center
Collected Adjustment Volume from Average`
(feet)
(inches) (inches) (inches) (inches)
L1
17
L3
L4
L5
L6
L7
L8
L9
L10
R1
R2
R3
R4
R5
R6
R7
R8
R9
R10
'Absolute value;
treat all values as positive.
Red W
Leh Right
S 7 6 3 4 3 2 t ) 2 3 s 5 6 7 6 `
coiKU 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 A
9aUga
Gun
nrt
ok vt*n d bwfi
YltM-d diameter At kasi ane weRlQ
(320 feet) �.y diarncter erd d field

4 .
Top Soil Precision Ag
Client: John McCoy
Farm: McCoy
Field: All
Event: Tract Map
Acres: 22.67

Top Soil Precision Ag
Chent: John McCoy Farm
Farm: McCoy
Field: Field 1
Event: Boundary with Features
Markers
Label
Reported Area:
16.84
m,
Weighted Average: Computed Area: 16.84 Produced with ,g.ink far windows
328 Feet

OF
Top Soil Precision Ag
Client: John McCoy Farm
Farm: McCoy
Field: Hog Complex
Event: Regions
Fertility Regions
Label
Reported Area:
5.83
--- �� Weighted Average: Computed Area: 5.82 Produwd with Agl,u* for Wmdo"'s—
159 Feet

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
John McKoy
McKoy Farm
Rt 2. Box 639
Elizabethtown NC 28337
Dear John McKoy:
i MIX.
•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENvIRONMENT AND NATURAL RESOURCES
March 10, 1999 RECEIVED
MAR 1 6 1999
FAYETTEVILLE
REG. OFFICE
Subject: Certificate of Coverage No. AWS090094
McKoy Farm
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County
In accordance with your application received on January 11, 1999, we are forwarding this Certificate of
Coverage (COC) issued to John McKoy, authorizing the operation of the subject animal waste
collection. treatment, storage and land application system in accordance with General Permit
AWG 100000. This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the McKoy Farm, located in Bladen County, with an animal
capacity of no greater than 1920 Feeder to Finish 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 information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request
shall be made within 30 days of notification by the Division.
P-O_ Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS090094
McKoy Farm
Page 2
This COC is not automatically transferable. A name/ownership change application must be submitted to
the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an.indiyidual non -discharge permit by contacting the 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 Cauley at [phone] ext. 546.
Sincerely,
A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all ec's)
Bladen County Health Department
Fayetteville Regional Office, Water Quality Section
Bladen County Soil and Water Conservation District
Permit File
NDPU Files

State of North Carolina RECEIVED
Department of Environment and Natural Resources WATER Q€1A►_ITYSE^TION
Division of Water Quality
Non -Discharge Permit Application Form FAN 1999
(THIS FORM X1.4 Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Liquid Animal Waste 0per*tiQ0ftrge Per, ltfing
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
I. GENERAL INFORMATION: RECEIVPD
1.1 Facility Name: McKoy Farm
L2 Print Land Owners name: John McKoy MAR 1 b 1999
1.3 Mailing address: Rt 2, Box 639
City, State: Elizabethtown NC Zip: 28337 Rr=G- nFEICE
Telephone Number (include area code): 588-4423
1.4 County where facility is located: Bladen
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): Two miles North of White Lake traveling on Hwy.
701 and 1 mile West of Hwv. 701 on rural oaved Rd. 1519 (Mclean Rd.).
1.6 Print Farm Manager's name (if different from Land Owner): Oscar Aut
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): L&S Farms
1.8 Date Facility Originally Began Operation: 01/01/93
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 09 (county number); 94 (facility number).
2.2 Operation Desc tr ton: Swine operation
Teeg—er to Finish
1920- Certified Design Capacity
Is the above information correct? 0 yes; no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum num er 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 Turkey
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 1 of 4 09 - 94

3.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 20 ; Required Acreage (as listed in the AWMP): 17.6
2A Number of lagoons/ storage ponds (circle which is applicable):
2.5 Are subsurface drains present within 100' of any of the application fields? YES o' NO please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or NO (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
_YE jor NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? e[ q
What was the date that this facility's land application areas were sited?
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:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP,
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.1 I Emergency Action Plan.
3.3.12 insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5128/98 Page 2 of 4 09 - 94
Applicants Initials
o t:\
O R
s •

Facility Number: 09 - 94
Facility Name: McKoy Fans
,t EC E g 0 �o*�
WAERQW
row1 1 1999
4. APPLICANT'S CERTIFICATION: Natrflisohafge P8tm+m110
1, c- k u (Land Owner's name listed in question 1.2), attest that
this application for VY1C- t s (Facility name listed in question 1. 1)
has been reviewed by me and is accurate nd complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete,
.1 Signatutel ,.a .. �,.l x, J Ya 1 r s '1 Date
5. MANAGER'S CERTIFICATION: (complete only if different from the hand Owner)
(Manager's name listed in question 1.6), attest that this
application for rf-\ c- %nc rr-.a _(Facility name listed in question 1.1)
has been reviewed by me and is accuratt 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 bepgurned as incomplge. ,,
Signature
Date 1 1 L_+ � R9
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 09 - 94

PROJECT
�•CS SWINE WASTE SYSTE DESIGN {
4/q,,5- �, l �� U
able of Con ante
Page Page
Cover letter with volume estimates of(
"Location and Topographic Map of 2(f
-Plan Map of (
Soils Map of
''Soils borings log 5 of �
Waste Utilization Plan (pg.l) Of. (
Waste Utilization Plan (pg.2)' of -L
Operation and Maintenance Plan (pg.l) of �
Operation and Maintenance Plan (pg.2) of
Design Calculations (pg.l) o of
Design Calculations (pg.2) of
Design Calculations (pg.3) 13 of
Dike Fill Calculations L of �
Pad Fill Calculations � of
Excavation Quantity Calculations /5 of a,(.
Livestock Waste Sampling (pg.l) � of -(
Livestock Waste Sampling (pg.2) �7_ of
Livestock Waste Sampling (pg.3)� of
Landowner/SCS Responsibilities 1� of ��
Grid and Overall Plan View �_ of A
Typical Plan Cross -Section �_ of �
Pad cross --sections �(A of
Excavation cross -sections H of
Construction specifications a,1 of �
Seeding specifications of
Hazard Classification Sheet of
Other S CIS Q� (9 s M of .2-
Other E ;,, a G of(

122 Ag Services Center
40 � e O Elizabethtown, RC 26337
e [phone]
Date:
Operator: Jai g ytit jC
This is your animal waste system design and specifications.
Please review it carefully. Retain this plan for your use
and records. It is strongly recommended that you, your
contractor and Soil. Conservation Service personnel are in
agreement as to how the waste lagoon is to be constructed.
SCS personnel will meet with all concerned parties and walk
over the site to explain all flags and markings. If further
layout is required by the contractor than is provided, feel
free to contact us. It is important that everyone
understand what is expected so that final
construction/seeding meets plans and specifications for
certification.
As you requested, this design contains no added volume for
sludge (solids) that will accumulate over time. Sludge will
be removed as needed, however to maintain the efficient
operation of the system.
A review has been made of the site for cultural resources.
None are apparent but you may wish to observe the excavation
for possible finds. If so, contact our office.
The actual amount of material required for pads and dam may
vary from the estimates. The design will attempt to balance
cuts and fills as close as possible. If additional material
is required after construction is complete on the lagoon,
the contractor and owner will negotiate on the price and
location of borrow areas. Any movement of topsoil is in
excess of amounts specified below:
Note: Design Capacity =
(excludes 1' freeboard)
Excavation Estimate =
Embankment Estimate -
Estimation of Pad Fill = 73 9
ILAA Cut -Fill Ratio
JOB CLASS^ DATE Z- / 7J
Designed by: .�Jaune /1 _ /`� t,f7V _-SC 7-
Design Approva �[� Date:��/,r�3�
O Tna Soil Conservation Service
`J en agency or the
Deoertment of AgMuRvs

J � 1 e !' .I .] I// a l_ � •� .'� �� � � ' 1
k I
r '
h � it � � • • 4h I !F � • / I •' �
m ' r ,ti ( All , v,

�: •,�• I �.) •.i'. ``�•:'3,'. ICY r:4;• ��C r v,., .e. `L��''��
-� � y���•C� •- ;•",'•i� 11l :: I Y ,M, � r�' �w �1 �� ' C�' {�.� y _ ' r t �� r
� t �
I
� A � c�•y l` ice' I�/ " •' � �t��2.• ' � ��
�� � � � � +• . \ .+1� _. Tip _. �' �f�
� � !/ ,��r � + Cam, • � \• ..
! I' i •
it �

� 1
y Y 1 • :�. fir, .i.. +Sbir`:
' it �' � `1�r•�t •%•-Jlria4 : �Lw •r ,A�'a .i •'4 Y •3� ''r. ; .�
. _, i•i 7�t., ''iu!'r1:,_�1 i "� o ,fit i<� �' Wv L`
.i
�. � :• -•:�1 dry _"+.:3�SL
• �'�Y'i '•S t�, rtaC
416
. ��" r "'�, �� ti;' fr nor , +'�� i' ♦e �
ti ,
� ° -ra � -•L }i
' •�' ..

UNIFIED CLAZIFICATION
1 USDA CLASSIFICATION -
GW •.Well graded gels: paval. sand
gravel
GP ; Poe ly graded gravels
a - sand •
GN = Silty grovels; paw I-MM"llt Ws
rfs - very fine ssAd .
GC -Clayey itrawls; atvel sand -clay siz
sl -seed: loam -
SW- Well 'gradadasaads; "2014flow mix--.
fsI-fine sandy laws`
SP- Poarly-�radiid, eastds., . .; ... . '
•,�1- lotas . .. . .
Sid -Silty szod
gl-gravelly lam
SC - Clo"T sands; saw -clay
21. sl It . .
UL- Silts: sftoV.finesaod5.sandya:claMsilt
sil-silt loam
CL-Clays of low to medium plasticity
cl-clay loam
CH-tmorgsaic cloys of WO pbwUfeit}
sicl-silty clay loam
MH -Elastic silts
sel -sandy clay loam
OL-Organic silts wed silty clays. taw plasticity
Sic _Silty clay
OH - Organic clays, medium to h16 Plasticity
c - clay
L 0Yes fDdo -tAuftetw omp Ibar41 ea ak�rA e�
"urea aldd
REMAI .
7�
/
Af
2 Ltstain hasar& regairbw sped ■ttention in design (!Avm *. wmnn,.rw* i*-A
I-ENERAI. REMARKS:
24.
Z,5
25
27,
28
29
30
131
132
h 33
34
35
36
37
38
33
40
41
.42
43
44
45
48
47
48
49
50
SI
r
t
I
_I_

Facility No: 09-94
Farm Name: McKoy Farm
Subject: Amendment to Waste Utilization Plan
Date: August 1998
Technical Specialist: Danny Bailey
Cooperative Ext. Service
Clinton, N.C. 28328
[phone]
Background to Amendment:
Upon inspection of facility No. 09-94 by Scott Faircloth
(Division of Soil and Water) on 6/18/98, the following was noted:
"The current waste utilization plan was written for.20 acres of
fescue grass." "It was noted on the inspection form that hybrid
bermudagrass had been sprigged on the 20 acres."
However, approximately 2.5 acres does not support bermudagrass
due to wetness and should be seeded to fescue during the fail of
1998. The remaining 17.5 acres should remain in hybrid
bermudagrass since the stand is adequate. Approximately 13 acres
of the bermudagrass will need to be overseeded with small grain
each year and removed as hay by late March to mid -April. The
field summary and map are attached as an amendment to this plan.
Dann ai ey
Technica Specialis
Date

1 E.e v e t 1/ E IRS • 4 Aof
.Au��sr q98 ��cKor r=.a,eyl
l
WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
SOIL
TYPE & CLASS--
CROP
YIELD
LBS
COMM N **
* LBS
DETERMINING PHASE
CODE
AW N
PER ACRES
AW
PER AC
AC
USED
7TFIELD
P. �PLIC
TIME
.w
••
/yrev: �
f
..2 � N a
i v L c
�- Ep,J
a1.s Y
3.
/ 7
��. s
�,o e. - sE
` C /7
l Grp Al
�. J
• �r
Z . S
/ — 11YA
Sil►�//
` G c /f
t- o �/
v,rE�sc' 4 57` Y L
.�srQ
.2 Stir Lc A
G,Ga ,v
/NAy
3,� i
/ 7 0
TOTAL s _3
SIALI
SkR %s aR Jr%
_r-f*''.t*'.. '� .-"/> /J .�.Y.A,crN Y r/3 /'St •(- r Y �[' d ciQCt�%� '�� zZ Y / �4` /� ✓i �-G`

OVERSEEDING BER14UDAGRASS
W/RYE, RYEGRASS
Overseeding. The grazing season can be lengthened by overseeding
berinudabrass with a winter annual grass such as rye and ryegrass
(Fig. 10) or a legume such as crimson clover. In recent studies, dry
matter yields of 2,500 to 5,000 pounds per acre have been obtained
during the cool season from winter rye or Italian ryegrass, depending
on the management system. The higher yields were obtained when
the winter annuals were cut for .hay. The reductions in yield of
Coastal as a result of overseeding, varied from 1,200 to 2,500 pounds.
Higher net yields were obtained from utilizing rye rather than rye-
grass. Some problems are yet to be resolved in overseeding bcrmuda-
grass, but the practice is desirable under certain conditions. In areas
-where bcrmudagrass is the only pasture species available, 25 to 50
percent of the acreage may be overseeded with winter annuals in or-
der to provide supplemental grazing during periods when Bermuda is
dormant (Fig. 11).
Two bushels of rye per acre planted in October and fertilized with a
complete fertilizer is suggested at ehe present time. When over -
seeding bcrmudagrass hay fields with winter annuals, it is important
that the bermuda be clipped to a stubble height of 3 inches or less.
Bermuda that has been used primarily for pasture will tend to have a
th;rker sod than under hay management. Therefore, grazing to a
height of 1 to 2 inches is advisable prior to overseeding.
Overseeding may be accomplished by using a sod-seeder'or a grain
drill, if the grass has been brazed to an inch or less and soil conditions
permit proper penetration of the seeding implement. In other cases a
light disking may be required prior to seeding with a grain drill or
broadcast sender.

v
Aw t
. .
ok

WASTE UTILIZATION PLAN
----------------------
Producers name: John McKay Date: 06/23/93
Address: Rt.2, Box 639 E-Town, NC County: BLADEN
Type of Production Unit: FEED -FIN
Type of waste facility: Anaerobic Lagoon
Your animal waste management facility has been designed for a
given storage capacity. When the waste reaches the designed
level, it must be land applied at a specified rate to prevent
pollution'of surface and/or ground water. The plant nutrients
in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops on the fields
where the waste is to be applied. This waste utilization
plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle and annual soil tests
are encouraged so that all plant nutrients can be balanced for
realistic yields of the crop to be grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value
of'the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the
needs of the crop to be grown and the nutrient content of the
waste. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infiltration
rates and leaching potential. Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximze the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to planting. Injecting the waste
or disking will conserve nutrients and reduce odor problems.
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Acreage require-
ments may be more or less based on the waste analysis report
from your waste management facility.
The design of your waste management facility is based on the
following:
Amount of Waste Produced Per Year:
----------------------------------
1920 animals X 1.9 tons waste/animal/yr 3648 tons
total waste

r:
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be 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
constant throughout the year and from year to year. This
estimate is based on 7 inches of excess rainfall which is
equal to or exceeds the highest 6 months excess in a year.
The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches 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 any time between
these two elevations for operating convenience as site
conditions permit (weather, soils, crop, and equipment 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 runoff from the field
or damage to crops.
The following items are to be carried out:
1. It is strongly recommended tha 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 pre -
charging is completed, 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 S) before land application.

7
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 50.30 as marked by permanent markers. Stop pump -out
when the fluid level reaches elevation 48.30 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria). The design temporary storage, less 25 year
storm is 98335 cubic feet or 735549 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 0.4
inches per hour.
5. Keep vegetation on 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 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 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.
NOTES:

/v
Operator:J.McKOY County: BLADEN Date: 07/15/93
Distance to nearest residence (other than owner): 1200 feet
1. STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) X 1417 lbs. -- 0
0 Sows (farrow to feeder) X 522 lbs. = 0
1920 Head (finishing only) X 135 lbs. = 259200
0 Sows (farrow to wean) X 433 lbs. = 0
0 Head (wean to feeder) X 30 lbs. = 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) - 259200
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 259200 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1.0 CF/lb. SSLW
Volume = 259200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top: length 280 feet ; width 230 feet
Top of dike at elevation 52.00 feet
Freeboard 1.0 feet Side slopes 3.0:1(inside)
Total design lagoon liquid level at elevation 51.00 feet
Bottom of lagoon at elevation 42.00 feet
Seasonal high water table elevation 48.00 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 274.0 224.0 9.0❑
AREA OF TOP
LENGTH X WIDTH
274 224
AREA OF BOTTOM
LENGTH X WIDTH
220 170
61376 (Area of Top)
37400 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
247 197 194636 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsection)+Area Bottom] X Depth/6
61376 194636 37400 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 440118 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
280 230 64400 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 64400 Square Feet
___> Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 259200 Lbs. SSLW X CF of waste/lb/day X. 180
Volume = 63452 Cubic feet
B. 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 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 Inches X DA / 12 inches per foot
Volume = 37566.667 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot X DA
Volume = 37567 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 63452 Cubic feet
5B. 0 Cubic feet
5C. 37567 Cubic feet
5D. 37567 Cubic feet
TOTAL 138585 Cubic feet

lZ
J,T ; . 4
Total required volume = 397785 Cubic feet
Total design volume avail.= 440118 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 259200 Cu. Ft.
At elev. 48.30 Ft; Vol= 285058 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 402551 Cu. Ft.
At elev. 50.30 Ft; Vol= 397883 Cubic feet (start pumping)
Seasonal high water table elevation is 48.00 Feet, which must
be lower than the elevation of top of treatment volume 48.30
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:

... . \ ��...� /..
Soil Conservation
Service
..
Rev. 6Z82
EARTHWORK
COMPUTATION
SHEET
\� '
NAME: _-_J.McKoy
__________________
.
SETTLED
TOR DIKE
ELEVATION:
52.0
.
TYRE EARTHWORK:
_X_ Dike
_3;1_ SS _
12'_Top:
Excav:
Pad
STATION
ELEV.
FILL
END AREA
SUM OF
DISTANCE
DOUBLE
GROUND
HEIGHT
(Sq. Ft.)
END AREAS
(feet)
VOLUME
O
51.0
1.0
15
.
106
m0.0
2.0
ae
si
106
5406
Z06
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46.5
5.5
156.75
291.75
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25091
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45.8
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215.07
971.82
100
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599
45.@
6.7
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42G.1#
56
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655
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.
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°
l9
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. Doeble
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of Fi: zz =
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of 1
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C:
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rate:
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US , Department of A rigu I tuEl
Mrs{ I Coriservat i . r, er-vi
PLANNED
QUANTITY CALCULA.? 11=,N
prepared for
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i ro
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Date 01 J 1 f&PZ"3 Date
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sot i Canservat t jrr, �et�v��
PLANNED
QUANTITY CALCULATIONS
prepared f _,r-
In
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North
C:arc
i i na
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F". i-'
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W
Page 1 of 3
North Carolina AgricuIturaI Extension Service
A&Ti-Waste Management
BWViCW aid ABr=uLhad E1baftTing North C.WVh"a Sh& Lhziwrsity
�.rv�sroi� Weer Sew , ANA=TS AM CALCULLTIOII
OF LAM AP.v.UCATION BASS
James C. Barker*
1. SAKn _V COLLE=OS
A. 54mi-Solid Lot 14aara
I. Scraped directly fro® lot into spreader
a. Fran loaded spreader, collect about 2 lbs of assutre frow
dUferrmt locations using nonsstallie collectors.
U. ftm stozar
a. Collett about 2 lbs of amoure from = der tba surface crust
avoids g bedding materials and using noweetallic Collectors.
B . Liquid baawe Sleety
I. Under -slotted -floor pit
a. Extend a 1/2, nonmetallic conduit open on both ends into
manure to pit floor.
b. Seal upper end of conduit (e.g., by placing a thumb over end
of conduit) trapping manure that has enter -ad lover and, remove
and empty slur-7 into plastic bucket or nonmetallic container.
c. Take subsamplas from 5 or more locations or at least 1 quart.
d. Mix and ,add about, 3/4 pint to nonmetallic sample container.
ii. Exterior storage basin or tank
a. !lake sure manure has been well mixed with a liquid manure
chopper -agitator pump or propeller agitator.
b.jake subsamplas from about 5 pit locations, from agitator pump
or from manure spreader and place in a plastic bucket.
+t * Professor and Extension Specialist, Biological and Agricultural Engineering
Department, North Carolina State Un?versity, Raleigh, NC.

Page 2 of 3 17
9
H. UJOLi FWARATION AND TRANSFIR
A. Plats sample into an expandable container that can be sealed. Rinse
residues from container with clean water but do not use disinfectants,
soaps. or treat in any other way.
B. Pack sample in ice, refrigerate. freeze, or transfer to lab quickly.
C. Hand -delivery is most reliable way of sample transfer.
D. If mailed, protect sample container with packing material such as
newspaper, box or package with wrapping paper, and tape.
E. Commercial sample containers and mailers are also available. Contacts:
i. AEI. Eastern Agricultural Lab. Inc. iii. Polyfoam Packers Corp'.
7621 Vhitepine Road 2320 S. Foster Avenue
8ichmand, VA 23237 Vheeling, IL 60090
Ph: [phone] Ph: [phone]
ii. Fisher Scientific Co.
3315 Vinton Road
Ralelo, NC 27604
Ph: [phone]
iv. MASCO
901 3anasvills Avenue
Fort Atkinson, VI 53333
Ph: [phone]
P. Private analytical labs are available, but sm*le arialysss are costly.
C. The MCDA provides this service for forth Carolina residents.
i. Address: North Carolina Department of Agriculture
Agronomic Division
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P.O. Box 27647
Raleigh, 5C 27611
Ph: [phone]
Attn: Dr. Ray Campbell
ii. Forward $4 along with the sample.
iii. Include the following identification information with sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (svine-nursery, finishing; turkey -breeders,
brooderhouse, grower, number flocks grown on litter; etc.)
c. Waste type (dairy -lot scraped manure, liquid slurry; svine-pit
slurry, lagoon liquid, sludge; broiler -house litter, stockpile
iv. Routine analyses performed on all samples: N. P. K. Ca. iig, NA.
S, Fe, Mn, Zn, Cu. B
v. Additional analyses performed upon request: DM, No. Cd, Ni. Pb

S
t n"MATION AND TRAMM
Attachment i 0 f.
Pass 3 of
le into act ex
pandable xpandable Containsr that *an be sealed.
` lrvs esat aLner v19h clew water bait do not use distafee t
rti 'ss�s, or treat in ash► other say. �►�
*�A. Pftk ample in ice, refrigerate. irate, or transfer to lab quietly.
!` C. Bo d-delive is east rsliable x7. *a7 0f sptpls traast*r.
D. If nailed, protect ample container with pecking mterial suah as
newspaper, boas or package with Trapping payer, and tape.
S.
Castsercial sample containers and mailers
are also available. Contacts:
:.y
i. Add. Eastern Agricultural Leb, Inc.
ill. Polyfosa Packers Corp.
7621 vhitepine Road
2320 S. Foster Awe
-.
Richaoad, 4A 23237
VhesjLng, IL 60090
Ph: [phone]
Fb:--'[phone]
ii. Fish Eaieatitic Co.
,'�'`
3313 Yiatan Read
901 Janes Me Aanse
Raleigh, WC 27604
Fort Atkinew. 9T 53338 • }
Ph: [phone]
Ph: [phone]
Private analytical labs are available, but sample analyses are aostly.t
�# C.
She RCM provides this service for North
Carolina residents.
A
1. Address: north Ce .11m Departoent
of Aoia'gltme
—
11 c VIV"iM
L
,
Plant/Waste/Solution Adtisosy Section .
Blue Ridge Road Canter
P.Q. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Ray Campbell
ii. Forward $4 along with the sample.
iii. Include the following identification information with sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (swine -nursery. finishing; turkey -breeders,
brooderhouse, grower, number flocks grown on litter; etc.)
c. Waste type (dairy -lot scraped manure, liquid slurry; wine -pit
slurry, lagoon liquid, sludge; broiler -house litter, stockpile
iv. Routine analyses performed on all samples: N, P. K. Ca, Fig. He.
S, Fe, Mn, Zn, Cu. I
r v. Additional analyses performed upon request: Del. No. Cd, Yi. lb

,
LANDOWNER - SOIL CONSERVATION SERVICE RESPONSIBILITIRS
--�— Date:
Oporator:
This is to review the reap6nsibilities of the Soil
Conservation Service and operators in planning, design,
construction, and.operations and maintenance of livestock
vast* management systems.
SCS RESPONSIBILITIES:
1. Investigate site or sites With owner to evaluate
location, soils, area needed to receive effluent,, etc.
2. Survey and design system to meet SCS and State guides.,
3. Review design with operator.
4. Layout for construction as needed.
5. Construction check and certification.
5. Follow-up to assure operation and maintenance plan
being followed.
OMER/OPERATOR RBSPOSSIBILITIES:
1. Locate or agree to location of operation.
2. Review and concur in design before construction
b*gins, including location of land and area/crops
needed to receive effluent,
3. Assure that practice(s) is/are constructed as
designed.
4. Maintain and operate system to meet State standards,
including pumping all excess effluent on crops and/or
pasture that will utilise nutrients in effluent per
enclosed plan. Effluent should be applied at rate and
amount to prevent runoff or leaching.
5. Construct and operate system so as to comply with local,
state and federal regulations.
WASTE MANAGEMENT SYSTEMS THAT ARE NOT OPERATED AND
MAINTAINED PROPERLY MAY BE IN VIOLATION OF STATE AND FEDERAL
REGULATIONS.
Some deficiencies in construction and operation that have
occurred and, in some instances, caused complaints, are:
1. Areas around buildings and lagoons not vegetated.
2. Vegetation npt maintained by moving and fertilizing.
3. Waste flowing over lagoon banks.
4. Waste from lagoon flowing through open ditches or pipes
into ditches, streams, ponds, etc.
Should any of these problems occur, contact our office
immediately.

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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 earthfili areas shall be performed
to the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of b" 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 backf illed and compacted with a SCS approved
material (i.e.-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.

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 5.0 ACRES
USE THE SEED MIXTURE INDICATED:
0.0 LBS. FESCUE GRASS @ 60 LBS. PER ACRE
(BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0.0 LBS. "PENSACOLA" BAHIA GRASS @ 60 LBS. PER ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDIPiG DATES: MARCH 15 TO JUNE 30
40.0 LB HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. RYE GRAIN @ 30 LBS. PER ACRE (NURSERY FOR FESCUE)
0.0 LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
5000 LBS. OF 10-10-10 FERTILIZER (1000 LBS. PER ACRE)
10.0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
500 BALES OF SMALL GRAIN STRAW (100 BALES PER ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVING 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 BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

U. S. Department of Agriculture NC-ENS-34
Soil Conservation Service Sepptember 1980-
File Code: 210
..HAZARD "SIFICAT.ION^ DATA SHEET FOR DAMS.
Landownery ! Alf,
Communit or '� u{ .t=::�y;�. ;���r+.���.E,;,�•, �.. ..� , " � �
y Gy;aupCa�nservativn Alan Nb'.�
Estimated Depth .afr *a r'..: c Top. _- Ft. Length"of flood Pool Zoa-;�Ft.
Date of Field Haiai4'Ini vestlg ticiti
Evaluation by reach of flood plain downstreamn to the point of estimated minor effect
from sudden dam failure.
_Est.ev. :Est. El,evation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use -Improvements : Above `:Floodwater Above
: Flood Plain: Flood Plain
.t. t_ % Ft. t.
• r
2
3 .
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
ell
T4/
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
By
Classification (I, II Ii , IV, V)
name
e
Concurred
ame tit e
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 7-- I- i 3
Date 7-/-r- f,

u. SCS-CPA-gas
Soil L`ie11l3vffl§5On Service (June 91)
HIGHLY ERODIBLE LAND AND WETLAND
CONSERVATION DETERMINATION
4, Name of USDA Agency or Person Requesting Determination
1. tVame anQ Pooress al eef son
Delma Autry
Rt. 2, Box 641
E-ToWn,NC 28337
s. uate 01 heck" J C,
4/26/93 , /� J
3. County Bladen
S. Farm F2T23 o USDA I1?T#2448
SECTION 1- HIGHLY ERODIBLE LAND
6. Is soil survey now available for making a highly erodible land determination? Yes ® No ❑
FIELD N0.1s)
TOTAL ACRES
7. Are there highly erodible soil map units on this farm? Yes ❑ Nolk
8. List highly erodible fields that, according to ASCS records, were used to produce an agricultural commodity in any
crop year during 1981-1985.
9. List highly erodible fields that have been or win be converted for the production of agricultural commodities and,
according to ASCS records, were riot used for this purpose in any crop year during 1981.1985; and were not
enrolled in a USDA set -aside or diversion program.
10. This Highly Erodible Land determination was completed in the: Office Field ❑
SECTION It - WETLAND
FIELD NO-(s)
TOTAL ACRES
11. Are there hydric soils on this farm? Yes CK No ❑'.r:
' L;
12. Wetlands (W), including abandoned wetlands, or Farmed Wetlands (FM or Farmed Wetlands Pasture (FWP).
Wellards may be farmed under natural conditions- Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23, 1985, as long as they are not
o
abandoned
13. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23, 1985. The use, management,
drainage, and afteration of prior cormerted cropland (PC) are not subject to the wetland conservation provisions uriless
fhe area reverts to wetland as a ►esuh of abandonment.
14. Artificial Wetlands (AM. Artificial wetlands includes irrigation -induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
15. Mwanimal Effect Wetlands (MM. These wetlands are to be farmed according to the minimal -effect agreement signed
at the time the minimal -effect determination was made.
16- Vatigation Wetlands (MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23, 1985 and November 28, 1990,
17. Restoration with Violation (RVW-year). A restored wetland that was in violation as a result of conversion after
November 28, 1990, or the planting of an agricultural commodity or forage crop.
18. Restoration without Violation (RSW). A restored wetland converted between December 23,1985 and
November 28, 1990, on which an agricultural commodity has not been planted-
19. Replacement Wellands (RPM. Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site. <
20. Good Faith Wetlands (GFW+year). Wetlands on which ASCS has determined a violation to be ,in good faith and the
wetland has been restored, . .4
21. Converted Wetlands (CW). Wetlands converted after December 23, 1985 and prior to November 28, 1990. In any
year that an agricultural commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
22. Converted Welland (CW+year). Wetlands converted after November 28, 1990. You will be ineligible for USDA
program benefits until this wetland is restored.
23. Converted Welland Non -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs,
cranberries, vineyards or building and road construction.
3 L
24. Converted Wetland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
by SCS.
25- The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
with FSA.
26. The planned alteration measures on wetlands in fields are not considered to be maintenance and if
installed will cause the area to become a Converted Wetland (CM. See item 22 for information on CW+year.
27. The weltand determination was completed in the office ❑ field 99 and was delivered❑ mailecqg to the person on
28. Rem n
w...a,>rc7L1.�. � � t°Hc-�•F `fi" �j�, l� ,4csus) L.�Gr.r - u�-e'��l►� a ".
29- 1 rrrrify char rhr ahem dtrrrrrrinarion is rorrrrr and adequarr fnr use in dertrmirrin,930. Signalum of SCS District Conservationist �31. Date
rlikihiliry fnr USDA program hrnefrrs, and liar Kerland hydrology, hrdrir soils, and
hvdrephyric vrgerarlon undrr normal rirrumsran,-es erica on all arras ourlinrd car
Wetlands. Farmed Wetlands. and Farmed Wetlands Pasture.
As xhdrwsar end prog amr of ow Solt Conaerverion Sw vlor avdinbrr wlthmd angered to rem. nWtlon, color, rrx, aW, or hr+rdi�rp.
5(;.ti (:(elan•

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USCoDepartment,of Agriculture NC -CPA 16
Soil' nservation Service 4-92
ENVIRONMENTAL EVALUATION
Land User/Owner County T3LA1403
Location/Tract,& Field Number 1D851;0V Acreage
Prepared by S. +tl+grza Date 3-2-3 -S S
Brief Description of
Planned
Practice/RMS/Project
Measure:
w,r �J F7 .,e4-
L.�o tC �c�/� S �o�r - �..�c �%J� i4�.Ms .as-t S' z�rs�r.s . � c s s a� f Sc L �rL�• �� � p ��l ''r�i
�_ t doter �m� A.cr sa,r ms:s
Environmental Factors and -Resources to Identify and Evaluate J c
1. Is wetland included in the planning area: (References: NCPM;
190-GM 410.26; Hydric soils list; Classification of Wetlands and
Deepwater Habitats of the U.S.; National Wetlands Inventory Maps;
NFSAM.
No
Yes - If yes,
-- Identify types present -
-- Attach environmental evaluation showing what effect
planned assistance will have on wetland and how this
assistance is within policy
yes -- Have needed permits (CAMA, DEM, Corps, etc.) been
obtained by the landuser?
L-a. ,l, ,,, Make sure no planned practices will put the landowner in
violation of swampbuster
2. Endangered and/or threatened species: (References: 190-GM
410.22; Technical Guide Section I-i(13) and Section I-vii
x No
Yes
--- Identify species.whose range and habitat needs indicate
they might occur in planning area
-- Identify on map any designated critical habitat

3. Is a designated natural or scenic area indluded in the planning..,
area or will planned actions impact on an­adja6ent natural or
scenic area? (References: 190-GM 410.23 and .24)
No
Yes - If yes, encourage landuser to consult with concerned
agencies, societies, and individuals to arrive at
mutually -satisfactory land"iis�e 'and treatment.
4. Does the planning area include the 100-year flood plain?
(References: NCPM; 190-GM 410.25; HUD Flood Plain maps)
_..,V- No ,
Yes - If yes,
-- Is the assisted action likely to have significant
adverse effects on existing natural and beneficial
values in the flood plain?
---Is there a practical alternative outside the flood
plain? "
-- Has the flood plain been used for agricultural
production for at least 3 of the last 5'years?
5. Is an archaeological or historical site located in the pl`anning
area? (References: NCPM; 420-GM 401; National Register of
Historic Places)
No
Yes - If yes, have steps been taken to ensure the
protection of this area?
6. Are there any prime, unique, or locally important farmlands in
the operating unit? (References: 310-GM)
No
Yes - If yes, identify on a soils map or legend. Le�
7. Will the action result in sodbusting?
No Yes i,.� OOL4 -.4-_ A O-e N EE Pam_ k, �°� <<►
U 5 Lek
8. Will the action result in swampbusting?
No Yes
9. Is there a potential for controversy? From whom?
No Yes

10. Are permits required?/Should the person contact permit agencies?
No Yes
J When an environmental factor or resource is identified on the
site, the user will refer to the appropriate reference for policy
and document the appropriate action in the notes portion of this
form.
NOTES, DOCUMENTATION, FOLLOW-UP
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EMERGENCY ACTION PLAN
PHONE NUMBERS
EMERGENCY MANAGEMENT SYSTEM /
SWCD_ 916; - _59.=2-___7?2r3
NRCS &) y - ems` j
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
delve your property to consider that you have a problem. You should make ever), effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow— possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoffrom 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 —actions 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 —actions include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
December 18, 1996

0 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 actions:
a. Dig a small sump or ditch away from the einbankment to catch all seepage,
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office; Phone . After hours, emergency number: 1-800-858-0368.
Your phone call should include: your name, facility, telephone number, the details
of the incident from item 2 above, the exact location of the facility, the location or
direction of movement of the spill, weather and wind conditions, the corrective
measures that have been undertaken, and the seriousness of the situation.
b. If spill leaves the property or enters surface %eaters, call local EMS phone number-
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number , local SWCD office phone number
and local NRCS office for advice/technical assistance; phone number
4. If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractor's Name: E 4 A 1 '__� �A_
b. Contractor's Address: GG_r 1 Z
c. Contractor's Phone: C, k 0 5 -t_1_, 4!VA1.1 1
2 December 18, 1996

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

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead C Swine production Vegetative or wooded buffers
IV/Recommended. best management practices
i
0 Good judgment and common sense
Animal body Y Dirty manure -covered IV Dry Boors
surfaces animals
Floor surfaces c Wet manure -covered floors I Slotted floors
i
lug' Waterers located over slotted floors
❑ Feeders at high end of solid floors
❑ Serape manure buildup from floors
Underfloor ventilation for drying
Manure collection i Urine ❑' Frequent manure removal by flush, pit recharge,
pits o Partial microbial or scrape
decomposition 0/ Underfloor ventilation
Ventilation exhaust Y Volatile gases 17 Fan maintenance
fans . Dust CV' Efficient air movement
Indoor surfaces o Dust %shdown between groups of animals
0 Feed additives
❑ Feeder covers
❑ Feed delivery downspout extenders to feeder
covers
Flush tanks 0 Agitation of recycled lagoon ❑ Flush tank covers
liquid while tanks are filling ❑ Extend fill lines to near bottom of tanks with
anti -siphon vents

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
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 with
liquid while pits are filling anti -siphon vents
Lill stations • Agitation during sump tank ❑ Sump tank covers
filling and drawdown
Outside drain • Agitation during wastewater ❑ Box covers
collection or conveyance
junction boxes
End of drainpipes • Agitation during wastewater ❑ Extend discharge point of pipes underneath
at lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions Proper lagoon liquid capacity
• Biological mixing Correct lagoon startup procedures
• Agitation 3' Minimum surface area -to -volume ratio
a Minimum agitation when pumping
❑ Mechanical aeration
❑ Proven biological additives
Irrigation sprinkler • High pressure agitation 03rrigate on dry days with little or no wind
nozzles . Wind drift E ,/Minimum recommended operating pressure
(" Pump intake near lagoon liquid surface
0 Pump from second -stage lagoon

Swine Farm Waste Management Odor Control Checklist
Source Cause I3MPs to Minimize Odor Site Specific Practices
Manure tracked onto • Poorly maintained access CY Farm access road maintenance
public roads from roads
Farm access
Additional Information: Available From:
Swine Manure Management; .0200 Rule/BMP Packet NCSU, County Extension Center
Swine Production farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU—BAP-
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush —Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; Plli-33
Environmental Assurance Program; NPPC Manual
NCSU--BAE
NCSU--BAE
NCSU—BAE
NCSU—BAE
NCSU---Swine Extension
N.C. Pork Producers Assoc.
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agricultural Communications
Nuisance Concerns in Animal Manure Mariagement: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Feed storage • Accumulations of feed O Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or
providing adequate containment (e.g., covered bin
for brewer's grain and similar high moisture grain
products)
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding • Accumulations of animal C3 )eliminate low areas that trap moisture along fences
areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
Cl Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure • Accumulations of animal 11 Remove spillage on a routine basis (e.g.,
handling systems wastes 7- to l0-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
13 Provide for adequate drainage around manure
stockpiles
O Inspect for and remove or break tip accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Flush gutters • Accumulation of solids
Liquid Systems
f3` Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
Remove bridging of accumulated solids at
Lagoons and pits • Crusted solids Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to S inches
over more than 30 percent of surface
Excessive vegetative . Decaying vegetation 0 Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
Feeders Feed spillage 0 Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
0 Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)

Mortality Management Methods
(check which method(s) are being implemented)
❑ Burial three feet beneath the surface of the ground within 24 hours after
knowiedQe of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
®----Rendering at a rendering plant Iicensed under G.S. 106-I68-7
❑ 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 %"alue without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 18, 1996

ANIMAL ASTE_MANAGEMENT PLAN CERTIFICATION FOR EXISTING FEEDLOTS
Please return the completed form to the Division of Environmental
Management at the address on the bottom of this form.
Name of farm (Pie e print) f /-m %'
Mailing Address: g 2.
Phone Number: MCC
County (of farm)
Farm location: Latitutie & Longitude:
(required) Attach a copy of a county road mah ation
identified.
Type of operation (swine, layer, etc.)
Design capacity (number of animals) p ! S1
Average size of operation (12 month pop. avg.)
Average acreage needed for land application of waste (acres) S
Owner/Manager Agreement
t
S
I (we) understand the operation and maintenance procedures b
established in the approved animal waste management plan for the
farm named above and will implement these procedures. I (we) now
that any expansion to the existing design capacity of the waste ZT2 h
treatment and storage system or construction of new facilities wilg
require a new certification to be submitted to the Division of
Environmental 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 & Water
Conservation District.
Name of Land Owner rJ" 'C e 122,4ozzeZ SAP,
(P se Print)
Signatur Dater
Name of Manager, _J�
(if different from owner, Please print)
Signature: Date:
NOTE: A change in land ownership requires notification or a new
certification (if the approved plan is changed) within 60
days of a title transfer.
DEM USE ONLY: ACE ## g(jW$Q(p

Animal Waste Certification
Page 2
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil &
Water Conservation Commission pursuant to 15A NCAC 6F .0005, I
certify that the existing animal waste management system for the
farm named above has an animal specifications of the Division of
Environmental Management and the USDA -Natural Resources
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 the 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 utilization equipment; schedule for timing of
applications; application rates; loading rates; and the control of
the discharge of pollutants from stormwater runoff events less
severe than the 25-year, 24-hour storm.
Name of Technical Specialist
(Please Print)
Affiliation (Agency) J4 S'68_ k4lQ
Address ? G. 1 a ('4 nti T ;� �� /�f �'- 7 2
Phone Number q'q - ,., E - 4 3 6"
Signature
Please send completed form to the following:
Date 9c' - qS
Department of Environment, Health and Natural Resources
Division of Environmental Management
Water Quality Section, Planning Branch
P.O. Box 29535
Raleigh, North Carolina 27626-0535
Phone: [phone]

WASTE MANAGEMENT PLAN
ITEMS TO BE CERTIFIED
Meets NRCS or SWCC
Standards & Specs.
YES NO
1. Collection
2. Storage V
3. Treatment V
4. Application
5. Other Use
Tech. Specialist
Signature
DESIGN/INSTALLATION
0
Certification that the System (Structural and Maintenance) meets requirements
that "No Discharge of Pollutants Occurs To Surface Waters Of The State By Any
Means Except As A Result Of A Storm Event More Severe Than The 25-Year,
24-Hour Storm."
Certifying Technical Specialist
1 j a2L,' C�

Michael F. Easley, Governor
William G. Ross Jr_, Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
May 1, 2003
John McKoy
3M's & T Inc.
555 McLean Road
Elizabethtown NC 28337
Subject: Certificate of Coverage No. AWS090094
3M's & T Inc.
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County
Dear John McKoy:
On April 28, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs the
Division of Water Quality (Division) to extend the expiration date of the Swine Waste Operation General
Permit AWG100000. Therefore, the General Permit has been re -issued by the Division to extend the
expiration date to October 1, 2004. During the period of this extension the Division will be working with
all interested parties on the development of a new version of the Non -Discharge General Permit.
In accordance with your application received on March 5, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to John
McKoy, 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
supercedes and terminates your previous COC Number AWS090094 which expired on April 30, 2003.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the 3M's & T Inc., located in Bladen County, with an animal capacity of no greater
than an annual average of 1920 Feeder to Finish 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 October 1, 2004. Pursuant to this COC, you
are authorized and required to -operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
�A
m
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Customer Service Center
An Equal Opportunity Action Employer
Internet httpl/ti2o.enr.state.nc.Wndpu
Telephone [phone]oa3 Fax [phone]
Telephone [phone]
50% recycled/10% post -consumer paper

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 NRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any 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 (910) 486-154I. If you need additional information concerning
this COC or the General Permit, please contact Sue Homewood at [phone] ext. 502.
Sincerely,
v. .
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Water Quality Section
Bladen County Health Department
Bladen County Soil and Water Conservation District
Permit File AWS090094
NDPU Files

North Carolina Cooperative Extension Service
NC STATE UNIVERSITY 1 0
Farm Name: McKoy Farm
Farm Owner: John McKoy
Facility No: 09-94
Tech. Spec.: Danny Bailey
Subject: Revision of WUP
College of Agriculture end Life Scisoces
Sampson Country Center
369 Rowan Road
Clinton, NC 28328
[phone]
[phone] (fax)
Find enclosed two field revisions (R5 &- R6 from Berimudagrass to row crop),
along with additional leased land (T2462). Fields R5, and R6. normally will be
planted to soybeans or wheat (small grain for grain). However if corn is planted
on R5 or R6, the realistic yield is 50 bu./acre. The nitrogen rate will be 43
lbs./acre since the crop would follow soybeans.
The addition of tract 2462 is shown by soil type by irrigation pull. Note the
differences in realistic yield and nitrogen rates in pounds/acre/yr.
Owner Signature Tech. c. Signat
io1Zi0-L
Date
QG7" ,? — oZ--
Date
Employment and program opportunities are offered to all people regardless of race, color, national origin, sex, age, or disability.
North Carolina State University, North Carolina A&T State University, U.S. Department of Agriculture. and local governments cooperating.

WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
e9S _�
ItJ1C7' I'IELU 50I1, TYPI; & CLASS CROP YIELD I,I35
DETERMINING PHASE CODE AW N
PEI? AC.
w
�Q r� oe/ Z— c /7 NAr v /
`ol4l'5 If LIV;-
Pr;rt AC[t[-:.)' AW
AC uIS r;u 7
A'T[A c.
'I'Ir�r1:
. i
3zG
�3 Bey 3.� i /73
3•EPT.- rho
F-1 1,
f -r
op, r—�
I /
'";o - 5Z 7-
a_d'—1 W14 ovEiLSE F c� /- v � 50 Fr � p � ;� - •�►. %�
r Z+f-oY /el
L c f
'C-Erc..F
fUU
av v
��►.c4 -� --� 3 -
S Ec .✓ � s'i �� q,='
�Q r� oe/ Z— c /7 NAr v /
`ol4l'5 If LIV;-
Pr;rt AC[t[-:.)' AW
AC uIS r;u 7
A'T[A c.
'I'Ir�r1:
. i
3zG
�3 Bey 3.� i /73
3•EPT.- rho
F-1 1,
f -r
op, r—�
I /
'";o - 5Z 7-
a_d'—1 W14 ovEiLSE F c� /- v � 50 Fr � p � ;� - •�►. %�
r Z+f-oY /el
L c f
'C-Erc..F
fUU
av v
��►.c4 -� --� 3 -
S Ec .✓ � s'i �� q,='

WA3Yfi 4frr1.,IZArViN PhAN
A
TAUbU 1. ACRES UY 111(olIUCI�.II
it it L
jcACi' inLU t;01L TYPE H CLASS- cite' YlELU LU:; CUMI4 li IW;
DETERMINING VIIAS6 CoUC All H 11IjIt KRLS AW
1'1;1t AC AC Fes• USED
'1' 1I•I li
iE'�f !si• YF.ii2 eka/S6 IiIFo 8v4 / S�/3 � .��i � T g6
2a2.l_ �a.r ,'t,ro� �rrt SG st3Dc. 356•-. iao iS`z
C'.v
:.. /►�.ec m,u,/S ,gyp/s� 3 79
wo
1�3 _ GJe .z�.� 6•ti s� Sdtx. 3a 6 P � ,z_ - - 3.8� .,
lcoeo��e_ .6 ss/g
0 9 a
4 1
r C,,-- .2—d LffA 54 SBp[ 38 ao J, fe z r
r /rf- J�A/t �o;W/s j /� o �' 5-r/3 �(o�68�� 8 a
{{
�5 Cur .2 ..� Xos.L s G sf nc. 3�_ o o s�- J..z b '
3fee
/r> ✓f.�R i<-✓f5l� 90
P4- d ,..-
l
'i;u.i;h I, 3 EE ,c r r
5 Csr . S jK A/ t C,,ro;.v cc-OF,4 : ,V )
sorb<,O, s r,>owhlc c�dP�t d

.1v/,.v ilr'icaf
.Tft11C7~
WASTE UTILIZATION PLAN
f� La-4arJ
`TABLE 1 : ACRES -QWP BY PRODUCER
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LESS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
PnPLIC.
TIME
id � 3
F3 311,a.?
i�ooM.
� saw•
-s---•—
�, Q G
.?�3 0 .2ro d YEA S,G. it 33 B�. p / 32- S- o rr -,J
L n '' �/ /! /� 3
N
3�Jsc
_ �7 `� s
�m ALr�Q 3
Ti[� GEa GEti�RATEia T '71 ��i.
2-y/

Attachment on Application Timing for Rotational Fields in
Corn/Small Grain)/Soybeans,
Corn 30 days prior to planting until tassel
February 20 - approximately mid -June
Small Grain- Split application
.1/3 nitrogen (30 days prior to planting through
Dec . 31
2/3 nitrogen (mid -February - mid -March)
Soybeans - No more than 30 days prior -to planting.

'.4r ��!'� - � �( rr ,' J'« ° w �{!i � '1/�( - .�� !�• =� �•S!'��, �1. .,tl, y` �1 � f.. J.•S'
y - tiji.� �d rr (y - rrRiY.,.. t..•,. •.:i `;v' i 1 r, - ��:. r���,• s'.'f 4.' •'•'• ' :�i �R
rt y., At-
;AxY
(r �F:�y{{l'r• `1
'�F�fr'l:n` V,5
-r3_,r�G•`4'ii,`'`=r {�fi t �K •, ,•j,, :• ry, _7 �;Y• (! 4_:
,.�,(�'� � y•, '��1;��� 'ri'� ...r , � � 1, ' � 1P
i t++�' '.{`� yr,''t•£'.�rr:,.i.v y:•'�;.�'F•_ '.r.';•,�, �y �' ~ � '�� r•:�
54�+-�"t � �T12]i, �.t��t' 9"•°,irr` � 't ,�'1�1 f- t' r

7-0 C-/C � O - s
Qe

n" .,� '-u,�.f �. _; ✓rrf ,y .. �. ,r.., .� �i_. .�� h 1 -' ' '�;�/, �';f'%��+�'�S i's?:Y•. .^' � .-K-•�.�. .
'vim - 1 � J.• • 'r- � - :. - s ~
,�Y - y �f i �{" �{�1 `�,' r :'r � '';F-•-Y••'^'•~-• �.+..1: `ti v ..+.'.,..art y `'.� . � �
Vw
40
' .i,....{,rt.:; '" + `�'► 1t : v'� .\'•• �, � ';� �� '', •, ,ram Y,� "r+J� "•
K Sri }Ka a '' '' � 'J''. y, r•. `. � /, \ y�, ~ VA
Sly
NA
07
• .•1rR` �•�� 3 ,�ri � e '. >!` f�' �° , �.�� �' � � � � � {A, n � � �,,...,�'-., ca.. ^r�w""rd: .r:.-ar�� ,.,�,.�:�..^.:.� �,_ � ' �5...
,•.:fr +'
/R•�'"fy EE - .. �'.. � _ f� ry�jry wt,r''.\ Lip .,ya c.. `,Ti .r r��r�, �'.�rr�w+:':w..��+�'�'�u"3.�"i:.:. 'r.:«�rI
r`;.` ti l o. { tir f,4,,ae•;S'Kt w' y
•. I(` Jil
/' 1 a...+r'^ _ •t''F +^ '•t �/ ti wet a ' _..� I
a

o�ot W A rE�Q�
John McKoy
3MOs & T Inc.
555 McLean Road
Elizabethtown NC 28337
Dear John McKoy:
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, 2004 j RECEIVED
OCT 15 2004
I DENR-FA1'ET1i: LLEREGIONAIOfflGE I
Subject: Certificate of Coverage No. AWS090094
3M6s & T Inc.
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-28).
In accordance with your application received on March 5, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to John
McKoy, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG 100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS090094 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 3MOs & T Inc., located in Bladen County, with an animal capacity of no greater
than an annual average of 1920 Feeder to Finish 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 keeping
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 Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper
ne
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 Ails COC does iibt 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 NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our 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,
U
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
Bladen County Health Department
Bladen County Soil and Water Conservation District
Permit file AWS090094
APS Central Files

1
�!1 o•+frrF�
Fko
Rrr \ .6
19 •_ 8I t �AI
MAY } 3 2"
[IO-FAYf-rTW'.LFAEgOWOFfa
MCKoy Farm
John McKay
Facility No: 09-94
Tech. Spec.: Danny Bailey
Subject: Revision of WUP
North Carolina Cooperative Extension Service
sotfga of Agriculture and Lft Sciences
Sampson County Center
369 Rowan Road
Clinton, NC 28328
[phone]
(91D) 592-9513 (fax)
Find enclosed two field revisions (R5 &- R6 from Bermudagrass to row crop),
along with additional leased land (T2462). Fields R5, and R6. normally will be -
planted to soybeans or wheat (small grain for grain). However if corn is planted
on R5 or R6, the realistic yield is 50 bu./acre. The nitrogen rate will be 43
lbs./acre since the crop would follow soybeans.
The addition of tract 2462 is shown by soil type by irrigation pull. Note the
differences in realistic yield and nitrogen rates in pounds/acre/yr.
Owner Signature Tech, c. Sig—natudW
101 z1oZ
Date
�e-f a- o�
Date
RECEIVED I DENR 1 DWQ
AQUIFFR'ppnTF{'.TEnN SECTION
MAY 11 Z009
I

y WASTE UTILIZATION PLAT-1
TABLE 1: ACRESOWNED BY PRODUCER
soli, 'ry}'1; & C:LASS-
DE' LIZMIN114G PHASE
C o l iF1 11
Y I ELUrAWN
*
CROP
CODE
PER
ACitl-
Atd
AC
Usi;1)
.
'I' I i•1 is
.—sd'r
resME' f I � L 5�
/r
AFIO _ 3.5�1 sFE�r�r�s
L i
77
�r
8E Rr" • fi %D
/r
r
vvE�[sf
f /r
s✓ERif[
,ens i i,�bi-

M%3YE OrI &1.ZATON PUAN
A
TAl1LL' 1: ACRES VWMiW BY p1WUUC17,R
+�[EaSev 5L Ip.2 3
- TIELU ;;DIL TYPE 6 CLASS--
UL`1'EMINING PHASE
2 ..4 y6gt
VI—r _
Clwfa Y i LLU l,U;.S cull _
-
~ �� 1�11;;
CoUL' AW Fl VCH
ACHL•'S AH
PER AC AC
to - US EU
1!' PbIC .
TIME
ba8"' •
J86w. pop /sx -
JEF /rt�sc�
-- - —
�o�Xfs� /449, �.s��
?a � /sz
1•�(0- •�
S �/s8 v,c 3 s ` "!/sue
�x4�/� 1Isff3
60 /
WVYSDc_ 36 ioa/,
PSI
/Tt J/EA•e -
70 4p 6 it r
07 3s
—14 sf s oc 19 Fc, -7Z
1 1
i -
• '1'v'i'nL�sEf�'tr
S R O C

i'rItACT
l�
IELD
J V0r iv ifi ivj
WASTE UTILIZATION PLAN
fa zows a
TABLE 1: ACRES -A;Fl-;W BY PRODUCER
COMM N ** * LUS
SOIL TYPE & CLASS-
CROP YIELD
LDS
AW N F'
ACRES AW
DOrt-RMINING PHASE
CODE
USED
PER AC ACC
P "PLI C
TIME
�fdr-•
a� sEr
� o .rti,rd Y�wi2
S.G. s•8. 33 8�.
70 /32-
-s _
/e
g 3 3VI
it i/ �i r. S a J n
33/
�• /r /r �r rr �• � h
✓ems.)
7—
Ire //
Ile
"7
3 • ��
IOTA L
♦ s r . Yr � is ,�� r� a � E.�/ �,�� �� ,. � �53
Tit• GC.— GCit/Cr/!�}TEIJ T jai
Y644 ,y...v ,'.ec /2,L yo

fr-
Attachment on Application Timing for Rotational Fields in
Corn/Small Grain?/Soybeans.
Corn - 30 days prior to planting until tassel
February 20 - approximately mid -June
Small Grain- Split application
1/3 nitrogen (30 days prior to planting through
Dec . 31
2/3 nitrogen (mid -February - mid -March)
. Soybeans - No more than 30 days prior to planting.

Top Soil Precision Ag
Client: John NIcCov Farm
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
John McKoy
3M's & T Inc
555 McLean Road
Elizabethtown, NC 28337
Subject:
Dear Mr. McKoy:
April 28, 2009
RECEIVED
ON-Fl1YECIl:IQUREGi0N 0fflIE
Additional Information Request
Application No. AWS090094
3M's & T Inc
Bladen County
The Animal Feeding Operation Unit of Division of Water Quality's Aquifer Protection Section has completed a
preliminary review of your renewal permit application package. Additional information is required before we
may continue our review. Please address the following items within 30 (thirty) days of receipt of this letter:
You were requested to submit two copies of your facility's waste utilization plan (WUP or, nutrient
management plan,.NMP). Our record -show both copies of the waste plan are missing in your permit application
-Please submit missing copies -of -your current WUP or NMP to my attention at the address given at the-bonom-of .
the first page of this letter.
Please be�aware.that youare responsible for meeting all requirements- set forth in.North Carolina rules -and:;-: ;
regulations.- i -Any. oversights that occurred in the:i-eview of the subject -application .package -are. still the
responsibility- ofthe applicant. In addition; any:omissions made in responding to-the.above items shall -result in,
future requests for additional information.
Please reference the.subject application number when providing the requested information. All documents shall
be signed, sealed and dated, -with. two (2) copies submitted to -my attention at:the address below: Please note that,''
failure to provide this additional information on or before the. above requested date may result in your
application being returned as incomplete.
If you have any questions regarding this letter, please feel free to contact me at [phone].
cc: Fayetteville Regional Office, Aquifer Protection Section
Bladen County Soil and Water Conservation District
Garland Farm Supply
APS Files- AWS090094
Aquifer Protection Section 1636 Mail Service Center
Internet; www.ncwateruualitv.ore Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper
Sincerely,
1444Y
Miressa D. Garoma
Animal Feeding Operations Unit
iCarolina
voNaturally
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]