260019_CORRESPONDENCE_20171231

NORTH CAROLINA
Department of Environmental Qua!

State of North Carolina
Department of Environment
and Natural Resources
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
I T 1 091WAA •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
October 2, 2000 RE"LIP-
EiVED
Randy Joyner
Spring Meadow Farm of Cumberland Co., LLC
2080 Wilson's Mills Rd.
Smithfield, NC 27577
Dear Randy Joyner:
0CT 13 2000
F'oE7 EVILLE
R=G. OF:FJCE
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
Spring Meadow Farm of Cumberland Co., LLC
Facility Number 26-19
Cumberland County
A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
An evaluation by Scott Faircloth on 10/6/99 was made to review the actual number of acres at your
facility that receive animal waste during land application. The evaluation of your facility has yielded one of
the following two results as indicated by the box marked with an "X".
Category 1:
The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Scott Faircloth the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Scott Faircloth, at 225 Green Street, Suite
714, Fayetteville, NC 28301, within in 90 days of the receipt of this letter. If you.have any
questions please contact Scott Faircloth at [phone]. If within 90 days you are
unable to provide Scott Faircloth with the information you are automatically required
to complete a Wettable Acre Determination as described by Category 2 below, within
180 days of receipt of this letter.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10%a post -consumer paper

Notification for Wettable Acre Determination
Animal Waste Management System
Page 2 _
Category 2:
❑ Your facility has been identified by the Department of Environment and Natural Resources
as a facility that may have overestimated the number of acres actually receiving animal
waste. Therefore, some or all of your fields may be exceeding the allowable loading rates
set in your Certified Animal Waste Management Plan.
In order to resolve this issue, please contact a designated Technical Specialist to have him
or her conduct a Wettable Acre Determination for your facility. The Technical Specialist must
be one that has been approved by the Soil and Water Conservation Commission to conduct
Wettable Acre Determinations, Many Technical Specialist with the N.C. Cooperative Extension
Service, the Soil and Water Conservation Districts, the Natural Resources Conservation
Service, and the Division of Soil and Water Conservation have received this special
designation. You may also contact a private Technical Specialist who has received this
designation, or a Professional Engineer.
All needed modifications to your Animal Waste Management System must be made and
the Wettable Acres Determination Certification must be returned to DWQ within the next
180 days. If the needed modifications are not made and if the form is not returned within the
required time, DWQ will be forced to take appropriate enforcement actions to bring this facility
into'compliance. These actions may include civil penalty assessments, permit revocation,
and/or injunctive relief.
Once a Wettable Acre Determination has been completed, a copy of the attached Wettable
Acre Determination Certification must be submitted to the address listed on the form. Please
note that both the owner and the Technical Specialist must sign the certification. A copy of all
the Wettable Acre Determination documentation that applies to your Waste Utilization Plan
must be kept at your facility. DWQ and the Division of Soil & Water Conservation Staff will
review all documentation during their annual visit of your facility. An additional copy must by
kept on file at the local Soil & Water Conservation District Office. Please note that if you install
or modify your irrigation system, a designated Irrigation Specialist or a Professional Engineer
must also sign the Wettable Acre Determination Certification.
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 Sonya Avant of our
Central Office staff at [phone] ext. 571.
Sincerely,
, Z!�! '��
Kerr T. Stevens
cc: Fayetteville Regional Office
Cumberland County Soil and Water Conservation District
Facility File

DIVISION OF ENVIRONMENTAL MANAGEMENT
February, 18 1994
M E M O R A N .D XY M
TO : Joe Glass, P.E., Regional Engineer
Land Quality Section
FROM : Paul Rawls vironmental Specialist
Water Quali y Section
W
THROUGH' : Michael Wicker P.E., Regional Supervisor
Water Quality Section
SUBJECT Proposed Concentrated Animal Feeding Operation
Langdon Swine Facility
3 Cumberland County
This .is in response to your questions presented to the Water
Quality Staff of February 17, 1994. The questions centered around
a proposed concentrated animal feedlot operation (CAFO) near
Godwin, Cumberland County. In regards to the questions concerning
potential impact of a failed swine waste lagoon the following
should be considered.
Total failure of a waste lagoon of this nature (approximately one
acre surface area) discharging the entire contents of the lagoon
into a small receiving stream could result at a minimum in the
following: fish kills, dissolved oxygen depletion, nutrient level
elevation and extreme elevation of coliform bacteria. impacts would
be dependent on ambient conditions at the time of release,
concentration and quantity of waste actually reaching receiving
waters, stream flow and duration of discharge. Further, (pertaining
to the Cape Fear River) effects could to some extent be lessened
for the larger body of water but again ambient conditions noted
above would play a mayor role in impact.
` The Cape Fear River has been classified WS-IV (water supply) in the
immediate downstream segment of river, a release of waste from the
site location furnished (attached) would not be within the City of
Fayetteville water intake "Critical Area". Questions pertaining to
potential impacts to water treatment facilities should be directed
to the Water Supply Branch.
If you have questions or comments regarding this matter please
advise.

� ♦ �\ \ � • as . � Ire �" a.
• &$ems+ - 4•, � � :,`� �, � � +�
'A soj
• 4-i2�Qdt' -�, • r �r�_ .��' 'S� cat
'[?I! - _.r ',:fit^•• ••r%--• �' ' � � •~ � ..:._..tea' �_` _ r+ ;.
it
.`• �' -. - ;,arm S� /`// '' •�5
a J 'il
••• /, / + �.— _',Ir
•` O -'� �+ ��i �� �r ��� I ! as f� /� r ^ � - r\�
Ott
FUH
�U/ •f>) mob,• p r �,'V'•^. I. �. t � l 16CrJ1 ' � ,
I►I
WB
uinuoyf
l01$:tii68 ONgSYAh - `�." f�X �y� s = . Y aas Gs `� 43S as a'•�'.I.� ��� i 'ram '•\
"���': �• — - _ ,, _. 4ji i �,('^ 8 T�� � �. . -_ salt '" _ _... ...._..
ya J41+4 f 3.-.v
a
:Y, . `,:. • ; �jx t 1,i V / 1� is I . .. F f._ .`f "~ ` .t -+. •','�
V.oil
+ice ram; � .; a � it " �.� `►.�� �1 ,n J � • oo) I I .
�� 1i. ,(NlMtl3) Ot1.• 60a• Afi�Zti . BQ< _.. ..._ -_. LQe� 40�
MS 10999

EHNR - ENVIRONMENTAL MANAGEMENT
2B .0300
.0311 CAPE FEAR RIVER BASIN
Classification
(tame of Stream
Description
Class
Date
Index No.
(Buffalo Lakes)
Meadow Branch
From source to Reedys Swamp
C
9/1/74
18-23-29-2-2
Oak Branch
From source to Reedys Swamp
C
9/1/74
18-23-19-2-3
lIill'Branch
From source to Reedys Swamp
C
9/l/74
18-23-29-2-4
Rice Patch Branch
From source to Jumping Run Creek
C
9/1/74
18-23-29-3
Pistol Branch
From source to Jumping Run Creek
C
9/1/74
18-23-29-4
Lake Holton, Lake McKay
Entire lakes and connecting streams to
C
9/1/74
18-23-30
Little River
Ennis Pond
From source to Little River
C
9/1/74
.18-23-31
Anderson Creek
From source to Little River
C
4/1/59
18-23-32
North Prong Anderson
From source to Anderson Creek
C
4/1/59
18-23-32-1
Creek (Cambro Pond)
Youngs Pond
Entire pond and connecting stream to
C
4/l/59
18-23-32-1-1
North Prong Anderson Creek
Kates Creek
From source to North Prong Anderson
C
4/1/59
18-23-32-1-2
Creek
---South Prong Anderson
From source to Anderson Creak
C
4/l/59
18-23-32-2
Creek
Buffalo Meadows Creek
From source to Anderson Creek
C
4/1/59
28-23-32-3
(Stevens Pond)
Fairy Fair Creek
From source to Anderson Creek
C'
4/1/59
18-23-32-4
Gum'Swamp
From source to Fairy Fair Creek
C
4/l/59
18-23-32-4-1
Stawarts Creek (Byrd
From source to Little River
C
7/1/73
18-23-33
Mill Pond)
Williams Swamp
From souce to Stewarts Creek
C
7/1/73
18-23-33-1
Beaverdam Swamp Canal
From source to Little River
C
9/1/74
1B-23-34
CAPE FEAR RIVER
From a point 8.2 miles upstream of
WS-IV
8/3/92
18-(23.5)
Caavers Creek to a point 0.5 mile up-
stream of City of Fayetteville water
supply intake
Carvers Creek (Cypress
From source to Cape Fear River
WS-IV&B
8/3/92
18-24
Lake)
West Prong Carvers Creek
From source to Carvers Creek
WS-IV
8/3/92
18-24-1
North Prong Carvers
From source to Carvers Creek
WS-IV
8/3/92
18-24-2
Creek (Currie Lake)
McPherson Creek
From source to dam at College Lake
WS-IV
8/3/92
18-24-3-(1)
(College Lake)
McPherson Creek (Wooded
From dam at College Lake to Carvers
WS-IV&B
B/3/92
18-24-3-(2)
Lake)
Creek
Greens Creek (Holmes
From source to McPherson Creek
WS-IV&B
8/3/92
18-24-3-3
Pond)
Evans Lake
Entire lake and connecting stream to
WS-IV
8/3/92
1B-25
Cape Fear River
CAPE FEAR RIVER
From a point 0.5 mile upstream of City
WS-IV CA
8/3/92
1B-(25.5)
of Fayetteville water supply intake to
City of Fayetteville water supply intake
CAPE FEAR RIVER
From City of Fayetteville water supply
C
4/l/59
18-(26)
intake to mouth of Hammond Creek
24

State of North Carolina r
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form / Survey
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) 2i
General Permit - Liquid Animal Waste Operations Fee
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 an i nswered.
REb
Application Date:
SEP 1 6199]1 -�
:i
I. REQUIRED ITEMS CHECKLIST 4�
Please indicate that you have included the following required items by signinfipace provided next to ach
item. BEG. FF1 ;t-
Applicants Inln�,ih
1. Otie completed and signed original and one copy of the application for General Permit - Animal •' =
Waste Operations; _
2. Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed; side
3. Two copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWMP, one must be completed prior to submittal of a general permit application
for animal waste operations.
II. GENERAL INFORMATION:
I. Farm's name: M.R,.Langdon & Sons+m4w ec J elf. '
2. Print
3, Land
City:
Telep
4. County where farm is located! Cumberland
S. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): On wgsl aide of SR 1812. approx. d
6. Print Farm Manager's name (if different from Land Owner): Z742z/
7. Lessee's ntegrator's name 'f applicable; please circle which type is listed):
26 - 19
FORM: AWO-G-E 2/26/97 Page I of 3

' III. OPERATION INFORMATION:
1. Farm No.: 76-12
2. Operation Description: Swine operation
Farrow to Wean
1600 - Certified Design Capacity
Is the above information correct? yes; 0 no. If no, correct below using the design capacity of the facility
Tyne of Swine No. of Animals Type of Poultry o s Tyne 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 Li-iestock or, the farm: —No. of Animals:
3. Acreage cleared and available for application: 35.00 ; RequiredAcreage(as listed in the CAWMP): 3_7. 2
4. Number of Lagoons: ; Total Capacity: (/ Cubic Feet (ft3)
Number of Storage Ponds: ; Total Capacity: Cubic Feet (ft3)
5. Is animal waste being applied on any field which has subsurface drains? YES N lease circle one)
6. Are subsurface drains present in the vicinity of or under the lagoon? YES i
N lease circle one)
I V . APPLICANT'S C RTIFIgATION: _
I, £ S �C (Land Owner's name listed in question II.2), attest that
this application for f G (Farm name listed in question II.1)
has been reviewed by me and is accurate an complete lo 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.
Signature
Date /�/ Of /
V . MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, �, / r (Manager's name listed in question II.6), attest that this
application for (Farm name listed in question II.I )
has been reviewed by me and is accurat and comp) to to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete. /�
Signature -4- —'7 Date — I
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
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: AWO-G-E 2/26/97 Page 2 of 3

r.
Page
1
2
3
4
5
8
9
10
13
14
17
18
19
20
A-1
A-4
A-5
A-6
A-8
M. R. Langdon and Sons
Animal Waste Management System
Table of Contents
Item
DESIGN
Design Approval Sheet
Location Map
Residential Location/Site map
Topographical Map
Design
Grid
Typical Cross Section
Volume Calculations -- Excavation
Volume Calculations -- Dike Fill
Volume Calculations -- Pad Fill
Seeding Specifications
Specifications for Construction
Operations and Maintenance Plan
Waste Utilization Plan
DESIGN SUPPORTING DOCUMENTATION
Job Approval Correspondence
Wetland Determination CPA-026
Hazard Classification NC-ENG-34
Soil Investigation Sheet SCS-ENG-538
Environmental Evaluation NC-CPA-16

UNITED STATES SOIL CHARLIE-ROSE AGRI---EXPO CENTER
4,DEPARTMENT OF CONSERVATION 121 E. MOUNTAIN DRIVE, RM 229
AGRICULTURE SERVICE FAYETTEVILLE, N. C. 28305
Telephone:_ 919-484-8479
September 7, 1993
OPERATOR:Langdon Farms
Please review the attached plan and specifications 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. The Soil
Conservation Service personnel will meet with all concerned parties and
walk over the site to explain all flags and markings. It is important
that everyone understand what is expected so that final construction
meets plans and specifications and the job can be certified.
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment lagoon.
The actual amount of material required for
the estimates. The design will attempt to
close as possible. If additional material
construction is complete on the lagoon, the
negotiate on the price and location of the
Conservation Service employees will need t
suitable material.
pads and dam may vary from
balance cuts and fills as
is required after
contractor and owner will
borrow area. Soil
o check the borrow site for
NOTE: Design Requirement: 1,017,414 cu. ft. ,.
x`!►i-Y
Estimate of Excavation:_ cu. ft.= 4-�6rB-' cu. yds.
Estimate of Pad and Dike 590,895 cu. ft.= 21,885 cu. yds.
Cut fill ratio 1.4: 1
Job Class V
Designed by_rs., Date:/ /
Design Approval: t Dater

• Cumberland County
Avmr aG 4/4-OT
titaf-1ade .'r Sirrk
M ft""..4", --.

Operator:Langdon Farms v County: Cumberland
Date: :
09-03-93
Distance to nearest residence (other than owner):
2000
feet
1. STEADY STATE LIVE WEIGHT
S
0 Sows (farrow to finish) X 1417
lbs. =
0
0 Sows (farrow to feeder) X 522
lbs. _
0
0 Head (finishing only) X 135
lbs. =
0
1600 Sows (farrow to wean) X 433
lbs. =
692800
0 Head (wean to feeder) X 30
lbs. =
0
TOTAL STEADY STATE LIVE WEIGHT
(SSLW) =
692800
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 692800 lbs. SSLW X Treatment
Volume CF/lb.
SSLW
Treatment Volume CF/lb. SSLW=
1.0 CF/lb. SSLW
Volume - 692800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top: length . 710 feet ; width 202 feet
Top of dike at elevation 101.00 feet
Freeboard 1.0 feet Side slopes 3:1(inside)
Total design lagoon liquid level at elevation 100.00 feet
Bottom of lagoon at elevation 91.00 feet
Seasonal high water table elevation 95.70 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 704.0 196.0 9.00
AREA OF TOP
LENGTH X WIDTH
704 196 137984 (Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH =
650 142 92300 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
677 169 457652 (Area of Midsection X 4)
CU. FT. = [Area tap+(4XArea Midsection)+Area Bottom] X Depth/6
137984 457652 92300 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 1031904 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
710 202 143420 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 143420 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 = 692800 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 169597 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 = 83661.667 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 6.8 inches / 12 inches per foot X DA
Volume = 81271 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 169597 Cubic feet
5B. 0 Cubic feet
5C. 83662 Cubic feet
5D. 81271 Cubic feet
TOTAL 334530 Cubic feet

• .751 :_P
Total required volume = 1027330 Cubic feet
Total design volume avail.= 1031904 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 692800 Cu. Ft.
At elev. 97.50 Ft; Vol= 703632,Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 950633 Cu. Ft.
At elev. 99.30 Ft; Vol= 936634 Cubic feet (start pumping)
Seasonal high water table elevation is 95.70 Feet, which must
be lower than the elevation of top of treatment volume 97.50
DESIGNED BY: APPROVED BY:
DATE: DATE: -3
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:

TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEit
rr p� � •
�e'tw �Do�c.t6tee'
rf`
Confinent
��inCJs +
Top Width
Pit �„ u f r+ 1c-
Settled Top Elevation !4 1.0-
Fluid Elevation jt4p
L
SS 3 +
Pipe needs to be adequately supported
1
SS
TREATMENT
LAGOON + ''
Depth r ,
�µ4
Bottom Elevations . b \
�- 8P.,
AL
y N /� � r. �+ 06 g J y
p!-�� D O., a t7 ... 1
T.B.M. Description {�1� Q� 0 d 1 1 r, alb -�� C.IQ� �.���C
<<
C "S� a ��b� �4i _ @S c_��Cn�
10 o r• v. ass

/
�
'/,$ation (continued) 09/03/93
ORIGINAL DATA:
0.0 / 96.8 100.0 / 99.5
-
200.0 99.1
300.0 / 98.6
SECTION NUMBER 5
Centerline Station 4+00
Baseline Station 4+00
Baseline to Centerline Distance = 80
ORIGINAL DATA:
0.0 / 95.6 100.0 / 88.8 200.0 / 99.5 300.0 97.2
SECTION NUMBER 6
Centerline Station 5+00
Baseline Station 5+00
Baseline to Centerline Distance = 80
ORIGINAL DATA:
0.0 / 34.7 100.0 / 97.6 200.0 99.6 300.0 / 96.9
SECTION NUMBER 7
Centerline Station 6+00
Baseline Station 6+00
Baseline to Centerline Distance = 80
ORIGINAL DATA:
0.0 / 93.7 100.0 / 96.3 200.0 / 99.4 300.0 / 97.4
SECTION NUMBER 8
Centerline Gtation C-+9E 6��J '
Baseline Station E+96
Baseline to Centerline Distance = 80
ORIGINAL DATA:
0'0 / 93.6 100.0 96'0 200.0 / 98.8 300.0 / 94.3
page 2

j •OH-Ver-1.44
r
.r
fr
iCROSS—SECTION DATA
QUANTITY CALCULATIONS
prepared for
L.. ,�k n g cF r_.-u r-k F" -A tr m
in
CUMBERLAND County, NC:
US Department of Agriculture
Sail Conservation Service
Designer John Ray Checker ...............
Date : 09/03/92 Date
Job Number C7=:}1 --------_---.......__--
Excavation
TEMPLATE DATA:
Beginning Elevation = 91
Beginning Station = 04 9
0+ 9 to E+95 c\2cll42/3 0.00000 ft/ft
SECTION NUMBER 1
Centerline Staticin 0+ 9
Baseline Station ()+ 9
Baseline to Centerline Distance = 80
OR113INAL DATA:
0. 0 / 97. 5 100.0 / 97.4 2(?0. Ci / 97.7 200. 0 / 99. 8
SECTION NUMBER 2
Centerline Station 1 + 00
Baseline Station 1+00
Baseline to Centerline Distance = SO
OR 113I NAL DATA:
(). (.) / 97.5 100.0 / 97.2 200. 0 / 97.8 300.0 / 98.6
SECTION NUMBER 3
Centerline Station 2+00
Baseline Station +00
Baseline to Centerline Distance 80
ORIGINAL DATA:
0. 0 / 98. 1 100. 0 / 97.9 200.0 f 98. 1 300.0 / 98. 8
SECTION NUMBER 4
Centerline Station 3+oo
Baseline Station 3+00
Baseline to Centerline Distance = 8o�

OH-Ver-1.44
US Department of Agriculture
Soil Conservation Service
PLANNED
DUANTITY CALCULATIONS
prepared for
in
C:UMBERLAND County, NC
Designer
. John
Pray
Checker
__,•,••__-___------
Date
: 09/03/93
Date
Job
Number OCII
Excavation
EXCAVATION
1
FILL �*
Bot
Left
Fight
LL-C:L
1
CL
Disc; 1
Area
Volume
1
Area
Volume
Width
SS
SS
(ft)
1
Sta
(ft) 1
(SgFt)
(Cu.Yds)
1
(SgFt)
(C:u.Yds)
1
14.2
3: 1
3.1
eo. U
1070. 0
1
0.0
1
91 1
3585.9
1
0.0
1.42
3 : 1
3: 1
B0.0
1
1 +(: 0
1060. 2
1
c.). 0
1
100 1
76B2.2
1
0.0
J. 4'
3: 1
3: 1
80.0
1
2+00
1
1149.6
1
o. 0
1
100 1
1'2318.2
1
0.0
142
3: 1
3: 1
80. 0
1
3+00
1
1353.9
1
Q. 0
1
too 1
17243.6
1
0. 0
14
3: 1
3: 1
80. 0
1
1
1305.9
1
0. 0
1
100 1
21898.6
1
0. 0
.C.
1'' 2
w,J .
3: 1
3. 1
r:l .
E30. 0
1
5+(:) �1207.8'
1
1
'
100 1
26148. 7
1
�J . 0
142
3:1
3:1
90.0
1
6-1-00
1
1087.2
1
0.0
i
96 i
:M i.
0. CI
1.42
3.1
3: 1
80. 0
1
9
1
985.8
1
0. 0

^ .
OON.EXCAV- TION (continued) 09/15/q3 page 2
a
100.0 / 99^5 200.0 / 99.1 ~300,0 � 9B.6
'
S=TION NUM�,;ER 5
Centerline �tation 4+00
ORIGINAL DATA-
0 - `.D / 5-5.6 10U.0 / 98,8 20D.0 / 99.5 300.0 / 97.2
SECTJCN NUMBER 6
Centerl�ne Station 5+0D
ORIBIIIAL DATA:
0.0 / 94^7 100.0 / 97.6 00.0 / 99,6 300.0 / 96,9
SECTION NUMBER 7
C--=nterIine Station 6+00
ORIGINAL DATA:
0.0 / 93.7 100.� / 96,3 200.O / 99.4 300.0 / 9�.4
SECTION NUMSER 8
Centerline Station 6+88
ORIGINAL DATA:
0.0 / 93.6 100,0 / 96.1 200.0 / 98'9 300.0

��Uwr-i.44
, US Department of Agriculture
' Soil Conserva�ion Servic�l
�
' CROSS-SECTION DA7A
QUANTITY CALCULATIONS
prepared for
CUMBERLAND County, North Carolina
r�esigner 3R
Checker
Date : 09/15/93
Date
3ob Number 1LF
***************************e*************
LAGOON EXC�V�TION
TEMFLATE DATA:
'
PeginninQ Elevation = 91
Beginning Stetion
225 to 20.+2;�5
C\3CL142/3
0.000J0
f�/ft
20.+25 to 1+01%
C\3CL142/3
0.Q0000
l+-Lo 2+00
C\3CL142/3
0.00000
ft/ft
2+00 to �+00
C\3CL14�/3
0,000�0
f�/ft
3
L142/3
0.00000
ft/ft
�+00 t, 5+00
I. LE
0.00000
fft
�+00 to 6+00
CL.142/3
0.0000[
fb/ft
6+()0 tc �+G8
�\3CL142/3
0.00�00
ft./ft
SECTION NUMBER 1
Centerline Gta1-71on CO
ORIGINAL DATA:
'
�7..0 /
974 2C0.� / 97.7
98.8
3ECT�O� N�h�ER 2
Centsrlticn 1+00
ORl8I��L DAl"r,"I:
C�nterIine StE+0(�
OR�GI�AL �ATA�
pB.B
SEC�TON NU�B��R 4
Center��n� atian 3+C�
�Rl6I�AL D��A:

� OH-Vpr-1.44
. �
US Department of AQriculture
Soil conservation Service
^
PLANNED
QUANTITY
CALCULATIONS
prepared
for
L- A, N C-3
T--� C� N
!::z 0 EF,
�
zn
CUMBERLP'ND
County,
North Carnl`.na
Designer
: JR
Checksr.
Date
: 09/15/93
Date
Job
Number 1 L F
***********************
********-A******************************�*********
LAGOON
EXCAVATION
|
*� EXCAVATION ** \
** FILL, �*
B
Left Right
CL
Dist |
Area
Volume !
AreZ.
Width
SS
SS
(ft) \
Sta
(ft
qF
<Cu.Yd�> i
(SqFt> (Cu.�ds)
142
3:1
3:1
!
B0.0 '{
20.+25
>
\
1070.0
i
>
0.D
�
80 |
3146.1
142
9:1
3�1
G0.
0'0
72'77B.4 /
0.0
142
3z!
3:1
80
1
1149.6
142
3:1
3�1
80
|
1353.9
1679-9.8 |
142
3:1
9:1
C. 1
4+00
2143�:-'8 {
142
3:1
3�1
80,0 \
G+00
1
1�07.8
142
R 9114.4
142
'
3,1
8:1
G0.
5.0

'
^
^d FiI'l (continued) 09/07/93 page 2
Centerline Station 3+00
Baseline Station' 3+00 '
Baseline to Centerline Distance = 20
ORIGINAL DATA:
0.0 / 99.8 100.0 / 100.1 200.0 100.5 300.0 / 100.4 400.0 99.9
SECTION NUMBER 5
Centerline Station 4+00
Baseline Station 4+00
Baseline to Centerline Distance = 20
ORIGINAL DATA:
0.0 / 99.8 100.0 / 100.1 200.0 / 100.0 300.0 / 99.7 400.0 / 96.6
SECTION NUMBER 6
Centerline Station 4+09 '
Baseline Station 4+03
Baseline to Centerline Distance = 20
ORIGINAL DATA;
0.0 / 99.8 100.0 / 100.1 200.0 / 100.0 300.0 / 99.7 400.0 / 96.6

'
/ -OH-Vo -1.44
. US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
L_.Etx-i c4«J -=-m V x-mm��
in
CUMBERLAND Cpunty, NC
Designer : John Ray Checker _______________
Date : 09/07/93 Date
Job Number 002
*******************************************************************************
Pad Fill
TEMPLATE DATA:
Beginning Elevation = 103
Beginning Station = +65
+65 to 1+00 d/3cl300\3 0.00000 ft/ft
1+00 to 4+09 d/3cl300\3 0.00250 ft/ft
SECTION NUMBER 1
Centerline Station +65
Baseline Station +65
Baseline to Centerline Distance = 20
ORIGINAL DATA:
0.0 / 98.5 100.0 / 98.8 200.0 / 98.2 300.0 / 98.4 400.0 / 98.8
SECTION NUMBER 2
Centerline Station 1+00
Baseline Station 1+00
Baseline to Centerline Distance = 20
ORIGINAL DATA;
0.0 / 99.0 100.0 / 98.8 200.0 / 98.6 300.0 / 98.8 400.0 / 98.6
SECTION NUMBER 3
Centerline Station 2+00
Baseline Station 2+00
Baseline to Centerline Distance = 21
ORIGINAL DATA:
0.0 / 99.7 100.0 / 99.8 200.0 / 99.8 300.0 / 99.6 400.0 / 99~2
SECTION NUMBER 4

CH-Ver-1.44
US Department of Agriculture
Sail Conservation Servile
PLANNED
QUANTITY CALCULATIONS
prepared for
L.. =--k r-i cl c l .-. n Ft r rn i=-�
in
C:UMSERLAND County, NC
Designer
. John
Pay
Checker
_______________
Date
: 0,9/07/93
Date
Job
Number 002
*•��t•�••�-�•��•�•�••�••�•���•-�*-��t--�-����a��a��at•a�a���a����•�-�*aE•-�-���a�**����-a�*-��-���-•���t•�•�•�•�t•�••�t•�••it•�••�#�a��t•*�•�•
Pad Fill
** EXCAVATION
FILL
Top
Left
Right
SL-CL
i
CL
Dist to
Area
Volume 1
Area
Vliume
Width
SS
SS
Cfti
i
Sta
(ft)
(SgFt)
(CU.Yds)
(SgFt)
(CU.Yds)
I
300
3: 1
3: 1
20.0
1
O+C5
fir . 0
1416.9
35 i
0. it
1777,5
300
3 :
3 :1
2t � r
.�
� '
1 +c:�0
1
'
t' . C�
a
1
1
- 25 5
1�.:.�.�
i
100 i
0.0 ;
E1255.9
300
3.1
3: 1
20.0
1
ryry
2+00
I
0. 0
1
1092.9
1
'
100
C ). 0
10141.3
r'
300
3: 1
3: 1
20. 0
1
3+00
1
��++
0. 0
1
1005. i
1 o 0
Q. t:y
1423. S
300
3: 1
3: 1
20.0
4+00
0. 0
1
1207. B
5
0.0 i
14643.3
300
3: 1
3: 1.
20. C)
14+09
f
0. Q
1
1
1215.1
SI_Ime
of the
data
checking
(rules) Have
been disabled.

.
U.S Department of Agriculture NC-ENG-12
Soil Conservation Service Rev. 6/82
EARTHWORK' COMPUTATION SHEET
Name: Langdon Farms
Type Earthwork:
Dike :
X
Excavation :
Top Width:
12
Bottom Width:
Top
of Dike
Elevation:
IC)i
Elevation
Side
slopes:
3
Station
Elev.
Fill
End Area
SUM of
Distance
Double
------------------------------------------------------------------------
GrOUnd
Height
(sq. ft.)
End areas
(feet)
Volume
0. 0
94.3
6.7
213.1
100. 0
97.4
3.6
82.1
297. 2
100.0
2% 715. 0
200. o
'36. 9
4.1
913.6
181.7
10O. c.)
18, 171 . i )
300.0
97.2
3.8
BB. 8
188.3
10c_). c.)
18,855.0
41,)c.). o
98.6
2.4
46.1
135. 0
1CK). ()
13, 500. C)
500. 17
88. 4
2.6
51.5
'37. 6
100. 0
y, 756. 0
GOO. 0
98.2
2.13
57.1
106. G
100. C)
l c_), 86c
700. 0
ge. 3
2.7
54.3
111.4
100.(--)
11,139.0
eoc). o
98.5
2.5
48. 8
103. o
10O. +_)
10, 3o2. C)
816. c7
98.5
2.5
48.6
97.5
16. 0
1, 56c.). C)
900. 0
97.8
3.2
69.1
117. 'D
84.0
9,901. 1
1 CM0. 0
97.3
3.7
B5.5
154.6
100.0
15,459. C)
110C). o
'97. 3
3.7
85.5
170. 9
100. C)
17, I_)'94. 0
I IOE3. 0
97.4
3.6
82.1
167.5
B.4
1,340.4
1200. 0
98. c.)
3.0
63. c_)
145.1
'32. 0
13,347.4
1300.0
98.2
2. B
57.1
120. 1
100. 0
12, 012. 0
1400. 0
97.2
3. 8
88 . 13
146. n
100. 0
14, 604. c i
1500.0
96.2
4. 8
126.7
215.6
10o. 0
21,564.0
1600. C)
95. 0
6.0
180. 0
3oG. 7
100.0
3C), 67'2. C)
1706.0
'94. 8
6.2
1 B9. 7
369.7
106. 0
39, 1'DO. 3
1806. Q
97.4
3.6
82.1
271.8
100. 0
27, 180. C)
1906. c_)
96. 5
4.5
114.8
1136.8
100.0
19, 683. 0
1948. 0
96.5
4.5
114.8
229.5
42. C)
'D, 639. Q
1. DOUbl a Vf_11 UMe cif Fill /2
2. VOILIme of Fill ( line 1/27) -
3. Allowance for Settlement (lo%) =
4. Total Cubic Yards (2 + 3) -
COMPUted by: ---------
__ 1548. C)---355, 54,1. --
177, 772. 1 CLI. ft .
6,584.2 CU. yd.
658.4 C:u. .
7,242.6 Cu. �
-Date.
09/02/93

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 2.0 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: SPTEMBER 15 TO NOVEMBER 30
0.0 LBS. "PENSACOLA" BAHIA GRASS @ 60 LBS. PER ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 30
16.0 LBS. HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
60.0 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:
2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS. PER ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
200 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 SEEDF
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 COV
UNTIL BAHIAGRASS 1S ESTABLISHED.

"son w, wea. woo, AjquAppjsuoD AMA jj;M RM101,
E I.
0114 'anc;aq MUS WY 'SOCKE5 BMW sc ;DO! OWD 62EE92
0004S zYnA 12 ass! 05ejc4n 41e�ndwaj UETSEP eqj -(ejjaqrSq
HjqT"QAS... ju SS07 aqk Sq"eAEjj sTq;) Mop 4p&h 9 uv1.r4 ssal
01 Map p1m; am Ans,Bq Wo g,jo UlTnPAIja WqOSOA TOMI qjnjj Fqf.'?.
Pul"W Fe E-66 uo�
-PIAW neYOW2 xnal Mnj; Caw U005PT Dqq ju qno-dwnd w1bae
puel annia--!
ess) wASOM 10 50j;VE" pus 5ulldwVS upuswwonol nVic''
EIR 'PEMC110, OQ TjUqS upid nolquIlly;n al51„m Myqne4qz aq! 411
"WAITIS TTAITOT jqSnTj ac§ pEsn Mi
;Du ploGnE idioint!! 1005pi P11WADai qjTM SBUTPtInq qSny.j.
1010TWon a! "Sq, -sawy; Vie qy 4usnigla q;jm pais"O.D
ej pjn0qS arIjOB -SADPO 5WInnpaj AqSzwq4 ucobej aY4 WvAa4ua a;S0I%!
7vlsj�j aqq a on; Innapaj dn.40ey-.--
I . 50jon3 nj3po EAISEEDxv quvA6M cq QjneUD s4i B/I oy 4._+a5wuq::,
.a�j Rp U00301 4Unxjv0Aj Rq4 jvq; pBosawwanso Album,;, S! 41 "T
340C pals"Vo SQ Qq aje swoqj 50"Mallog aqj.
Oq YHYMvp 4... eAvid 0; 04SPM 5uTAjddv ueqm ua4v.,.-.
Dq p1noys aAny UnB 5Uqj0Aejq pue Isurb Iq0A7j laquon
Aop pilot spnino; 4.l0jqSDjjddW go xp0qqMW jesonsip A0 pcqjow
ajqe4dFnnE vu sp paxiMoDaw al jo;em aqsem go uojqevjjddv pue-I
-BuTyDeul so jjoun,
qn3yalm a;sem AlMe oz japic ul ;vawdjnbs pue IdonD iljos lwaqqeam
SO S '410ad SU0PO0;S1MAUdSOIUqM3MBj;WjMIZE; om; nsaq4 uaenjaq awl; Aue ;u puddc;s Ao paAAvjs aq ueD Buldwn.j.
onsw 03 asep wanywon; Wnuls1w ulequiew 04 Qjdwnd dc;G 04
pBqsjjqeAsa &I 4snw ucj4uAaja uy -uTbEq pinoqs BuTdwnd uEqm a4vnjpuj o4
4014?WrE EIQ Uc phile'SUT Eq QORW jFKjWW quaUuWasd e ibuldwnd UT5aq
a4 ualluxula oqq no pDjjv4suj qau s; adld aajAnc nq4 I -js)5ujpjjncI
WW�j (E)WId 40 40.AUI 4xjqno sq, Alynnsn sy syqk pue Buldwnd
Maq 04 WMP Uua UT POUlMaj0p Sj U014MSja WnWjXFW V -0jqejjeAe
eq sAamle Isnw eMICA E5Vj04S Sjq4 ;nq lajnAn Buldand jvnuue.uv ui
iep1suon ej jvqDvj F a qou 111m Ile 4ulej weaA ga nqj -jeaA qnsa padwnd',
Sq QQ POO& QjM IjUjUjej SSOM0 AO WqnUT B 40 ObeWAV UP
,5Eqnuj B Aja;ewjxovddv sl 1jejulva ssaDxE JtnUUW SWMA0 0qj -jeaA Y.-
uy xsF=xu sy4uaw q 4soq5jq ap, spanDma in o4 jenbo s, qnlym jjTjuTz
-(
ssanxa 4c seqDu; L ua pesvq al anewj4sa sjqj -jwaA aq seaA wool pul?
jvoA aW; 4ncq51-11::nqj Aue4sucn AjAjeA aq 117M SIMTUP y0 WqWnU WAT8 �-
W001 PS4UAMUa5 aqSeM ja aWnICA Sqj sizaA 2 AnaAE a3uo Aa aBevaM?
aq4 uc sinDnc qeqq Ileju;nj (Aep auo) jnoq q2 ;vabjej eq.' IE pu=
Wodua 1noDue seec;4ej^waqje 1lNe(I q
amnIcz paqvwjqsa un sl Mejc4s Awriodwaq sqquaw 9 pau5jsap aqj,.
-waqsAs aqq a% pappe jaqwm qaajA jo ;unawe aq4 pue Isuol4e,ado BujqsnI4
SUOT41PUOD IICE Oy snp ALyA AM (s5pja;s Awuncdwe; + 4uauwwwad) poqnea-1
OR 34 JOAO! pInIA pauuvIA aqq voi paj;nbaj awjq sqj -J0j4U0n j0po -UjW
q4lm (Mejaqs ;uYuswied) quew4eaqq a4sem woA paubisap S1 u005vj sTqj.
NfId WNURBiNIM GNV NUIM130i

` ~ 4. The rocnmmenc� maximum amcunt 1; ppIy per irrigaticn is
one (1) inch a:d the recommended maximum apLlicZAtiore is 0.3
`
^nch �er hour,
~ ~ '
5' Kz.ep vegetation on thembankment I' areas ad a, to the
lagonn mowed annually. Vegetatik Ioul'� .1 be f d dei
to maintain a vi�orou,� stand.
6. �epatr any ernded areas �r areas da�oag�d hy ro�en�s and
tablish in veget�cion.
7. A surface runnf� is_to be dIn the lagcan t� �table
cutlets.
8. Ke�p a minimum of 25 feet of grass vage�ated buffer ar�und
waato uld� a6jacsnt to p�rem��al sns. Uaste w�lI
Ivct be alied ir. open 6 itc"Ies. Dc not pump whin 200 fest of e
residence ar within 1C0f�et of a wal1.
9. �he Cts tt�e disc�a��s cf
pollutants yaters The a/tmect o�
Environment, Health, anJ Natursl Resources, Divisi�n cf �:vircn-
wental Ma�a�eoen�, has the res�on��bil�ty for enf:rci�� t�i� la�.

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 strapped of topsoil ( 3 11 ) and stockpiled for use on dike
and pad slopes (2--310). The topsoiling quantity is in excess of
amounts specified on page one (1).
Cut-off Trench:
--------------
A cut --off trench (when specified) shall be installed as shown in
the plans.
Construction:
Construction of excavated and earthfill areas shall be performed
to the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 6" lifts and not placed in standing water. Compaction
shall be performed by the construction equipment or sheeps-foot roller
during placement. The embankment of the lagoon shall be installed
using the more impervious materials. Construction of fill r
heights shall include ten (10) percent for settlement. To
protect against seepage, when areasof unsuitable _material_ are
r gncQu ted.,.__they..will. ne,ed.,to be,.,excavated a.minimum of one (1) „foot
balow-_grade.-.and, backfilled, and compacted..with a _SCS .approved
material .( i.. e.._-CL.,_S_C�k�J . 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.

ANIMAL WASTE ❑TILIZATION PLAN
Producer: M. R. Langdon and Bons Inc.
Location: 7033 Raleigh Road
Henson NC 27504
Telephone: [phone]
Type Operation: Existing Farrow to Weanling swine
Number of Animals: 1600.00 sows
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. 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.
2. soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters,which is not allowed
under DEM regulations.
Page: 1

ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value -of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of Facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H .0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
1600 sows x 6.1 tons waste/saws/year = 9760 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
1600 sows x 5.4 lbs PAN/sows/year = 8640 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan
time and have appropriate equipment to apply the waste in a timely
manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application. -
Page: 2

ANIMAL WASTE UTILIZATION PLAN
s
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
2988
1
NOA
BH
6.1
305
0
7.5
2287.5
I
APR-SEP
2988
SG
1
0
1_1
Z
150
17.5
1375
SEP-NOV
2988
3
BH
6.1
0
INOA
I I
1305
13-4.2514346.25
APR-SEP
2988
SG
1
0
1-3
1
Z
150
114.251712.5
SEP-NOV
2988
4
BH
6.1
0
INOA
I I
1305
15-25
11601.25
APR-SEP
2988
SG
1
0
1-4
1
I
150
15.25
1262.5
SEP--NOV
2988
5
BH
6.1
Q
INOA
I
1305
15.25
11601.25
APR-SEP
2988
�5
SG
1
0
I
150
15.25
1262.5
SEP-NOV
END
I
TOTAL111448.7
- Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations
may require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This
plan only addresses nitrogen.
Page: 3

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL 10
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
In interplanted fields (i.e. small grain, etc, interseeded
in bermudagrass), forage must be removed through grazing,
hay and/or silage. Where grazing, plants should be grazed
when they reach a height of six to nine inches. Cattle
should be removed when plants are grazed to a height of four
inches. In fields where small grain, etc, is to be removed
for hay or silage, care should be exercised not to let small
grain to reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too
high and this will definitely interfere with stand of
bermudagrass. This loss of stand will result in reduced
yields and less nitrogen being utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season, depending on
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a
height of about two inches before drilling for best results.
Page: 4

ANIMAL WASTE UTILIZATION PLAN
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
CROP
UNITS
PER UNIT
BH
SG
HYBRID BERMUDAGRASS-HAY
SMALL GRAIN OVERSEEDED
TONS
AC
50
50
TABLE 1
TABLE 2
TOTAL
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW N USED
32.25
11448.75
0 '
0
32.25
11448.75
* BALANCE
-2808.75
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 5

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient
rich and will require.precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approximately 1408 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 7040
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 23.4666666667 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 56.32 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25% depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
Page: 6

0
ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
I I
I
(Application
RatelApplic. Amount
Tract
l Field
Soil Type
I Crop
I
l (in/hr)
I
I (inches)
2988
I I
l 1 I
NoA
i BH
l 0.50
i *1.30
2988
I I
1 3 l
NoA..
I
i BH
i
l 0.50
l *1.30
2988
I I
1 4 l
NoA
I
l BH
i
l 0.50
I
l *1.30
2988
I
i 5 l
NoA
I
l BH
1
I 0.50
I *1.30
2988
I I
i -1 l
I
l SG
I
i
2988
1
i -3 I
C
I SG
1
I
I
2988
I I
I -4 I
I
I SG
I
2988
I -5 l
I
l
I SG
I
1
I
i
i
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
Page: 7

ANIMAL WASTE UTILIZATION PLAN
Your facility is designed for 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be stored
in your structure be within the 25 year 24 hour storm storage or one
foot of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
Page: 8

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the
producer either owns or has an agreement for use of adequate
land on which to properly apply the waste. If the producer does
not own adequate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for
waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons
per acre per year. Waste may be applied to land that is eroding
at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
5. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the application
does not occur during a season prone to flooding. (See "Weather
and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor or flies.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such
a manner that the crop is not covered with waste to a depth that
would inhibit growth. The potential for salt damage from animal
waste should also be considered.
Page: 9

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(see Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over --spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
15. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation.. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 10

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 11

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:Godwin Farm
owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Environmental Management (NCDEM) before
the new animals are stocked. I (we) also understand that there
must be no discharge of animal waste from this system to surface
waters of the state from a storm event less severe than the 25-
year, 24-hour storm. The approved plan will be filed on -site at
the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDEM
upon request.
Name of Facility owner: M. R. Langdon and sons Inc.
(Please print)
Signature: Date: 97
Name of Manager(If different from owner):
Signature:
Date:
Name of Person Preparing Plan: (please print)David G. Faircloth
Affiliation:NRCS Phone No. [phone]
Address (Agency): 121 East Mountain Drive Ste 229
Fayetteville NC 28306-3422
SignatureDate: L+- )_t-9-7
Page: 12

Me
C y�5✓
y,7{k a� r.y'^F �y f•�^:�fi 'yam" S~ H'�`. �w ��. ,C r- � +r
�'i .',Sn , • � ji7/ Je.l'`�r t1� } e � •�Iµ�-•�-�i�✓ J' i�' S 'F r- �.
rw r w •,lh.
+ r ' E,!•c [ •! •tit wi �. I r .:
r'��:;;,i �� {��',;ta '{' � a�3��r ti "I'+�cr �' •ti �, 'ter_ ,w � �Sy;...
+,t f, 'fiy ♦ art ti i R h ` J •r _ } •F 1 Y .
1
Ie
1 ry�•jti•
''� r. L :r,• ' �N;•t-•�+, .•.�... _jr- �.�.;'i�L;.�.+r• rye;-�
r\Y•tiy��e .I � r +�f '"7�ia ram_ ••j ,til '� f .��x�• �� ' L
a4�•-
� ' f r�� '4' �^y � � 1 `rl �' S 4r�1 • r � 'jti ! 6.::..i•{�,� L` � !_ t
rR jai-tipJ' / L.44
!I ]I•F �, r I,t.1 .fi,r,�.��� .�y,� 'ta'
p� j]]''yam � ,, ,'� ; ! r „lr ^�t h �•� �
iN JM'; 'P'"I ~ y �,1 �...' f,• ...lj l'r I. .. ♦yi S�).J '1•_ 'w� •.� 1 'r .'�
`„ •!" L "ti! :� t . i 7 � y' IYi fry-_[ N ('i , i
'.1r �!�� •�i '� . , � 1 h �" � � � lad f ,�71f w. w5,,, � • '/i
:t,r�.y�?.j.• 1R-r�3�4t'i,�r � �� '��r Y?�F�•• r G
_ "r: .rk_i�14�fy, �ij '.•��i•" •�!r! i_ -rw �ti • ~�
' , -rY ": •~4ix .Y rJ.rl X11.M1J .` r7 �� r ,. ! `"�• '; �.,��r.. ..���i, tr
� •'�4 w - •,w- `+'{' �� r ^S Ct�YtT is
I' •�` +.w-:,,/ ,�(. •r�/. t'. •"':�'r•; :;j.�, F�,r �} �,��.;�'i�rw�.�r-N. r1�C
}
t
�i Y'`r� .. � •� .}:`t ��;�' •i poi r ,,,,
���' .'Y �� ;z y��•r�rQ�`f.y.,ytl,r!'�. M*r� 7U�,��Y w,{r'� 1�-.tr�'ni - i� ,a �
•r , rater, rlli y �'j .. >`�.� �7 � � L t ' ' rJ J t y
t ...
� •4. 1� .''IS 1: .'Rjr.l' r I.. 1'J il'.': r' %' •�.�:.' i',+: T''� ',

. U, S.* Department of Agriculture
Soil Conservation Service
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
NC-ENG-34
September 1980
File Code: 21Q
Landowner La ,,� d��l'a r i►��_ _ County C�,�y e.+a} a
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool _ g /d Ft.
Date of Field Hazard Investigation 9-6 � -- S �
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
\ . Est. Elev. :Est. Elevati.on
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use ; Improvements : Above :Floodwater Above
Flood Plain: Flood Pl.ain
Ft. Ft. Ft. Ft.
44+
2
3
Describe potential for loss of life and 10ige to existing or probable future do stream
improvements from a sudden breach Crl n,, _,GV.-C.._
M
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21) e_._
Dam Classification (I, II, III, IV, V) -, V 1 a_& 0-0, glass ds�
By CL. � •� a,.. c"D___ _��s C . $ j_n.-, . Date 5 'S
name tit e
Concurred By Q�z zs,g�'
Date
n e i 1
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW - Well graded gravels; gravel, sand mix
g- gravel ,
GP -Poorly graded gravels
s - sand
GM - Silty gravels; gravel -sand -silt mix
vfs -very fine sand
GC -Clayey gravels; gravel -sand -clay mix
al -sandy loam
SW -Well graded sands; sand -gavel mix
fsl-fine sandy.loam
SP -Poorly graded sands
I.- loam
SM - Silty sand
gl -gravelly loam
SC - Clayey sands; sand -clay mixtures
si- silt "
ML - Silts; silty, v. fine sands; sandy or clayey silt
ail- silt loam
CL - Clays of low to medium plasticity
CH -Inorganic clays of high plasticity
cl -clay loam .
sicl- a}1ty clay Ioam
MH -Elastic silts
OL-Organic silts and silty, clays, low plasticity.,
scl -,sandy clay loam
sic -silty clay
OH -Organic clays, medium to high plasticity.
c - clay
1. Suitable material for embankment is available Yea O No (indicate when located an the sketth an
mum" stdel
REMARKS: .T.rAgr /s 400 A VO C�/7y S-, 4,�4
/%�`�
{,.J J 4 •t� �� ,ed'D y / �iP!' o�v s a I� G Goof �Iiay7 �ji ry e
2.ECarN �d..vQtQO G roG'mor✓ .�% Torte a c ar'AT.�•✓. �Q � O) , .Gr���.V 5,Q �
ia-1�l-T.�'iP�,q� /S /-=�✓�vc.dT�iP,�� ar�iP .d<jr�A�/.y►T�f� fr,��•i�h.0 a
7,4? Z;V AI�j�
2. i&;p'1 i4.& requiring special attention in design (seepage. sp.ing..mck em)Ai��A1
GENERAL REMARKS:
24
25
26127
28
291301131
32
33
34
35
38 1113711381.391401141142
43
14411451146
47
481491150
161

SCS-ENG•538 U. S. DEPARTMENT OF AGRICULTURE
Rev. 5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED 49360 SITE
� r
WATERSHED AREA MEASUREMENTS
CROPLAND —ACRES PASTURE —A.
WOODLAND ACRES TOTAL—A—n%lo
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS
Locate rvierence point in center firte of dam and identify an JkckA.
■■■■■■■■■■■■
■■■■■■■■■■■■■
■■■■■■■��■■■■■■■■■■■■■■■■
■■■
■JET
■■■■
E■
r■©■■■
■E
!
M■M■
■
■
®Iiummm■■
■■%
■■■M■■■MEM■■■■MEEM
■
■%■■■
M■■■■■■■■■
■■■■■■M!
MM
■■E■■■■MEM
MEMO■■■
■
■■■Imummom■■■■■■MEMMEM■
M■■■■MM■E■■■M■■■■
■■
MINE
MM■M■M■■■MMM■■■MM■■E■
ONE
M■M■■M■■M■MEMM■■■MM■M■■
■■■EMME■■M■■
MINE
o■■■■
■■■■■
ME■■■M■MME
MEImmommom
■■■■■
■■
� I� `mmmm
`�
■■■■mommommomm
m
0
0 OBORING NUMBER AND PROFILE�.
a* -Separahr wiA,�cal red line.
Continued on bac* where necessary) Show walor labl* elevations on dam-sile boringi,
�i©I
@I©��Ii�iEJE�IQJi@I@!l�ilml®I@lm�@I@ICI®1©I©
®COI■I■l■1■I®I■I■
■I■I■I■1®I■I■I■i■1■I■I®lR�11■i■
��I■i�i■l■I■I
i
■I■I■IIIlI■I■IEltit!■IEi■!■1■1■
®�I■1■I■Il�I�l11
I
'■I■i■1�11C�I�i!I■I■I�IOI■1■I■i■
®®��1E=I�1
■1®1■
■1■
■I■Iml■i■
■
■
■
■I®■
■I■
®�I[�i■I
l■I�MI�"JI■�■I■1■I�I■I■I■I■I■I■I�II�I■IEEE
�'�l1®1■I■I■!■I®i■:■I■I■I
101®I■I■I■I■I■I
I■I■i■
�■J!
1E■I■r�
I®i■i■I■I■I■iml�l■l■i■I■I■I'■I■I■I■':
�R�I�I■1■1■IL'�I■1■i■I■I■I■!■I
I■IEi■l■I■l3JIC�1■i■
�I®I■I■I■l�l®I■I
iEI■I■1■I�I■I■i■i■1Oi®I�l■1■
®�
1■I■I■I�iI�AI■�I�!■I■1�:■I■I■1■f■!■I■f■I■1■
BORINGS MADE SIGNATURE & Trru-&Zi;:�L' �.�
V sm
,✓� cy� r4,�a� ��s����1 �,as� ,cr��4

I
SCS•ENG-538 U. S. DEPARTMENT OF AGRICULTURE
Rw. 5-70 SOIL. CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
!.
CMS
CROPLAND -WATERSHED AREA MEASUREMENTS AL,
WOODLAND -ACRES •• • •• . •
SKETCH OF •.-• • POND SHOWING WHERE BORINGS
Lzrate reference point )n center line of dam and identify on sketch.
■
E■■
■MMUM
EMNEEMO■■■■N
■
■E■®
■O■
■■00■■r
0
lIMEMEMEME
■■MO
■
■OO■O■■E
■■■■MMI■■■■■
■■i;ML
■■EFL
■■1�■■®©C:
Mso
■■■E■■
■■■■■%■O!-■■■r
■E■■■■00■■ENN
■■M■■
■r■rMIRM■r■SWEEr,■■
■
■■■■mMEMI
M■■■■r,
■■O■�■O■■O■■®■■■■E■■O■■■■r
■■E■r■■OEE■■
NOMINEE
■■
■■■■■
0000000
MEMO
1001100001M
1
Make and ust dam -site and spillway boHngi first- Men panded area and borrow pit borings -separald with vertical red line.
fConfinued on back where necusarV) Show water tablit clepations on darn-sile borings.
©�
i�i®I[i1�71�'E�Imi�'!I
i®i®ImImImIE41�1®I®I©
®�!■l�l�1■!■!�I■,■I■1�1�1C�1■1■I■!Ol■1■I■!■I■!�
®�1E1�1■i0101.
I
�■IOI■I�I�IEIEIEi■I■!■101■101■
��1■Irl■I■10I�I�■I■'t■11�'ll■I■1■I■1�4■1■I■I■I■�
®�
■I�1
■f�l���■
�
f�1�1®�
EI■IOI■
■I■
■101■
®�!■IOi�101■iC�il■�I■1■!■!•
I■!■!■I■IOIEI■!
!■lMir
��I®!'�!I�lil■l■Imll�!■!■I■I�I■I�I�!■I■I■I■I�i■I■I■
�r■���m1�lOi1■�1�1��■1■11■1�1�1■1■1■101r1r1■1■i■i■
.
�I
_f�f�l■i
!■i�!■I�f■f�fri■IOf■I■irl■I■1■i■!■
�1d,Irlrlri■I■IMICE■I■1■1r101■I■I■��I■I■101�1■
®■
Irk■I■I■!.�u^i■i
I�I�I�Ir'■I■!■!Olrl■I■!■!■!■
SOMEONE
BORINGS MADE BY-
s`'� 1,vYAJ7i6R7,aW rN4PA %-2/ `93

TYPES OF MATERIAL ENCOUNTERED IN 13CRINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW - Well graded gravels; gravel, sand mix
GP -Poorly graded gravels .
GM -Silty gravels; gravel -sand -silt mix'
GC -Clayey gravels; gravel -sand -clay mix
SW -Well graded sands; sand-gT4vel mix
SP -Poorly graded sands
SM - Silty sand
SC -Clayey sands; sand -clay mixtures
g- gravel
a.- sand
vfs -very fine sand
s1- sandy, loam
fsl-fine sandy loam
1-loam
gl - gravelly loam
si-silt -,
r
:.
ML -Silts; silty, v. fine sands; sandy or clayey silt
CL - Clays of low to medium plasticity
CH -Inorganic clays of high plasticity
sil- silt loam
cl -clay Ioam
aicl-silty clay loam
fAJu -Ta. C` _
MH -Elastic silts
scl -sandy clay loam
OL-Organic silts and silty clays, low plasticity
sic - silty clay
OH -Organic clays, medium to high plasticity
c -clay
1. Suitable material for embankment is availableEff�ea O No (indicate where loWled on !ha skefeh on
r wm side
REMARKS:, �`'/i`'✓4Ti
�u�r�i� ��v�l,���:.�G �U�JN r /.�wt 8� N�ED/1'O D��C is GaTT,✓ .
�y=. !� %� �sJ Jr�A.✓fi[j�` ♦J'' �v'i4.�1¢ fJ�/� /�/]� .�/a�l � �� �-' �1's1J��,Cs f"� �,
I Explain hazards requiring special attention in design
(Seeyap., sprtnq,. rock etc)
GENERAL REMARKS: N c C� • Y..`�^ o� @� { _� t ,�� C
u*c c %
24
26
2612
28
29
30
.31
32
M
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51

4%6 F.ar-=e r. a
Page I of 3
North Carolina Agricultural Extension Semite
Agri -Waste Ma--nage-m'-ent
I.I91;S = U= SA2i =G , A19L== ,AM CA=r s "=ON
OF LAM AFP*.SC =(M B.I =
Jams C. Sarke- *
WANEW's. • -�+tJ
A. Semi.-SoLLd Lot Baez
i. Scraped directly -am loz inzo spreader
a. Fr= loaded spreader, collet;. abouz 2 lbs of mx=a �om
dC are= locations using uom=zal"is callmc:.ars.
{w- F--= storage
a. Collect about 2 ibs of -jrmTYe -om under the s=-'ace crust
avoiding bedding matarials and using ==meral? is collectors.
B . T.-Iqu d d Xaxn= 51i:=--7
_. IIndar-slatted-floor pit
a. Extend a 1/20 nonmeraLic conduit open on both ends into
m�-T:Trp to pit floor.
b. Seal upper and of conduit (e.g., by placing a thin over end
of comet) .rapping Ta--a that haz entered lower and, remove
and empty sl=77 into plaszic bucker or aormezai?is ccn aine=.
C. Take sxbsamples from 5 or more locatson.s or at leazz 1 quart.
d. a:Lx and add about 3/4 pint to zanmezaLic sale con^raimer.
i-,L- rate for storage basin or tank
a. Make sere maim -a has been well -4xad with a liquid T" a
chopper -agitator puma or propeller agitator.
b. Take =hsamplas from about 5 pit locations, from agitator pump
or from ma=e szreadar and place J= a plas-_c bucket.
* Professor and Ex-easiaa Specia4.:sz, 3iological and Agricul-'.ral Eng mee='_ag
Depa-meat, Nor=h Carol:.= Szace OaiversitF, Raleigh, NC.

r• Attachment B
Page 3 of 3
II. SAIM' PREPARATION A14D TRASSFM
A. Place sample into an expandable container that care be sealed. Ruse -
residues from container with clean water but do not use disinfactanrs,
soaps, or treat in any other way.
B. Pack sample in ice, fefrigerata, freeze, or transfer to Lab quickly.
C. Hand -delivery is most reliable way of sample transfer.
D. If mailed, protect sample container with packing material such as
newspaper, box or package with wrapping paper, and tape.
E. Commercial sample containers and mailers are also available.- Contacts:
i. A&L Eastern,Agricnitural Lab, Inc. iii. Polyfoam Packers Corp.
7621 Ahitepine Road 2320 S. Fosrzr Avenue
Richmond, VA 23237 - Wheeling, IL 60090
Ph: [phone] Ph: [phone]
it. Fisher Scientific Co. iv. NASCO
3315 Vinton Road 901 3anesvIl.le Avenue
Raleigh, NC 27604 Fort Atkinson, W1 53538
Ph: (919)876-Z351 Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
G. The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Depa:tment of Agriculture
Agronomic Division
Plant/Vasta/Solution. AdvisOX7 Section
Blue Ridge Road Center
2.0. Sox Z7647
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Rap Campbell
ii. Forward $4 along with the sample.
iii. Include the following identification itfor=a.tion 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. paste type (dairy -lot scraped manure, liquid slurry; swine -pit
slur--y, lagoon liquid, sludge; broiler -house litter, stockpile
iv. ?routine analyses performed on all saatples: N, P, K, Ca, MS. Na,
S, Fe, Ha, ?a. Cu, 3
v. Additional analyses performed upon request: DH, Ho, Cd, Ni, Pb

Attachment B 1
Page 2 of 3
c. Mix and add 3/4 pint to a nonmetallic sample container.
C. Lagoon Liquid
i. Collect about 3/4 pint of recycled lagoon ,liquid from inflow pipe
to flush tanks in a nonmetallic sample conta.ins=.
ii. From lagoon
a. Place a small bottle (1/2 pint or less) an end of 10-15' pole.
b. Extend bottle 10-15, away from bank edge.
c. Brush away floating scum or debris.
d. Submerge bottle within 1' of liquid sur--Oace.
e. Empty into a plastic bucket, repeat about 5 times around
lagoon, mix, and add 3/4 pint to nonmetallic sample container.
D. Broiler or Turkey Litter
L. House litter
a. Visually inspect litter for areas of varying quality, e.g.,
areas around feeders and waterers, and estimate percent of
floor surface in each area.
b. Take about 5 litter subsamples at locations proportionate to
item a. E.g., if 20% of litter of similar visual quality is
around feeders and watarers, take 1 subsamp le there and the
other 4 subsamples from remainder of floor surface.
c. At each location, collect litter from a 6" by 6" area down to
earth floor and place in a plastic bucket.
d. After 5 subsamples have been added to the bucket, mix, and add
about 2-3 lbs litter to a. nonmetallic sample container such as
a 1-gallon freezer bag and seal.
U. From stockrile
a. Taste subsamples from about 5 locations at least 18" into pile.
b. Mix, add 2-3 lbs to nonmer.a.11ic sample container and seal.

. ..........
V,�V
V14 N;
ti
t4 f.
IVA

u.s.aaa: t 991-0-299-105140ee9
ti. .� ..
U.S.D.A. SCS-CPA-026 1. Name and Address of Person
Soil Conservation Service (June 91i /N A, 9 .'4 S' + -
HIGHLY ERODIBLE LAND AND WETLAND
CONSERVATION DETERMINATION
2. Date of Request
,
7 -/ 3 r 13
3. County
f�Nf, "
4. Name of USDA Agency or Person Requesting Determination S. Farm No. and Tract No.
SECTIdN I - HIGHLY EAOnlALF LAND
6. Is soil survey now available for making a highly erodible land determination? Yes Na ❑
FIELD NO.(s)
TOTAL ACRES
i#�4x*.�5�1.: '�-..
.:.�: ,FUG".�M:
7. Are there highly erodible soil map units on this farm? Yes ❑ No ❑
i
k
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 will be converted for the production of agricultural commodities and,
according to ASCS records, were not 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 ❑
IM
7W .�
LFddr9RP1ItsVJiIId`III
11. Are there h dric soils on this farm? Yes No
FIELD NO.(s)
TOTAL ACRES
12. Wetlands (W), including abandoned wetlands, or Farmed Wetlands (FW) or Farmed Wetlands Pasture (FWP).
Wetlands 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
abandoned.
13. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23, 1985. The use, management,
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland conservation provisions unless
the area reverts to wetland as a result of abandonment.
14. Artificial Wetlands (AW), Artificial wetlands includes irrigation -induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
15. Minimal Effect Wetlands (MW), These wetlands are to be farmed according to the minimal -effect agreement signed
at the time the minimal -effect determination was made.
16. Mitigation 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 Wetlands (RPW), 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.
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 Wetland (CW+year). Wetlands converted after November 28, 1990. You will be ineligible for USDA
program benefits until this wetland is restored.
23. Converted Wetland Non -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs,
cranberries, vineyards or building and road construction.
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 (SM, See item 22 for information an CW+year '
27. The wetland determination was completed in the office field and was delivered❑ mailed o the person on
28. Remarks.
16,24 //19 V
29, 1 certify that the above determination is vorreer and adequate for use in determining 30 enalurSCSDistrictConse ationist
ilir. elipibjnr USDA progrant benefits, and Char wetland hvdrology, h}•dric,mils,andItrdrophvtir vegetation under normal cirrumstanres exist on all areas outlined as&edands. Farmed Wetlands, and Farmed Wetlands Pasture.

UNWED STATES DEPARTMENT OF AGRICULTUilE~-
Spit Cpnaervaflon Scwice SCS-CPA--026 1. NAME AND ADDRESS 6R PAOOUM
{tray)
T. H. Johnson
HIGHLY ERODIBLE LAND AND WETLAND CONSERVATION DETERMINATION Rt. 1, Box 68
Wade, N. C. 28395
July 24, 1987 '
3. NAME OF USDA AGENCY OR PRODUCER REQUESTING DETEnuinATioN
4. FARM NO. AND TRACT NO. (S) S. COUNTY
ASCS
200 T2988
Cumberland
SECTION i - HIGHLY ERODIBLE LAND
YES
NO
TRACT NO.
FIELD NO.(S)
TOTAL. ACRES
6. Is a soil survey now available for making a highly erodible hand determination?
9 Y Ian?
A: _-
X
7. Are there highly erodible soil map units on this farm?
I
i�
LLL
8, a. List highly erodible tract and fields that, according to ASCS records, were used to produce an agricultural commodity
y N
In any crop year during 1981-19B5.
b. Is an approved conservation plan being actively applied on all of these Fields? If "no," list the tract and Fields (from the
ASCS records) on which a plan is not being applied.
9, a. List highly erodible tract and fields [hat, according to ASCS records, have been or will be converted for the
production
of agriculturai commodities, were not used for this purpose In any crop year during 1981-1985, and were not enrolled in
a USDA set -aside or diversion program.
`
b. Is an approved conservation system being used on these fields? if "no." list the tract and Fields (from the ASCS records)
on which a system Is not being used.
10. Ara there other Fields or unnumbered areas that (1) have highly erodible map units, (2) were not used to produce an agri-
I it r cultural commod in an crop year after 190 and were R 3 e e not enrolled in a D - in
Y Y { USDA set aside or diversion program y )
p 9
anycro eardunnq 1981-1985?
11. CERTIFICATION: The ___ (no.) conservation plan(s) was (were) approved by the �____ _ -� Conservation District on
19-_.__ __ ,'and conlorm with technical requirements of the SCS field office technical guide. Conservation systems Included in [he conservation plan(s) applied
SECTION Il -- WETLAND
YES
NO
TRACT NO.
FIELD NO.(S)
TOTAL ACRES
12. Are hydric soils on this farm? It "yes," list tract and fields (from the ASCS records) or unnumbered
,........ r,rr-r.
areas (un) in which they occur.
13. Do fields [hat were or will be used to produce an agricultural commodity contain wetland? If -yes." list tract and fields,
outline the wetland areas within fields on the ASCS photograph(s), and mark with "w" for wetland; "aw' for artificial
�J[`
and irrigation induced wetland; "mw` for wetland on which the conversion would result in minimal effect.
_
14. Are there converted wetlands on [his farm that have been converted Since December 23. 1985? 1t 'yes." list the tract
T
and fields, outline converted wetlands on the ASCS pholograph(s), and mark with "cw"_
I
f I
w determination wa f
15. The elland Bete t s done in the office {Feld'..........
...........
i
........ .
.......
.....
16:. This determination was hand delivered j mailed j,Vl to the producer on
(DATE)
Any producer who does riot agree with this doterminalion may request reconsideration from the person making this delerminalion. This request is a prerequisitu for any further appeal. The requtnl
must be in writing and must set forth reasons for the request. The request must be mailed or delivered within 15 days after written notice of the determination is mailed to or otherwise made avail-
able to the producer.
17. REMARKS � / j 1 f
This determination applies jonly to the fields identified by ASCS. Areas such
as woodland on this farm may be wetly ds.
18. SIGNAYURE OF SCS r0-!5,T•ntCT C94W.FWATiONisT
Assistance and programs of
t Conseryallion Service are available without
religion• color, sex, ago, handicap• or national origin.

r]

Symbols and Definitions
1. PC - Areas of hydric soils that appear to be cropland and do not
pond or flood for 15 consecutive days during the growing season
(February -October). These areas will be delineated but not
measured.
'2. FW - Areas of hydric soils that appear to be cropland and con-
tinue to pond or flood for 15 consecutive days during the growing
season. Delineate and measure.
3. W 1/ - Hydric soils that are in pasture or woodland on the aerial
photograph or color slides. Delineate and measure.
4. CW - Any hydric soils that have been cleared or drained and placed
in crop production since the Act was passed will be delineated and
measured.
5. MW - Areas on which minimal effect (MW) has been granted. Delineate
and measure.
6. N - Areas that are neither hydric soils nor highly erodible.
7. NW - Field that does not contain wetland.
8. PW - Soils mapping units with hydric inclusions. Need not be
measured. Requires statement .in remarks section of SCS-CPA-026
or in transmittal letter to person.
9. HEL - Highly erodible cropland --field requires a conservation
plan by 1990 to retain eligibility, if cropped to an annually
seeded crop. If it is woodland or pasture/hayland a plan is
required if it is converted to cropland.
1/ In North Carolina, land that was in pasture when the Act was
passed and has a commodity crop history will be PC if it does
not pond or flood for 15 consecutive days. If the land does not
have a commodity crop history, it will be called wetland (W).

Urit
SO4 eu a AXES ScMcoDEPAHTMENT OF A4RtLULTUne SCS-CPA-�026 1. NAME AND ADDRESS OF PRODUCER
Sri{ LU 54 XES Service
(1197)
T. H. Johnson
HIGHLY ERODIBLE LAND AND WETLAND CONSERVATION DETERMINATION Ht, 1, Box 68
Wade, N. C. 28395
3. NA6rE OF USDA AGENCY On PRODUCER REOUESTING DETEnMINATION
ASCS
4. FARM NO. AND TRACT NO. IS)
200 T2988
July 24, 1987
5. COUNTY
Cumberland
SECTION I - HIGHLY ERODIBLE LAND
YES
NO
TRACT NO.
FIELD NO.(S)
TOTAL ACRES
B. Is a soil survey now available for making a highly erodible land determination?
X
'.ti.......
7. Are Thera highly erodible soil map units on this farm?
`/
7�
!!!
8. a. Llsl highly erodible tract and fields that. according to ASCS records. were used to produce an agricultural commodity
In any crop year during 1981-1985,
b. Is an approved conservation plan being actively applied an all of these fields? It 'no,' list the tract and fields (From the
ASCS records) on which a plan is not being applied.
9. a. List highly erodible tract and fields that, according to ASCS records, have been or will be converted for the production
of aggricultural commodities, were not used lot [his purpose in any crop year during 1987-1985, and were not enrolled in
a USDA sel-aside or diversion program.
b. Is an approved conservation system being used on those fields? If "no,- list the tract and fields (from the ASCS records)
on which a system Is not being used.
10. Are there other fields or unnumbered areas that (1) have highly erodible map units, (2) were not used to produce an agri-
1 commodity •n cu 1ura1 com t an ern year alter 1980 and we
re ere not enrolled in Y Y p Y I } o a USDA diversion In
set -aside or program
an cropr during 7 l-
ea 48 7985.
-
If. CERTIFICATION: The _- (no.) conservation plan(s) was (were) approved by the —_-_.__ _. _ _— Conservation District on —�_-
19 .'and conform with technical requirements of the SCS field office technical guide. Conservation systems Included In the conservation plan(s) applied _ ._. (no_).
SECTION II - WETLAND
YES
NO
TRACT NO.
FIELD NO-(S)
TOTAL ACRES
12. Are hydric soils on this farm? f! 'yes,' list tract and fields (from the ASCS records) or unnumbered
......
areas (un) in which they occur.
13. Do Gelds that were or will be used to produce an agricultural commodity contain wetland? if 'yes.' list tract and fields.
outline the welland areas within fields on the ASCS pholograph(s), and mark with 'w' for Welland: 'aw for artificial
and irrigation induced wetland:'mw' for welland on which the conversion would result in minimal ellect.
14. Are there converted wetlands on this farm that have been converted since December 23, 19857 if 'yes,- list the tract
and fields, outline converted wetlands on the ASCS photograph(s), and mark with 'cw'.
15 wetland determination was done in the The eta s office field
. � r 1A. .
Is- This determination was hand delivered j ; mailed: to the producer on, 1p — 97n27 . .
(DATE)
Any producer who does not agree with this deter,nination may request reconsiderrltion From the person making this delerminalion. This request is a prerequisite for any further appeal. The rctlum;l
must be in writing and must set forth reasons for the request. The request must be mailed or delivered within 15 days alter written notice of the determination is mailed to or otherwise made avail-
able to the producer.
17. REMARKS Llj�! G�Ci�a�/!G /�/�CCL -d� �y�,�..'i�. / /S _..«�5 r j.dlL f �lh"t- /•G/�
This determination applies �oInly to the fields identified by ASCS. Areas such
as woodland on this farm may be 1aet1 ds.
-. - .»_......_.__— OAT -
18. SIGNATUnF_ OF SCS TRICY C ERVATIONIST -�
Assistance and programs at S ! Conservalion Service are avilable withouZ.-
. r*.,gion, color, sC=, Igo, handicap, or national origin.

1 r •If''; rJ�,4``y �E �y I i + 1.�` � r
SijS;:! JJr 5�''} �s: 'I �11 1 ,f•i• i' �.t - i��d_x{ .
�F� rA'is�t s{� F 'tM , i�.� t lip° �� 4 .• � tisEh Ivi�r rf > '} .',+' ' ,�i
={'1r�S�'sr
Sill •u +{riF APT 41t �`;1, � l` +rr.i f � i i v�t„,.r rl.+t yk �1. }1 �'I,Y,
$ 6 + i I`f r jJ ]�• .+'a s sl 't rFi
�+try3. - �rr••s5,r , } �< / w; I s { zy _ , t f
,. �iS ,� i Sr�E }.' 5y"'" g c � y if •�>f "t ^4�'��.}'� t.�l�iw, I: : rv1y 51�' H �� 4 I r�r�
Y'Vio
�1 r •w t + i ik s p I+R,4 rL 1�� F j;�
d y4ii, f r�.' a�ryL,_J ?' 4 ,.y, '' �..,k -t �' ✓f. y� f - I c i � .a - r, 6 • r s"ez
8 Jrlr s '"+`C i i r-S r:� ky'ia r5 �'•IS�., r 'r l;i
�^rJ'. f,ir I..IF-.C4 �G 'y,iJ�-vc•�T5 ii'�r.. '� Xr t{ r ��1 iy:�E �`s r . 1•� '.�A 2 r,. •,. � } r ,.�! a
,I. � t '� � 44 i "fs i -- i JF4'1',.�'r+�'if l� E'4i" i.,a'", ' !� y,�. 4�.?„NEd•', - °' •�. l � a �TI 4 ' r�,�' ' 1•h ,+rr f r� � �t r 1, t�•i i"•'G � +�F,
Jb' �• '4* r' 44N i;;"n, r, r .k. 5. �i �' ,.� + t ''� s• �4 . -t r'
t , , �a r��i v � ��:'J� r�'�y ,� �',' � �r}`r'irti � 3 �' � !ry !. vC: z �•ar .i r s,� � h ,r � I� t t 1 r,
e� isr,, •wa aj
1.' �iSsJi4: Jj' }- .}L \r s r•^"• Y y, 'S,i •4/ -
''kry. `ea'.•� �,.11•y.�;fir l i `� �i j f,rrtt r•• .c 3 3n1f. 1�� :i+�l�• • ,'�rwNiS:"4� i;r.r"w. t� �._ .7�C•, r•Qy '•' :I l i ,,.., I ir• i- �nr�� �1 .�- '' r r I Y �.a � y `
'� i ' r� f' :s1� -/�'-�'r�-�H �`};;Lzr': ) �"'•:• .L ti Y� r'. C4, r :L' � UI . yr ��''" 1. �2 ( i r,l _ w't ' F �'fi r. II � ',i)
;• •5 , :r•+ �y;� u+ f .',fir: ••*�, 'ia �,7 'rr• yr+ ,.r;. . ,s/��y G {^`;,y7r •J, .�,,,,, ".�t.• ,t t�: }, 4
• 4<), J.. � r �-'F1 ;e'' %,e � ' 3.RJ .Y i � i, �+ %' jr.1 i i , -J
;.. •'.S�tt+i. Ii>(Iti,'"4.{•fj��{I[•1�lLr`,:.tl), �,�"Si�11�� +K �: i:,]�+ T rtl�J 1:1�5 Ir-Rx rL 3J l' '�, , .. - F,?:: Y r -i ,j�
it � lkJ' r��if �y, T1 ij,� )i "� r1�:J. �' Sfi ak'rZ4••1,% {':x ! r�'��.:' iyil �v'A•Yi.�r �/' .'.V� I �S K�� L f+ � •F 'r
;>< . + 'SYrH • Ay Ir, p-.,•�"'�T `�'r •�l,{Y ,,. s �'ti • r.z.-> rr ` -'G-i \ 3 r.fx •i y - I,,Y e.+,
•r. �.,nt,. i!!i' r � xS_ns.; 7:. �i^r1�g 576'1F•'Pfi'4tl 4 T. 1�'-,• reu, '.t• { ". �
�`''
10
,'.. ;+.r', I'ri ^, if i ' }K L.i.��`r^jr�•ss''r,r�t'�e � .a ,ti; t yTi�L�. 41 'i )der .. r %t fl .• ` t r ,
k='••: F,! -, .''lyr'�r f•�1``«t� {�71r�'FFFrrrr"'Fi`i5 ?,r f fi �i + � -.;�'� rrr �r�rg?``�tY si.r' gst It .� , .•
��� r r_"•lf, it{,� + �$,: r�b e,r '[""_'t �_,"�' ±I'ra�d''� t�•�,Ki�'r�Ct toS' ..3. .iS��F� �`�,,1`�Yrt i �; 'rr'r i� at :1,,,.• ,
.i�'+f:, ��LL l�yi t�i �,�k'• t +�jf .;,4a�.;hi �i: Y;�q i �i.: �ilkC_ i •, �•F
tr'jiff, J r,,�h':1 i��'v.�i;� 4t'T''#�rS�.,c'Ip', Jc:a�' LX� ���'i%"' J`i s`.i�CrY� •r X'),- �l'rj-�3 a.,.4 r
F.t '. fL $� tY� ! � t:�'V � fy $ +? Ad���,✓, t•' +5 c-.,���I�'sa�`r ���r' ,S'yl��'�', . sti••
i vrlj0a s��f�ir1`�,�.y�'ArRAW ��� .7,E#ir��' JJJ�+;s'k���,r, �;':""?,�p $nf,, '_I ! rr'`r' - rr .; •�{,..
�:� � � a �.t � r<d ��k,y � PAryr .,� x��wi�np�l r a, , �. '�f 11' u.�r" ;•�;�• xti� �'�,�,r ' �I>_ ,
�b.�; ����, �,:��� r r�� ��, 7Y //�ai`�^�fA r �k � � ,.�.Fr g�^9r17 �='d � ,Ls. 1�' 3� t�"�^s, ,. .. )•, ' ,'
�k ' `iyS { ' f.
�' .].,•t,�j'i«•,4�F� :• r*� ..r,e`nu• �'-O,•If•;[ I,Eaj• •.••,t� :'>• �/' ,
t41t ..,a��'. {,y ,'t';l'...oi '.f.lr� f s j s .r`• :;s�.Y. ii'\. �,5 tr rlA,
^ s33 ,�• t � % •'Lr .;, , F t�•�b,� It9 !J" « r' R 9 j J
s r�,'�'hYaii1 ��''��'.�s;•�1r�� Jy� �. i�'P•I � H5 �w• 'r � ! � 4', { c ,4's-��� ��l�Ee`i��� r n l' 1? q �, r f "r � L k Fr `' JI,
Y''+ in la rr = '�.� �i!,. �� .°e P :•a+ �. "�'F�.«,".t f' F.� I ,"r'K �.,
�ti",»`i`:'a -%:r�,y�,,rei.� r, �e,�� ,' �.�i �� `��4 �^��i^Y'7�` ® � 0 j` �R• �'i��'r r.���•"� •i:�t',',i�
•'r•4cx. Y.I f''1. .Y .S .y.mn
• ., u}� T e�ff 5)s.r4 r ` ��� a i? , i�"t7�C'.?.r
�1rLy - s �,�i • r 4. ® � R [>2 ' T"'f• ,T,d c� _ � '+Pr fr+�k' ..��}r�;,fx. � ' i
r• .� i `Y • � . �'a,r�' 4 i�', yti � h1�ii'i'' � y?:..r+ • a : a
+j�, r, +� %a?�`! 9j� � e p � ,3W^�, aryCr�•!. �, �f /... 14'- Si e� 'r�� ��r1''� s4 ,•
j,{�''y�,Tt r iii sek t,.., b d r r > [�'^ �n9 i ^r.r�4 �• .ai „ tia� •.L ,
,'.i'trY't+�?a'�'.,�.Xl� _1 :.vs::61�4 .¢k:::t.. . •i4^"el'�'�."ts:.�' ._ .. .�%:i ..04..,
�. a}��.i'M.,-��1°�QF.rs..�:m."�5y.�i4;!.';�r�..��',..•~ «k'.k'�'1
' �; Y� wry 1 r'4M Y ` 'T Y I �Ir •'
•.•._r yirety rt t5, - r-. .tii ! R'a p- /CL

Symbols and Definitions
1. PC - Areas of hydric soils that appear to be cropland and do not
pond or flood for 15 consecutive days during the growing season
(February -October). These areas will be delineated but not
measured.
2. FW -- Areas of hydric soils that appear to be cropland and con-
tinue to pond or flood for 15 consecutive days during the growing
season. Delineate and measure.
3. W 1/ -- Hydric soils that are in pasture or woodland on the aerial
photograph or color slides. Delineate and measure.
k. CW - Any hydric soils that have been cleared or drained and placed
in crop production since the Act was passed will be delineated and
measured.
5. MW - Areas on which minimal effect (MW) has been granted. Delineate
and measure.
6. N - Areas that are neither hydric soils nor highly erodible.
7. NW - Field that does not contain wetland.
8. PW - Soils mapping units with hydric inclusions. Need not be
measured. Requires statement .in remarks section of SCS-CPA-026
or in transmittal letter to person.
9. HEL - Highly erodible cropland --field requires a conservation
plan by 1990 to retain eligibility, if cropped to an annually
seeded crop. If it is woodland or pasture/hayland a plan is
required if it is converted to cropland.
1/ In North Carolina, land that was in pasture when the Act was
passed and has a commodity crop history will be PC if it 'does
not pond or flood for 15 consecutive days. If the land does not
have a commodity crop history, it will be called wetland (W).

United States
�Department of
. Agriculture
Soil Charlie Rose Agri -Expo Center
Conservation 121 East Mountaid Drivd, Rm. 229
Service Fayetteville, N. C. 28306
Telephone: [phone]
Mr. T. H. Johnson
Route 1, Box 68
Wade, N. C. 28395
Dear Mr. Johnson:
November 7, 1990
Farm Number 200 T 298a
Recently I received an AD-1026 and maps from the Fayetteville ASCS Office
for your farm or farms that you manage. This form starts the process to
determine highly erodible land and wetland on your farm. This is part of
the 1985 Farm Bill work.
Our office has completed a highly erodible land and wetland determination
for the cropland on the farm or at least the areas delineated on the maps
by the ASCS office. Wetland determination and highly erodible land de-
terminations are incomplete in wooded areas and unnumbered fields. Before
clearing, draining or altering these areas for crop production, contact
ASCS and complete a new Form AD-1026. Failure to do so could result in
loss of eligibility for USDA benefits for all of the land you farm.
Fields indicated by numbers in item 13 "Prior Converted Wetland" are
classed prior converted, because they have hydric soils mapped in the
fields. This means that, under the 1985 Farm Bill rules, you can install
new drainage, modify old drainage without violating the "swampbuster"
provisions of the Farm Bill.
I thank you for your time and if I can be of further service, please do
not hesitate to contact me at 919-484-8479.
And I thank you for your involvement in agriculture in Cumberland County -
Si cerely,
k `
J M. Ray, Jr.
s rict Conserva ' ist
c ASCS Executiv Director
n
O The Soil Conservation Service
is an agency of tna
Oepartment o! ASriculture

U.S.D.0' SCS CPA-026 1. Name and ss of Person 2. Date of Request
51 U.S.D;onservation Service (5-89)
HIGHLY ERODIBLE LAND AND WETLAND ) 46'A 68 3. County
CONSERVATION DETERMINATION
— ", . C..Z83%e-
4. Name of USDA Agency or Person Requesting Determination 5. Fenn No, and Tfacl No.
,4.5 a5 1 ZOO
SECTION 1 - HIGHLY ERODIBLE
LAND
6. Is soil survey now available for making a highly erodible land determination?
Yes
No
Field No.(s)
Total Acres
7. Are there highly erodible soil map units on this farm?
8. List highly erodible fieks that, according to ASCS records, were used to produce an
agrdculturel commodity in any crop year during 1981-1985.
9. List highly erodible fields that have been or will be converted for the production of
agriculturai commodities and, according to ASCS records, were not 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 delarminatlon was completed In the : Office L._lQ Field "
NOTE: If you have highly erodible cropland fields, you may rsed to have a conservatlon plan developed for these fields. For further Information, contact the
focal office of the Soil Conservation Service.
SECTION II - WETLAND
11. Are there hydric soils on this farm?
Yes
No
Field No. (a)
Total Wetland Acres
✓
List field number sand acres, where appropriate, for the Idlowing:
•
"` - ;' ,
�L
12. Wetlands Including abandoned wetlands, or Fanned Wetlands (RN).
Wetlands may be fanned under natural conditions. Fanned Wetlands may
be farmed and maintained In the same manner as they were prior to
December 23, 1985, as long as they are not abandoned.
13. Prior Converted Wetlands (PC) - The use, management, drainage, and alteration
of prior converted wetlands (PC) are not subioct to FSA unless the area reverts
to wetland as a result of abandonment. You should inform SCS of any Brea to
be used to produce an agricultural commodity that has not been cropped,
'::y
managed, or maintained for 5 years or more.
;z
,*:•. aJ.h.,_1 M
14. Artifical Wetlands A Artifical Wetlands includes Irrigation induced wetlands.
These Wetlands are not subject to FSA.
-
- �'�=
• _'�'-
15. Minimal Effect Wetlands (MW) - These wetlands are to be farmed according to the
minimal effect agreement signed at the time the minimal effect determination
_= =
was made.
16. Converted Wetlands (CW) - In any year that an agricultural commodity Is planted
on these Converted 1etlands, you will be ineligible for USDA benefits. 1f you
believe that [he conversion was commenced before December 23, 1985, or that
-
the conversion was caused by a third party, contact the ASCS office to request a
commenced or third party determination.
17, The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
with FSA.
16, 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 (CW). See item 16 for information on CW.
19. This welland determination was completed In the Office Ffefd
20. This determination was: Delivered El Mailed To the Person on Date: --
NOTE: 1} you do not agree with this determination, you may request a reconsideration from the person that signed this term in Block 22 below. The
reconsideration is a prerequisite for any further appeal, The request for the reconsideration must be in writing and must state your reasons for the request.
The request must be mailed or delivered within 15 days after this determination is mailed to or otherwise made available to you, Please see reverse side of
the producer's copy of this form for more information on appeals procedure.
NOTE: If you intend to convert addillonal land to cropland or alter any wetlands, you must initiate another Form AD-1026 at the local office of ASCS.
Abandonment is where land has not been cropped, managed, or maintained for 5 years or mare. You should inform SCS if you plan to produce an
agricufiural commodity on abandoned wetlands.
21. Remarks
22, Signal Conservationist 23. )Date
C5 Ol
Assistance nd rams of the Soil Conservatic e v ' able without regard to race, religion, color, sex, age, handicap, etc.

,uij-7UZh IRP_uar-cPi 106.07.91E
INSTRUCTIONS
The producer requesting benefits on AD-1026 shall list the appi[cable affiliated persons with farming Inte,
FOR ITEM 9.
In Item 9 on AD-1026 accordin 'to ttre t`ules In tihe followin - table.'
IF raducer uestig
� __ ,_ : ; ; - ..•.:1 '
beneitfta'ts 1
THEN affiliated persons illrho must file Ai}1026 If they have farming interests are... : _ -
individual
Spouse with separate farming interests, or who receives benefits under their individual ID number.
minor children with separate farming interests; or who receive benefits- under their Individual ID
NOTE: If the,individua]
number.
ng is a nii6or child, the
estates, trusts, partnerships, and joint ventures'that the individuatfiling or the indvldual's:spouse ar- - • '`
father and mother shall be
minor children have an interest.
corporations that the individual filing.or. the individual's spouse:c"r minor ctiiidren have rn-ore- ihart 20%'inlerest.
listed as affillates
general partnership
first level members of the entity , .
_.
• _ .
:_ ...
joint venture
limited partnership
estate
revocable trust
Indian tribal venture
Indian group
irrevocable trust_ ..... ._..
corporation with
first level members with more than 20°% interest in the corporation.`
stockholders
State -
none
Church or other
charitable organization
county
city
public school .
corporation with no -
stockholders
KEY TO SCS DETERMINATIONS IN ITEMS 9 THROUGH 13 LISTED ON AD-1026A
8. HEL = Highly Erodible Land:
"Y"= SCS determined highly erodible land.
"N" = SCS determined no highly erodible land.
"= SCS has not made a determination.
9. 027 - Approved Farm Plan (CPA-027):
"Y"= Tract has an.approved farm plan, -
"N" Tract does not have an approved farm plan.
'rX" - HEIr flag is -Y", Producer has a 2-year grace period after soil survey is available to obtain an approved farm plan,
10. A027
= Applying Farm Plan:
..Y..=
Producer is actively applying an approved farm plan.
"N" '
= Producer is NOT actively applying an approved farm plan. •.
11, W
= Wetlands:
"Y"
n SCS.determined wetlands on this tract. (' See footnote.) .
"N"
- SCS determined no wetlands on lhis tract.
" "
- - SCS has not made a wetland determination on this tract.
SCS has determined a wetland does exist on this tract. Contact your local SCS office or ASCS office for details concerning the location of the
wetlands and restrictions applying to the land according to SCS,determination before planting an agricultural commodity or performing any
drainage or manipulation on this tract. `
The following statements are made in accordance with the Privacy Act of 1974 (5 USC 552a). The authority for requesting the information ;o be supplied on this farm is
the Food Security Act of 1985, P.L. 99.198, as amended. and regulations promulgated under the Act f7 CFR PART 12). The information will be used to determina
eligibility for program benefits and other financial assistance administered,by USDA'agencfes. The information may be furnished to other USDA agencies, IRS,
Department of Justice, or other State and Federal law enforcement agencies, and in response to orders of a court magistrate or administrative tribunal Furnishing the
N
Social Security Number is voluntary. Furnishing the other requested information is voluntary; however, failure to furnish the ,correct, complete information will result in a
determination of ineligibility for certain program beneflts grid other tinandal assistance administered by USDA agencies. The provisions of criminal and civil fraud
0 statutes, including t 8 USC 286, 287, 371, 641, 1001; 15 USC 714m; and 37 USC 3729, may be applicable to information provided by the producer on this form.
T Public reporting burden for this collection of information is estimated to average 15 minutes per response, Including the dine for reviewing instructions, searching existing
E data sources, gathering and maintaining data needed; and completing and reviewing the collection of information. Send comments regarding this burden astlmate or any
other aspect of this collection of information, including suggestions for reducing the burden, to Department of Agriculture, Clearance Officer, OIRM,'Rtibm 404-W,
Washington, D.C.• 20250,, and to the Office of Management'and Budget, Paperwork Reduction Project (OMB No: 0560.0004), Washington, D.C. 20501 RETURN THIS.
COMPLETED FORM TO YOUR COUNTY AGRICULTURAL STABIL12ATION AND CONSERVATION SERVICE {ASCS) OFFICE (address printed in item 6 of artaahed
AD-1026A).

�"hD-1026 MOW-" uwrED STATES DEPARTMENT OF. AGRICIILTUAE Form Approved-0111B Na;ossaaooa
HIGHLY ERODIBLE LAND CONSERVATION.(HELC) AND WETLAND. 7
CONSERVATION (WC) CERTIFICATION
1. Name of Producer ,_/ _
2. Identification. Number _
S. Crop Year _
4.
Do the attached AD-1026A(s) list all your farming interests by county, and show current
YES
NO
SCS determinations? If "No", contact your County ASCS Office before completing this form.
S.
Are you now applying for, or do you have a FmHA insured or guaranteed loan?
6.
Do you have a crop insurance contract issued or reinsured by the Federal Crop
Insurance Corporation?
7.
Are you a landlord on any farm listed on AD-1026A that will not be in compliance" with
HELC and WC provisions?
S.
Has a HELC exemption been approved on any farms listed on AD-1026A because the.
landlord refuses to comply? -
9.
List here or attach a list of affiliated persons with farming -'interests. .Se . reverse for an
expkwatiox. Enter "Noire", if applicable.���%
If items 7 or 8 are answered "YES", cirde the applicable farm number on AD-1026A.
During either the crop year entered in item 3 above, or the term of a requested USDA loan:
931
..._
10. Will you plant or produce an agricultural commodity on land for which a highly erodible
. YES
NO
land determination has not been made?
11. Will you plant or produce an agricultural commodity on any land that is or was a wet area
. on which planting was made possible by 'draining,'dredging, fil I fTfg Of leveling or any other
means after December 23, � 1985?
1Z Will you, or have you since November 28, 1990, made possible the planting of any crop;
pasture, agricultural commodity, or other such crop by: (a) converting any wet areas by
draining, dredging, filling, leveling, or any other means, or, (b) improving, modifying, or
maintaining, an existing drainage system?
13. Will you convert any wet areas for fish production, trees, vineyards, shrubs, building
construction, or other non-agricultural use?
r'
ff answers to items "YES- for any one of these items, sign and date in -item 14 below. Circle the applicable tract
number on AD-1026A, or list tract number in item 12 on AD-1026A. ASCS will refer this AD-1026
10, 11, 12, or 13 are: to SCS for a determination. DO NOT sign in item 16 until SCS determination is complete.
"NO" for all of these items or SCS determinations are complete, complete item 16.
t hereby Cerfifjf that the above information, and the information on attached AD-1026A's, Is true and correct to the best of my
Signature of knowledge and befiref.
Producer 101110- IDate
1$. Refers! To SCS Fester a 4 ifa SCS determination is needed because ❑ Date Referred Signature
(Completed by ASCS) 'Yes"is answered in item 10,11, 12, or 13.
NOTE: Before signing in item 16, Read AD-1026
l hereby certify that the above Informadon, and the Information on attached AD-1026A's, Is true and correct to the best of my
knowledge and belief. It is my responsibittty to file anew AD-1026 In the event there are any changes In my farming
operatkw*s)L fn signing this lam, f also certify that l have received and will comply with the compliance requirements on
16. Signature of AD-1026Append&
Producer i' /i�' vl. bate
17. Remarks:
scs COPY

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
1 1 �

3. Is a designated natural or scenic area included in the planning
area or will planned actions impact on an adjacent natural or
scenic area? (References: 190-GM 410.23 and .24)
v No
Yes - If yes, encourage landuser to consult with concerned
agencies, societies, and individuals to arrive at
mutually satisfactory land use and treatment. '
4. 'Does the planning area include the,100-ye4r flood plain?
(References: NCPM; 190-GM 410.25; HUD Flood Plain maps)
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 planning
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
Ir _� Yes - If yes, identify on a soils map or legend.
7.
Will the action result in sodbusting?
kl No Yes
S. Will the action result in swampbusting?
No Yes
9. Is there a potential for controversy? From whom?
✓ No Yes

US Department of Agriculture NC -CPA 16
Soil Conservation Service 4-92
ENVIRONMENTAL EVALUATION
Land User/owner r►s _. _ County
Location/Tract & Field NumberT a IR88 1 Acreage S 7
Prepared by � C3� � 'Corr r c\ 6 � --. Date 77 - =%.6 �-93
Brief Description of Planned Practice/RMS/Project Measure:
Environmental Factors and Resources to Identify and Evaluate J
1. Is wetland included in the planning area: (References: NCPM;
190-GM 410.26; Hydric soils list; Classification of Wetlands and
Deenwater 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
-- Have needed permits (CAMA, DEM, Corps, etc.) been
obtained by the landuser?
-- 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
No Yes
-- Identify species whose range and habitat needs indicate
they might occur in planning area
-- Identify on map any designated critical habitat

..:::ZONE
............... .. .
180, .............
.......... .. .
............ ......
—o . ......... .... .....
ix :F74
TOWN OF
ZONE A GODWJN
(AREA NOT
CIO
INCLUD,Eb)
k.
ZO
NE A

0� W A r4SRpG
r
O �
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
October 1, 2004
Randy Joyner
Spring Meadow Farm of Cumberland Co., LLC
2080 Wilson's Mills Rd.
Smithfield, NC 27577
Dear Randy Joyner:
Alan W. Klimek, P. E., Director
Division of Water Quality
OCT 15 2004
OENR-FAYETIEV LLE AEG110%OFOCE
Subject: Certificate of Coverage No. AWS260019
Spring Meadow Farm of Cumberland Co.,
LLC
Swine Waste Collection, Treatment,
Storage and Application System
Cumberland 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 February 24, 2003 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Randy
Joyner, 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 AWS260019 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 Spring Meadow Farm of Cumberland Co., LLC, located in Cumberland
County, with an animal capacity of no greater than an annual average of 1600 Farrow to Wean 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 !Nail Service Center, Raleigh, North Carolina 27699-1638 One
NofthCarolina
Phone; 919-733-32211 FAX; 919-715-05881 Internet h2o.enr.state.nc,us
An Equal Opportunity/Affirmative Action Employer - 50% Recycled110% Post Consumer Paper )Vatimallff

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per 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,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWGI00000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Cumberland County Health Department
Cumberland County Soil and Water Conservation District
Permit File AWS260019
APS Central Files

fY;
Nutrient Management Plan For Animal Waste Utilization
08-21-2002
This plan has been prepared for:
Spring Meadow Farm
Randy Joyner
2080 Wilson Mills Road
Smithfield, NC 27577
[phone]
This plan has been developed by:
Jeffery Brown
DSWC-FRO
225 Green Street
Suite 714
Fayetteville, NC 28301
[phone]
6yA � _ _1�
,06 e Sign e
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement',
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management p!an which includes an animal
waste utiKation plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Lai't,
8 �l /off
Signatt ne ❑ate
SignatulktjgiTagef or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission,
Plan Approved By: -
Te i ' pec i-014Signature Date
66481 G - _ - - Database Version ^ � � � � - - - -
2.0 Date Printed: 08-21-2002 Cover Page 1

toy
a
�v
W."'O r WQ
cT 1
Uak

Appendix 1. Lagoon Sludge Survey Fornt
Revised August 2008
A. Farm Permit or DWQ Identification Number
JCP Farm 82-497
B. Lagoon Identification 1
C. Person(s) Taking Measurements Curtis Barwick
D. Date of Measurement 1111 /2011
E. Methods/Devices Used for Measurement of.
a. Distance from the lagoon liquid surface to the top of the sludge layer
remote control boat w/ death sonar
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
ovc oloe
c, Thickness of the sludge layer if making a direct measurement with "core sampler".
F. Lagoon Surface Area (using dimensions at inside top of bank): 0.51 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac. acres x B W 237 , with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the some number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump Intake, take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet (last row); this must be at least 2.5 ft. when irrigating.
I. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole): 1.5
J. Determine the distance from the top of bank to the Maximum Liquid Level 1.8
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 2.0
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level 0.5
(item K Minus item I, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points) 9.9
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points): 2.5
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 7.4
P. Calculate the thickness of the existing Liquid Treatment Zone (item N minus Item L): 2.0
Q. If Item 0 is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O is equal to or less than Item P, you d7nave to determine volumes.
2.5 at pump intake
Completed by: Curtis Barwick Date: 1111/2011
Print Name /Signature

Appendix 3. Worksheet for sludge volume and treatment volume Revised August 2008
Th, ==Zs '�!::! _„:e -,f th3 sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
Sludge Survey Form( Items 0 and R, respectively). In this example, the average sludge
-r T-L C!T is 2.5 `. at and the existing liquid treatment zone is 3.5 feet, if the lagoon has a designed sludge storage volume,
see notes at end of the wor!=h:z!- '-:_ ---:-.:-:n: :f 2._ '^^-_ n _.:...___ _. r'' c^-'
for(�I!:UlAtinng�ifgl,rrfn.. .e•'--�---._••-r--�-, ---_..:_::� :��_.. :.. �I _--�,-.- __ -_ ' .• ,.• -• `�-'---. _. _._•. _I ..`-
volume and the treatment I^ t,F_ F.� c t :. �:=_ !E °�e_: �: ..�� W� C:�:.'::�.._. E-S
�I
..i r_ T}.♦[.: si .1.1-��.1 .1.\:4:. :�1 �_ �} :T �.!. ���� .1 . _ _ 1� �\-_�S . 1 _ _ •L J -_t-1 __!._l .[aLy 1._.._
_.. _ _... _ ...._.�....-_ and multiply by layer
........ _ - - .._ 1.- -... -- --- ' -- _ - :::.. '"-�'. _ -rface area to a square
may be used.
Example
Your Lagoon
1. Averagn sludl !A I.p~ •twirl!ndno %m
2.5
ft,
7.4
ft,
',.;i; ,: tea;:::::, ba«om soil surface (D)
11
ft.
13.0
ft.
cinnA /S)
3
1.0
4. Length at the top of inside barb: (L)
457
ft.
441^.^
f,
5. Ve.. ::-- ...�'.�� �'--- n.In
27n
P
59n
P
L. L-2S(D-(T12))
3$8.5
ft.
421.4
ft.
`, . ..... . 1 . 1 ,, . • _ .'::: _ , . r �, 1u_�Gln-(T/2))
dl
17C1.5
ft.
31.4
ft.
8. Volume of sludge (Vs) Vs=L.,,,W , T
169,8E=
f'3
8=,� `
ri3
Q. Ve!Ltme in Gollnnw_ `% IH'7 r ....1 rag
nr�n
73 ?+-
,
:` ....I:.,ing liquid tmt. zone (Y)
3.5
ft
2.0
ft
Z=T+Y
6
ft
9A
ft
12. Length at midpoint of tof,:.,1;.. ;; :.,, :_z= L-2;' r- %2
4.n-
r.
477" !
f;
13, Wirilh of M4.inn6n4 nr4«.. r 4...a 7, 1A0 .- %A! 7rr11/n !'r;*7•
1e!
P
1-',; � : z) Vz = Lz WZ Z
444,174
fta
133,102
ft?
.1' �•.1. r 11 .f _I.. 1_. .. .. 1..«. .. - _1 T...•_1-. .._� 1rr.,l.me
R = VsNz 0.38 0.74
Ifthe r" N. �+ �. «r_ /► rn rF' _... . ' _+. _ 1_. J .' r•'. 1_.r.- ;...._ ...
",a Plan of Action.
,,.... If •M-'-----''-_ .1-_:...._.1 _L.-1 __-1_____.._1..-- '4 �✓•\n _... _.._4.4_4...1•..._- f'_--_ 1._A. N.-•
of sludge (Vs) (::� : ^; -.. ..- _ = E ' , , ;• ..,c; .a.;._ ..,_..�_._.
Then, R = (Vs -DEC'. ; . " '_ ;
�'-';z . =;ma (DSSV) 85,0D0
2djusted
forr'p„,__:r r1- _ .._�__ 0.Z4 0,74

Appendix 1. Lagoon Sludge Survey Form Revised August 2008
A. Farm Permit or DWQ Identification Number JCP Farm 82-497
B. Lagoon Identification 3
C. Person(s) Taking Measurements Curtis Barwick
D. Date of Measurement 11/1/2011
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
remote control boat wl deoth sonar
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
pvc pipe
c. Thickness of the sludge layer if making a direct measurement with "core sampler"
F. Lagoon Surface Area (using dimensions at inside top of bank): 1.14 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If, more than 1.33 ac. acres x 6 = 324 , with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump intake, take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet (last row); this must be at least 2.5 ft. when irrigating.
I. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole):
J. Determine the distance from the top of bank to the Maximum Liquid Level
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level:
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level
(Item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points)
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points):
0. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer:
P. Calculate the thickness of the existing Liquid Treatment Zone (item N minus Item L):
1.6
1.6
2.0
0.4
6.1
1.8
4.3
1.4
Q. If Item 0 is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O is equal to or less than Item P, you do have to determine volumes.
2.5 at pump intake
Completed by: Curtis Barwick A Date: 11/112011
Print Name /Signature

� s
Appendix 3. Worksheet for sludge volume and treatment volume
Revised August 2008
The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form ( Items 0 and P, respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
see notes at end of the worksheet. The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be used.
Example
Your lagoon
1. Average sludge Layer Thickness (T)
2.5
ft.
4.3
ft.
2. Depth of the lagoon from top of bank to bottom soil surface (D)
11
ft.
9.3
ft.
3. Slope = Horizontal/ vertical side slope (S)
3
3.0
4. Length at the top of inside bank (L)
457
ft.
222.5
ft.
5. Width at top inside slope (W)
229
ft.
222.5
ft.
6. Length at midpoint of sludge layer Ln, = L-2S(D-(T/2))
398.5
ft.
179.7
ft.
7. Width at midpoint of sludge layer Wn,= W-2S(D-(T/2))
170.5
ft,
179.7
ft.
8. Volume of sludge (Vs) Vs=LmWm T
169,860
ft3
138,887
ft3
9. Volume in gallons: Vse=V"7.5 gal,/ft3.
1,273,950
gal,
1,041,652
gal.
10, Thickness of existing liquid tmt. zone (Y)
3.5
ft
1.4
ft
11, Thickness of total treatment zone (Z) Z= T+Y
6
ft
5.7
ft
12. Length at midpoint of total tmt. zone LZ= L-2(S)(D-(Z/2)
409
ft.
183.9
ft.
13. Width at midpoint of total tmt. Zone W. = W-2(S)(D-(Z/2)
181
ft.
183.9
ft.
14. Volume of total treatment zone (Vz) Vz = Lz W= Z
444,174
ft3
192,811
ft3
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = Vs/Vz
0.38
0.72
If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWQ for Information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14), and take the ratio.
Then, R = (Vs-DSSV) / (Vz - DSSV)
Example: If DSSV = 85,000 ft3, then R = (169,860 - 85,000) / (447,174 - 85,000) = 84,860 / 362,174 = 0.24.
16. Design sludge storage volume (DSSV) 85,000
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 0.24 0.72

PLAN OF ACTION (POA) FOR LAGOON SLUDGE REDUCTION
Facility Number: Z — I County: 'err S ON
Facility Name: „..1 c
Certified Operator Name:,„ Operator#:
"Attach a copy of Lagoon Sludge Survey Form and volume worksheets
Note: A certified Sludge Management Plan may be submitted in lieu of this POA.
La oon 1
La oon 2
La oon 3
Lagoon 4
Ls oon 5
Lagoon 6
a: Lagoon Name! Identifier
b. Total Sludge Depth (ft)
! ?
c. Sludge Depth to be
Removed for Compliance
3
ft
d. Sludge Volume to be
Removed (gallons)
�235`a�
'
S. Sludge PAN
(Ibs/1000 gal)
f. Liquid PAN
(lbs/1000 gal)
g. PAN of Sludge (lbs)
(d x e)11000
2�3
3 510
Compliance Timeframes:
If the sludge level is equal to or higher than the stop pump level of the lagoon or if the sludge level
results in an elevated waste analysis, a sludge management plan that meets the requirements of SB
Interagency Group Guidance Document 1.26 must be prepared by a technical specialist and submitted to
DWQ within 90 days. Work to reduce the sludge level must begin within another 180 days. Compliance
with NRCS Standard 359 must be achieved within two years of the original sludge survey.
If the sludge level is non -compliant but below the stop pump level of the lagoon, a POA must be filed
within 90 days and compliance with MRCS Standard 359 must be achieved within two years of the
original sludge survey indicating non-compliance. If future sludge surveys do not show improvement In
sludge levels, DWQ may require the owner to develop a sludge management plan that meets the
requirements of SIB Interagency Group Guidance Document 1.26.
SPOA 3-22-2010 Page 1 of 2

NARRATIVE: Use this section to describe the method(s) that will be used to tower the sludge
depth. If microbe use Is planned, specify the product to be used.
,il fix.. n.�.rGd OLs�
5 N W
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 I further certify and acknowledge that compliance with regard to sludge accumulation
must be achieved within two years of the original sludge survey indicating non-compliance.
Sludge Survey Dater �% �� R�L Compliance Due Date:Z/— ,2- 0 / 2
Jti Pa�rb�-.. - Phone:
=Ownagar (print)
Date:
Fo(cidty Owner/Manager (signature)
Retum this form to:
Animal Feeding Operations Unit
NC Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
SPOA 3-22-2010 Page 2 of 2

w
Appendix 1. Lagoon Sludge Survey Form Revised August 2008
A. Farm Permit or DWQ Identification Number Kenneth Autry 9-157
B. Lagoon Identification 1
C. Person(s) Taking Measurements Curtis Barwick
D. Date of Measurement
E. MethodsMevices Used for Measurement of:
11 /g/2011
a. Distance from the lagoon liquid surface to the top of the sludge layer.
remote control boat wl deoth sonar
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
DVC DIDe
c. Thickness of the sludge layer If making a direct measurement with "core sampler".
F. Lagoon Surface Area (using dimensions at inside top of bank): 2 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points 1640 points measurd
b. If more than 1.33 ac. acres x 6 W with maximum of 24.
(using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump intake, take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet (last row); this must be at least 2.5 ft. when Irrigating.
I. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole): 0.4
J. Determine tl�ie distance from the top of bank to the Maximum Liquid Level 1.6
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 2.2
(use lagoon, management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level 1.8
(item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level)
M. Record fro the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bott� (average for all the measurement points) 8.4
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points): 4.2
0. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 4.2
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item Q: 2A
Q. If Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O Is equal to or less than Item P, you do not ha to determine volumes.
4 at pump intake
Completed by: Curtis Barwick Date: 11/912011
Print Name /Signature

Appendix 3. Worksheet for sludge volume and treatment volume Revised August 2008
The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form ( Items 0 and P, respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
see notes at end of the workshest. The dimensions of the lagoon as Measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. Far approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be used.
Example
Your Lagoon
1. Average sludge Layer Thickness (T)
2.5
ft.
4.2
ft.
2. Depth of the lagoon from top of bank to bottom soil surface (D)
11
ft.
10.4
ft.
3. Slope = Horizontal/ vertical side slope (S)
3
3.0
4. Length at the top of inside bank (L)
457
ft.
350.0
ft.
5. Width at top inside slope (M
229
ft.
250.0
ft.
6. Length at midpoint of sludge layer Lm = L-2S(D-(T/2))
398.5
ft.
300.3
ft.
7. Width at midpoint of sludge layer We W-2S(D-(T/2))
170.5
ft.
200.3
ft.
8. Volume of sludge (Vs) Vs=L,„ Wm T
169,860
ft
252,672
ft
9. Volume in gallons: Vsa=V07.5 gal./ft3.
1,273,950
gal.
1,895,043
gal.
10. Thickness of existing liquid tmt. zone (Y)
3.5
ft
2.4
ft
11. Thickness of total treatment zone (Z) Z= T+Y
6
ft
6.6
ft
12. Length at midpoint of total tmt. zone L, = L-2(S)(D-(Z/2)
409
ft.
307.5
ft.
13. Width at midpoint of total tmt. Zone W= = W-2(S)(D-(Z/2)
181
ft.
207.5
ft.
14. Volume of total treatment zone (Vz) Vz = Lz WIZ
444,174 -ft'
421,189
ft3
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = Vs/Vz
0.38
0.60
If the ratio R exceeds 0.60, than a sludge Plan of Action may be required. Check with DW4 for Information
on filing the Plan of Action.
Note., If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume
of sludge (Vs) (item 8) and from the volume of total treatment zone (Vz) (item 14). and take the ratio.
Then, R = (Vs-DSSV) / (Vz - DSSV)
Example: If DSSV = 85,000 ft3, then R = (169,860 - 85,000) / (447,174 - 85,000) = 84,860 / 362,174 = 0.24.
16. Design sludge storage volume (DSSV) 85,000
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 0.24 0.60

PLAN OF ACTION (POA) FOR LAGOON SLUDGE REDUCTION
Facility Number: 9- �SK� County:d A
_
Facility Name: !
Certifled Operator Name: Operator #:
"Attach a copy of Lagoon Sludge Survey Form and volume worksheets
Note: A certified Sludge Management Plan may be submitted in lieu of this POA.
La oon 1
Lanoon 2
Lanoon 3
La oon 4
La oon 5 i
Lanoon 6
a. Lagoon Name/ Ide6titter
b. Total Sludge Depth (ft)
c. §Iudge Depth to be
Re oved for Compliance
/ Q
�
f`
d. Sludge Volume to be
Removed (gallons)
000
e. Sludge PAN
(Ibs/1000 gal)
f. Liquid PAN
(lbs/1000 gal)
a ��
g. PAN of Sludge (lbs)
,I
(d x e)/1000
k�(
Compliance Timeframes:
If the sludge level is equal to or higher than the stop pump level of the lagoon or If the sludge level
results in an elevated waste analysis, a sludge management plan that meets the requirements of SS
Interagency Group Guidance Document 1.26 must be prepared by a technical specialist and submitted to
DWQ within 90 days. Work to reduce the sludge level must begin within another 180 days. Compliance
with NRCS Standard 359 must be achieved within two years of the original sludge survey.
If the sludge- level is non -compliant but below the stop pump level of the lagoon, a POA must be filed
within 90 days and compliance with NRCS Standard 359 must be achieved within two years of ft
original sludge survey indicating non-compliance. if future sludge surveys do not show Improvement In
sludge levels, DWQ may require the owner to develop a sludge management plan that meets the
requirements of SB Interagency Group Guidance Document 1.26.
SPOA 3-22-2010 Page 1 of 2

NARRATIVE: Use this section to describe the methods) that will be used to lower the sludge
depth. If microbe use Is planned, specify the product to be used.
5 Ne a c�4
I hereby certify that 1 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. I further certify and acknowledge that compliance with regard to sludge accumulation
must be achieved within two years of the original sludge survey indicating non-compliance.
Sludge Survey Date: 11-9- 11
Facility Owner/Mandfier (print)
Compliance Due Date:
Phone:.. l,t�y - ' A a " i��l i7
Date:
Facility Owner/Manag (signature)
Return this form to:
Animal Feeding Operations Unit
NC Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
SPOA 3-22-2010 Page 2 of 2

Sludge Management/Operation Plan
Sludge Management Guidance
Lagoon evaluation data developed by NCSU and a review of lagoon
management records of several lagoons showed that the treatment capability of
the swine lagoons evaluated in NC was not significantly adversely affected by
sludge accumulations of 50% or more of the planned treatment volume of the
lagoon. Therefore it is felt that it is permissible to allow sludge accumulation into
the planned treatment zone of properly monitored and managed lagoons
provided that:
• Nutrient values of the lagoon effluent are within the normal operating
range.
• There is no noticeable increase in lagoon odor.
• Nutrients land applied from the lagoon are properly accounted for in the
application plan (WUP) with no excess application.
• Stop pump level is easily attained with no adverse depostion of sludge
into the temporary storage
Sludge Management
Sludge in my lagoon will be managed by the following:
• Adequately monitor to define sludge volume, location, and rate of
accumulation by conducting an annual sludge survey.
• Maintain a minimum 2.5 feet deep zone, free of sludge at the pump
intake during irrigation.
• Position the pump intake and manage the irrigation operation such that
the material irrigated is not more concentrated than the nutrient analysis
samples.
• Sufficient monitoring to address concerns that nutrients are not over
applied.
• Other items as required by DWQ.

WASTE UTILIZATION FLAN
A4 J5 'Z ao)�
Wednesday, November 05, 2008
Producer:
Farm Name
Telephone # :
Type of Operation
Randy Joyner
Spring Meadow Farm 26-19.
`7Y71 pkpRj
Godwln,NC 28344
[phone]
Farrow to Weanling Swine
Number of Animals : ' 1600 sows design capacity
Application Method: Irrigation
RrECEI E D
25 20
SR'EA"LLEREGIG ONCE
RECEIVED ! DENR I DWQ
AQUIFPP'PRnTFCTl0N RFCTIQN
MAR 19 2009
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal,waste should be
used. to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. ,Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration fates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land, eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining,, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste..if you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same. . I
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached -you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1 of 11

AMOUNTOF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
1600 sows X 6.1 tons waste/sows/year = 9760 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
1600 sows X 5.4 Ibs PAN/sows/year =-8640 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE N/ACRE N/ACRE USED TIME
2988
• 1
GRANTHAM DRAINED
C
1301
1183
0
19
2247.7
FEB 15-JUN
298B
" 1
GRANTHAM DRAINED
SB
381
146.3
0
19
2779.7
APR-SEP 15
2988
+ 1
GRANTHAM DRAINED
W
60
112.2
0
19
2131.8
SEP-APR
2988
+ 1
GRANTHAM DRAINED
CO
800
53.04
0
19
1007,76
APR-JUL
2988
1
GRANTHAM DRAINED
WA
1
80
0
19
1520
SEP-ARP
2988
+ 2
DUNBAR 0 2% DRAINED
C
115
102.35
0
4.26
436.011
FEB 15-JUN
2988
+ 2,
DUNBAR 0 2% DRAINED
SB
35
134.4
0
4.26
572,544
APR-SEP 15
2988
2
DUNBAR 0 2% DRAINED
W
55
102.3
0
4.26
435.798
SEP-APR
2988
2
DUNBAR 0 2% DRAINED
CO
70D
46.2
0
4.26
196.812
APR-JUL
2988
2
DUNBAR 0 2% DRAINED
WA
1
80
0
4.26
340.6
SEP-ARP
2988
2A
NORFOLK 0-2% -` • Oi
BH
6.1
305
0
6.3
1921.5
MAR-SEP
2988
2A
NORFOLK 0-2%
SG
1
50
0
6.3
315
SEP-MAY
29BB
3
DUNBAR 0 2% DRAINED
C
1151
102.35
0
11.27
1153.48
FEB 15-JUN
2988
3
DUNBAR 0 2% DRAINED
sB
35
134A
0
11.27
1514.69
APR-SEP 15
2988
3
DUNBAR 0 2% DRAINED'
W
55
102.3
0
11.27
1152.92
SEP-APR
2988
+ 3
DUNBAR 0 2% DRAINED
CO
700
46.2
0
11.27
620.674
APR-JUL
2988
3
DUNBAR 0 2% DRAINED
WA
1
80
D
11.27
901.6
SEP-ARP
2988
4
NORFOLK 0-2%
BH
6.1
305
0
11.4
3477
MAR-SEP
2988
4
NORFOLK 0-2%
SG
1
50
0
11.4
570
SEP-MAY
2988
4A
NORFOLK 0-2% -
BH
6.1
305
0
4.6
1403
MAR-SEP
2988
- 4A
NORFOLK 0-2%
SG
1
50
0
4,6
230
SEP-MAY
2988
5
NORFOLK 0-2%
BH
6.1
305
0
2.3
701.5
MAR-SEP
2988
5
NORFOLK 0-2%
SG
1
50
0
2.31
115
SEP-MAY
2988
6
WICKHAM 0-2%
C
130
124.02
0
6.46
801.169
FEB 15-JUN
2988
+ 6
WICKHAM 0-2%
ss
38
148.2
0
6.46
957.372
APR-SEP 15
2988
• 6
WICKHAM 0-2%
W
60
121.2
0
6.46
782.952
SEP-APR
2968
+ 6
WICKHAM 0-2%
CO
858
71.214
0
6.46
460.042
APR-AUG
2988
" 6
WICKHAM 0-2%
WA
1
80
0
6.46
516.8
SEP-ARP
2988
" 7
WICKHAM 0-2%
C
130J
124.02
0
5.74
711.875
FEB 15-JUN
2988
+ 7
WICKHAM 0-2%
SB
38
148.2
0
5.74
850.668
APR-SEP 15
2988
+ 7
WICKHAM 0-2%
W
60
121.2
0
5.74
695.688
SEP-APR
29BB
7
WICKHAM 0-2%
CO
858
71.214
0
5,74
40B.768
APR-AUG
298B
+' 7
WICKHAM 0-2%
WA
1
80
0
5,741459.2
SEP-ARP
TOTALS: 20611.4
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
Page 2 of 11

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(,Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding,
*'-'Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE
CROP
UNITS
LBS NIUNIT
C
CORN
BUSHELS
1.25
C
CORN
CO
COTTON
POUNDS
.12
CO
COTTON
SH
HYBRID BERMUDAGRASS-HAY
TONS
50
SG
SMALL GRAIN OVERSEEDED
AC
50
SB
SOYBEANS
BUSHELS
4
SB
SOYBEANS
W
WHEAT
WA
WINTER ANNUALS
AC
100
Page 4 of 11

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 j 71.33 20,511
TOTALS: 71.33 . 20,511
AMOUNT OF N PRODUCED: 8,640
'BALANCE -11,871
*** This number must be Tess than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in the
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce' approximately .1408 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
Seethe attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.58 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION.
TRACT FIELD SOIL TYPE CROP RATE (Inlhr) AMIT (inches)
2988
91
GRANTHAM DRAINED
W
O YD
*1
2988
•2, •3
DUNBAR 0 2% DRAINED
CO
"1
2988
•2, •3
DUNBAR 0 2% DRAINED
sB
go
'1
2988
•2, 03
DUNBAR 0 2% DRAINED
W
"1
2988
-2,-3
DUNBAR 0 2% DRAINED
WA
0.50
"1
2988
'1
GRANTHAM DRAINED
C
0.40
"1
2988
+2.'3
DUNBAR 0 2% DRAINED
C
2988
GRANTHAM DRAINED
5B
0.40
"1
2988
-6,-7
WICKHAM 0-2%
WA
0.50
'1
2988
-1
GRANTHAM DRAINED
WA
0.40
'1
2988
2A-4,4A, 5
NORFOLK 0-2%
BH
0.50
"1
2988
-2A, -4,-4A, -5
NORFOLK 0-2%
SG
0.50
"1
2988
06, *7
WICKHAM 0-2%
C
0.50
'1
Page 6 of 11

298E
WICKHAM 0-2%
CO
0.50
"1
296E
•6, 07
WICKHAM 0-2%
SB
0.50
"1
29BB
04,'7
WICKHAM 0-2%
W
0.50
`1
29BB
'1
GRANTHAM DRAINED
CO
&6B.,4t)
`1
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen_ allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrbgen-limitation, The maximum
application amount shown can be applied under optimum soil conditions.
Page 6 of 11

NARRATIVE OF OPERATION
RYE'S for this plan are based on the previous WUP. Acreages are based on an irrigation
design completed-5-10-05. Coastal bermuda fields (2A,4,4A,5) are required to meet the
nitrogen balance for this farm. The row crop fields (1,2,3,6,7) are not required but may be
utilized at any time with any of the crops listed.
Page 7 of 11

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use 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 based on soil type, available moisture, historical data, climate conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4. 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 DEM. (See FOTG
Standard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference -.
Environment file for guidance.)
"7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
S. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
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 a crop on bare soil.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
the outer perimeter of the sand area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other that an irrigation ditch or canal, Animal waste
Page 8. of 11

other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
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
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
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, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). 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.
*1 S. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A,marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soils shall be monitored and alternative crop sites
shall be used when these metals approach excessive levels. pH shall be adjusted for
optimum crop production amd maintained. Soil and waste analysis records.shall be kept for
five (5) years. Poultry dry waste application records shall be maintained for three (3) years.
Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 9 of 11

NAME OF FARM: Spring Meadow Farm 26-19
OWNER / MANAGER AGREEMENT
i (we) understand and will follow and implement the specifications and the operation and
maintenance procedures estalished in the approved animal waste utilization plan for the farm
- named.above._-I_(we)_know_that any -expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require anew utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
l (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY V OWNER:: Randy Joyner k
SIGNATURE: 0.'rnWf L,N�.� ' .X N - DATE: it la
NAME OF MANAGER (if d1ffe�)ent from owner): Kgnd\l 73I1VA�L T
pleas_e� print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: p"ql (iA- ra-
ADDRESS (AGENCY):
Clinton, NC 28328
(910) 592- p9p
SIGNATURE: DATE: 9/
Page 11 of 11

lYi ,��{ i i, �^.•FF' � i +} �� S# � { r 5 ! _is,-�� 1r ' e � � '� .� 4 �. l':1 ��i r. l.+ a _t�rx ,'7 ��;-s
Name of farm: Spring Meadows Farm of Cumberland Coup
Owner / Manager Agreement
I (we) understand and will follow and Implement the specifications and the operation and
maintenance procedures established In the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: Randy Joyner
(Ptease print) ...
Signature: Date: —s-Z0
Name of Manager (If different from owner):
Signature: I Date:
Name of Technical Specialist: (Please print) Kraig Westerbeek
Affiliation; Private
Address (Agency): 1635 W. Wards Bridge Rd.
Warsaw, NC 28398
Signature:
Page a
_5/i0%�;IUC6

Tract Fleld Soll
# No. Type
Table I. ACRES OWNED BY PRODUCER
Crop Lbs. N Acres Lbs. N Month of
Per Acre* Utilized Application
T2988
1
Grantham
Cover Cro
30
19.00
570.00
Sept. - April
T2988
1
Grantham
Cotton
53
19.00
1,007.00
April -July
T2988
1
Grantham
Wheat
112
19.00
2,128.00
Sept. - April
T2988
1
Grantham
Corn
118
19.00
2,242.00
Feb15-June
T2988
1
Grantham
Soybeans
146
19.00
2,774.00
Aril -Se tl5
T2988
2
Dunbar
Cover Cro
30
4.26
127.80
Sept. - April
T2988
2
Dunbar
Cotton
46
4.26
195.96
April -July
T2988
2
Dunbar
Wheat
102
4.26
434.52
Sept. - April
T2988
2
Dunbar
Corn
102
4.26
434.52
Feb 15-June
T2988
2
Dunbar
Soybeans
134
4.26
570.84
A ril-Se tl5
T2988
3
Dunbar
Cover Cro
30
11.27
338.10
Sept. - April
T2988
3
Dunbar
Cotton
46
11.27
518.42
Aril -Jul
T2988
3
Dunbar
Wheat
102
11.27
1,149.54
Sept. - April
T2988
3
Dunbar
Corn
102
11.27
1,149.54
Feb15-June
T2988
3
Dunbar
Soybeans
134
11.27
1.510.18
A ril-Se t15
T2988
6
Wickham
Cover Cro
30
6.46
193.80
Sept. - April
T2988
6
Wickham
Cotton
71
6.46
458.66
April -July
T2988
6
Wickham
Wheat
121
6.46
781.66
Sept. - April
T2988
6
Wickham
Corn
124
6.46
801.04
Feb15-June
T2988
6
Wickham
Soybeans
148
6.46
956.08
A ril-Se tl5
T2988
7
Wickham
Cover Cro
30
5.74
172.20
Sept. - April
T2988
7
Wickham
Cotton
71
5.74
407.54
Aril -Jul
T2988
7
Wickham.
Wheat
121
5.74
694.54
Sept. - A ril
T2988
7
Wickham
Corn
124
5.74
711.76
Febl5-June
T2988
7
Wickham
So beans
148
5.7
849.52
Aril-Sapt 15
any of the
fields and crops listed
may be iused
in an year.
-
TOTAL
Page 10

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Spring Meadow Farm of Cumberland County
Address: 3080 Wilson Mills Road
Smithfield, NC 27577
Telephone: [phone]
Table 9 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres) Sol Type Slope % Crop(s)
County: Cumberland
Date: 3/10, 2005
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
r)
(inches) Comments

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: <Cadman 2650 Traveller wl Nelson 100,gun - 900'tose
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure "Pressure Arc
Hvdrant No. (ft/min) linthr_1 Width(ft_l Lennth(ftl (fe;Ptl (Inchesl at Gun(nsil at reel(nsil Pattpm Comments -Acres Der null
F1,111
4.82
0.57
110
605
295
0.84
70
110
180
1.96
F1,H2
2.41
0.34
220
663
295
0.84
70
110
330
4.25
F1,H3
2.41
0.34
220
731
295
0.84
70
110
330
4.59
F1,H4
2.41
0.34
220
765
295
0.84
70
110
330
4.76
F1,H5
2.89
0.47
178
666
295
0.84
70
110
220
3.42
F2,H6
2.41
0.34
225
678
295
0.84
70
110
330
4.26
F3,H7
2.41
0.34
227
201
295
0.84
70
110
330
1.95
F3,H8
2.41
0.34
220
272
295
0,84
70
110
330
2.27
F3,H9
2.89
0.47
200
299
295
0.84
70
110
220
2.07
F3,H10
2.89
0.47
200
375
295
0.84
70
110
220
2.42
F3,H11
4.82
0.57
115
800
295
0.84
70
110
180
2.56
34.51

Sheet4
OR
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler m
165 or 182
Operating Pressure at Pump (psi)
122.8
Design Precipitation Rate Inlhr
0.29
Hose Length feet
900' or 950'
xxxxxxxx
Type of Speed Compensation
Mechanical
xxxxxxxx
Pump TXpe PTO, Engine, Electric
Engine
Pump Power Requirement h
22.7
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.
90 degree bend
4.94
Dead End
3.5
Tee
2.45
Gate Valve
3.5
45 de ree bend
2.66
Page 1

E t5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC 28398
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
v
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturers specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturers specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. 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 embankments without the approval of the designer.
NOTE: A buffer strip of 76 or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation -System -Operation
This system design is for land added to the facilities plan in 2002. This land will not be used
as the primary spray application area for this facility, but will be used on auras needed basis.
Due to the date of the addition of this land, SB515 setback requirements apply to this design
area. They include:
76 from residential property lines
50' from nonresidential property lines
200' from dwellings not owned by the producer
75' from perinial streams
100' from water. wells
All of these setbacks have been taken into consideration.
Producer will use a 3" traveller for all pulls." A change in arc setting is required for pulls 1,5,6,
9,10, and 11.
Producer is familiar with O&M, R&M, and winterization details for the equipment used. An
electric pump is used to operate.the primary irrigation system for this facility. This pump, or
a diesel pump as described may be used to irrigate the.land shown. la addition; the producer
may use either a Cadman 2650 irrigation reel with a".Nelson 100'gun and a`84" taper nng
nozzle operated at 70psi gun pressure, or a 3" reel with a: Nelson 150 gun and a1.08" ring
nozzle operated at 60 psi to irrigate the area shown. Either pump may be used fore'dher
reel. A note should be made that although the diameter of these two reel options are
approximately the same, the flowrates vary, and this variance should be accounted for in
the irrigation records kept for the facility.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 100
Nozzle Size:
0.84 inches *Tapor Ring Nozzle
Sprinkler Pressure:
70 psi
Flowrate(GPM):
165. gpm
Wetted Diameter:
295 feet
Lane Spacinas
Desired Spacing (%):
70 %
Design Spacing(feet):
206.5 *PVC Irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
220 feet
Actual Spacing (%):
75 %
Application Rate
Application Rate =(96.3xFlowrate)1(3.1415x(.9xradlus)squared)
Design App. Rate =
0.29 inlhr
300 degree arc =
0.34 inlhr
220 degree arc =
0.47 inlhr
'd 180 degree arc =
0.57 inlhr
Traveller Speed
Travel speed = 1.605 x Flowrate 1 Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches
300 degree are =
2.41 fttmin
220 degree arc =
2.89 fVrnIn
180 degree arc =
4.82 ftlmin
Mainline Velocity
Velocity = .408 x Flowrate
1 pipe diameter squared feetlsec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size:
6 Inches
Velocity=
1.87 ftlsec.
Page 1

Sheet?
Maximum Mainline Friction toss
CR
Most distant hydrant: 11
Total distanbe: 2980 feet
Friction Loss Is figured using Hazen/William's Equation
Friction Loss= 0.20 feet1100 feet
Max. Mainline Loss = 6.0 feet or 2.6 psi
Total Dynamic Head
Sprinkler Pressure:
70 psi
Loss through traveller:
40 psi
Elevation head:
2.1 psi
Mainline loss:
2.6 psi
Suction head and lift:
2.2 psi
5% fitting loss:
5.8 psi
TOTAL(TDH) a
122.8 psi or 283.6 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 39601 Pump effeciency
Pump Description: Berkeley B3J
or Goulds Model 3756 pump
Pump Efficiency: 52 %
2.5 x 3 - 8 w17.94" impeller
on 20hp electric motor
Horsepower Required: 22.7 Hp
Thrust Blocklo
Thrust Block Area = Thrust 1 Sail Bearing Strength
Thrust:
4200 feet
Soil Bearing Strength:
1200 feet
End Cap:
3.5 ft2
90 degree elbow:
4.9 ft2
Tee:
2.5 ft2
45 degree elbow:
2.7 ft2
Pipe Pressure Ratina Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 122.8 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet?
NPSHA: 21
NPSHR: 7 *from pump curve
If NPSHA>NPSHR OK
Page 3

Appenck 1. Lagoon Sludge Survey Form
Revised August 2008
A. Farm Permit or DWO Identification Number
B. Lagoon Identification
Oscar Autry 9-78
C. Person(s) Taking Measurements Curtis Barwick
D. Date of Measurement
E. Methods/Devices Used for Measurement at
11/9/2011
a. Distance from the lagoon liquid surface to the top of the sludge layer.
remote control boat wl deoth sonar
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
ovc pipe
c. Thickness of the sludge layer if making a direct measurement with "core sampler".
F. Lagoon Surface Area (using dimensions at inside top of bank): 1.377 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use B points
1367 points measued
b. If more than 1.33 ac. acres x 6 = , with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of Intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump intake, take measurements of distance from liquid surface to top of sludge
layer and record It on the Data Sheet (last row); this must be at least 2.5 fL when irrigating.
1. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole): 0.4
J. Determine the distance from the top of bank to the Maximum Liquid Level 1.6
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 2.0
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level 1.6
(Item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Date Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points) 9.4
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points): 4.7
0. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 4.7
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L): 3.1
Q. If Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If item O Is equal to or less than Item P, you do not h to date Ine volumes.
/ 4.2 at pump intake
Completed by: Curtis Barwick 111������ �w�'°,y� Date: 111912011
Print Name /Signature

Appendix 8. Worksheet for sludge volume and treatment volume
Revised August 2008
The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form ( Items O and P, respectively). In this example, the average sludge
layer thickness Is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
see notes at end of the worksheet. The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be used.
Example
Your Lagoon
1. Average sludge Layer Thickness (i)
2.5
ft.
4.7
ft.
2. Depth of the lagoon from top of bank to bottom soil surface (D)
11
ft.
11.4
ft.
3. Slope = Horizontal/ vertical side slope (S)
3
3.0
4. Length at the top of inside bank (L)
457
ft.
300.0
ft.
5. Width at top inside slope (W)
229
ft.
200.0
ft.
S. Length at midpoint of sludge layer Lm = L-2S(D-(T12))
398.5
ft.
245.8
ft.
7. Width at midpoint of sludge layer W,p W-28(D-(T12))
170.5
ft.
145.8
ft.
8. Volume of sludge (Vs) Vs=Ln, WR, T
169,860
ft
168,474
ft3
9. Volume in gallons: Vsi=V"7.5 gal.fe,
1,273,950
gal.
1.263,553
gal.
10. Thickness of existing liquid tmt. zone (Y)
3.5
ft
3.1
ft
11. Thickness of total treatment zone (Z) Z= T+Y
6
ft
7.8
ft
12. Length at midpoint of total trot. zone LZ= L-2(S)(D-(Z12)
409
ft.
255.1
ft.
13. Width at midpoint of total tmt. Zone W. = W-2(S)(D-(TJ2)
181
ft.
155A
ft.
14. Volume of total treatment zone (Vz) Vz - Lt W.Z
444,174
ft'
308,679
ft3
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = VaM
0.38
0.65
If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWQ for Information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14). and take the ratio.
Then, R = (Vs-DSSV)1(Vz - DSSV)
Example: If DSSV = 85,000 f13, then R w (169,860 - 85,000) 1 (447,174 - $6,000) = 84,8601362.174 = 0.24.
16.. Design sludge storage volume (DSSV) 85,000
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 0.24 0.55

PLAN OF ACTION (POA) FOR LAGOON SLUDGE REDUCTION
Facility Number: �- 7 County:_.
Facility Name:
Certified Operator Name: Operator #:
'Attach a copy of Lagoon Sludge Survey Form and volume worksheets
Note: A certified Sludge Management Plan may be submitted In lieu of this POA.
La oon 1
La oon 2
La oon 3
Lagoon 4
La oon 5
Lagoon 6
& Lagoon Name! Identifier-
b. Total Sludge Depth (ft)
1.7
c. Sludge Depth to be
Removed for Compliance
).0
ft
d. Sludge Volume to be
Removed (gallons)
i x (9, 0 j o
e. Sludge PAN
(lbs/1000 gal)
`r a -0
f. Liquid PAN
(lbs/1000 gal)
�i S
g. PAN of Sludge (Ibs)
(d X eu1000
TO
Compliance Timeframes:
If the sludge level Is equal to or higher than the stop pump level of the lagoon or if the sludge level
results in an elevated waste analysis, a sludge management plan that meets the requirements of SB
Interagency Group Guidance Document 1.26 must be prepared by a technical specialist and submitted to
DWQ within 90 days. Work to reduce the sludge level must begin within another ISO days. Compliance
with NRCS Standard 359 must be achieved within two years of the original sludge survey.
If the sludge level Is non -compliant but below the stop pump level of the lagoon, a POA must be filed
within 90 days and compliance with NRCS Standard 359 must be achieved within two years of the
original sludge survey Indicating non-compliance. It future sludge surveys do not show improvement In
sludge levels, DWQ may require the owner to develop a sludge management plan that meets the
requirements of SB Interagency Group Guidance Document 1.26.
SPOA 3-22-2010 Page 1 of 2

NARRATIVE: Use this section to describe the method(s) that will be used to lower the sludge
depth. if microbe use Is planned, specify the product to be used.
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. I further certify and acknowledge that compliance with regard to sludge accumulation
must be achieved within two years of the original sludge survey Indicating noncompliance.
Sludge Survey Date: _ - _Lpjy' / (
Facility Owner! nager (print)
Compliance Due Date: /1 " -13
Phone: y�
Date:
Facility OwnerlManager ignature) .. w
Return this form to:
Animal Feeding Operations Unit
NC Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
SPOA 3-22-2010 Page 2 of 2

Sludge Management/Operation Plan
Sludge Management Guidance
Lagoon evaluation data developed by NCSU and a review of lagoon
management records of several lagoons showed that the treatment capability of
the swine lagoons evaluated in NC was not significantly adversely affected by
sludge accumulations of 50% or more of the planned treatment volume of the
lagoon. Therefore it is felt that it is permissible to allow sludge accumulation into
the planned treatment zone of properly monitored and managed lagoons
provided that:
• Nutrient values of the lagoon effluent are within the normal operating
range.
• There is no noticeable increase in lagoon odor.
• Nutrients land applied from the lagoon are properly accounted for in the
application plan (WUP) with no excess application.
• Stop pump level is easily attained with no adverse depostion of sludge
into the temporary storage
Sludge Management
Sludge in my lagoon will be managed by the following:
• Adequately monitor to define sludge volume, location, and rate of
accumulation by conducting an annual sludge survey.
• Maintain a minimum 2.5 feet deep zone, free of sludge at the pump
intake during irrigation.
• Position the pump intake and manage the irrigation operation such that
the material irrigated is not more concentrated than the nutrient analysis
samples.
• Sufficient monitoring to address concerns that nutrients are not over
applied.
• Other items as required by DWQ.

DENR-FRO
FEB 0 9 1ii1i2
BARWICK AG SERVICES, LLC ��A'�
103 Country Club Circle YYYY
Clinton, NC 28328
February 6, 2012
North Carolina Division of Aquifer Protection
Attn: Mr. Robert Marble
225 Green Street
Suite 714
Fayetteville, NC 28301
Dear Robert,
Please find enclosed an updated Waste Utilization Plan for Spring Meadow Farms Cumberland
Farm (26-19). Field 12 has been changed form row crops to coastal bermuda.
Also, please find enclosed sludge POA's for Oscar Autry & Kenneth Autry in Bladen County.
If you need further information regarding this please call me at 910 385-1000. Thank you for
your attention to this matter.
Sincerely,
Curtis Barwick

WASTE UTILIZATION PLAN
Wednesday, November 05, 2008
Producer: Randy Joyner
Farm Name: Spring Meadow Farm 26-19
7471 Burnett Rd
Godwin.NC 28344
Telephone # : [phone]
Type of Operation : Farrow to weanling Swine
Number of Animals: 1600 sows design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis report
from your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1 of 11

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
1600 sows X 6.1 tons wastelsowslyear = 9760 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
1600 sows X 5.4 Ifs PAN/sows/year = 8640 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE NIACRE NIACRE USED TIME
2988
1
GRANTHAM DRAINED
C
130
_ 118.3
0
19
2247.7
FEB 15-JUN
2988
+ 1
GRANTHAM DRAINED
SB
38
146.3
0
19
2779.7
APR-SEP 15
2988
+ 1
GRANTHAM DRAINED
W
60
112.2
0
19
2131.8
SEP-APR
2988
+ 1
GRANTHAM DRAINED
CO
800
53.04
0
19
1007.76
APR-JUL
2988
+ 1
GRANTHAM DRAINED
WA
1
80
0
19
1520
SEP-ARP
298B
10
NORFOLK 0-2%
BH
6.1
305
0
6.3
1921.5
MAR-SEP
2988
- 10
NORFOLK 0-2%
SG
1
5o
0
6.3
315
5EP-MAY
2988
12
DUNBAR 0 2% DRAINED
BH
5
210
0
3.77
791.7
MAR-SEP
2988
_ 12
DUNBAR 0 2% DRAINED
SG
1
50
0
3.77
188.5
SEP-MAY
2988
2
DUNBAR 0 2% DRAINED
C
115
102.35
0
4.26
436.011
FEB 15-JUN
2988
2
DUNBAR 0 2% DRAINED
SB
35
134.4
0
4.26
572,544
APR-SEP 15
2988
+ 2
DUNBAR 0 2% DRAINED
W T
55
102.3
0
4.26
435.798
SEP-APR
2988
+ 2
DUNBAR 0 2% DRAINED
CO
700
46.2
0
4.26
196.812
APR-JUL
2988
+ 2�
DUNBAR 0 2% DRAINED
WA
1
80
0
4.26
340.8
SEP-ARP
2988
+
DUNBAR 0 2% DRAINED _ _
-C'-115-
1 22.35
0
6.29
643.782
FEB 15-JUN
2988 _
2988
_3
+ 3
+ 3
DUNBAR 0 2% DRAINED
DUNBAR 0 2% DRAINED
_SB
W
3_5
55
134.4
102.3
0
0
6.29
6.29
845.376
643.467
APR-SEP 15
SEP-APR
2988
+ 3
IDUNBAR 0 2% DRAINED
CO
700
46.2
0
6.29
290.598
APR JUL
2988
3
DUNBAR 0 2% DRAINED
WA
1
80
0
6.29
503.2
SEP-ARP
2988
4
NORFOLK 0-2%
BH
611
305
0
4.6
1403
MAR-SEP
2988
4
NORFOLK 0-2%
SG
1
50
0
4.6
230
SEP-MAY
298E
5-
NORFOLK 0-2%
BH
6.1
305
0
2.3
701.5
MAR-SEP
2988_
5
NORFOLK 0-2% _
SG
1
50
0
2.3
115
SEP-MAY
2988
_
6
WICKHAM 0-2%
C
130
124.02
0
6.46
801.169
FEB 15-JUN
2988
I+ 6
WICKHAM 0-2%
SB
38-148.2
0
6.46
957.372
APR-SEP 15
2988
6
_
WICKHAM 0-2%
W
60
121.2
0
6.46
782.952
SEP-APR
2988
+ 6
WICKHAM 0-2%
CO
_
858
71.214
0
6.46
460,042
APR-AUG
2988
6
WICKHAM 0-2%
WAmm
u 1
80
0
6.46
516.8
SEP-ARP
2988
7
WICKHAM 0-2% 1
C
130
124.02
0
5.74
711.875
FEB 15-JUN
2988
• 7
WICKHAM 0-2%
SB
38
148.2
0
5.74
850.668
APR-SEP 15
2988
+ 7
WICKHAM 0-2%
W
60
121.2
0
5.74
695.688
SEP-APR
2988
• 7 -�
WICKHAM 0-2% �- Imm
WICKHAM 0-2%
CO
�- 858
71.214
0
5.74
408.768
APR-AUG
2988
7
WA
1
80
0
5,74
459.2
SEP-ARP
2988
9
NORFOLK 0-2%
BH
6.1
305
0
11.4
3477
MAR-SEP
2988
-. 9
NORFOLK 0-2% 1
SG 1
1
501
0
11.4
570
SEP-MAY
TOTALS: 20333.1
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
T Page 2 of 11

requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 3 of 11

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP UNITS LOS NIUNIT
C
CORN
BUSHELS
1.25
C
_
CORN _
CO
JCOTTON
POUNDS
.12
CO
JCOTTON
BH
HYBRID BERMUDAGRASS-HAY
TONS
50
SH
HYBRID BERMUDAGRASS-HAY
SG
SMALL GRAIN OVERSEEDED
AC
50
SB
SOYBEANS
BUSHELS
4
SB
SOYBEANS
W
WHEAT
WA
_
WINTER ANNUALS
AC
100
Page 4 of 11

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 I 70.121_ 20,333
TOTALS: 70.12 20,333
AMOUNT OF N PRODUCED: 8,640
—BALANCE -11,693
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in
the fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 1408 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.58 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE (inlhr) AMT finches)
2988
*1
GRANTHAM DRAINED
SB
0.40
'1
2988
42, *3
DUNBAR 0 2% DRAINED
C
0.40
'1
2988
_
*2. *3
DUNBAR 0 2% DRAINED
Co
0.40
11
2988
_
*2, *3
DUNBAR 0 2% DRAINED
SB
0.40
'1
2988
-12
DUNBAR 0 2% DRAINED
SG
0.50
'1
2988
02,01 _
DUNBAR 0 2% DRAINED
W
0.50
'1
2988
-2.-3
DUNBAR 0 2% DRAINED
WA
0.50
'1
2988
12
DUNBAR 0 2% DRAINED
BH
0.50
*1
2988
*3 _
GRANTHAM DRAINED
c0
0.50
'1
2988
WICKHAM 0-2%
WA
0.50
'1
2988
_-_.-7
*3
GRANTHAM DRAINED
W
0.50
'1
2988
_
_
GRANTHAM DRAINED
_
WA
0.40
'1
2988
14, Q, 5.9
NORFOLK 0-2%
BH
0,50
'1
Page 5 of 11

2988
la, 4, 5, _q
NORFOLK 0.2%o
SG
0.50
'1
2988
*6, *7
WICKHAM 0-2%
C
0.50
•1
2988
*6, *7
WICKHAM 0-2%
CO
0.50
*1
_
2988
*6, *7
WICKHAM 0-2%
SB
0,50
1
2988
*6,+7
WICKHAM 0-2%
W
0.50
*1
2988
*1 _GRANTHAMDRAINED
T C
0.40
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 6 of 11

NARRATIVE OF OPERATION
RYE's for this plan are based on the previous WUP except for field 12 which uses the
current RYE tables. Acreages are based on an irrigation design completed 5-10-05. Coastal
bermuda fields (4,5,9,10,12) are required to meet the nitrogen balance for this farm. The row
crop fields (1,2,3,6,7) are not required but may be utilized at any time with any of the crops
listed.
Page 7 of 11

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a
copy of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use 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 based on soil type, available moisture, historical data, climate conditions, and
level of management, unless there are regulations that restrict the rate of application for
other nutrients.
4. 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 DEM. (See
FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference -
Environment file for guidance.)
"7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control conditions
conducive to odor or flies and to 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 the crop is
not covered with waste to a depth that would inhibit growth.
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 a crop on bare soil.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
the outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from anv perennial stream or river (other that an irrigation ditch or canal. Animal waste
Page 8 of 11

other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shah not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
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, except when applied at agronomic rates and the application causes no runoff or
drift from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). 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.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be adjusted
for optimum crop production amd maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 9 of 11

NAME OF FARM: Spring Meadow Farm 26-19
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DE=M before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-ye6r 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACIL Y OW ER: Randy Joyner
SIGNATURE: DATE: -r L
NAME OF MANAGER (if 4rent from owner):
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
(910) 5-10
SIGNATURE:4� 2 DATE: I'�
Page 11 of 11

�_ �w"ft��•Y4 � f 1 1 �11'" k. � � '�s.,- �°��•�; NOT!
11 _ ri r i !
r "... .---•---' k. ry r
�.. t
� E �, ;„,� � 1 'Ew s� f}t�f 3 y. e of frA a t;`Pii �,�r S1't i- '� • � rr t r � `,.
�. a•� ip ibPl� �''�° j��t �� fir. ,$,� i � ,n e � 1! .''FJ k •i�� r.� ��
I'
jq
�•!7' S,.ri��'"v �. i!,r rt�1J` rr� rah !( elE•t tr ,x.. -} a �;:;: ',� r ,
4 i 12988
f i.� � >�• `�� �°� t is
It,
(i' . hi rf z`i'% i ,,, >i,T. •+t""1 dS e � � , ' y `
�r r ty y• l �� a l r is't.`!�b r (Tr � - t: ;f ii {' k r - e � 1 .
' °1 n YS„• - PIP D ' . •-" '1 "r '�' { 1i / 5N 3 ;. �l r-I S{�, ., ..tr r'r
Er It- {.5�'�t,On
r rkE l,_ -� >( k r • - 1 t�.Yl r �. rllt R a�sS r f � r1�£s : i I �� `�'; `,�•w ,-o'�,,' 4 �_ti 1 M1 f� + �i
� 1 :.�lTt y f E•l4 11E i. t � .+� � r �f'_ AY �1 'i' �. -, „ , - !Y " !y'`�(t r_ �..,
ski ��tf •�+s E4P;��'� l�,�•yk��a�'`°i��'t �IE,�";; E a... "''�� �•�. � .. r'vr: ,r'���/Ct+�"��s�
R -g A
Italy,i
a'1 1 {�, l,t.?r i^(1t,+f•j?, 1 �A,�' ! p�'yx�y��t"¢.
dtr't'� ti:i,
� . •�l i n � y l 'tt ��,�iY,� ' kx � kt �} .� � I..
¢ fi Yl ip
II �° ��c"' ���' � ,�,t M1, s r: P sA { �" �. a :k {it .���,p - •a
k, a
0
M
.. a° a •ryrtYY, ' t ,
k