780021_CORRESPONDENCE_20171231

State of North Carolina
Department -of Environment, Health and Natural ResoulrCEIVJ)
Division of Water Quality ����,
Non -Discharge Permit Application Form / Survey 0 5 1997
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)-
General Permit - Liquid Animal Waste OperatiJP- O;�i-jt1
The following questions have been completed utilizing information on file with the
Division. Please review the information for completeness and make any corrections
which are appropriate.. If a question has not been completed by the Division, please
complete as best as possible. Do not leave any question unanswered.
Application Date: 3/17/97
t---
REQUIRED ITEMS CHECKLIST
�:E &ase indicate that you have read the following list of requirements by signing your initials in the space provided next to each
-
U.1 p,r
Z = w Applicants Initials
v �' c.6 cb One completed and signed original and one copy of the application for General Permit - Animal
-,� - U Waste Operations; �_
Lq �
Two copies of a general location map indicating the location of the animal waste facilities and ��-- Y
field locations where animal waste is disposed; ( included in Waste Management Plan) C,_ - ✓ ,
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:
3 . Farm's name: _Eddie Johnson
2. Print Land Owner's name: Eddie JohnsQn _
3. Land Owner's Mailing address: 905 White P�td Rd_ West
City: Fairmont NC Zip:
Telephone Number: 628-8346
4. County where farm is located: Robeson
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Piease include a copy
of a county road map with the location of the farm identifigd): included in Waste Management Plan
6. Print Farm Manager's name (if different from Land Owner):
7. Lessee's / integrator's name (if applicable; please circle which type is listed): - DA-NRCS
FORM: AWO-G-E 2/97 Page I of 3

III. OPERATION INFORMATION:
1. Farm No.: 7$721
2. Operation Description: Swine pperation
7104 - Certified Design Capacity
Is the above information correct? 0 yes; 0 no, If no, correct below using the design capacity of the facility
Tvne of Swine No. Qf AnimalaTyke of Poultry No. of Animals Tvne of CattleAnimals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals,
3. Acreage cleared and available for application: 12.10 ;Required Acreage (as listed in the CAWMP). 1 _0
4. Number of Lagoons. 1 ; Total Capacity: 411413 Cubic Feet (0)
Number of Storage Ponds: ; Total Capacity:
5. Is animal waste being applied on any field which has subsurface drains?
6. Are subsurface drains present in the vicinity of or under the lagoon?
IV. APPLICANT'S CERTIFICATION:
1, Eddie L. 3dmsan
Cubic Feet (ft3)
YES or NO (please circle one)
YES or NO (please circle one)
(Land Owner's name listed in question II.2), attest that
this application for Animal Waste Operation General Ptmltit _
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete. .
Signature
Date 3/17/97
V . MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I,
(Manager's name listed in question II.6), attest that this
application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER. [phone]
FORM: -AWO-G-E 2/97
Page 2 of 3

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality.
Non -Discharge Permit Application Form I Survey
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
-� - General Permit - Liquid Animal Waste Operations
DIVISION OF WATER QUALITY REGIONAL OFFICES (2197)
Asheville Regional WQ Supervisor
59 WoWfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
flacon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancey
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301 .
[phone]
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Berle
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
3900 Barrett Dr.
Raleigh, NC 27609
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Regional WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Lincoln
Brunswick
New Hanover
Bladen
Richmond
Cabarrus
Mecklenburg
Carteret
Onslow
Cumberland
Robeson
Catawba
Rowan
Columbus
Pender
Harnett
Sampson
Cleveland
Stanly
Duplin
Hoke
Scotland
Gaston
Union
Montgomery
lredell
Winston-Salem Regional WQ Supervisor
585 Waughtown Sireet
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance
Rockingham
Alieghany
Randolph
Asbe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-G-E 2/97 Page 3 of 3

CARRO.LL'S FOODS, INC.
P. O. Drawer 856
WARSAW, [NORTH CAROLINA 26398
o �p
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
4
ch
FARM
NAME OR NUMBER J' D !7 I .J o (4 N S O N(
FARM DESCREMON 8 E,4c 14 S A S No g g tER N
LOCATION
COMPANY FARM
CONTRACT GROWER
PO 3-c5 o,,( CO
J

b
1&
IMPORTANT INFORMATION
ABOUT LAGOON CONSTRUCTION
f=�DD t E .To tf N5 o r1 0 o N
Listed below is a brief summary of volumes and other data: (See contents of Plan for more
information)
DESIGN REQUIREMENTS
I z, o.97
cubic yards
EXCAVATION
d i 2 7 5
cubic yards
FILL (pad & dike)
+ t 2 -79
cubic yards
TOP SOIL (minimum 3" thick) ( (35(• 215)(3b) - Z-
cubic yards S
31 S
CLAY LINER (represents a complete liner if required)
3, 0 1 3
cubic yards
Constructed top of dam must include a minimum of 5% settlement - EXAMPLE: 10 feet high
dam will require 5% of 10 feet or 0.5 feet fill above planned top of dam_
Clay content, thickness and compaction of liners (if required) are very important. If the
certifying technical specialist is unable to approve the liner with normal field techniques, an
independent engineering analysis will be required (see CONSTRUCTION SPECIFICATIONS for
additional information). If independent engineering analysis is required, this expense will be the
responsibility of the. owner/grower- -
Special attention needs to be given to the seeding specifications. The lagoon dike must be seeded
according to specifications before the system can be certified and stocked with animals. (Consult
with your SCS Conservationist regarding•mulching).

ATTENTION OWNER AND EARTH MOVING CONTRACTOR
PLEASE READ THIS BEFORE REVIEWING THE ATTACHED WASTE
MANAGMENT PLAN.
This design has been prepared in accordance with USDA Soil Conservation standards and
properly installed will allow certification and stocking of animals. The following items
should be discussed PRIOR to entering into a contract:
1. This design is in compliance with state and federal laws. Any changes in design may
result in non-compliance and failure to be eligible for certification. No animals can
be stocked until the lagoon construction is approved and certified to the Division of
Environmental Management (DEM).
2. This design has taken into account data including soils, topography, wetlands,
streams, dwellings, wind direction, and owners concerns.
3. The volume shown represents excavation and fill in the lagoon and pad area. It
does NOT account for cut/fill for liners, roads, borrow areas, drainage or other
related construction activities unless specifically covered in the design.
4. Typically, the excavation volume represents the bulk of earthwork and is used for
price negotiations. All earth work beyond this amount will be worked out between
the owner and contractor, CARROLUS DOES NOT NEGOTIATE PRICES FOR
GROWERS.
5. It is the desire of Carroll's Foods that the contractor receives a fair price for earth
work and the land owner receives a properly constructed lagoon and pad that will
meet design requirements.
6. DO NOT- MAKE ANY CHANGES TO THE DESIGN OR FARM LAYOUT
UNLESS THE ORIGINAL DESIGNER IS CONSULTED AND APPROVES_
CARROLL'S FOODS ASSUMES NO RESPONSIBILITY FOR ANY
DEVIATION FROM ORIGINAL DESIGN OR CHANGES MADE ON THE SITE
BY CONTRACTOR OR ANYONE OTHER THAN CARROLL'S PERSONNEL.

CARROLL'S FOODS, INC.
P. 0. Drawer 856
WARSAW, NORTH CAROLINA 28398
MEMORANDUM
TO: All Prospective Contract Growers
FROM: Don Butler, Real Estate Manager
Howard Hobson, Resource Conservationist
RE: Legal requirements for swine growers in
North Carolina and how they relate to you
The facility design and waste management plan attached is of the utmost
importance to you and to Carroll's. This plan must be approved by a technical specialist
with USDA Soil Conservation Service prior to construction start. The lagoon must be
constructed exactly as designed unless changes are approved by the original designer and
SCS personnel. The approved plan needs to become a part of your permanent records
and must be readily available for review if and when your farm is inspected by state
regulatory personnel.
When earthwork and lagoon construction is complete and the top of the dike and
outside slopes of the lagoon has been graded, seeded, and fertilized it must pass a final
inspection by SCS personnel in order for your farm to be certified ready to stock
animals. At the time of final construction approval the grower and the person certifying
construction must sign a document called Certification for New or Expanded Animal
Feedlots (a blank of this form is enclosed in your package) and this form must be sent
to the Department of Environmental Health and Natural Resources in Raleigh. Copies
of the signed document should be kept in your permanent file, one copy goes to SCS for
their file, and a copy must be presented to Carroll's Foods before any animals can be
placed on your farm. The owner is responsible for the Certification being completed
and sent to the appropriate places. Remember, No Certification -- No Animals.
If you have any questions about any of the above information please contact one
of us by calling 910-293-3434, extension 246.

ANix;T• WASTE HANAGEHENT ELAN CERTIFICATION FOR NSW OR ESPANDED F=)LOTS
Please roturn the Corn leted form to the Division of Hnvironmantal Hanagamant at
tho addrasa on the reverae side of this form.
Name of farce (Please print):
Address: _
Phone No.
County:
Farm location: Latitude and Longitude:_ _ _ /_ _ _ (required). Also,
please attach a copy of a county road map with location identified.
Type of operation,{swine, layer, dairy, etc.):
Design capacity (number of animals):
Average size of operation (12 month population avg.):
Average acreage needed for land application of waste (acres):
a,aaa==aapaaaaaaasaaaaaaaaraaaaraaaaa<aaaraara3aaaaaaaaaas:aaaaaaaaaaawaa=a�aa=aa
Technical Speeialiat Certification
As a technical specialist designated by the North Carolina Soil and Water
-Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards -and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001-.000S. The following elements and their corresponding minimum
criteria-haua-been verified by me or other designated technical specialists and
arg included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party); access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24-hour
storm_
Name of Technical Specialiat (Please Print):
Affiliation:
Address (Agency): Phone No.
Signature: Date:
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owner/Hanager Agreanant
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional 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
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a stone event less severe than the 25-yeas, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
Name of Land Owner (Please Print):
Signature: Date:
Name of 2ianagar, if different from owner (Please print):
Signature: Date:
*iot4: A change in land ownership requires notification or a new certification
(if the approved plan is changed) to he submitted to the Division of
Environmental Management within 60 days of a title transfer.
DEm USE ONLY : AC.d #

r . '
` United States - soil 440 Caton Rd.
Department of Conservation
S' Agriculture Service Lumberton, NC 28358
Phone [phone]
March 3, 1994
Eddie L. Johnson
Rte. 1, Box 443
Fairmont, NC 28340
Dear Mr. Johnson: -
Enclosed is a copy of the Soils Investigation and
Site Evaluation for your proposed swine operation
site.
If you have any questions concerning the investigation
or evaluation, please call.
Sincerely,
baAIJ xed�02XT
David Hedgpeth,
USDA-SCS Technician
DHJ1s
encls.
a
O The Soil Conservation Service
is an agency of the
Department of Atgricullure

UNITRU 97'ATIt9 boll, 440 Cslon Rood
DEPARTMENT'OF CONSERVATION Lumhorlon, NC 28358
AGRICULTURE SERVICE 910-739-347R
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME N z v-.a—
��-• / mr -4 4 '3
3 L16
TELEPHONE l 2-,_ 63 �4
LOCATION 2 N.'l6a Ee. f o A
FOVC Fo4kI
8 Z
SIZE OPERATION 710
NuiT e
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER OOD FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES NO
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE" PERENNIAL
STREAM? YES / NO
If no, site must be relocated.
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A
MUNICIPALITY? YES NO ✓
If yes, landowner should consult with local zoning board about required permits.
Permits must be obtained prior to design approval.
ARE UTILITIES IN CONSTRUCTION AREA? YES NO ✓
If yes, see Part 503 of the National Engineering Manual and follow po e�`cp.
(Copies of maps or other reference materials may he attached to site evaluation.)
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND?
YES NO k­�
If yes, producer must complete a Form AD-1026.
WILL ACTION RESULT IN SWAMPBUSTING7 YES NO
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO
CONTACT THE US ARMY CORP OF ENGINEERS AND THE DIVISION OF
ENVIRONMENTAL MANAGEMENT TO DETERMINE IF ADDITIONAL PERMITS ARE
REQUIRED. NO WETLANDS SHOULD BE ALTERED UNTIL PRODUCER RECEIVES
WRITTEN APPROVAL FROM SCS, US ARMY CORP OF ENGINEERS AND NC DIVISION OF
ENVIRONMENTAL MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to site evaluation.)
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER .............
.............. PREDOMINANT WIND DIRECTION? YES i-' NO
.............. POSSIBLE EXPANSION OF TREATMENT VOLUME FROM I CU.FT. UPWARDS
.............. TO 3 CU. FT.IL.B. OF ANIMAL? YES ✓ NO
.............. PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST 112 OF THE
.............. CAPACITY? YES f/ NO
.............. USING GOOD SOUND JUDGMENT IN LAND APPLICATION OF/
............... WASTE? YES 1/ NO

OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT?
YES NO
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING
AREA OR WILL PLANNED ACTIONS IMPACT ON AN ADJACENT NATURAL
SCENIC AREA? IYES NO
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE PLANNED
AREA? YES NO
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT FARMLANDS IN THE
OPERATING UNIT? YES ✓ NO
WILL THE ACTION RESULT IN SODBUSTING? YES NO t"
If yes to any of these questions, refer to form NC-CPA-I6 for policy sources. The form does not
need to be completed.
WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES ✓ NO
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND?
YES NO
IF LAND 1S NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON
LAND ON WHICH TO APPLY WASTE?- YES NO
(Attach Waste Utilization Plan to site evaluation.)
SOIL INVESTIGATION - VALID ONLY IF SOIL INVESTIGATION SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON?
YES
✓ NO
IS A CLAY LINER REQUIRED? wPPR'ax ,
2 'R f) YES
✓ NO
IF YES, IS CLAY AVAILABLE ONSITE? �''d suR�i�cc YES
✓ NO
QUESTIONABLE
IS A CORE TRENCH REQUIRED? CCA C/0y
h,N *k, YES
✓ NO
(Attach soil investigation sheet to site evaluation.)
SITE APPROVED YES ✓ NO CONDITIONAL
COMMENTS e A_ud- s'a, Ls 41R /—a4 • &�, Lco kc eaQzi .
d ap ,'/ A l.41a� cz. r �p .ate
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND CONSTRUCTION
OF LAGOON CONTINUES IN REASONABLE TIME PERIOD. UNDUE DELAYS OR
HESITANCY IN CONSTRUCTION MAY REQUIRE THAT SITE EVALUATION BE
INVALIDATED.
SIGNATURE DATE d2 «?3
n
Page 2 of 2

TABLE OF CONTENTS
VicinityMap .............................................................. I
ASCSField Map ............................................................ 2
SoilsMap .................................................................. 3
Soil Investigation Worksheet. .................................................. 4
Waste Treatment Plan ......................................................... 5
WasteUtilization Plan ...................................................... 6
Operation and Maintenance Plan ............................................. 7
Construction Specifications for Lagoon ....................................... 8
Seeding Plan (Farm Site) .................................................... 9
Computer Drawing of Existing Ground ....................................... 1.0
Existing Elevations ......................................................... 11.
Lagoon Cross Section Diagram ............................................... 12
Computer Drawing of Proposed Lagoon & Building Pad ......................... 13
Site Balance Report .......................................................... 14
Computer Drawing -All Data -Proposed ........................................ 15
Computer Drawing Contour Lines ............................................ 16
Computer Drawing Sloping Lines ............................................ 17
Computer Drawing -Blow-up of Lagoon Corner ................................ 18
Building Pad Elevations ..................................................... 19
Computer Cross Section -Existing_ -Proposed -Balanced ......................... 20
Facility Overlaid on Existing Topo Map ................................... 21

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UNIFIED CLASSIFICATION
USIA CLASSIFICATION .
CW-Well Rtsded grnveis: Kravel, sand mix
g-Rravel
GP -Poorly paAed gravels
CM -Silty Rrovelat Itravel-nand-alit mix
CC-Clsyey Rrovefst gravel -need -Clay MIX "
SW -Well graded sends; send-Rrsvel mix
n -sand
vfr:-vr.ry, finr. tand
st - sandy lnam
(sl-fine sandy loam
SP - poorly Rraded sends I -loam
SM-Silty send ql - pavelly loam
SC -Clayey sends; Bond -clay mixtures si-alit
ML-Silts: Silty.v- finesands;sandyatclaveysilt oil -silt loam
CL-Clays of low to medium plasticity CI -clay loam
C11-1nerRsnlc clays of high plasticity. MCI -silly Clay loam
MO.Elsstle elite scl - sandy clay loam
OL-Or`inic Bilta and sflticlays, low plasticity sic -silty clay
otl -Organic clays, medium to high plasticity c -clay
1, suitable material for embankment In available
,w~ alaie) -
REMARKS. 2 Gait e Tiz - 4R
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GENERAL REMARKS:
U
25
2!1
!7
28
29130431
32 133
134
25
30
37
38 39
40
41
42
43
44
45
48
47
48
49
to
51

Operator:EDDIE JOHNSON County: ROBESON Date:
08/16/94
Distance to nearest residence (other
than owner): 1000.0
feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x 1417 lbs. =
0
lbs
0 sows (farrow to feeder)
x 522 lbs.
0
lbs
0 head (finishing only)
x 135 lbs. =
0
lbs
0 sows (farrow to wean)
x 433 lbs. -
0
lbs
7104 head (wean to feeder)
x 30 lbs. =
213120
lbs
Describe other
0
Total
Average Live Weight =
213120
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME
OFLAGOON
Volume = 213120 lbs. ALW x
Treatment Volume(CF)/lb.
ALW
Treatment Volume(CF)/lb. ALW
= 1 CF/lb. ALW
Volume = 213120 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION rAur-n4CLuzr-z aT
©rNNg25
d�S�
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)----------------------
450.0
Inside top width (feet) --------- -----
115.0 AYERA6 S
Top of dike elevation (feet)--------------------
52.9
Bottom of lagoon elevation (feet)------------
41.9
Freeboard (feet)------------------------------
1.0
Side slopes (inside lagoon)------------------
3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH DEPTH
3.0 3.0 3.0 3.0 444.0
109.0 10.0
AREA OF TOP
LENGTH * WIDTH =
444.0 109.0
AREA OF BOTTOM
LENGTH * WIDTH =
384.0 49.0
48396 (AREA OF TOP)
18816 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
414.0 79.0 130824 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
48396.0 130824.0 18816.0 1.i
Total Designed Volume Available = 330060 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
450.0 115.0 51750.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 51750.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 213120 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 389299 gals. or 52045.3 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall — 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 30187.5 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 30187.5.cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
52045
cubic
feet
5B.
0
cubic
feet
5c.
30188
cubic
feet
5D.
30188
cubic
feet
TOTAL 112420 cubic feet
6. SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
7.0
inches
- Freeboard===================================>
1.0
feet
Side
3.0
: 1
Inside top length===========================>
450.0
feet
Inside top width============================>
115.0
feet
Top of dike elevation=======================>
52.9
feet
Bottom of lagoon elevation==================>
41.9
feet
Total required volume=======================>
325540-cu.
ft.
Actual design volume========================>
330060
cu. ft.
Seasonal high watertable elevation (SHWT) ==>
Ry -4 9 .
feet 44.3
Stop pumping
49.2
feet
Must be > or = to the SHWT elev.====_=____>
43-.
feet 4-`•J
Must be > or = to min. req. treatment el.=>
47.9
feet
Required minimum treatment volume===========>
213120
cu. ft.
Volume at stop pumping elevation============>
213636
cu. ft.
Start pumping elev.___________________ _____>
51.2
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
299873
cu. ft.
Volume at start pumping elevation===========>
296992
cu. ft.
Required volume to be pumped================>
82233
cu. ft.
Actual volume planned to be pumped==========>
83355
cu. ft.
Min. thickness of soil liner when required==>
1.6
feet
7. DESIGNED BY:46�.3aL APPROVED BY:,Va �-
DATE: 51IbH4_
DATE: S/2,3/9el
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

L 1 nl E72 Ca Mpu-a-nox-s
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 33405.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
52045
cubic
feet
5B.
0
cubic
feet
5C.
33405
cubic
feet
5D.
33405
cubic
feet
TOTAL 118856 cubic feet
Wool lwtw . i m
Temporary storage period====================>
180
days
Rainfall in excess of evaporation—=========>
7.0
inches
25 year - 24 hour rainfall==================>
7.0
inches
1.0
feet
Side slopes===== ===========--===---==----->
3.0
1
Inside top length==================_ =======>
459.6
feet
Inside top width========_ = ================>
124.6
feet
Top of -dike elevation=======================>
52.9
feet
Bottom of lagoon elevation==================>
40.3
feet
Total required volume=======================>
331976
cu.
ft.
Actual design volume========================>
413
cu_
ft.
Seasonal high watertable elevation (SHWT)===>
43.0
feet
Stop pumping elev.==______________________->
49.2
feet
Must be > or = to the SHWT elev.==========>
43.0
feet
Must be > or = to min. req. treatment el.=>
46.3
feet
Required minimum treatment volume===========>
213120
cu.
ft.
Volume at stop pumping elevation============>
281132
cu.
ft.
Start pumping elev._________________________>
51.2
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
378008
cu.
ft.
Volume at start pumping elevation===========>
374592
cu.
ft.
Required volume to be pumped================>
85451
cu.
ft.
Actual volume planned to be pumped==========>
93460
cu.
ft.
Min. thickness of soil liner when required==>
1.8
feet
7. DESIGNED BY :_jLU0,Q). -4b- _ APPROVED BY:
DATE: 61111Cj 47 DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
It�F5 IGK gOL0tAG—t W jar NF—rL 4-11, 443 CL A
��S16n1 00L0ME W[0 UNErZ 330.,040 CIA•�
6I J 353 �"' 301 3 CU- cads.
z7 ./Gu `

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pI7 Rick�'AR� -DtSs G,c
Q o'rT D rA o fi s u Ok
�aN��NtEv,neN7 BL�4,
Z oT R L D I<.51 G44
sTaRaC,S SLV�--V,
51, 8S
INvt-kT- o: ou'rLt� � pE
51-19
F�Kti9�l�D F1�oR EI�V,
Tad oR pAD Ile
1 N U R7 o f DU s,s,
C v
A1~7TLLz b
TOP of PIKE
s2,e8 sL t—U,
sugp �R't b 1r p� �
anZ7 oVJ1 EL'C . BS ,
W14p—tl I�PaA5 DF
4196
r✓C-("PW a.►ar") Naj
A:O'M p -t 17 w r r I A r—�GS A
06,TIrFz-�5, .

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 51.2 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 49.2 . This temporary
storage, less 25 yr- 24 hr storm, contains 82233 cubic feet or
615102 gallons.

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

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.6 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT
When areas of unsuitable material are encountered,
excavated below finish grade to the specified depth
perpendicular to the finish grade. The foundation
as specified to grade with a SCS approved material
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE
CONSIDERATIONS.
they will be over -
as measured
shall be backfilled
(ie - CL,SC,CH).
PLANS FOR SPECIAL

SHEET 2 OF 2
soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

WASIL UVILIZAVION PLAN
----------------------
Owners name--:EDDIE JOHNSON County:ROBESON
Mail Address—:RR-1 BOX 443 FAIRMONT,NC 28340
Type of production unit ---- :WEAN —FEED
Number of animal units -----: 7104
Type of waste facility ----- :Anaerobic Lagoon
Temporary storage period ---: 180 days
Method of application ------ :IRRIGATION
Amount of animal waste produced------------------: 2999 tons/year
Amount of plant available N produced by animals—: 3410 lbs./year
Commercial N to apply on planned acreage -------- : 0 lbs./year
Your animal waste utilization plan has been specifically
developed for your swine operation. The plan is based on the
soil types, crops to be grown, and method of application for
your particular operation. The waste must be Iand applied at a
specified rate to prevent pollution of surface and/or ground
water. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops
where the waste is to be applied. This waste utilization plan
uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle and annual soil tests
are encouraged so that all plant nutrients can be balanced for
realistic yields of the crop to be grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value of
the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the
needs of the crop to be grown and the nutrient content of the
waste. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infiltration
rates and leaching potential. Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to planting. Soil incorporation
of waste will conserve nutrients and reduce odor problems.

1"Ign
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Annual acreage
requirements may be more or less based on the waste analysis
report for your waste management facility.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract Field Soil Crop
Yield Lbs. N Acres Lbs. N Month to
No. No. Type Code
/Acre /Unit Used Apply
2638 8 NoA C
6.1 50.00 0.2 61 MAR-OCT
2638 7 NoA C
6.1 50.00 0.7 213.5 MAR-OCT
2638 4 NoA C
6.1 50.00 8.2 2501 MAR-OCT
2638 4 WaB C
5.5 50.00 3.0 825 MAR-OCT
Total 12.1 3601
Available Nitrogen
(includes commercial) 3410
Surplus Or Deficit -191
Crop codes: Crop -unit
A=Barley-bu.
I=Oats-bu.
B=Bermudagrass(graze)-tons
J=Rye-bu.
C=Bermudagrass(hay)-tons
K=Small grain(graze)-acre
D=Corn(grain)-bu.
L=Small grain(hay)-acre
E=Corn(silage)-tons
M=Sorghum(grain)-cwt.
F=Cotton-lbs. lint
W=Wheat-bu.
G=Fescue(graze)-tons
Y=Fescue(pasture)-tons
H=Fescue(hay)-tons
Z=Bermudagrass(pasture)-tons

Page S
If more commercial fertilizer is used than shown in this plan,
then additional acres of land may be needed. A three to fifteen
feet wide permanent grass filter strip should be seeded along all
ditches in fields that receive animal waste.
Additional comments:
--------------------
---- Note_-- Fields -7 and 8-are to be cleared and planted to-_-----
`---Coastal-Hayland-as-a part-o£ this Waste Utilization Plan for
the application of -swine -waste -
-----------------------------------------------------------------_--
Prepared by: _ - !? _ Title:
------- 624�_2-c{� Date
Concurred in by: _c�'�a--------------- Date:
Producer 7—
I understand that I must own or have access 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.
Date '
.
-----y -- --- -----U '---------------- _ S
Producer
Technical Specialist: — - _ ____—_—___ Date: / L 1y9
AI
(Copy to producer and copy to case file)

--i-
Id
4. Y
Ti-
tdV
Iq
47
A-;' P" ty
I' Mh
s Yf' 2.
91
r

Atr.ar_I,mmit 11
Page 1 of 3
North Carolina Agricultural Extension Service
Agri -Waste Mmnagem_ent
• � 11 � i rJ.
James C. Barker*
M
A. Se=i-Solid Lot MA=mm1;
i. Scraped directly from lot into spreader
a. From loaded spreader, collect about 2 lbs of ma-+=e �nm
' F etrat locari on using no=sr-I lle collectars.
!i_ Fsom storage
a. Collect about 2 lbs of --a mom umdar he st=-'ace cruse
avoiding bedding mara--tais and using no=erz"1=c coliec;-orz.
B. TAguld Mzzrc= 5].urr T
i. Under-slo=ed-floor pit
a. Extend a 1/2' no=nra1?=c conduit open on bomb ends iara
mammrm to pit floor.
b. Seal upper and of conduit (e.g., by placing a '�s=b over end
of conduit) `spying manure that has eatarad lower end, remove
and empty sl=--7 into plastic bucket or to erallic container.
c. Take sabsamples :L-om 5 or snore locations or a= least 1 quart.
d. Mix an,d add about 3/4 pint to nonmer 11-1c sale can=aiaer .
U. Zxterior storage basin or rank
a. M2ka sari-zm-,Te has been well --f-ed with a liquzd manure
chopper -agitator pump or propeller agitator.
b. Take sabsamples from about 5 pit locations, dam ag1za=or pt=p
or uon mznure spreader and place in a pL- s =:!.c bucker..
* F--ofessor and ?ar_ensioa Specials=, Biological and Z=gineering
Depar=ent, Nor=h Carolina State Universi=y, Raleigh, NC.

,Attachment 13
Page 2 of 3
c. Mix and add 3/4 pint to a nonmetallic sample container.
C_ Lagoon Liquid
J. Collect about 3/4 pint of recycled lagoon liquid from inflow pipe
to flush tanks in a nonmetallic sample container.
ii. From lagoon
a. Place a small bottle (1/2 pint or less) on end of 14-15' pole.
b. Extend bottle 10-15' away from bank edge.
c. Brush array floating scum or debris.
d. Submerge bottle Within l' of liquid surface.
e. Empty into a plastic bucket, repeat about 5 times around
lagoon, mix, and add 3/4 pint to nonmetallic sample container.
D: Broiler or Turkey Litter
i. House litter
a. Visually inspect litter for areas of varying quality, e.g.,
areas around feeders and waterers, and estimate percent of
floor surface in each area_
b. Take about 5 litter subsamples at locations proportionate to
item a. E.g., if 20% of litter of similar visual quality is
around feeders and vaterers. take 1 subsample there and the
other 4 subsamples from remainder of floor surface.
c. At each location, collect litter from a G" by 6" area down to
ear--h floor and place in a plastic bucket.
d. After 5 subsamples have been added to the bucket, mix, and add
about 2-3 Ibs litter to a nonmetallic sample container such as
a 1-gallon freezer bag and seal.
ii. From stockpile
a. Take suhsamples from about 5 locations at least 1.8" into pile.
b. Mix, add 2-3 Ibs to nonmetallic sample container and seal..

Att.aclimetit S
Page 3 of 3
II. SAHFLE PREPARATION AND TRANSFEE
A. Place sample into an expandable container that can be sealed. Rinse
residues from container with clean water but do not use disinfectants,
soaps, or treat in any ocher way.
B. Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
C. viand-dalivery 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 ,:ape.
E. Commercial sample containers and mailers are also available. Contacts:
i. AEI, Eastern Agricultural Lab, Inc. iii. Polyfoam Packers Corp.
7621 Whitepine Road 2320 S. Foster Avenue
Richmond, VA 23237 Wheeling, IL 60090
Ph: [phone] Ph: [phone]
U. Fisher Scientific Co. iv. NASCO
3315 Winton Road 901 Janesville Avenue
Raleigh, NC 27604 Fort Atkinson, W1 53538
Ph: [phone] Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
G. The NCDA provides this service for North Carolina residents.
1. Address: North Carolina Depaxxrteat of Agri=.iture
Agronomic Division
Plant/Raste/Solution Advisory Section
Blue Ridge Road Center
P.O. Box 27647
Raleigh, IBC 27611
Ph: [phone]
Attn: Dr. Ray Campbell
U. For -ward $4 along with the sample.
iii. Include the following identification information with sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (sLrine-nursery, finishing; turkey -breeders,
brooderhouse, grower, number flocks grown on litter; etc.)
c. Waste type (dairy -lot scraped m =e, liquid slurry; swine -pit
slurry, lagoon liquid, sludge; broiler -house litter, srackpile
iv. Routine analyses performed on all samples: N, P. E, Ca, dig, Na,
S, Fe, Na, Zn. Cu. B
v. Additional analyses performed upon request: DM, Bo, Cd, Ni, Pb

Orientation: -46.0 Z Magnification: 16.2 Inclination: 20.0
64. 00:-
�1 �IIOII%I
62.00
50. 130.
48. 00'</I
�l`�I���+���I� �ll ,11������,r,��,��,ilf1„J���� •'''+Ilj "'���Ilfli� �'! ii�l
465. 00�r ��
::.:
42. 0 0: ......
40.00: \. llllll
Lower Left
30 Mesh Surface
Balanced
Project: EDDIE JOHNSON
Drawing: a 888's
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitework
30 Mesh Surface

nJOM04TS 6uTan ;Mq paJedaJd
:JO4wwTls3
:JaumO
:aaauTOUa
:agea PTS
:uoTgeool
:.sagwnN
S,aaa a :OuiMeJO
NOSNHOC 3I003 :goaCoJd
OUT45TXB
:aoejJns ay4 -A elep TT- 4- 4oTd

Orientation: -45.0 Z Magnification: 21.8 Tnnlinnflnn! na_a
66.5
54.0
62.0
50.0
4e. 0
46. 0
Lower Lef'u
30 Mesh Surface
Existing
Project: EDDIE JOHN50N
Drawing: a see'S
Number'
Location:
Bid Date:,
Engineer:
Owner:
Estimator:
Prepared bW: using Sitework
30 Mesh Surface

Fill shrir,ki-swill percent: 30.00 Cut shrink/swell percent: 0.00
Iterating to balancing within 10.0 cubic yards...
delta
5V
Fill
0.00
11279.09
11279.24
-0.00
6175.01
17165.62
0.00
8174.97
17165.75
-1.12
11284.29
11271.66
-1.12 9.22 11279.05
Lower "Proposed" by 1.12 feet.
New surface called "Balanced" has been created.
Project: EDDIE JOHNSON
Drawing: 8 8881S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework
CUT - FILL
-0.14
-8990.61
-8990.78
12.63
0.17
`T+t5 VOLUME 1ar,5 Nar
�NCLVaC F—ACAVA►Tiar( �
L. l BIER s , t2or�a5, ]) P �KI .Qre E, MTC

a1E-.2. 3 Q
�488E3Q
5e.Be
---------3
D�
Plat of all data for the surface:
Balanced
Project: EDDIE JOHNSON
Drawing: B BBB'S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by:
using Sitework
53.
63.
52.
63.
63.
52.
53.
63.
62.
63.
63.1
52.E
53. 1
53.]
62.E
63.1
63. 1
62. 6
53.1
63.1
52.E
63.1
63.1
3 X
62.B8
.B8

............................................................ (.....
.i5o �.
..................... 41.E
i
L AOo1 l
,.� `
i
1
..........I
:..S.Rr'88.............i... 63. E36
PAD
e
Daylight Perimeter
Plot of the contour data for the surface:
Balanced
Project: EDDIE JOHNSON
Drawing: B Bas'S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

3�8
52.88 6 63.1
�8 63. 1
41. 88 41. 88 34E 52--9 62.6
)K 5e. 8 (63.1
53.
62.
63. 1
63.1 52.BB
62.
53.1
K--52: 8
62. E
)K 5e. 9
62r5
53.1
8
63.1
*52. 2-
: 62. E
X-52. Be
A 63. 1
31E se. 9e 62. E
63.1
/ d1 48888
'S3.i
31c 62. 88 6 tp? 62. 6
Wo
63.1
4 ;fie 53.1
F38ra8
Plot of the sloping lines for the surface:
Balanced
Project: EDDIE JOHNSON
Drawing: a 688's
Number;
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared keg: using Sitework
.88
0

63.16
s3. is
BRA IN AG I- VC Aq5
52.65
53.16
z
63.16
Se. 66
63. 15
3
.63.16
52.66
63.16
63. is
B F't_ c S
62. 65
5
53.15
'63.15
CH-ArlroFD ��Ck
/+�� rF N0T NF—ED ED
•+Q
52.65
!�41L7!146 C/-/0%E� =7'7--
53.16
63. 15
62.65
53. 15
.y
J
63. IS
52.66
63. Is
lei
Plot of the sloping lines for the surface:
Balanced
Project: EDOIE JOHNSON
Drawing: B Bee"S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bg: using Sitework

R
E
..52i- 98...........
53.
63.
62.
53.
63.
62.
53.
62.
53.
63.
62.
63.
63.
62.
53.
63.15.
62. 65
53.15
63. 15
62. 5
53. 6
53. 5
313%8
.88
i
EOOIE JOHNSON: B 888'S: Balanced 16 AUG 94 2:39 PM

56.00
54.00
62.00
50.00
48.00
46.00
44.00
42.00
40.00
(90.64,618.75)
Proposed
<335.40)
(429.04,517.07)
EODIE JOHNSON: 8 888'5 16 AUG 94 2:39 PM

Information contained in this database is from non agency sources and is considered unconfirmed
Farm Emergency Call Form
Farm Number —
Farm Name lEddie Johnson
Owner First Name jEddie
Owner Last Name O nson
p Reporting Q Complaint
Source lEddle Johnson
Inches
Date11-31-2000.
Time
Call Number 1684
Plan Due Date Date Plan Date Freeboar
(? equals blank) Received Level OK
Breached Q es Q No Freeboard Lagoons 12/2/2000
Depopulated Q Yes ONO Freeboard Lagoon2
Overflowed Q Yes Q O
Freeboard Lagoon3
LOIssue Q Yes Q No
Freeboard Lagoon4
Permissioniopump Q Yes Q O
Inundated Q Yes Q No Freeboard Lagoons
Flooded Q Yes Q No Freeboard Lagoon6
Pumping Equipment Q Yes Q No
Comments ...........................
fll.1.l.1.h N.•.{I.l..MMI.l.IpSAIM.{.{MM••n'I�{..fAh1M..in{.{n.. i.........................•.........
.............................. ............ ................................................................. I............

Information contained in this database is from non agency sources and is considered unconfirmed.
Farm Emergency Call Form
Farm Number %8 -- I=
Farm Name Eddie Johnson
Owner Frist Name Eddie
Owner Last Name ohnson
OO Reporting O Complaint
Source jEddie Johnson
Date
1-31-2000
Time
Call Number
684
Breached
O Yes ONO
Freeboard Level 1 19
Depopulated
O Yes ONO
Freeboard Level 2
Overflowed
10 Yes ONO
Freeboard Level 3
LO Issue
10 Yes O NO
PermissionToPump
O Yes ONO
Freeboard Level 4
Inudated
10 Yes O No
Freeboard Level 5
Flooded
O Yes ONO
Freeboard Level S
Pumping Equipment
O Yes O No
CommentsEntered..by...J.effe.rv.B r.o.wn.................................................................................................................................................................

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
April 21, 1997
Eddie Johnson
Eddie Johnson Farm
905 White Pond Rd. West
Fairmont NC 28340
�EHNR
REE4VD
4PR Z ) 1997
FAY iTEVliLLE
REG. OFFICE
Subject: Certificate of Coverage No. AWS780021
Eddie Johnson Farm
Swine Waste Collection, Treatment, Storage
and Application System
Robeson County
Dear Mr. Eddie Johnson:
In accordance with your application received on March 20, 1997, we are forwarding this
Certificate of Coverage (COC) to Farm No. 78-21, authorizing the operation of an animal waste
collection, treatment, storage and land application system in accordance with the State's General Permit
(attached). This approval shall consist of the operation of this system including, but not limited to, the
management of animal waste from the Eddie Johnson Farm with an animal capacity of no greater than
7104 Wean to Feeder and the application to 12.10 acres of land. The facility shall be located in Robeson
County with no discharge of wastes to the surface waters.
The COC shall be effective from the date of issuance_until December 31, 2001. 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 Certified Animal Waste Management Plan
(CAWMP), and this COC. An adequate system for collecting and maintaining the required monitoring
data and operational information must be established for this farm. Any increase in waste production
greater than the certified design capacity or increase in number of stocked animals above the number
authorized by this COC will require a modification to the CAWMP and this COC and shall be completed
prior to actual increase in either wastewater flow or number of animals.
In accordance with General Statue 143-215.10C, Animal Waste Management plans shall include
the following components:
- A checklist of odor sources and best management practices to minimize these sources.
- A checklist of insect sources and best management practices to minimize these sources.
- Provisions set forth for acceptable methods of disposing of mortalities.
- Provisions regarding emergency action plans.
Your existing Certified Animal Waste Management Plan must include the above elements, by
December 31, 1998. Documentation of the certification must be available to inspectors onsite. Submittal
of the amended certification statement shall be required upon renewal of your permit coverage in 2001.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

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.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
-The subject farm is located in the Fayetteville Regional Office. The Regional Office Water Quality
Staff may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact J.K. Jallah at [phone] ext. 364.
Sincerely,
A. Preston �oward,, P.E.
cc: (Certificate of Coverage only for all cc's)
Robeson County Health Department
Fayetteville Regional Office, Water Quality Section
Robeson County Soil and Water Conservation District
Facilities Assessment Unit
Central Files

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Eddie Johnson
Eddie Johnson
905 White Pond Rd. West
Fairmont NC 28340
Dear Eddie Johnson:
NZI.WMA
1170•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 30, 1999
RECEIVED`
, ! •1 i 5 2000
FAY-TTEVILLE
REG. OFFICE
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 78-21
Robeson County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. ERR], IRR2, DRY1, DRY2, DRY3, SLUR], SLUR2,
SLD1, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement_
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at [phone] ext_ 571.
Sincere
Kerr T. Stevens, Director
Division of Water Quality
cc: Fayetteville Regional Office
Robeson County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 ' Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

DENR-FRO
JUL 0 3 2012
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
June 29, 2012
Eddie Johnson
Eddie Johnson Farm
905 White Pond Rd W
Fairmont, NC 28340
Dwo
Dee Freeman
Secretary
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS780021
Eddie Johnson Farm
Animal Waste Management System
Robeson County
Dear Eddie Johnson:
The Division of Water Quality (Division) received your sludge survey information on June 18,
2012. With the survey results, you requested an extension of the sludge survey requirement for
the lagoon at Eddie Johnson Farm facility. Due to the amount of treatment volume available, the
Division agrees that a sludge survey is not needed until 2014.
The next sludge survey for the lagoon at this facility should be performed before December 31,
2014. Thank you for your attention to this matter. Please call me at [phone] if you have
any questions.
Sincerely,
Miressa D. Garoma
Animal Feeding Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
Permit File AWS780021
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 512 N. Salisbury St Ralegh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet www.ncwatemuaIh.ora
NonrthCarohna
Naturally
An Equal Opportunity 1 Affirmative Aclbn Employer

+•• �,`� .'fw:---u"'LI Yam}
NCDEH
North Carolina Department of Environment and Natural Resources Dwo
Division of Water Quality
Beverly Laves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
August 29, 2011
Eddie Johnson
Eddie Johnson Farm
905 White Pond Rd W
Fairmont, NC 28340
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS78002 l
Eddie Johnson Farm
Animal Waste Management System
Robeson County
Dear Eddie Johnson -
The Division of Water Quality (Division) received your sludge survey information on August 1.
2011. With the survey results, you requested an extension of the sludge survey requirement for
the lagoon at the Eddie Johnson Farm. Due to the amount of treatment volume available, and the
rate of sludge accumulation for the lagoon, DWQ feels that an extension is not appropriate at this
time.
The next sludge survey for the lagoon at this facility should be performed before December 31,
2012. Thank you for your attention to this matter. Please call me at [phone] if you have
any questions.
Sincerely,
Miressa D. Garoma
Animal Feeding Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
Permit File AWS780021
1536 Mali 5ervioe Center, Raleigh. Norm Carolina 27699-1636
Local cn: 2728 Capita? Blvd.. naleig „ North Caroiina 276OZ
?none: 919-733-3221, 1=AY.: 919-715-05881 Customer SerJice: 1-877-62a-67+€5
interne: mvw.ncwa erouaGzy-o-
One ,
No-LdiCarofina
!'N =oLtal �1➢. ]; EE'sliEy.• AtffmaUae hctio:c Em wvz:

e') �-al
Murphy -Brown, UC 4/2koN 2622 Nwy 24 West
P.O. Box 856
Warsaw, NC 26398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
Farrow. to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Storage Period:
Application Method:
Eddie L. Johnson
Johnson Farms Facil' # 78-RE Q
Robeson
APR 0 G 2a
�•Nii'�1Tfllll.E liter, g�
7104
>180 days
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 show be used
to reduce the amount of commercial fertilizer required for the crops in the Melds where the waste
is to be applied.
This waste utrTmation 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 importantin implementing your waste utilization plan in order to nwimize
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 shag 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 tans per acre annually, but
less than 10 tons per acre per year providing that adequate fitter 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 DWQ regulations.
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 potenital
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 brealdng dormancy. Injec irrg the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

% _I
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. 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, ft, tons, etc.):
CapacityT aste Produced mr Animal Total
Farrow to Wean
3212 galtyr
gavyr
Farrow to Feeder
4015 gaUyr
gal/yr
Farrow to Finish
10585 gaVyr
gat/yr
7104
Wean to Feeder
223 gal/yr
1.584,192 gattyr
Feeder to Finish
988 galtyr
gaLtyr
Total 1,584,192 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR Obsj:
Capacity Type Nhrown Produced per An mad Total
Farrow to Wean
5.4 Ibs/yr
Ibslyr
Farrow to Feeder
6.5 Ibs/yr
Ibs/yr
Farrow to Finish
28 Ibs/yr
Ibs/yr
7104
Wean to Feeder
0.48 Ibs/yr
3,410 Ibs/yr
Feeder to Finish
2.3 lbstyr
IbsV
Total 3,410 Ibstyr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply do waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Bela rrc for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total lrrigat od Acreage: 28?5
Total N Required 1 st Year. 8581.8
Total N Required 2nd Year. 0
Average Annual Nitrogen Requirement of Crops: 8,581.60
Total Nitrogen Produced by Farm: 3,409.92
Nitrogen Balance for Crops: (5,171.88)
The €oilowhV table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 8

1A 1 0.71 1 MA Be O Mar -Sept 1 5.2 1 50 1 2B0 1 184.8 1 Sm.Gmin 0 8904Wr 1 1 1 54 1 1 50 1 35.5 1310
1B 13,4 Na4 9emwda Mar-8s 5.2 50 1 250 1 884 1 Sm.Omin 0 1 1 50 1 1 50 1 170 1310

This plan does not include commercial fertifizer. The farm should produce adequate plant
available nitrogen to satisty the requirements of the crops listed above.
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.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), 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 reach maturity, especially late in the season (i.e.
April or May)_ Shading may result if small grain gets too high and this will definately, 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 tD exit the small grain earlier_ You may want to
consider harvesting hay or silage two to three tones during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is We September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Lbs N utilized / unit yield
A
Barley
1.6 Ibs N / bushel
B
Hybrid Bermudagrass - Grazed
50 Ibs N / ton
C
Hybrid Bermudagrass - Hay
50 lbs N 1 ton
D
Corn - Grain
1.25 lbs N / bushel
E
Com - Sflage
12 lbs N / ton
F
Cotton
0.12 Ibs N / lbs lint
G
Fescue - Grazed
50 lbs N / ton
H
Fescue - Hay
50 Ibs N I ton
I
Oats
1.3 lbs N / bushel
J
Rye
2.4 Ibs N / bushel
K
Small Grain - Grazed
50 Ibs N / acre
L
Small Grain - Hay
50 lbs N / acre
M
Gain Sorghum
2.5 Ibs N I cwt
N
Wheat
2A Ibs N / bushel
O
Soybean
4.0 Ibs N / bushel
P
Pine Trees
40 lbs N / acre / yr
Acres shown in the preceding table 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.
4ot13

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PM
Farrow to Wean
Farrow to Feeder
Farrow to Finish
7104 Wean to Feeder
Feeder to Finish
Itydarlimat Farm Total/yr
0.84
1
4.1
0,072 511.488
0.36
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 511.488 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 2557.44 pounds of plant
available nitrogen to utilize. Assume you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 8 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you well need 20.45952 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual ulilization rates will vary with sod type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the sod at the time of irrigation
such that runoff or ponding occurs_ This rate is limited by initial sod 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 sod 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 property
irrigate the acres shown in the preceding table_ Failure to apply the recornrnended rates and
amounts of nitrogen shown in the tables may matte this plan invalid.
'This is the rnaximum 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
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste 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 storrri_
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated property to apply the correct rates to the acres shown in the tables. 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 prior to applying the waste.
5 of 8

Application Rate Guide
The following is provided as a guide fir establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
inthr
* inches
2638
1A
NoA
Bermuda (G)
0.5
1
2638
1 B
NoA
Bermuda (G)
0.5
1
2638
2
NoA
Bermuda (G)
0.5
1
2638
3
NoA
Bermuda (G)
0.5
1
2638
4
Ra
Bermuda (G)
0.4
1
2638
5A
NoA
Bermuda (G)
0.5
1
2638
5B
NoA
Bermuda (G)
0.5
1
2638
6A
NoA
Bermuda (G)
0.5
1
2638
6B
NoA
Bermuda (G)
0.5
1
2638
7A
NoA
Bermuda (G)
0.5
1
2638
7B
NoA
Bermuda (G)
0.5
1
2638
8A
NoA
Bermuda (G)
0.5
1
2638
813
NoA
Bermuda (G)
0.5
1
6of8

Additional Comments:
This plan revised to show add'rfional field. All acres shown are wetted.
Doe W the large PAN defidt, the small grain overseed may be o nal,
however, it is recommended that part of the fields be overseeded in case
winter pumping is needed.
7of8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm:
Owner:
Manager:
Owner/Manager Agreement:
Johnson Farms Facility # 78.21
Eddie L. Johnson
I/we understand and will foilow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. Uwe 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 nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Sol] and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner:
Signature:
Eddie L. Johnson
.5-=;�-CP
Date
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist:
Affiliation:
Address:
M. Kevin Weston
Murphy -Brown, LLC
2822 Hwy 24 West, PO Box 856
Warsaw, NC 28398
Telephone: [phone]
Signature: ///, y/Zp�
8of8

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 property dispose of the waste, helshe shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing himlher the use of the land for waste application. it is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recievinp crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict the rate of applications for
other nutrients-
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field (See
USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally billed cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shalt be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Wastelnutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
2 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, ben-ns, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 if animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan' which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption_ However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient; unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3 of 3

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:;t +r 'Jy` inl «.t �,1,'

Murphy-B Q W n LLC PO Drawer 856
282-2 Hwy. 24 West
Warsaw, NC 28398
Tel: [phone]
Fax. [phone]
April 30, 2004
Eddie L. Johnson
Johnson Farms
905 White Pond Road West
Fairmont, NC 28340
Subject: Irrigation Design Addition and
Revised Nutrient Utilization Plan for
Johnson Farms
Facility # 78-21
Robeson County
Please End enclosed the Irrigation Design Addition and two copies of the revised Nutrient Utilization Plan
for the above -mentioned facility. Please sign both copies of the Nutrient Utilization Plan and return one
copy to me for our files.
It -you have any questions regarding this matter, please do not hesitate to call me at (910) 293-
3434 ext. 5353.
Sincerely,
Kevin Weston, CID
Environmental Compliance

Landowner/Operator Name:
Address:
Telephone:
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres)
Sheets
IRRIGATION SYSTEM DESIGN PARAMETERS
Eddie Johnson - Johnson Farm
905 White pond Road West
Fairmont, NC 28340
[phone]
Sol[ Type Slope % Crop(s)
County: Robeson
Date: 4/28/2004
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
(ln/hr)
(inches) Comments
5A
1.72
NoA
0-5
Bermuda / Small Grain
0.5
1
5B
1.82
NoA
0.5
Bermuda-/ Small Grain
0.5
1
6A
1.61
NoA
0-5
Bermuda I Small Grain
0.5
1
6B
2.66
NoA
0-5
Bermuda I Small Grain
0.5
1
7A
1.61
NoA
0-5
Bermuda / Small Grain
0.5
1
7B
2.16
NoA
0-5
Bermuda / Small Grain
0.5
1
8A
1.72
NoA
0-5
Bermuda / Small Grain
0.5
1
88
1.82
NoA
0-5
Bermuda I Small Grain
0.5
1
15.12

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3" Hobbs Traveler
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Are
Hydrant No. ft/min(in/hr.) Width ft. Len th ftfeet Inches at Gun sf at reel(psi) Pattern Comments - Acres er ull
-----�_-���
1 1 1
__--�---�
1 1 1

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler m
182
0
Operating Pressure at Pump si
106.5
##DIV/O!
Design Precipitation Rate in/hr
0.28
#DIVIO!
Hose Length feet
700
xxxxxxXX
Type of Speed Compensation
Mechanical
xxxxx xx
Pump Type PTO, Engine, Electric
Engine
Pump Power Requirement h
20.6
#DIVIO!
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.
90 dt9ree bend
4.94
Dead End
3.50
Tee
2.45
Gate Valve
3.50
45 degree bend
2.66
Page 1

Sheets
IRRIGATION SYSTEM DESIGNER **SVIA1
Name: Micah Kevin Weston, CID
Company: Murphy -Brown, LLC
Address: 2822 Hwy 24 West, PO Drawer 856 Warsaw, NC 28398 0,
Phone: [phone] * W
0 2919 `
Required Documentation O'CSIG yea
The following details of design and materials must accompany all irrigation designs:
s1°R>iN�cL'�a
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.
8. Computations used to determine all malnllne 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. Manufacturer's speclflcations for the irrigation pump, traveler and sprinkler(s).
7. Manufacturers specifications for the Irrigation pipe and/or USDA -MRCS 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 25' 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
Design And Installation Overview
This design is for an addition to an existing facility. This Irrigation system is designed with six inch, Class 200 PVC gasket
pipe and schedule 80 flttinngs. The system Is designed to accommodate the flow velocities, flow rates and pressure
requirements associated with a 3" Hobbs traveler. Air vents and thrust blocks are to be installed as indicated on the
drawings. Air vents will consist of using a 6" x 2" saddle with a 2" galvanized threaded pipe and an AV 150. The thrust block
areas have been calculated and are listed In Table 4 of this design. The design of the traveler system requires the use of a
1.08" ring nozzle in the gun. Each pull has a specific arc setting and travel speed which must be used to achieve the desired
application. This information Is given in Table 2 of this design. A detail of the hydrant layout is also included and specifies
the type and size of fittings. All pipe shall be installed with a minimum of 30" of cover and shall be backfilled In no less than
three passes, leaving enough soil material above original grade to allow for settling. All ditch crossings shall cross at a
minimum of 24" below the bottom of the ditch or shall be encased in a 10" x 20' Class 200 PVC pipe. The suction assembly
for the pump to be used Is 6" aluminum. A pressure gauge should be Installed on the discharge side of the pump where It
can be seen during start up of the system.
System Start-up And Operation
When setting up the reel, make sure It is level and the stabilizer legs are down and secured. Engage the brake, then
disengage the transmission. Pull out the hose at a speed not to exceed 3 mph. Engage the transmission before disengaging
the brake. Prime the pump and start the motor. Set all "Murphy" safety switches to Insure immediate shut down of the
system If a problem occurs. Also, set the timer to shut off the pump at the time a run will be completed. Check all safety
switches on the reel after each start-up to ensure proper operation. Read and review the manufacturers operator manuals
for additional details on start-up procedures. Grower should walk the entire pipeline periodically to check for leaks and other
potential problems.
Winterization And Maintenance
Disconnect both ends of all flexible hoses at the traveler. Remove the drain plug from the gun cart and pull out the hose at
least half way to purge enough water to protect from freezing. Wind the hose back onto the reel and replace the drain plug.
Read and review the manufacturers operator manuals for additional details on winterization and maintenance procedures.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter:
300 feet
Lane Soacinas
Desired Spacing (%):
70 %
Design Spacing(feet):
210 `PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
200 feet
Actual Spacing (°k):
67 %
Application Rate
Application Rate =(96.3xFlowrate)1(3.1415x(.9xradius)squared)
Design App. Rate =
0.28 infir 360 degree arc = 0.28 inlhr
300 degree are =
0.33 irdhr 330 degree arc = 0.30 inlhr
220 degree arc =
0.45 inmr
180 degree arc =
0.55 inlhr
Traveller Speed
Travel speed = 1.605 x Fiowrate 1 Desired application amount x Lane Spacing
Desired app. (in_) =
0.5 inches 360 degree arc = 2.92 tUrnin
300 degree arc =
3.51 ftlmin 330 degree arc = 3.18 ft/min
220 degree arc =
4.67 ftlmin
180 degree arc =
5.84 ftlmin
Mainline Velocity
Velocity = .408 x Flowrate 1 pipe diameter squared feettsec.="
"For buried pipelines, velocity should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.06 ft/sec.
Page 1

Sheet7
Maximum Mainline Friction Loss
Most distant hydrant: 8
Total distance: 2030 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.24 feet/100 feet
Max. Mainline Loss = 4.9 feet or 2.1 psi
Total Dvnamic Head
Sprinkler Pressure:
60 psi
Loss through traveller.
35 psi
Elevation head:
Z.1 psi
Mainline loss:
2.1 psi
Suction head and lift:
2.2 psi
5% fitting loss:
5.1 psi
TOTAL(TDH) =
106.5 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 1 Pump effeciency
Pump Description: Berkeley B3J
Pump Efficiency: 55 %
Horsepower Required: 20.6 Hp
Thrust Blocking
Thrust Block Area = Thrust 1 Soil 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
Pine Pressure Ratina Check
246.0 feet
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 106.5 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Page 2

Sheet?
Net Positive Suction Head Check
NPSHA: 21'
NPSHR: 7' 'from pump curve
If NPSHA>NPSHR OK
Page 3

Sheet8 (2)
Johnson Farm Addition
Acreage Calculations
Width
Length
Acres
Total Acres
Start End
Stop End
Total
P. t-l# #
ft,1
_Mj
(midseciionl
(midsection)
ac.
ac.
Pull Acres
5A
217
250
1.25
1.25
0.474
0.000
1.72
5B
100
240
0.55
1.35
0.474
0.000
1.82
217
160
0.80
0.00
0.474
0.000
0.00
6A
200
250
1.15
1.15
0.458
0.000
1.61
6B
200
480
2.20
2.20
0.458
0.000
2.66
7A
200
250
1.15
1.15
0.458
0.000
1.61
7B
100
180
0.41
1.70
0.458
0.000
2.16
200
280
1.29
0.00
0.458
0.000
0.00
8A
217
250
1.25
1.25
0.474
0.000
1.72
8B
217
270
1.35
1.35
0.474
0.000
1.82
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
O.Oo
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.270
0.00
0
0
0.00
0.00
0.000
0.270
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.270
_
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
_
Total Acres
15.12
page 1

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,i '�' •: jr.'..l" •tf: �.'rt�;''y�i ,'ir Lnr11F,. ��. •. :,,fi..:.: i.=

AM
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
July 17, 2009
Eddie L. Johnson
Eddie Johnson Farm
905 White Pond Rd West
Fairmont, NC 28340
RECEIVED
AIL 2 1 =
1FNR - FAYFT FmLLf REGIONA1 nmrr
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS780021
Eddie Johnson Farm
Animal Waste Management System
Robeson County
Dear Eddie Johnson:
The Division of Water Quality (Division) received your sludge survey information on July 2,'
2009. With the survey results, you requested an extension of the sludge survey requirement for
the lagoon at the Eddie Johnson Farm facility. Due to the amounts of treatment volume• :.
available, the Division agrees that a sludge survey is not needed until 2011.
Thank you for your attention to this matter. 1f you have any questions, please call me at:(919)
715-6937.
Sincerely,
Miressa D. Garoma
Animal Feeding Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
Central Files
1617 Maq Service Center. Raleigh. North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27504 1� 1VOne t
Phone: [phone]FAX: [phone]Customer Service: 1-877-623-6748 o. thCw-olhia
Internet: wuuw.ncwaterquality.org � /„
An equal Oppodunitu'•,AYlrnlaliv� Action EmNattrr
ployer i ` [i

11) l5IM/
Animal Waste Management System Operator Desi anon Form
WPCSOCC g L l
NCAC 15A 8F .0201f►N�
Facility/Farm Name: -Eddie lf) mij'� # f
Permit #: hi 3 Facility ID#: - _ County: PDh&fU17
Operator 1n Charge (01C) I
Name: Z'2�Liee•ArIse 117
First Middle Las, Jr, Sr. etc_
Cert Type / number: e2 UI R - / 8 19 Work Phone: ( I a-_L-G
Signature: �i Date:
"I certify that I agree to my designation as the Operator in Charge for the facility noted. l understand and will abide by the rules
and regulations pertaining to the responsibilities set forth in 15A NCAC 08F .0203 and failing to do so can result in Disciplinary
Actions by the Water Pollution Control System Operators Certification Commission --
Back-up Operator 1n Charge (Back-up 01C) (Optional)
.t! [Vo/ e_ _ �ffhnss�y -Jt-,
First Middle tart Jr. ]r. etc.
Cert Type l Number: (. OJA - 4 SS-8 6 Work Phone: ( y 16 ) 4 --� 8 - e3 5 6
Signature: ( � �&S-C _r,r _ _ Date: - - O q
"I certify that I agree to my designation as Back-up Operator in Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities set forth in 15A NCAC 08F .0203 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission,"
OwnerlPermittee Name: h da, I c if " A
Phone #: ( 7' � °) 6 Q Y - 9, 9 G Fax#: ( ) _,......,._., .....
v QlsLz�
�x Date: % 1 p
{(3a•ncr cir authrni�td ag
Flail or fax to: WPCSOCC
1618 Mail Service Center
Raleigh, N.C. 27699-1618
Fax: [phone]
(Retain a copy of this form for your records)
Re, red S.=tM)7

W/18/2008 TUT 15:56 FAX [phone] WRLNMI -)-)-) DWD Fayetteville Q001/005
i er,.s
Murphy Brown LLc
PO Box 856
2822 Hwy 24 West
Warsaw, NC 28398
Pone [phone]
Fax [phone]
Fax Transmittal Sheet
AA Al�-'�A�-�..)
Phone: Dates
Re. CC:
❑Urgent ❑ For Review
❑ Please Comment
❑ Please Reply
❑ Please Recycle

99/t8/2008 TRU 15:56 FAX [phone] WRLNMI ­DWQ Fayetteville
9 002/005
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 78-21
Facility Name:
Eddie L. Johnson Farm #1
County:
Robeson
Certified Operator Name: Eddie Johnson Operator Number; 18194
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: 1
Spillway(Y or N): N
Level(inches)7 17
2. Check all applicable items
Liquid level is %within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X _Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 clay Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to he pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not coverer: in the facility's CAWMP.
Operation will he partially or fully depopulated.
'Atiach a complete schedule with corresponding animal units and dales fro depopulation
"if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste:
911912008
1 hereby certify that I have reviewed the information listed above and included within the
attached flan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
-Eddie L. Johnson Phone: [phone]
Facility Owner/Manager (print)
- Date: 9/1812008
Facility Ownerllvianager (signature)
.�

19/18/2008 THU 15:57 FAX [phone] %RLNMi ­* DWQ FLvetteville
IA 003/005
1I. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: La oon 1 line rn - 467.7 lb PAN
2. Structure ID-_
line m =
lb PAN
3. Structure ID:
line m =
ib PAN
4, Structure ID:
lime m =
lb PAN
5. Structure ID:
line m =
lb PAN
6. Structura ID:
line m =
lb PAN
n.lines 1+2+3+4+5+6= 467.7lbPAN
111. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD_ DO NOT I.IST FIFI. DS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
0. tract i,
P. field 9
q. crop
r. acres
s. renaining iRR
2 PAN `JaiOnCe
(Vacfe)
L TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application windnv.
2638
1 B
Bermudagrass
3.40
202.20
687.5
Mar -Sept
_
2638
_
2
Bermudagrass
3.64
137.42
500.2
Mar -Sept _
2638
3
Bermudagrass
2.87
228.84
656.8
Mar -Sept
2638
4
Bermudagrass
2.50
119.24
298.1
Mar -Sept
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 clay draw down period.
v. Total PAN available for all fields (sure of coiumn t) = 2142.6 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 467.7 lb. PAN
PoA (30 Day) 2121100

09/18/2008 THLI 15:57 FAX [phone] WRLMI -,-> f DWQ Fayetteville
19004/005
x. Crop's remaining PAN balance (tine v from section ill) =
y. Overall PAN balance (w - x) =
2142.6 lb. PAN
-1675 lb. PAN
Line y must show as a deficit, if line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facility,
Irrigation onto existing spray fields will continue as weather and field conditions permit.
PoA (30 Day) 2121100

.09/18/2008 THU 15:58 FAX [phone] WRL.NMI y44 DWq Fayetteville
R 005/005
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Namelidentifier (ID): Lagoon 1
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.6 inches
b. designed 25 yr.124 hr. storm & structural freeboard —9-61 inches
c. line b - line a (inches in reel zone) = 2.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 330060 ft2
e. line c/12 x line d x 7.48 gailonslft'` 411475 gailons
3. Projected volume of waste liquid produced during draw down, period
I. temporary storage period according to structu, ai design 180 days
g. volume of waste produced according to structural design 52045.3 ft'6
h. current Nerd # 7-1 641 certified herd k 7104
actual waste produced = current Nerd `= x tine g =
certified herd 4
i. volume of wash water according tostructural design
j. excess rainfall over evaporation according to deign
k. (lines h + i j) x 7.48 x 30 days/line f=
4. Total PAN to he land applied during draw dawn period
I. current waste analysis dated [_ __ r114/200�1
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE,
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21100
52045 f is
C-01 ft;
30197.5 fl"
102517 gallons
-� 0.91 lbs/1000 gal.
467.7 lbs. PAN

qb
x,- `Jy- CD'a!
LUMC L..►onnson
905 White Pond Rd. West
Fairmont, NC 28340
RECEIVED
DEC 14 20
aYEU EMLLE REGONALOFRCE
Oft
pt,"P

a ;
r-
X
H
li
3
n
v �
n C5
CDrn
� v

I
f "x � J. ( 1111 ("/-- - —
F-.-!n. bla,!-e -;t(y4i3uJ
- A)
God
t
Stalli.ir M-fit iqu.0 Surtare
Distance frum liquid surface;,
10-P P'kuLC�. -
&
-3
A-41-
10
12
13
14
16
23
11
AU Gri-J
Poistt!i :ird sludew ivver thickotss must be
almuched to this -ludge Sgrvey. Data Sheet.
See Appendix 6 fnr C.Orwerfitnu from iud3-es to teotbs of feet-
I

RECEIV
DEC ih2
Lame L. jonnson
905 White Pond Rd. West
Fairmont, NC 28340

RECEIVED
DEC
�mux"S^/`C� muOyo,,/
- m `
Hm�L.. r /c/ Dole
PAW w:,.v
------'- ---- (A)
No . |
' /`u
's in�vles �Fmt� F_ a inches rFaet (tenths) IF t & in,.:,-,
. ,
�
/ )
;
'
�
F3 <
. .
- '
Jr
~
w .
-'---' - ----- '
---'-�-'--� � l
12_
1�
_= �
� .
11 �-
) �
21
� --- ' ' r---'---'-
�
�
`
|-
^~
' � |
=- — �-'----1--'---- |

z 9
:ter
C)
p; 5V
s
i
f
d

October 8, 2007
Eddie Johnson
Eddie Johnson Farm
905 White Pond Rd West
Fairmont, NC 28340
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
OCT 10 2007
DERt�GT p
-FA'iI
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS780021
Eddie Johnson Farm
Animal Waste Management System
Robeson County
Dear Eddie Johnson:
The Division of Water Quality (Division) received your sludge survey information on October 4,
2007. With the survey results, you requested an extension of the sludge survey requirement for
the lagoon at the Eddie Johnson farm facility not to be required until 2009. Due to the amounts
of treatment volume available, the Division agrees that a sludge survey is not needed until 2009.
The results of the 2009 sludge survey are to be submitted by March 1, 2010.
Thank you for your attention to this matter. If you have any questions, please call me at (919)
715-6937.
Sincerely,
744af--�
Miressa D. Garoma
Soil Scientist
cc: Fayetteville Regional Office, Aquifer Protection Section
Central Files
iv rthcarolina
Xaturally
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwater uali .or Location: 2728 Capital Boulevard
An Equal Opportun4lAffirmative Action Employer— 50% Recyded[10% Post Consumer Paper
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

Eddie L. Johnson
905 White pond Rd. West
Fairmont, NC 28340
App=dh- 3. Lagoon Sludge Survey Form
2 P--,-n3h or DVIQ Id=dfi=iioL Nuinbcr
lzgoon lder;iffication
C.
D. Date of Wasurements 5(n
I
TE Methads/Demi= Used fw Measwcm=l of:
a. Distanm from the lg ooB liquid surLxe to the. top of the sludge layer:
b. Distanrz urn- lb,(- 1.agoan : liquid surh= to the bonom (so.il) of lagoon:
c. Thick -new ofthe sludge: layer ifmoVat a dusty mras mar with "care sampler":
L2L000rj Surface Area (using dime simms at inside tan of bank i: (acres]
(Draw skewl of lagoon an a scpamze shwA and list dinicnsiops, and calcula, surface are2L1
RECEIVED
AM--.i 6 w
DENR- FAYETWLLE REGIONAL OFRCE
G. Estimate number of sampling points:
a. Less than 1.33 acre: Use 8 points
b. If marts tban 1.33 acre, . =eS x 6 = wifn mwLimum of 24,
(Usfn-ft lkach =d 6M===S, d-WdDp 2 =IfDM -jir- tbal has munbcr of mt=Stl = P013= IhV =Mh
roast rlo=Jy with tht esth=tmd w=bcr of s=Aws Pamis ==dcd-"N=b= i)sz grid ka=eezim pa= on
ibe lagoon grid to con=poud with the data w be r=wdcd fcw Pomis of fit.)
H- Conduct slutip survey and record data an -ShWSc- Survey Data Shce"-
L Al time of sludge survey, also mca=etlr-- Liquidervel
to the Present Uquid Level (=asurc ea the lagoon pgt pok),
3. Detzzxnuie dwmcc ftom lAw=um Liquid bevel m � LQ,id LevcL
(Determint- from Plan or other higotm rccards)
IL Calculate distance from preseM liquid surface level to blinirm liquid
level: Item X- Uem L assuiniag pn=ew liquid levrl is below Max- Uq. Levc.1-
L- Record from sludge survey data shect the distance from the present liquid suzb= level
to the lagoon bduom (average for all the ineasizrcineart-poinu):
M. Accord from sludge survey data sheet the distance from the present liquid nirfwr level
to the top of tb-- sludge layer (average far all the measuratnent points):
N. Rtrord from sludge survey dma sheet the avcragethichness of the shOge. layer.
O. CalziJam the thiclaims of the existing liquid Tit-afmcw Zone, (Item bf- Item K):
0101= If Item 0 is Ic" 4nn 4 fL, z shWze rCMOVW and UQ22dW pl2n may be required by
N-C-DWQ. See your spccffirpermit arcontadDWQfuzD=information)
fily
pd
lagoon with tiaffonn side slope.
Completed bv:) A cv)!",f 0 .5 (!>/ >: 0-1-Z Date:
IIIIMI Name I signsuzre

M "Ildgr stwvey Dant Sbeel
S Udge Survey Data Sheet
Prin4 Name
Lagoon Identification:
Date.
Signature
- --------- -
(A)
Grid
Poird
No-
�istance trom liquid surtaae
topat SJUOIR
(C)
jjj
Distance from liquid sur%ce
to lagoonittxrt soil
—to
Ft. inches reel
FL & bv;hw
Feet ftenflis)
Ft & incn..
2
-S
3
"5
L-73
;2 S--
7
10
.2
2J
12
as
13
14
16
.7
20
21
7
22
23
24
Average—
Paver
1
S .t.
i. (tIOP.th!;L-i
7
T,
-AD Grid Paints z nd currespogffin a sludge Inver -thickWs dust be shqj�jn r,u a A% L I C 11
attached Lo this Sludze- SLir�v Data Sheet.
Ste Appendix 6 11br conversian from inches to tentbs of feet
eve,/
)L
f

Michael F. Easley. Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
October 1, 2004
Eddie Johnson
Eddie Johnson
905 White Pond Rd. West
Fairmont NC 28340
Alan W. Klimek, P. E., Director
Division of Water Quality
OCT 15 2004
DENR - FAYEIIE1+iLLE REGIONAL OFFICE
Subject: Certificate of Coverage No. AWS780021
Eddie Johnson
Swine Waste Collection, Treatment,
Storage and Application System
Robeson County
Dear Eddie Johnson:
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 5, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Eddie
Johnson, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG 100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS780021 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 Eddie Johnson, located in Robeson County, with an animal capacity of no
greater than an annual average of 7104 Wean to Feeder swine and the application to land as specified in
the facility's Certified Animal Waste Management flan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitoring conditions in this permit.
Aquifer Protection Section — Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] FAX: [phone]Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper
One
NorthCarolina
Natunillff

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 anew 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 143-2I5.6C 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,
v
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Robeson County Health Department
Robeson County Soil and Water Conservation District
Permit File AWS780021
APS Central Files

Murphy —Brown L.c Po Drawer 856
2822 Hwy. 24 West
Warsaw, NC 28398
Tel: [phone]
Fax:[phone]
April 30, 2004
Eddie L. Johnson
Johnson Farms
905 White Pond Road West
Fairmont, NC 28340
Subject: Irrigation Design Addition and
Revised Nutrient Utilization Plan for
Johnson Farms
Facility # 78-21
Robeson County
Please find enclosed the Irrigation Design Addition and two copies of the revised Nutrient Utilization Plan
for the above -mentioned facility. Please sign both copies of the Nutrient Utilization Plan and return one
copy to me for our files.
If you have any questions regarding this matter, please do not hesitate to call me at (910) 293-
3434 ext 5363.
Sincerely,
Kevin Weston, CID
Environmental Compliance

Murphy -Brown, LLC 4/29/2004 2822 Hwy 24 West
P.D. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
G rower(s):
Farm Name:
Farm
Eddie L. Johnson
Johnson Farms Facility # 78-21
Robeson
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder 7104
Feeder to Finish
Storage Structure: Anaerobic
Storage Period: > 180 days
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 utifzation 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 bons 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 DWQ regulations.
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.
1 of 8

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. 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, ft, tons, etc.):
Capacity Type Waste Produced rAnimal Total
Farrow to Wean
3212 gal/yr
gal/yr
Farrow to Feeder
4016 gal/yr
gal/yr
Farrow to Finish
10586 gal/yr
gal/yr
7104
Wean to Feeder
223 ga/yr
1,584,192 gaVyr
Feeder to Finish
986 gal/yr
gal/yr
Total 1,584,192 gaI/yr
AMOUNT OF PLANT AVAILABLE NrfROGEN PRODUCED PER YEAR (Ibs):
Capacity T Nitrogen Produced per Animal Total
Farrow to Wean
5.4 lbs/yr
Ibs/yr
Farrow to Feeder
6.5 Ibsfyr
lbs/yr
Farrow to Finish
26 lbs/yr
lbs/yr
7104
Wean to Feeder
0.48 lbs/yr
3,410 lbs/yr
Feeder to Finish
2.3 Ibstyr
lbs/yr
Total 3,410 lbs/yr
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.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 28.25
Total N Required 1st Year. 8581.8
Total N Required 2nd Year. 0
Average Annual Nitrogen Requirement of Crops: 8,581.80
Total Nitrogen Produced by Farm: 3,409.92
Nitrogen Balance for Crops: (5,171.88)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart descries the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 8

Johnson Farm
Facllity # 78-21
412nOD4
Reception Area Specifications
Trwt Field Irrigaw Sall lot Crop Time to Crop Lbs N/Ac Lhs N Tow-1—be—N
Hydmnt Acrave Type Code AMY Yield lbsNIUnit Residual Me uthirw
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3(s) a 8

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
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.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), 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 reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately 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 the
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 cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
A
Barley
B
Hybrid Bermudagrass - Grazed
C
Hybrid Bermudagrass - Hay
D
Com - Grain
E
Com - Silage
E
Cotton
G
Fescue- Grazed
H
Fescue - Hay
I
Oats
J
Rye
K
Small Grain - Grazed
L
Small Grain - Hay
M
Grain Sorghum
N
Wheat
o
Soybean
P
Pine Trees
Lbs N utilized / unit yield
1.6 Ibs N / bushel
50 lbs N / ton
50 lbs: N / ton
1.25 lbs N / bushel
12 lbs N / ton
0.12 lbs N / lbs lint
50 lbs N / ton
50 lbs N / ton
1.3 lbs: N / bushel
2.4 lbs: N / bushel
50 lbs N / acre
50 lbs N 1 acre
2.5 lbs N 1 cwt
2.4 lbs N / bushel
4.0 lbs N / bushel
40 lbs N / acre / yr
Acres shown in the preceding table 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.
4 of 8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PANT/animal Farm al/yr
Farrow to Wean
0.84
Farrow to Feeder
1
Farrow to Finish
4.1
7104 Wean to Feeder
0.072 511.488
Feeder to Finish
0.36
The waste utilization plan must contain provisions for periodic sand 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 511.488 pounds of plant available nitrogen per year wit accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the nudge every 5 years, you will have approximately 2557.44 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bennuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 8 acreas of land. If you apply the sludge
to com at a rate of 125 pounds per acre, you will need 20.45952 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the sod at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial sod 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 the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
`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
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 8 months. In no instance should the volume of the
waste 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 stoma
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated property to apply the correct rates to the acres shown in the tables. 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 prior to applying the waste.
5af8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
inthr
* inches
2638
1A
NoA
Bermuda (G)
^0.5
^ 1
2638
1 B
NoA
Bermuda (G)
0.5
1
2638
2
NoA
Bermuda (G)
0.5
1
2638
3
NoA
Bermuda (G)
0.5
1
2638
4
Ra
Bermuda (G)
0.4
1
2638
5A
NoA
Bermuda (G)
0.5
1
2638
5B
NoA
Bermuda (G)
0.5
1
2638
6A
NoA
Bermuda (G)
0.5
1
2638
6B
NoA
Bermuda (G)
0.5
1
2638
7A
NoA
Bermuda (G)
0.5
1
2638
7B
NoA
Bermuda (G)
0.5
1
2638
8A
NoA
Bermuda (G)
0.5
1
2638
8B
NoA
Bermuda (G)
0.5
1
6 of 8

Additional Comments:
This plan revised to show additional held. All acres shown are wetted.
Due to the large PAN deficit, the small grain overseed may be optional,
however, it is recommended that part of the fields be overseeded in case
winter pumping is needed.
7 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm:
Owner.
Manager:
Owner/Manager Agreement:
Johnson Farms Facility # 78-21
Eddie L. Johnson
l/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. Itwe 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 nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner. Eddie L. Johnson
Signature:
Date
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist: M. Kevin Weston
Affiliation: Murphy -Brown, LLC
Address: 282-2 Hwy 24 West, PO Box 856
Warsaw, NC 28398
Telephone: [phone]
Signature: %i-/, ��i�, �% ylZ�11/-��
8 of 8

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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. It the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop tvpe, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict the rate of applications for
other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field (See
USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and flies.
S Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
f of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste small not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients_
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
2of3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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_
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 pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate_ Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3of3

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ir
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Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Eddie Johnson - Johnson Farm
Address: 905 White Pond Road West
Fairmont, NC 28340
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres)
Soil Type Slope % Crop(s)
County. Robeson
Date: 4/28/2004
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
(In/hr)
(inches) Comments
5A
1.72
NoA
0-5
Bermuda 1 Small Grain
0.5
1
5B
1.82
NoA
0-5
Bermuda / Small Grain
0.5
1
6A
1.61
NoA
0-5
Bermuda 1 Small Grain
0.5
1
6B
2.66
NoA
0-5
Bermuda I Small Grain
0.5
1
7A
1.61
NoA
0-5
Bermuda I Small Grain
0.5
1
7B
2.16
NoA
0-5
Bermuda / Small Grain
0.5
1
8A
1.72
NoA
0-5
Bermuda I Small Grain
0.5
1
8B
1.82
NoA
0-5
Bermuda 1 Small Grain
0.5
1
15.12

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3" Hobbs Traveler
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ft/min) (in/hr.) Width(ft.) Length(ft) (feet) (inches) at Gun(psi) at reel(psl) Pattern Comments - Acres per pull
_�--�--_�
oil
# 11

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
krri ation Gun
Irrigation
Flow Rate of Sprinkler m
182
0
Operating Pressure at Pump (psi)
106.5
#DIVIOI
Design Precipitation Rate in/hr
0.28
#DIV/01
Hose Length feet
700
XXXXxIXX
Type of Speed Compensation
Mechanical
xxxxx UIX
Pump Type PTO, Engine, Electric
Engine
Pump Power Requirement h
20.6
#DIV/O!
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.
90 degree bend
4.94
Dead End
3.50
Tee
2.45
Gate Valve
3.50
45 degree bend
2.66
Page 1

Sheets
IRRIGATION SYSTEM DESIGNER �jEVIN �F
Name: Micah Kevin Weston, CID
Company: Murphy -Brown, LLC
Address: 2822 Hwy 24 West, PO Drawer 856 Warsaw, NC 28398 a 0
Prone: [phone] * W L z
p02919' '
-
Required Documentation O�gIG14
The following details of design and materials must accompany all irrigation designs: SpRINK�jg.
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 malnilne 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. Manufacturer's specifications for the Irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
B. 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 25' 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
Design And Installation Overview
This design Is for an addition to an existing facility. This irrigation system is designed with six inch, Class 200 PVC gasket
pipe and schedule 80 fitttings. The system is designed to accommodate the flow velocities, flow rates and pressure
requirements associated with a 3" Hobbs traveler. Air vents and thrust blocks are to be Installed as Indicated on the
drawings. Air vents will consist of using a 6" x 2" saddle with a 2" galvanized threaded pipe and an AV 150. The thrust block
areas have been calculated and are listed In Table 4 of this design. The design of the traveler system requires the use of a
1.08" ring nozzle in the gun. Each pull has a specific arc setting and travel speed which must be used to achieve the desired
application. This information is given in Table 2 of this design. A detail of the hydrant layout Is also included and specifies
the type and size of fittings. All pipe shall be installed with a minimum of 30" of cover and shall be backfllled in no less than
three passes, leaving enough soil material above original grade to allow for settling. All ditch crossings shall cross at a
minimum of 24" below the bottom of the ditch or shall be encased in a 10" x 20' Class 200 PVC pipe. The suction assembly
for the pump to be used is 6" aluminum. A pressure gauge should be installed on the discharge side of the pump where it
can be seen during start up of the system.
System Start-up And Operation
When setting up the reel, make sure it is level and the stabilizer legs are down and secured. Engage the brake, then
disengage the transmission. Pull out the hose at a speed not to exceed 3 mph. Engage the transmission before disengaging
the brake. Prime the pump and start the motor. Set all "Murphy" safety switches to Insure immediate shut down of the
system if a problem occurs. Also, set the timer to shut off the pump at the time a run will be completed. Check all safety
switches on the reel after each start-up to ensure proper operation. Read and review the manufacturers operator manuals
for additional details on start-up procedures. Grower should walk the entire pipeline periodically to check for leaks and other
potential problems.
Winterization And Maintenance
Disconnect both ends of all flexible hoses at the traveler. Remove the drain plug from the gun cart and pull out the hose at
least half way to purge enough water to protect from freezing. Wind the hose back onto the reel and replace the drain plug.
Read and review the manufacturers operator manuals for additional details on winterization and maintenance procedures.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter:
300 feet
Lane Spacinas
Desired Spacing (%):
70 %
Design Spacing(feet):
210 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
200 feet
Actual Spacing (%):
67 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.28 in/hr 360 degree arc = 0.28 in/hr
300 degree arc =
0.33 in/hr 330 degree arc = 0.30 in/hr
220 degree arc =
0.45 in/hr
180 degree arc =
0.55 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate
/ Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches 360 degree arc = 2.92 ft/min
300 degree arc =
3.51 ft/min 330 degree arc = 3.18 ft/min
220 degree arc =
4.67 ft/min
180 degree arc =
5.84 ft/min
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec."
"*For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.06 ft/sec.
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 8
Total distance: 2030 feet
Friction Loss Is figured using Hazen/William's Equation
Friction Loss= 0.24 feet/100 feet
Max. Mainline Loss = 4.9 feet or 2.1 psi
Total Dvnamic Head
Sprinkler Pressure:
60 psi
Loss through traveller:
35 psi
Elevation head:
2.1 psi
Mainline loss:
2.1 psi
Suction head and lift:
22 psi
5% fitting loss:
5.1 psi
TOTAL(TDH) =
106.5 psi or 246.0 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet) 13960 f Pump effeciency
Pump Description: Berkeley B3J
Pump Efficiency: 55 %
Horsepower Required: 20.6 Hp
Thrust Blocking
Thrust Block Area = Thrust 1 Soil 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
Ploe Pressure Ratina Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 106.5 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Page 2

Net Positive Suction Head Check
NPSHA: 21'
NPSHR: 7' 'from pump curve
If NPSHA>NPSHR OK
Sheet?
Page 3

Sheet8 (2)
Johnson Farm (Addition)
Acreage Calculations
Width
Length
Acres
Total Acres
Start End
Stop End
Total
Pelf #()
LU
midsection
midsection I
(ac.
Lac-ILac-I
Pult Acres
5A
217
250
1.25
1.25
0.474
0.000
1.72
5B
100
240
0.55
1.35
0.474
0.000
1.82
217
160
0.80
0.00
0.474
0.000
0.00
6A
200
250
1.15
1.15
0.458
0.000
1.61
6B
no
480
2.20
2.20
0.458
0.000
2.66
7A
200
250
1.15
1.15
0.458
0.000
1.61
7B
100
180
0.41
1.70
0.458
0.000
2.16
200
280
1.29
0.00
0.458
0.000
0.00
8A
217
250
1.25
1.25
0.474
0.000
1.72
813
217
270
1.35
1.35
0.474
0.000
1.82
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.270
0.00
0
0
0.00
0.00
0.000
0.270
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000 1
0.270
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
DAO
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.0o0
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0A00
0.00
0
_
0
_
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
0
0
0.00
0.00
0.000
0.000
0.00
Total Acres
15.12
Page 1

LA 'A
X4.:
49i"
Will WFA
4t

Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
May 1, 2003
Eddie Johnson
Eddie Johnson
905 White Pond Rd. West
Fairmont NC 28340
Subject: Certificate of Coverage No. AWS780021
Eddie Johnson
Swine Waste Collection, Treatment,
Storage and Application System
Robeson County
Dear Eddie Johnson:
On April 28, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs the
Division of Water Quality (Division) to extend the expiration date of. the Swine Waste -Operation General
Permit AWGIO0000. Therefore, the General Permit has been re -issued by the Division to extend the
expiration date to October 1, 2004. During the period of this extension the Division will be working with
all interested parties on the development of a new version of the Non -Discharge General Permit.
In accordance with your application received on February 5, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Eddie
Johnson, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWGIOOOOO. The issuance of this COC
supercedes and terminates your previous COC Number AWS780021 which expired on April 30, 2003.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Eddie Johnson, located in Robeson County, with an animal capacity of no
greater than an annual average of 7104 Wean to Feeder swine and the application to land as specified in
the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until October 1, 2004. Pursuant- to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Nor,Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Customer Service Center
An Equal Opportunity Action Employer
Internet httpJ/h2o.enr.state.nc.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% posi-oonsumer paper

Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per NRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville- Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact J R Joshi at [phone] ext. 363.
Sincerely,
zdel-
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG 100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Water Quality Section
Robeson County Health Department
Robeson County Soil and Water Conservation District
Permit File AWS780021
NDPU Files

Wettable Acres Determination Certification
Name of Facility: I, a Facility Number_ -79'- a-
Owner(s) Name: _e, '. e_ Soh —So .--- Phone No:011b)
Mailing Address:90 S (3w.je- F:, d RA_ �a� �...o,.�-. NG-- :r7s `fah
By sip ing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Feld Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District_ A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future, -modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an irrigation Specialist or
Professional Engineer has certified the design and installation below -
Owner Name: J <
Owner
Technical Specialist Name:
ate: - O/
Technical Specialist Signature: Date:
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according NRCS Standards. Animal waste
application equipment has been installed according to IvStandards and is ready for use_
Irrigation Specialist/PE Name: +ra4, GS
Irrigation SpecialistiYE Signature: Date: -3-
Su rnit this forms to:
Sonya Avant
n-D. scharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleiah, NC 27699-1617
NVADC - 7199

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Johnson Farms
Address: 905 White Pond Rd. West
Fairmont, NC 28340
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres)
Soil Type Slope % Crop(s)
County: Robeson
Date: 3/26/01
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
(Inlhr)
(inches) Comments
.�
®
..
•.

Sheet2
TABLE 2 -Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3" Hobbs Traveller
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hvdrant No. (ft/minl (in/hr.) Width(ftl Length(ft) (feet) (inches) at Gun(psij at reel(psi) Pattern Comments - Acres per pull
-�----TOTAL
ACRES

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler m
182
Pressure at Pum { si)
103.3
.Operating
Design Precipitation Rate inlhr
0.31
Hose Length (feet)
700
XX)CKXXXX
T e of Speed Compensation
Mechanical
XXX)OCXXX
Pump Type (PTO, Engine, Electric)
Engine
Pump Power Requirement h
19.9
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 degree bend
2.66
Page 1

5heet5
ILA;3L�L�lii•1:��'��ii�1�5TI�'3L�T►T�:�
Name:
Kraig Westerbeek
Company:
Murphy -Brown's
Address:
PO Box 759 Rose Mill, NC 28458
Phone:
[phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
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. Manufacturer's specifications for the Irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the Irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE,
S. The Information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed In lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' 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 is designed to use a 3" hardhose traveller w1700' of hose for all pulls. Grower
should use a 1.08" ring nozzle at 60 pi pressure for all pulls. Pulls 1 A,1 B,and 3 require that the arc angle
be manipulated as shown on the map. This must be done to adhere to buffer requirements for the farm.
Acres shown are 'wetted' acres as defined by Technical Guide Standards.
Equipment dealer will provide start up, winterization, and operation guidelines for equipment to be
use.

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter:
300 feet
Lane Spacings
Desired Spacing (%):
70 %
Design Spacing(feet):
210 'PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
200 feet
Actual Spacing (%):
67 %
pli ration Rate
Application Rate =(96.3xFlowratey(3.1415x(.9xradius)squared)
Design App. Rate =
0.31 in/hr
300 degree arc =
0.37 in/hr
220 degree arc =
0.50 in/hr
180 degree arc =
0.61 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) = 0.75 inches
300 degree arc = 1.95 ftlmin
220 degree arc = 2.34 ft/min
180 degree arc = 3.89 ft/min
Velocity = .408 x Flowrate / pipe diameter squared feet/sec."'
"For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity= 2.06 Wser,
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 4
Total distance: 1150 feet
Friction Loss is figured using HazenlWilliam's Equation
Friction Loss= 0.24 feet1100 feet
Max. Mainline Loss = 2.8 feet or 1.2 psi
Total Dynilnic Head
Sprinkler Pressure:
60 psi
Loss through traveller:
35 psi
Elevation head:
0 psi
Mainline loss:
1.2 psi
Suction head and lift:
2.2 psi
5% fitting loss:
4.9 psi
TOTAL(TDH) =
103.3 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet)139601 Pump effeciency
Pump Description: Berkeley B3J
Pump Efficiency: 55 %
Horsepower Required: 19.9 Hp
Thrust Blocking
Thrust Block Area = Thrust 1 Soil 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
238.7 feet
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 103.3 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Page 2

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

UTILIZATION; PLAN
PRODUCER: Johnson Farms
LOCATION: 905 White Pond Rd. West
Fairmont, NC 28340
TELEPHONE: [phone]
TYPE OPERATION: wean - feeder
NUMBER OF ANIMALS: 7104
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer 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. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year_ With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
Page 1

WASTE UT L -X - PLAN
7,104 animals X 0 Q (tons) waste/animaVyear =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
7,104 animals X 0-4.6 Ibs. PAN/animaVyear =
Guide Std. 633)
2,984 (tons) waste/year.
3,410 lbs. PAN/year. (PAN from N.C.
Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 7: ACRES OWNED BY PRODUCER
Tract Field* Soil! Crop Lbs. N Acres Lbs. N Month of
# No. Tvve Per Acre Utilized Application
T2638
1 A
NoA/B
Bermuda(G)
260
0.71
184.6
March - Se t.+
T2638
1113
NoA/B
Bermuda G
260
3.40
884
March - Se t.+
T2638
2
NoA/B
Bermuda G
260
3.64
946.4
March - Se t.+
T2638
3
NoA/B
Bermuda G
260
2.87
746.2
March - Se t.+
T2638
4
Ra
Bermuda G
190
2.51
476.9
March - Sept.+
OPTIONAL
T2638
1A-4
NA
Small Grain(G)
50
13.13
656.5
Sept. - April
Total 1 13.131 3,894.60
*This N is from animal waste only. if nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for.
NOTE. The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastem counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

WASTE UTI LIZATI O N. P LAN
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Requires! specification 21)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
�.ype Per Acre Utilized A
` See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 13.13 3,895
Table 2 0.00 -
Total 13.13 3,895
Amount of N Produced 3,410
Surplus or Deficit 485)
NOTE: 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 nutrient or other elements.
Page 3

WASTE UTILi�AT14N'PLAN
See attached map showing the fields to be used for the utilization of waste water.
Field Soil Type
No,
Application of Waste by Irrigation
Crop Application Application
Rate (In/Hr) Amount (In.)
1A,1B,2,3
NoA/B
Bermuda
0.5
.5-1
4
Ra
Bermuda
0.4
0.75
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for days of temporary storage and the temporary storage must
be removed on the average of once every f MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation `see lagoondesian.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation:
Acres shown are 'wetted'acres as defined by SB1217 Technical Guide Revisions. Grower may
raze all land shown in plan. Field # equal riser numbers shown in design.
Page 4

Vy►ASTE UTILiQAIO
N QLAN -
REQUIRED SPECIFICATIONS
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 himther 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.
B 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.)
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.
$ Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied 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 lend 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
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that courses 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.
Page 6

1NAS E . - MIU�TION
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, -piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre -plant with no further applications 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 soil shall be monitored and alternative crop sites
shall be used when these metal 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 7

_ 7 WAS,TEf- J' AL 'T 0� N LAN , I
-- .ae,a..e r _._�:�.._r:...'9::.;- .--,+icca�:Se�.:.::.rssva
Name of Farm: Johnson Farms
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: Eddie Johnson
(Please print)
Signature: Date:
Name of Manager (If different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) Kraig A. Westerbeek
Affiliation: Murphy Family Farms
Address (Agency)
Signature:
P.O. Box 759
Rose Hill, NC 28458
Page 8
Date:

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N

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
CER11FIED MAIL
RETURN RECEIPT _"QUESTED
Eddie Johnson
Eddie Johnson
905 White Pond Rd. West
Fairmont NC 28340
Farm Number: 78-21
Dear Eddie Johnson:
February 24, 1997H��y�yj}E 1
FEB 2 4 1991,
REG. OFr iGE
You are hereby notified that Eddie Johnson, in accordance with G.S. 143-215.1OC, must apply
for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your farm has
thirty 00) days to submit the attached application and all supporting documentation. In accordance
with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section 19(c)(2), any
owner or operator who fails to submit an application by the date specified by the
Department SHALL NOT OPERATE the animal waste system after the specified date.
Your application must be returned within thirty (30) days of receipt of this letter. Failure to submit the
application as required may also subject your facility to a civil penalty and other enforcement actions for
each day the facility is operated following the due date of the application.
The attached application has been partially completed using information listed in your Animal
Waste Management Plan Certification Form. If any of the general or operation information listed is
incorrect please make corrections as noted on the application before returning the application package. The
signed original application, one copy of the signed application, two copies of a general location map, -and
two copies of the Certified Animal Waste Management Plan must be returned to complete the application
package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Permits and Engineering Unit
Post Office Box 29535
Raleigh, NC 27626-0535
If you have any question concerning this letter, please call Andy Oakley at [phone]
extension 533 or Ed Buchan with the Fayetteville Regional Office at [phone]
Since ly,
A. Preston Howard, Jr., P.E.
cc: Permit File
Fayetteville, Regional Office
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycle& 10°/* post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
November 13, 1996
Eddie Johnson
Eddie Johnson
RR 1 Box 443
Fairmont NC 28340
SUBJECT: Operator In Charge Designation
Facility: Eddie Johnson
Facility ID#: 78-21
Robeson County
Dear Mr. Johnson:
®F-=HN!
P911ERVED
NOV 19 1996
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study
Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1, 1997. The owner of each animal waste management system must submit a
designation form to the Technical Assistance and Certification Group which designates an
Operator in Charge and is countersigned by the certified operator. The enclosed form must be
submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on -going basis in many counties throughout the state for
the past several'months and will continue to be offered through December 31, 1996.
Thank you for your cooperation. If you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 91gn33-0026.
Sincerely,
A. r., , Dr'ctor
vision of Water Quality
Enclosure
cc: Fayetteville Regional Office
Water Quality Files
P.O. Box 27687, 4CRaleigh, North Carolina 2761 1 7687 An Equal Opportunity/Affirmative Acton Employer
Voice 919-715-4100 - 60% recycled/10% post -consumer paper

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