830017_CORRESPONDENCE_20171231

Information contained in this database is from non agency sources and is considered unconfirmed.
Animal Operation Telephone Log
DWO Facility Number P-1—FT-1
Farm Name 17768 I
Caller's Name jDawn Williamson
® Reporting O Complaint
Caller's Phone # lemail
Access to Farm
Farm Accessible
from main road 10 Yes O No
Animal Population
Confined O Yes O No
Depop 10 Yes O No
Feed Available O Yes OND
Mortality O Yes O No
Sprav Availabilitv
Pumping
Equipment
O Yes O No
Inundated
Available
Fields
Overtopped
O Yes O No
Date 7-8-2003
Time :00
Control Number 3479
Region JFRO
Lazoon Questions
Breached
10 Yes O No
Inundated
O Yes O No
Overtopped
10 Yes O No
Water on
O Yes O No
Outside Wall
Lagoon3
Dike Conditions
[0yes O No
Freeboard Level
Freeboard
Plan Due Date Date Plan Date Freeboard
Inches
(? equals blank) Received Level OK
Lagoonl
Lagoon2
Lagoon3
Lagoon4
Lagoons
Lagoon6
Ms Williamson is sending in a POA and was asked to report when out of the red.
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Bax
Comments2
�j

Jut 08 ,03 05:03p MURPHY -BROWN 9102933138 P-10
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 83-17 County: Scotland
Facility Name: 7766
Certified Operator Name: Susie Perkins Operator Number: 24139
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: 7768
Spillway(Y or N): n
Level(inches): 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 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section ill 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 DWO prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
'Attach a complete schedule with corresponding animal units and dates 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:
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct -
Murphy -Brown, LLC _ L'Burq_Division
Facility Ow rimanager (print)
Facility Owner/Manager (signature)
MAI'
Phone: [phone]
Date: J 1 —o

Jul 08 .03 05:03P MURPHY -BROWN 9102933138 P.11
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 Namelldentifier (ID): 7768
2. Current liquid volume in 25 yr.124 hr_ storm storage & structural freeboard
a. current liquid level according to marker 17.0 inches
b. designed 25 yr -/24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 2.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 95844 ftz
e. line cJ12 x line d x 7.48 gallonslft3 119486 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 949136 ft3
h. current herd # F-72-0-01 certified herd # 1200
actual waste produced current herd # x line g = 949136 ft3
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k_ (lines h + i + j) x 7.48 x 30 dayslline f=
4_ Total PAN to be land applied during draw down period
I. current waste analysis dated 06/1612003
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) 2121/00
0 ft3
688901W
1269139 gallons
1.80 Ibs11000 gal.
2499.5 lbs_ PAN

Jul 0803 05:038 MURPHY -BROWN
9102933138
It. 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: 7768
line m = 2499.5 Ib PAN
2. Structure ID:
line m =
lb PAN
3. Structure 1D:
line m =
Ib PAN
4. Structure ID:
line m =
Ib PAN
5. Structure ID:
line m =
Ib PAN
6. Structure ID:
line m =
Ib PAN
In. lines I+2+3+4+5+6= 2499.5 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOW?
PERIUU. I]U NUT LI57 1-ItLUS i U WHIUM PAN UANNU I t3C APYLItU UUKIN" I muno su UAT rtKIUU
o. tract # p. field # q. crop r. acres s_ remaining IRR t TOTAL PAN u. appllcation window'
2 PAN balance BALANCE FOR
(Vacre) FIELD (lbs.)
column r x s
3081 10 Bermuda 7.20 202.00 1454.4 Mar -Oct
3081 11 Bermuda 6.001 202.001 1212.0 Mar -Oct
-:)tdt- r,:urI W IL W UP cnwtty aNpucauort uat>; Ut ttCxr FAUP C31J 11 uun oeyirinuig uate tUr avauaute
receiving crops during 30 day draw down period.
. v. Total PAN available for all fields (sum of column t) = 2666.4 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (tine n from section II) = 2499.5 Ib. PAN
PoA (30 Day) 2121100
p. 12

Jul 08,03 05:O3p MURPHY -BROWN 9102933138 p.13
x. Crop's remaining PAN balance (line v from section III) _
y. overall PAN balance (w - x) =
2666.4 Ib. PAN
-167 lb. PAN
Line y must show as a deficit. 1f 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
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
PoA (30 Day) 2121100

Lagoon Closure Reporting Form
Person Reporting Closure_���
Date Reported 3-15—e2,
Facility Number of Farm 9�3 — 7 / 76 oc<- r1m -or-e /i
County -5C Alai
Number of Lagoons4�
Person Taking Call 54
Remarks

State of North Carolina,
Department of Environment
and Natural Resources
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Carroll's Foods Inc
7768
PO Drawer 856
Warsaw NC 28398
Dear Carroll's Foods Inc:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
May 15, 2000 F? CEf V
Eu --;z,
'1t1 2 2 2000
��LC`�
Subject: Status Update Wettable Acre
Determination
Animal Waste Management System
Facility Number 83-17
Scotland County
The Division of Water Quality (DWQ) is hereby requesting a status update concerning the
completion of a Wettable Acre Determination for your subject facility. A letter dated August 27,
1999 was sent to advise you that your facility was required to complete a Wettable Acre
Determination within six months (see attached letter). As of May 10, 2000 DWQ has not
received the facilities Wettable Acre Determination Certification Form. Please submit to DWQ
within 10 days a written explanation as to why a Wettable Acre Determination Certification Form
has not been submitted. Please include the necessary information detailing the steps taken to
certify this facility for Wettable Acres.
Please be aware that not submitting this certification within the allotted six months may
result in civil penalty assessments, permit revocation, and/or injunctive relief.
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 me at
[phone] ext. 571.
Sincerely,
-" 'e.',�
Sonya Avant
Environmental Engineer
cc: Fayetteville Regional Office
Scotland 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

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
Carroll's Foods Inc
7768
PO Drawer 856
Warsaw NC 28398
Dear Carroll's Foods Inc:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 30, 1999 RECEIVED
JXV 1 ;' 2000
SEG. � FCL E
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 83-17
Scotland 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. IRRI, 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.
Sincerely
Kerr T. Stevens, Director
Division of Water Quality
cc: Fayetteville Regional Office
Scotland 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% recycle&10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT RE VESTED
Carroll's Foods Inc
7768
PO Drawer 856
Warsaw NC 28398
Dear Carroll's Foods Inc:
1 � •
NCDEN.R
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
August 27, 1999
RECO E,D
E P S 1999
FAYETTEVILLE
REG. OFFICE
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
7768
Facility Number 83-17
Scotland County
A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
Anevaluation by Jeffery Brown on 514199 was made to review the actual number of acres at your facility
that receive animal waste during land application. The evaluation of your facility has yielded one of the
following two results as indicated by the box marked with an "X".
Category 1:
The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Jeffery Brown the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Jeffery Brown, at 225 Green Street, Suite
714, Fayetteville, NC 28301, within in 90 days of the receipt of this letter. If you have any
questions please contact Jeffery Brown at [phone]. If within 90 days you are
unable to provide Jeffery Brown with the information you are automatically required
to complete a Wettable Acre Determination as described by Category 2 below, within
180 days of receipt of this letter.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

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

fir_ ``'`. "'•' �:•_'
4
f .
zJAMFSB.1•lUlrrJR.a
'Tf4 1.`i
QOVE.RNQR 0:•r'.xs
l WAYNEMcDE1+rT>r _ ��
SECRETARY
'KERR-ESTEVEMS _
'r 5: G� fes- •�
r r _.
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
DIVISION OF WATER QUALITY
August 18, 1999
Carroll's Foods, Inc.
Attn.: Leslie Stutts
P.O. Box 1767
Laurinburg, NC 28353
SUBJECT: EXPLANATION OF VIOLATIONS
Farms 7768, 7685, 7573, 7574, & 7171
Dear Mr. Stutts:
This letter is in regards to the letter you sent addressed to me on June 28,
1999, regarding the Notice of Violations that the above farms received following
inspections by our Division. First of all, I would like to take the time to clarify
a few items:
f . I fully understand that an irrigation pump is designed in such a manner that the
packing is cooled by the dripping of wastewater. However, it was evident that the
irrigation pump on Farm 7768 was not working properly at the time of the site
visit. Wastewater was leaking at a steady rate causing substantial ponding on the
lagoon dike. Although I did not actually observe the pump in operation at Farm
7171, there was evidence to indicate that the same problem was occurring on this
facility.
2. The General Permit clearly states that the CAWMP shall be readily available
at the farm, not the main office.
3. It is our responsibility as inspectors to evaluate the waste application fields to
determine if the correct cropping patterns are in place as specified in the
CAWMP. If the present crop, whether it was planted or simply ,volunteered, is
different from that which is specified in the CAWMP, then the facility is not in
compliance with the CAWMP.
P.O. SOIL 29535, RALEIGH, NORTH CAROLINA 27$26-0575
PHONE Y1 o•733-7015 FAX til O-7]J-2AD6
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - SOX RECYCLED/1O% POST -CONSUMER PAPER

Page 2
Carroll's Foods, Inc.
August 18, 1999
In response to your question, anything that is a violation of the CAWMP or the General Permit is
considered to be a violation. Therefore, anything that would be noted on an inspection form is
technically considered a violation of either the CAWMP or the General Permit. However, it will
always be left to the discretion of the inspector as to what letter (NOD or NOV), if any, is issued to
a facility. We as inspectors are looking more closely at facilities to see if all conditions of the
General Permit are being followed. Certain conditions in the General Permit are more important
than others, however the facility has to abide by all permit conditions. The requirement to report any
of the emergency items outlined in section 6 of the General Permit should always be considered
some of the most important conditions.
If you have any questions concerning this matter, please do not hesitate to call Jeffery Brown,
at [phone].
Sincerely,
Jeffery Brown
Environmental Engineer
C,
m SENDER:
I also wish to receive die follovr-
w Q Complete nems f ardor z for adaitionai servic n.
ing services (for an extra fee):
Campiete items 3, 4a, and 4b.
o Print your name arrd address on the reverse of this
form so that we can return this
c toyU
�' ❑Addressee's Address
0 noalch tW% form to the front of the rnailpisoe, or an ft back if spaoo does not
z• ❑ Restricted Delivery
mpermit.
, Write *R of n Receipt Requested' an the mailpiece
below the artiste number.
c O The Return Receipt V stow to ydrarrr the article was delivered and the date
O delivered.
3. Article Addressed to:
4a. Article Number
a
P 154.616 996
Leslie Stutts
4b. Service Type
Carroll s s Tools .Inc
❑ Registered certified
Po Box 1767
❑ Express Mail ❑Insured
Laurinburg NC 28353
❑RetumReceipt for Merchandise ❑COD
7. Date of Delivery
5. BaMyed By: (Print Name)
8- Addressee's Address If requested and
I" is paid)
0 6. 09nahlre (Addressee or Agent)
>w
m
Ps Form 3811, December 194
tt WB-= Domestic Retum Recei;

June 28, 1999
Jeffrey Brown
Environmental Engineer
NC Department of Environment
and Natural Resources
225 Green Street, Suite 714
Fayetteville, NC 28301-5043
RECEIVED
,:" L 6 - 1999
LLE
REG.
CARROLUS FOODS, INC.
Box 1787 • 325 McKay Street
Laurinburg, North Carolina 28353
PH: 910/276.0648 FX_ 910/276-2950
SUBJECT: RESPONSE TO VIOLATIONS
Farms 7768, 7685, 7573
7574, and 7171
Dear Mr. Brown,
Farm 7768, 83-17, has a waste management plan to spray on cotton which is only two
hydrants. The rest of the farm is coastal and overseed. The lagoon dike vegetation will be
repaired by seeding common Bermuda and millet this summer_ The drainage of the low spot can
be repaired at this time also. We maintain the records for the farms in our main office. Mr.
Oxendine picked up an older plan without realizing we had the revisions in place.
Since your visit we have made the call when our lagoon was at the top pipe. I hope in the
future we won't have to make this call at all. We do check our equipment before, during, and,
after application. They are supposed to leak some to cool the packing.
Farm 7685, 77-7, was planted in Matua and was checked and verified by our area
extension agent who also did our revision to the plan in December. The problem we had with
entering the records has been corrected. It was doubling the hours on the hydrants.
Farm 7573, 83-6, the lagoon has been mowed as close as possible without tearing up our
equipment. We will contact the farm manager and let them know about the syringes and the
bottles. The waste analysis was updated March 1, 1999 with very little change on all of the
farms in this division. The field that was in preparation to be planted was planted and we are
trying to keep it mowed to slow the competition to get a stand. We hope to not have to call about
a lagoon height in the future, but should it happen, we will follow procedures.

Farm 7171, 83-19, since your visit we have mowed and bulldozed any trees to close to
the toe of the lagoon plus we have fixed any washes on the lagoon dike. We have sprigged the
field in front and are keeping it mowed to allow the spriggs to take hold. We updated the waste
analysis on March 1, 1999 and have since taken more samples. We will monitor our equipment
during operation more closely.
Farm 7574, 83-7, when we finish the farm we are on right now, we will repair the bare
spots and vegetation on the lagoon dike. We changed the waste analysis on March 1, 1999 and
have since taken more samples.
Thank you for helping point out the areas we need to improve on. I have a question and
would appreciate a response. What tipped over the scales to go from a deficiency to a violation?
A lot of the items found seemed to have carried more weight than in the past.
If you have any further questions or concerns, please contact me at 910-276-2172 ext.
432.
Sincerely,
Leslie Stuffs
Farming and Waste Manager
Laurinburg Division

Revised April 20, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number /%
Farm Name: 996S'
On -Site Representative: -?
Inspector/Reviewer's Name: rS'.
Date of site visit: 5—,
Date of most recent WUP:
Annual farm PAN deficit:
pounds
Operation is flagged for a wettable
acre determination due to failure of
Part 11 eligibility item(s) F9 F2 F3 F4
Operation not required to, secure WA
determination at this time based on
emption E1 E2 E3 E4
Operation pended for wettable acre
determination based on P9 P2 P3
Irrigation System(s) - circle #0 hard -hose traveler, 2. center -pivot system; 3. linear -move system;
4. stationary sprinkler system w/permanent pipe; -5. stationary sprinkler system w/portable pipe;
6. stationary gun system w/permanent pipe; 7. stationary gun system w/portable pipe
PART 1. WA Determination Exemptions (Eligibility failure, Part li, overrides Part I exemption.)
El Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an I or PE.
E2 Adequate D, and D2/D3 irrigation operating parameter sheets, including map
depicting wettable acres, is complete and signed by an 1 or PE.
E3 Adequate D, irrigation operating parameter sheet, including map depicting
wettable acres, is complete and signed by a WUP.
E4 75% rule exemption as verified in Part 111. (NOTE: 75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part ll. Complete eligibility
checklist, Part II - F1 F2 F3, before completing computational table in Part 111).
PART 11.75% Rule Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination required because operation fails -one of the eligibility
requirements listed below: .
F1 Lack of acreage which resulted in over application of wastewater (PAN) on-spray-
field(s) according to-farm'slast two years -of irrigation -records.
F2 Unclear, illegible, or lack of information/map.
F3 Obvious field limitations .(numerous.ditches; failure to deduct required ---
buffer/setback
-buffer/setback acreage;-or.25% of total acreage.identified in CAWMP includes:-%:--.
small,- irregularly shaped fields - fields less than 5 acres -for_travelers:or less -than
2 acres for stationary --sprinklers).
F4 WA determination required because CAWMP credits feld(s)'s acreage in excess
of 75% of the respective field's total acreage as noted in table in Part III.

Aa b 5 4, a r,�5
Facility Number
Revised April 20, 1999
Part III. Field by Field Determination of 75% Exemption Rule for WA Determination
TRACT
NUMBER
FIELD
NUMBER' .2
TYPE OF
IRRIGATION
SYSTEM
TOTAL
ACRES
CAWMP
ACRES
FIELD
%
COMMENTS3
-
A+
'ff
S
a�
�5
3 A
G. 0
38
S.
5�
5.3
5
,9
b
6.
7
�.7
FIELD NUMBER' - hydrant, pull, zone, or point numbers may be used in place of field numbers depending on CAWMP
and type of irrigation system. If pulls, etc. cross more than one field, inspector/reviewer will have to combine fields to
calculate 75% field by field determination for exemption; otherwise operation will be subject to WA determination.
FIELD NUMBERZ - must be clearly delineated on -map.
COMMENTS' - back-up fields with CAWMP acreage exceeding 75% of its total acres -n having received less -,than 50%
of its annual PAN as documented in the farm's previous.two years' (1997 81998) of irrigation records; cannot serve as the
sole basis for requiring a WA Determination. -Back-up fields-must:be noted inihe comment section and must be accessible
by irrigation system. -
Part IV. P,endi�ng WA Determinations -
'SP1 Plan lacksfollowin
g
P2 Plan revision-maysatisfy75% rule based.on adequate -overall PAN deficit -and by
adjusting all field acreage to.below 75% useTate -
P3 Other (ie/in process of installing new irrigation system):.

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt; Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
September 23, 1998
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Don Butler
7768
PO Drawer 856
Warsaw NC 28398
Dear Don Butler:
/ • •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANo NA; iJRAL RESOURCES
REEIED
u 2 5 1998
FA MEViLLE
i?EG. DFFiuE
Subject: Application No. 83-0017
Additional Information Request
7768
Animal Waste Operation
Scotland County
The Non -Discharge Permitting Unit has completed a preliminary engineering review of the
subject application. Additional information is required before we can continue our review. Please
address and submit the following information by October 23, 1998:
Please list the irrigation parameters in your waste utilization plan as application rate (inJhr)
and the maximum application allowable (in.) per event for individual tract number, field
number, soil type, and crop type. A single irrigation event covers the amount from the time
the pumps are turned on until the time they are shut off. The NRCS currently recommends
that total application amounts not exceed one inch in any application event for any soil
type.
2. Please also provide a clearer field reap identifying all tract numbers, field numbers, and
acreage listed on your waste utilization plan.
Please note that all revisions or amendments made to the waste utilization plan (WUP) or a
portion thereof are required to be signed and dated by both the landowner and the Technical
Specialist before they are submitted for review.
Please reference the subject permit application number when providing the requested
information. All information should be signed, sealed, and submitted in duplicate to my attention at the
address below. The information requested by this letter must be submitted on or before October 23,
1998 or the Division will return your application as incomplete in accordance with 15A N.C.A.C. 2H
.0200 and your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid
permit is a violation of North Carolina General Statute 143-215.1 and will subject you to the
enforcement authority of the Environmental Management Commission.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Application No. 83-0017
Don Butler
Page 2
If you have any questions regarding this request, please call me at [phone], extension
363.
Sincerely,
JPJoshi
Soil Scientist
Non -Discharge Permitting Unit
cc: tEayetteville Regional-Q_ffice, Water Quality
Permit File

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
July 31, 1998
Don Butler
7768
PO Drawer 856
Warsaw NC 28398
Dear Don Butler:
A IT V V
IL"
NCDENR
NORTH CAROuNA DEPARTMENT OF
ENVIRONMENT AND NAruRAL RESOURCES
Subject: Application No. 83-0017
Additional Information Request
7768
Animal Waste Operation
Scotland County
The Non -Discharge Permitting Unit has received additional information for this farm. However, the
following items are still missing and are required before we can continue our review. Please address and submit
the following information by August 30, 1998:
The irrigation parameters are missing in the waste utilization plan submitted with the
additional information. The NRCS currently recommends that total application amounts
not exceed one inch in any application event for any soil type. If your application rates need
to be adjusted for the application of animal waste, please have your Technical Specialist
revise your WUP to reflect the appropriate application amount per event. If the irrigation
amounts exceed the recommended one inch, please have your Technical Specialist justify
the increased application rate in the narrative of your WUP.
2. The NRCS required specifications are missing as part of the waste utilization plan and are
required portion of certified animal waste management plan.
Please reference the subject permit application number when providing the requested information. All
information should be signed, sealed, and submitted in duplicate to my attention at the address below. The
information requested by this letter must be submitted on or before August 30, 1998 or the Division will return
your application as incomplete in accordance with 15A N.C.A.C. 2H .0200 and your facility will be considered to
be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is
a violation of North Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the
Environmental Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 363.
cc: Fayetteville Regional Office, Water Quality
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535
An Equal Opportunity Affirmative Action Employer
Sincerely,
8�6 'Z
JR Jodhi
Soil Scientist
Non -Discharge Permitting Unit
Telephone [phone] FAX [phone]
50% recycled110% post -consumer paper

rA �
CAR ROLL'S FOODS, INC.
P. 0. Drawer 856
WARSAW, NORTH CAROLINA 28398
RECEIVED
,FUL 2 8 1993
July 27, 1998 FAYMEVIG..E
Mr. J.R. Joshi REG. OFFICE
NCDENR
Division of Water Quality
Non -Discharge Permitting Unit
PO Box 29535
Raleigh, NC 27626-0535
Subject: Additional Information for No. 83-0017, Farm 7768,
Scotland County
Dear J.R.:
Please find attached a Waste Utilization Plan for the above
mentioned farm. Sorry for the omission. Let me know if
additonal information is needed.
Sincerely,
-.
Howard L. Hobson, Technical Specialist
Attachment
cc: Fayetteville Regional Office w/o attachment
Leslie Stutts w/attachment

State of North Carolina -
Department of Environment
and Natural Resources
Division of Water Quality
James B_ Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
July 2, 1998
Don Butler
7768
PO Drawer 856 RECDEVVEU
Warsaw NC 28398
Dear Don Butler:
,,'W 0 8 1998
FAYEn` IILLE
REG. OFFICE
IT
A
• •
= 111111111111111L
NCDENR
NORTH CARouNA DEF*RTmENT OF
ENVIRONMENT AND NA iJRAL RESOURCES
Subject: Application No. 83-0017
Additional Information Request
7768
Animal Waste Operation
Scotland County
The Non -Discharge Permitting Unit has completed a preliminary engineering review of the subject
application. Additional information is required before we can continue our review. Please address the following
by August 1, 1998:
I ) The waste utilization plan for this farm is missing in the permit application package.
Please reference the subject permit application number when providing the requested information. All
information should be signed, sealed, and submitted in duplicate to my attention at the address below. The
information requested by this letter, must be submitted on or before August 1, 1998 or the Division will return
your application as incomplete in accordance with 15A N.C.A.C. 2H .0200 and your facility will be considered to
be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is
a violation of North Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the
Environmental Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 363.
Sincerely,
JR Joshi
Soil Scientist
Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]B3 FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
May 29, 1998
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Carroll's Foods Inc
7768
PO Drawer 856
Warsaw NC 28398
Farm Number: 83 -17
Dear Carroll's Foods Inc :
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
RECEIVED`%
JIM 0 4 199$
FAY" 17E11IUBE
REG. OFFICE
You are hereby notified that 7768, in accordance with G.S. 143-215.1 OC, must apply for
coverage under an Animal Waste Operation General Permit. Upon receipt of this letter; your farm has
sixty (60) 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 sixty (60) days of receipt of this letter. Failure to submit the application as required may also
subject your facility to a civil penalty and other enforcement actions for each day the facility is operated
following the due date of the application.
The attached application has been partially completed using information listed in your Animal
Waste Management Plan Certification Form. If any of the general or operation information listed is
incorrect please make corrections as noted on the application before returning the application package.
The signed original application, one copy of the signed application, two copies of a general location
map, and two copies of the Certified Animal Waste Management Plan must be returned to complete the
application package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
Post Office Box 29535
Raleigh, NC 27626-0535
If you have any questions concerning this letter, please -call Sue Homewood at [phone]
extension 502 or Jeffery Brown with the Fayetteville Regional Office at [phone].
Sincerely,
�J r A. Pres n ow ar , r., P.E. -
cc: Permit File (w/o encl.)
Fayetteville Regional Office (w/o encl.)
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Fayetteville Regional Office
James B. Hunt, Jr., Govemor
Jonathan B. Howes, Secretary
Carroll's Foods, Inc.
116 James Street
Laurinburg, NC 28352
Dear Sir:
A410a
IDEHNR
DIVISION OF WATER QUALITY
July 25, 1996
SUBJECT: Compliance Inspection
Swine Farms
Hoke, Scotland and Richmond Counties
On July 2, 1996, an inspection of several animal operations was performed by the
Fayetteville Regional Office (FRO). Please find enclosed a copy of our Compliance Inspection
Report for your information. It is the opinion of this office that these facilities are in compliance
with 15A NCAC 211, Part .0217, and that Animal Waste Management is being properly performed.
Should you have any questions regarding this matter, feel free to contact me at (910) 486-
1541 ext. 325.
Sincerely,
Ricky Revels
Environmental Technician N
Enclosure
cc: Facility Compliance Group
Wachovia Bullding, Suite 714, Fayetteville N%q
�FAX [phone]
North Carolina 28301-5043 4 C An Equal Opportunity Affirmative Action Employer
Voice 910-486-1541 50% recycled/ 10% post -consumer paper

s.,
Facilay NW -b,,. -j_ / 7
Division of Environmental Management
Animal Feedlot Operations Site Visitation Record
Date: 7- z =9 G
Time:
GSneral nfo ation-
FarmName:.t 73G i C0.Yv01I s _!-ids _ - County:
Owner Name:_ C a v fro i l' s Foo A s T -t -j c— Phone No: PQiv) Z 93--3V3
St
On Site Representative: A L La"4 Integrator
Mailing Address: P o D w S S t4
VJavSaw Nc- zg398
v.S
Physical AddressAddress/Location:F.roa
,.._ 1.-a...:.r (e,� -h.Kc M-►� 7 q Sus. of s 4, s 61—
T7 T
is O . S .4 /e- -0" f.4 r: A 4 f- _
Latitude: / 1 Longitude: I I
4neration Dgernption: (based on design characteristics)
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
stow goo Fse-4r ❑ Layer O Dairy
0 Nursery O Non -Layer O Beef
❑ Feeder
4rher7}pe of Livestock Number of Animals:
Number of Lagoons:_ 3 — (include in she Drawings and Observations the hwboard of each lagoon)
J Z
Facility Inspection:
Lagoon `
Is lagoon(s) freeboard less than 1 foot + 25 year 24 hour storm storage?: Yes ❑ No I/
Is seepage observed from the. lagoon?: Yes ❑ No Cd'
Is erosion observed?: Yes ❑ No aK
Is any discharge observed? Yes ❑ No GK
❑ Man-made Q Nor Man-made
Cover Crop
Does the facility need more acreage for spraying?: Yes ❑ No l7
Does the cover crop need improvement?: Yes ❑ No ed"
{ list the crops which need improvement}
Crop type:. ,,t,.f z y f 3 0 "` Acreage:
Setback Criteria
Is a dwelling located within 200 feet of waste application? Yes ❑ No C-7/
Is a well located within 100 feet of waste application? Yes ❑ No Trr
Is animal waste stockpiled within 100 feet of USGS Blue Line Stream? Yes ❑ No 8
Is animal waste land applied or spray irrigated within 25 feet of Blue Line Stream? Yes ❑ No a
AOI - January 17,19% _

n� rserue►iarzce '
Does the facility maintenance need improvement? Yes ❑ No L(
Is there evidence of past discharge from any part of the operation? Yes ❑ No it
Does record keeping need improvement? Yes ❑ No U(
Did the facility fail to have a copy of the Animal Waste Management Plan on site? Yes ❑ No 23
C • # 6,000 SZO
Explain any Yes answers:
Signature: Date:_
cc.. Facility Assessment Unit Use Attachments if Needed
Drawings or Observations:
AOI — lanuw717,19%
1

' 101 00 100 00:00 021 P02
DIVISION OF ENVIRONMENTAL MANAGEMENT
November 4, 1994
SUBJECT: Compliance Inspection
skr ro li s Fnr.►• xT 736 S
• 5ev M&ounty
Dear = I t ? r
jr�tb,,(,
on , , an inspection of your animal operation was performed
by
the
Fayetteville Regional Office (FMO). Please find enclosed
a copy
of
our
Compliance Inspection Report for your information. It is the
opinion
of
this
office that this facility is in compliance with 15A NCAC 2H,
Part .0217,
and
that Animal Waste Management is being properly performed.
Should you have any questions regarding this matter, feel
free to
contact
me at [phone].
Enclosure
cc: Facility Compliance Group
Sincerely,

L4
Luz O _
nn
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Liu L
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xlcxwoo' • _.� r . ]
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+ _ - ,aF • �ti, i b J t �. 4� ass
spiv uE 'L 1.9 • �Hl Yl •,'r
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Scotland Count r v yp +
J ••` �Rx F / ..
This southern border county was < 3' ; ,•„ %
estabished in 1899. Laurinburg is the
county seat of Scotland County, named ••� /
so for Scotland in the British Isles from •�(
which many of the early settlers of the •'�•ti
region came. �'

! i61 a 'oo moo
021 P03 f
NORTH CAROLIM DEPARMENT O! ZKY , MRLTH & NATURAL RSSOURM
DIVISION OF IIIVIRCMMM rITAL XRNAGS'EM
Fayetteville Regional office
Animal Operation Compliance Inspection Form
..��r��'�AI �� � .�f . ••.. .r �MM�M�,fptlj NRY10.W_�_ _Kt! dF�i'rtµ� .��t4KI{SVWNM:KA]PKMI�:MNlifh[ �r�w vatseMt 'Y%K. vn .n�.i.nyFry.w.n..sMY[.....�•r •erns..
i.K
rv...'4. •.t
'I'�V.Nnd``V'.VI�MFCi.(�` ,.�i,.�0..sri.M•w'`rMr1M h r+�Wi.M��. .�. .�..�:
' ^^ e..:ewe.x.�..K• .�e; d�.wwa vxero .e : ora w.nwa.a%"'�°.�
M y7� µ'� �y
w�...�..•.,..r....�w�ww
AiS a1 S C dT LA %r> CD
questions answered negAtively will be discussed in sufficient detail in
the Comments Section to enable the deemed permittee to perform the appropriate
corrections:
SEMON Y
Animal operasfgn TY0e
Horses, cattle, swine poultry, or sheep
1. Does the number and type of animal meet or exceed
the (.0217) criteria? [Cattle (100 head),
horses (75), swine (250), sheep (1,000), and
poultry (30,000 birds with liquid waste
system))
2. Does this facility meet criteria for
Animal Operation MISTRATION?
3. Are animals confined fed or maintained
in this facility for a 12 -month period?
4. Does this facility have a CKRTrFDM AHI!!AL
NAS'7fB ?SANAGE!'II a ELAN?
S. Does this facility maintain waste management
records (Volumes of manure, land applied,
spray irrigated on specific acreage with
specific cover Crop)?
6. Does this facility meet the SCS minimum
setback criteria for neighboring houses,
Wells, etc?
Y I N I COMCENTS

191 ee 109 00:00
SI= -I III
f=ield a! to _ mange nent
1. Is animal waste stockpiled or lagoon
construction within 100 ft. of a USGS
Map Blue Line Stream?
2. Is animal waste land applied or spray
irrigated within 25 ft. of a QSGS Map
Blue Line Stream?
3. Does this facility have adequate acreage
on which to apply the waste?
4. Does the land application site have a
cover crop in accordance with the
=z"MTI0a PLAX?
5. Is animal waste discharged into waters of
the state by man-made ditch, flushing system,
or other similar man-made devices?
6. floes the animal .paste management at this
farm adhere to Best Management practices
(WO) of the approved C _UMCATIOH?
7. Does animal waste lagoon have .suf f icient
freeboard? Horn much? (Approximately il- )
8. Is the general condition of this CAFO facility,
including management and operation,
satisfactory?
Comments
q
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P. 04/04

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
Jaynes B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
September 4. 1997
Mr. Don Butler
Carroll's Foods Inc.
PO Drawer 856
Warsaw, NC 28398
�EHNR
Subject: Change in Operation Type
Facilitv Number 83-17
Scotland Countv
Dear Mr. Butler,
The following is a response to your letter to dated July 30, 1997 concerning the change in the type of operation
on the above referenced swine facility_
Tice definition of expansion in the NCAC 2H .0200 Rules is an increase in the Steady State Live Weight
(SSLW) beyond the waste management system capacity. This facility had originally been registered as a 950 sow
Farrow to Feeder operation and certified as a 900 sow Farrow to Feeder operation. According to the information you
provided from material dated January 24. 1990, which was on file with the local MRCS office, the lagoon was designed
to accommodate 522.000 lbs. steady state live weight. Changes can be made to the type of operation at the facility as
lone as the SSLW of the farm does not exceed the amount that the current lagoon can manage and adequate land is
available for waste application_ In the situation you outlined. the change in operation to a 1200 sow Farrow to Wean
operation (SSLW of 519500 lbs) would not be an expansion of the animal waste management capacity. An updated
animal waste management plan and certification form must be completed prior to changing the type of operation.
It was also determined that this facility may have been operative at a greater population than what was certified
in die animal waste management plan. This would be a violation of the certified animal waste mana;entevt plan and will
be investigated further by the Division of Water Quality. Be advised that this notice does not prevent the Division of
Water Quality from takine enforcement actions for any past or future violations at this facility.
If you would still like further guidance on this issue please feel free submit more written questions or to contact
me by phone at [phone] ext 502.
Sincerely,
Sue Homewood
cc: DWQ Fayetteville Regional Office
Facility File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity- A irtnative Action Employer 50% recycled/10% post -consumer paper

Murphy -Brown, LLC
Grower(s):
Farm Name:
4/3/2009
NUTRIENT UTILIZATION PLAN
Murphy -Brown, LLC
7768
noun : Scotiana
Farm Capacity:
Farrow to Wean 1200
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
X180 days
Irrigation
2822 Hwy 24 West
P.O. Box 856
Warsaw, IVC 28398
RFr.Pi rFn
ML 14 a*
I'M- E4YEi7Eiri'Llk REGlQiVgl OFRCE
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen
Ether 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 RECEIVED / DENR / DWQ
AQUIFKR'Fpr)TFrPnwSFCTION
APR 0 7 7nnq

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, ft3, tons, etc.):
Capacity Type Waste Produced per Animal Total
1200
Farrow to Wean
3212 gaVyr
3,854,400 gaVyr
Farrow to Feeder
4015 gallyr
gaVyr
Farrow to Finish
10585 gal/yr
gaVyr
Wean to Feeder
223 gallyr
gaVyr
Feeder to Finish
986 gallyr
gaVyr
Total 3,854,400 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitrogen Produced per Animal Total
1200
Farrow to Wean
5.4 lbs/yr
6,480 lbs/yr
Farrow to Feeder
6.5 Ibslyr
lbs/yr
Farrow to Finish
26 lbs/yr
lbs/yr
Wean to Feeder
0.48 lbs/yr
lbs/yr
Feeder to Finish
2.3 lbs/yr
lbs/yr
Total 6,480 1 bslyr
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: 86.9
Total N Required 1 st Year: 17565.775
Total N Required 2nd Year: 18124.9
Average Annual Nitrogen Requirement of Crops: 17,845.34
Total Nitrogen Produced by Farm: 6,480.00
Nitrogen Balance for Crops: (11,365.34)
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 describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 8

iReception Area Specifications
Tract Field
Irrigated
Sol)
Type
Ist Crop
Code
Time to
1stCrop
1stCrop LbsN/Ac
Lbs N
Total Ibs N
11
NJ.
_Acreage
OFT5
Totafs.,
86.9
14995.76
2570
17566.78
3{a} of 8

Reception...
.. System
. .
....
.
..
. .
..
..
Totals:
86.9
15534.9
2570
18124.9
3(b) of 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
Lbs N utilized 1 unit yield
A
Barley
1.6 lbs N 1 bushel
B
Hybrid Bermudagrass - Grazed
50 lbs N / ton
C
Hybrid Bermudagrass - Hay
50 lbs N I ton
D
Corn - Grain
1.25 lbs N 1 bushel
E
Corn - Silage
12 lbs N I ton
F
Cotton
0.12 lbs N 1 lbs lint
G
Fescue- Grazed
50 lbs N 1 ton
H
Fescue - Hay
50 lbs N 1 ton
1
Oats
1.3 lbs N 1 bushel
J
Rye
2.4 lbs N 1 bushel
K
Small Grain - Grazed
50 lbs N 1 acre
L
Small Grain - Hay
50 lbs N / acre
M
Grain Sorghum
2.5 lbs N 1 cwt
N
Wheat
2.4 lbs N 1 bushel
O
Soybean
4.0 lbs N I bushel
P
Pine Trees
40 lbs N 1 acre 1 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.

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/yr/animal Farm Total/yr
1200 Farrow to Wean 0.84 1008
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
Feeder to Finish 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 1008 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 5040 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 16 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 40.32 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 soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in 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 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 storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in 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 for establishing application rates and amounts.
6 of 8
Soil
Application Rate
Application Amount
Tract Hydrant
Type
Crop
in/hr _
*inches
3081 1A
WaB
F
0.6
1
1B
WaB
F
0.6
1
2A
WaB
F
0.6
1
2B
WaB
F
0.6
1
3A
WaB
F
0.6
1
3B
WaB
F
0.6
1
4
WaB
B
0.6
1
5
WaB
B
0.6
1
6
WaB
B
0.6
1
7
WaB
B
0.6
1
8
WaB
B
0.6
1
9
WaB
B
0.6
1
10
WaB
B
0.6
1
11
WaB
B
0.6
1
6 of 8

Additional Comments:
In addition to the crops listed on this plan, row crop land may be planted
a winter cover crop.
If the small grain is to be harvested for hay, the rate is 50 tbs. per acre. If it
is to be incorporated in the spring, the rate is 30 lbs. per acre and the PAN _
applied must be subtracted from the summer crop balance. Application window
is Sept -Apr.
The producer may also opt to plant Soybeans in the place of cotton at a
rate of 112 lbs. per acre. Application window is April -Sept.
The bermuda in this plan is a combination of hay & graze rates. At least half
the bermuda will be removed as hay.
7of8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: 7768
Owner: Murphy -Brown, LLC
Manager:
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 nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new 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 pian 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: Murphy -Brown, LLC
Signature:
Name of Manager (if different from owner):
Signature:
Date
Date
Name of Technical Specialist:
Dawn Williamson
Affiliation: _
Murphy -Brown, LLC -
Address:
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone:
[phone]
Signature:
8 of 8
Date

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.
There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving 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).
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.
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).
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 shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy_
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer 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, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
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

%NA
Michael F. Easley. Governor
Q RE����.
William G. Ross Jr., Secretary
CO 7 North Carolina Department of Environment and Natural Resources
3 20
0 Coleen H. Sullins Director
^�FANODivision of Water Quality
L,U•
August 11, 2008
Carroll's Foods Inc
7768
PO Box 759
Rose Hill, NC 28458
Subject: Sludge Compliance Requirement Change
Dear Permittee:
In accordance with Condition 111. 19 of State General Permit AWG 100000, your facility is
required to maintain compliance regarding sludge accumulation in your animal waste treatment
lagoon(s). As you know, the previous compliance limit was to have a minimum of four (4) feet
of treatment depth between the designed stop pump and the average elevation of the top of the
sludge blanket. This requirement was based on NRCS Standard No. 359, which was recently
modified.
As of July 2008, Standard No. 359 does not use the 4 -foot requirement. Sludge compliance is
now to be based on the sludge volume as a percentage of the total treatment volume. The revised
Standard states that sludge accumulation in the permanent treatment zone must be less than 50%
of the planned treatment volume. Also, there must be a minimum of 2.5 feet of liquid above the
sludge at the pump intake location. If either of these conditions is not met then sludge must be
removed or managed in accordance with an approved Plan of Action for Lagoon Sludge
Reduction (POA). A new sludge survey worksheet has been developed to calculate sludge and
treatment volumes to determine compliance.
Our records indicate that you have filed a Sludge POA for one or more of the lagoons at your
facility. Based on the changes to the sludge requirements in Standard No. 359, your lagoon(s)
may already be in compliance without any sludge removal. Using your lagoon design (or as -
built information) and current sludge survey measurements, complete the NEW sludge survey
worksheet. If you have any difficulty in locating or understanding your lagoon design
information, please contact your technical specialist or county Soil & Water office.
cme
Rk Carolina
Nlatura!!y
Aquifer Protection Section 1636 Mail Service Center Raleigh. NC 27699-1636 Telephone: [phone]
Internet: www-ncwater ualitv.o location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal OpportunitylAffimiative Action Employer— 500% Recycled110% Post Consumer Paper

Send both sludge survey worksheets, OLD and NEW, to the address below if you feel that your
lagoon(s) is in compliance and wish to withdraw your POA. Our staff will review the
information and notify you of our decision.
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
If you have any questions about the new sludge requirement, sludge survey worksheet, or any
related matter please feel free to contact the Animal Feeding Operations Unit staff at 919-733-
3221.
Sincerely,
7 -
Keith Larick, Supervisor
Animal Feeding Operations Unit
Enclosures
cc (w/o enclosures): Scotland County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - AWS830017

Murphy -Brown, LLC 5/1/2006
Grower(s):
Farm Name:
NUTRIENT UTILIZATION PLAN
Murphy -Brown
Farm 5768 (') ?G8)
County: Scotland
Farm Capacity:
Farrow to Wean 1200
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 0
Storaae Structure: Anaerobic
Storage Period:
Application Method:
Lagoon
X180 days
Irrigation
2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
F. P,
MAY 0 8 nor -
40
OEM - FAYETiEVILLE NEWONAL OFRfk
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 utifization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate 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 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, ff, tons, etc.):
Capacity Type Waste Produced per Animal Total
1200
Farrow to Wean
3212 galtyr
3,854,400 gal/yr
Farrow to Feeder
4015 galtyr
gal/yr
Farrow to Finish
10585 galtyr
gal/yr
Wean to Feeder
223 galtyr
galtyr
Feeder to Finish
988 gal/yr
gal/yr
Total 3,854,400 galtyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitrogen Produced per Animal Total
1200
Farrow to Wean
5.4 lbs/yr
6,480 lbs/yr
Farrow to Feeder
6.5 lbs/yr
lbs/yr
Farrow to Finish
26 lbs/yr
lbstyr
Wean to Feeder
0.48 lbs/yr
ibstyr
Feeder to Finish
2.3 lbs/yr
lbs/yr
Total 6,480 Ibslyr
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: 131.95
Total N Required 1st Year. 22174.208
Total N Required 2nd Year: 28619.948
Average Annual Nitrogen Requirement of Crops: 25,397.08
Total Nitrogen Produced by Farm: 6,480.00
Nitrogen Balance for Crops: (18,917.08)
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 describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 8

Deception Area Specifications
Tract
Hold
Irrigated
Acraa o
Soil
Type
tat Crop
Coda
Time to
Applv
1st Crop
Yield
1st Crop Las N/Ac
lbs NlUnit Residual
Lbs N
/Ac
Total Itis N 2nd Crop
Utilized Code
Time to
Apply
2nd Crap 2nd Crop Lbs NIAc
Yield lbs N1Unit Residual
Lbs N
!Ac
Total )be N
Utilised
Total
LbsNfAcj
I Total lbs N
Utilized
T3801
1A
5.88
Was
O
June -Sept..
16.0
4
0
72
423,36
0
0
72
423,36
T3801
1B
6.22
Was
0
June -Sept.
18.0
4
0
72
447.64
0
0
72
447.84
T3801
2A
4.44
Was
0
June -Sept.
16.0
4
0
72
319,68
0
0
72
319.68
T3801
.2B
5.18
WaB
0
June -Se .
18.0
4
0
72
372.96
0
0
.72
372.96
T3801
3A
4,15
WaB
0
June -Sept.
18.0
4
0
72
298.8
0
0
72
298.8
T3801
36
5.18
Was
0
June -Sept,
18.0
4
0
72
1 372,96
0
0
72
372.95
T3801
4A
2.92
Was
O
June -Se
18.0
4
0
72
210.24
0
0
72
210,24
T3801
413
4,56
Was
0
June -Sept.
18.0
4
0
72
326,32
0
0
72
328.32
T3801
5
1,93
WaB
D
Varch-Juty
75.0
1.25
0
93.75
180.9375
K
Sept -April
1
50
0
50
96.5
143.75
277.4375
T3801
6
3.99
WaB
D
March -July
75.0
1.25
0
93.75
374.0625
K
Sept -April
1
50
0
50
199.5
143.75
573.5625
T3801
7
3,96
WaB
0
Mafch-july
75.0
1.25
0
93.75
37125
K
Sept-APHI
1
50
0
50
198
143.75
569.25
T3801
a
4,73
WaB
D
March-Ju
75.0
1.25
0
93.75
4414375
K
sapt±pril
1
50
0
50
236.5
143.75
679,9375
T3801
9A
3.54
WaB
B
March -Sept
4.7
50
0
235
831.9
K
Sept -April
1
50
0
50
177
285
1008.9
T3801
98
5,62
WaB
B
March -Sept
4.7
50
0
235
1320.7
K
Sept-Apdl
1
50
0
50
281
285
1601.7
731301
SOA
2.3
WaB
B
March -Sept
4,7
50
0
235
540.5
K
Sept-APHI
1
50
0
50
115
285
655,5
T3801
166
5.18
WaB
B
March -Se
4.7
50
0
235
1217.3
K
Sopt-APHI
1
50
0
50
259
285
1476.3
T3801
11
5.65
WaB
B
March -Sept
4.7
50
0
235
1327,75
K
Sept -April
1
50
0
50
282.5
285
1610.25
T3801
12
5
Was
B
March -Sept
4.7
50
0
235
1175
K
Se -A riI
1
50
0
50
250
285
1425
T3801
13
5.97
WaB
B
March -Sept
4.7
50
0
235
1402.95
K
Sa -
riI
1
50
0
50
298.5
285
1701,45
T3801
14
4,83
WaB
s
MarchSe t
4.7
50
0
235
1135.05
K
Se -A riI
1
50
0
50
241.5
285
1376.55
T3a01
sub
24.23
WaB
O
June -So
18.0
4
0
72
1744.56
0
0
72
1744.56
73801
sub2
1,75
WaB
B
March -Sept 1
4.7
50
0
235
411.25
K
Sa
riI
1
50
0
50
87.5
285
498.75
73841
sub -3A
13.46
WaB
B
MarchS 1
4.7
50
0
235
3163.1
K
Se
dl
1
50
0
50
673
285
3836.1
73801
sub3B
1.28
WaB
B
MarchSe t
4.7
50
0
235
300.8
K
Sept -April
1
50
0
50
64
265
364.8
Tota13:
931.93
18714.71
3459.5
22174.21
3(a) of 8

Reception Area Specifications
Tract
Field
Irrigated
Acreage
Sell
Type
1st Crop
Code
Time to
Apply
1st Crap
Yield
1st Crop Lbs NIAc
lbs NlUnit Residual
Lbs N
!Ac
Total lbs N 2nd Crop
Utilized Cods
Time to
Apply
2nd Crop 2nd Crop Lbs NIAc
Yield lbs N/Unit Residual
Lbs N
!Ac
Total lbs N
Utilized
Total
Lbs NIAc
Total Ibe N
Utilized
T3801
1A
5.88
Was
D
March.tu
75.0
1.25
15
78,75
463.05
N
Sept -April
40
2.40
96
584.48
174.75
1027.53
T3801
1B
6.22
Was
D
March -Ju
75.0
1,25
15
78.75
489.825
N
Sept -April
40
2.4
0
96
597.12
174.75
1086.945
T3801
2A
4.44
Wali
D
MarehJu
75.0
1.25
15
78.75
349.65
N
Sa -A riI
40
2.4
0
96
425.24
174.75
775.89
T3801
2B
5.18
Was
0
MarchJu
75.0
1,25
15
78.75
407.925
N
Se - riI
40
2.4
0
96
497.28
174.75
905.205
T3801
3A
4.15
WaB
0
MarchJul
75.0
1.25
15
78.75
326.8125
N
Se -A riI
40
2.4
0
96
398.4
174,75
725.2125
T3801
3B
5.18
WaB
D
March -Jul
75.0
1.25
15
78.75
407.925
N
Se -A r}l
40
2.4
0
96
497.28
174.75
905.205
T3801
4A
2.92
WaB
D
MarchJu
75.0
1.25
15
78.75
229.95
N
Se -A ril
40
2.4
0
96
280.32
174.75
510.27
T3801
4B
4,56
WaB
D
March -July
75.0
1,25
15
78.75
359.1
N
Sept-ApHl
40
2,4
0 1
96
437.76
174.75
796.86
T3801
5
1.93
WaB
D
March -Sept
75.0
1.25
0
93.75
180.9375
K
Sept-Apdl
1
50
0
50
96,5
143.75
277,4375
T3801
6
3,99
WaB
D
March -Sept
75.0
1,25
0
93.75
374.0625
K
Sept -April
1
50
0
50
199.5
143.75
573.5625
T3801
7
3.96
WaB
D
March -Sept
75.0
1.25
0
93.75
371.25
K
Sept -April
1
50
0
50
196
143.75
569.25
T3801
8
4.73
Wali
D
March -Sept
75.0
1.25
0
93.75
443,4375
K
Sa -A riI
1
50
0
50
236.5
143,75
679.9375
T3801
9A
3.54 1
WaB
B
March -Sept
4,7
50
0
235
831.9
K
Se -A riI
1
50
0
50
177
285
1008.9
T3801
9B
5.62
Was
B
MarohSe t
4,7
50
0
235
1320.7
K
Se riI
1
50
0
50
281
285
1601.7
T3801
10A
2,3
WaB
B
[March -Sept
4.7
50
0
235
540.5
K
Se riI
1
50
0
50
115
1 285
655.5
T3801
108
1 5,16
WaB
B
March -Sept
4.7
50
0
235
1217.3
K
Sept -April
1
50 1
0
50
259
285
1476.3
T3501
11
5.65
WaB
B
March -Sept
4.7
50
0
235
1327.75
K
Se ril
1
50
0
50
282.5
285
1610.25
T3801
12
5
WaB
B
March -Sept
4.7
50
0
235
1175
K
Sept-APHI
1
50
0
50
250
285
1425
T3801
13
5.97
WaB
B
March -Se
4.7
50
0
235
1402.95
K
Sept-Apdl
1
50
0
50
298.5
285
1701,45
T3801
14
4.83
WaB
B
MarchSe 1
4.7
50
0
235
1135.05
K
Sept -April
1
50
0
50
241.5
285
1376.55
T3801
subl
24.23
Was
D
MarchJutv
75.0
1.25
15
78.75
1908.113
N
Se -A riI 1
40
2.4
0
95
2326.08
174,75
4234.193
T3801
sub2
1.75
WaB
B
March -Se t
4.7
50
0
235
411.25
K
Sept -April 1
1
50
0
50
87.5
285
498.75
T3801
sub3
14.73
WaB
B
March -Sept
4.7
50
1 0
235
3461.55
K
$a - riI
1
50
0
50.
736.5
285
4198.05
Totals:
131.94
1913599
9483.96
28619.95
3(b) of 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 pian 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
Lbs N utilized / unit yield
A
Barley
1.6 lbs N / bushel
B
Hybrid Bermudagrass - Grazed
50 lbs N 1 ton
C
Hybrid Bermudagrass - Hay
50 lbs N 1 ton
D
Corn - Grain
1.25 lbs N / bushel
E
Corn - Silage
12 lbs N /ton
F
Cotton
0.'12 lbs N / lbs lint
G
Fescue- Grazed
50 lbs N / ton
H
Fescue - Hay
50 lbs N /ton
I
Oats
1.3 lbs N 1 bushel
J
Rye
2.4 lbs N 1 bushel
K
Small Grain - Grazed
50 lbs N / acre
L
Small Grain - Hay
50 lbs N / acre
M
Grain Sorghum
2.5 Ibs N / cwt
N
Wheat
2.4 lbs N / bushel
O
Soybean
4.0 lbs N 1 bushel
P
Pine Trees
40 lbs N / acre 1 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.
4of8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/ danimal Farm TotaIV/yr
1200 Farrow to Wean
0.64 1008
Farrow to Feeder
1
Farrow to Finish
4.1
Wean to Feeder
0.072
0 Feeder to Finish
0.36 0
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 1008 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 5040 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 16 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 40.32 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 rale should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to property
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 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 storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in 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 for establishing application rates and amounts.
6of8
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
in/hr
'" inches
T3801
1A
WaB
O
0.6
1
T3801
1B
WaB
O
0.6
1
T3801
2A
WaB
O
0.6
1
T3801
2B
WaB
0
0.6
1
T3801
3A
WaB
0
0.6
1
T3801
3B
WaB
O
0.6
1
T3801
4A
WaB
O
0.6
1
T3801
4B
WaB
0
0.6
1
T3801
5
WaB
D
0.6
1
T3801
6
WaB
D
0.6
1
T3801
7
WaB
D
0.6
1
T3801
8
WaB
D
0.6
1
T3801
9A
WaB
B
0.6
1
T3801
9B
WaB
B
0.6
1
T3801
10A
WaB
B
0.6
1
T3801
10B
WaB
B
0.6
1
T3801
11
WaB
B
0.6
1
T3801
12
WaB
B
0.6
1
T3801
13
WaB
B
0.6
1
T3801
14
WaB
B
0.6
1
T3801
subl
WaB
0
0.6
1
T3801
sub2
WaB
B
0.6
1
T3801
sub3A
WaB
B
0.6
1
T3801
sub3B
WaB
B
0.6
1
6of8

Additional Comments:
In addition to the crops listed on this plan, row crop land may be planted
in a winter cover crop. T -
If small grain is to be harvested for hay, the rate is 50 lbs. Per acre. If it
is to be incorporated in the spring, the rate is 30 lbs. Per acre and the PAN
applied must be subtracted from the summer crop balance. Application
wondow is Sept -April.
The bermuda in this plan is a combination of hay and graze. At
least half of the bermuda growth will be romoved as hay.
Acres shown as subfields will be used with aerway application. The pulls
that exist in the subfields are as follows:
sub 1 - pulls 1A-413
sub 2 - pulls 5-8
sub 3 - pulls 9A-14
7 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Farm 5768
Owner: Murphy -Brown
Manager:
Owner/Manager Agreement:
Itwe 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.
11we 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: M
Signature:
Name of Manager (if djfferent frdrri-aWner):
Signature:
Name of Technical Specialist: Kraig Westerbeek
Affiliation: Murphy -Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
T
Signature:
J-/'/'-///066
Date
Date
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 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 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 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).
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.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
I 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 shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer 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.
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

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Murphy -Brown Farm 5768
Address: PO Box 856
Warsaw, NC 28398
Telephone: [phone]
Table 1 - Field Specifications
County: Scotland
Date: 12/9/2005
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Type Slope % Crop(s) (In/hr) (inches) Comments

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3" and 3.7" Travellers ; Nelson 150 guns
Travel Application TRAVEL. LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ft/min) (in/hr.) Width(k) Length(ft) (feet) (Inches) at Gun(psi) at reel(psi) Pattern Comments - Acres per pull
1A
3.61
0.51
242
940
284
1.18
60
100
330
5.88
1 B
3.61
0.51
242
1000
284
1.18
60
100
330
6.22
2A
3.61
0.51
200
838
284
1.18
60
100
330
4.44
28
3.61
0.51
200
1000
284
1.18
60
100
330
5.18
3A
3.61
0.51
200
775
284
1.18
60
100
330
4.15
36
3.61
0.51
200
1000
284
1.18
60
100
330
5.18
4A
4.33
0.69
130
855
284
1.18
60
100
220.
2.92
49
4.33
0.69
170
1000
284
1.18
60
100
220
4.56
5
4.33
0.69
155
362
284
1.18
60
100
220
1.93
6
3.61
0.51
200
639
284
1.18
60
100
330
3.99
7
3.61
0.51
200
631
284
1.18
60
100
330
3.96
8
3.61
0.51
242
635
284
1.18
60
100
330
4.73
9A
3.61
0.51
242
518
284
1.18
60
100
330
3.54
9B
4.33
0.69
216
1000
284
1.18
60
100
220
5.62
10A
3.61
0.51
242
295
284
1.18
60
100
330
2.30
10B
3.61
0.51
200
1000
284
1.18
60
100
330
5.18
11
3.61
0.51
200
1000
284
1.18
60
100
330
5.65
12
3.61
0.51
200
858
284
1.18
60
100
330.
5.00
13
3.61
0.51
242
858
284
1.18
60
100
330
5.97
14
4.33
0.69
225
796
284
1.18
60
100
220
4.83
91.23

Sheet5
IRRIGATION SYSTEM DESIGNER
Name:
Kraig Westerbeek
Company:
Murphy - Brown
Address:
P.O. Box 759 Rose Hill, NC 28458
Rhone:
910-289-2111
Required Documentation
The following details of design and materials must accompany all irrigation designs:
u
S
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.
13. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant tactors 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.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size:
1.18 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
225 gpm
Wetted Diameter:
284 feel *90% of manufacturer's charts
Lane Spacings
0.5 inches
Desired Spacing (%):
70%
Design Spacing(feet):
198.8 `PVC irrigation pipe normally comes in 20' pieces,
180 degree arc =
so round to the nearest multiple of 20.
Actual Spacing (feet):
200 feet
Actual Spacing {%):
70 %
Application Rate
inches
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.42 in/hr
300 degree arc =
0.51 in/hr
220 degree arc =
0.69 in/hr
160 degree arc =
0.84 in/hr
Traveller -Speed
Travel speed = 1.605 x Flowrate
/ Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches
300 degree arc =
3.61 ft/min
220 degree arc =
4.33 fUmin
180 degree arc =
7.22 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:
inches
Velocity=
#DIV/0! ft/sec.
Page 1

Acreage calculations
Pull No.
Width
Length Start
slop
Total Acres
IA
242
940
0.66
0
5.88
1 B
242
1000
0.66
0
6.22
2A
200
838
0.59
0
4.44
2B
200
1000
0.59
0
5.18
3A
200
775
0.59
0
4.15
3B
200
1000
0.59
0
5.18
4A
130
855
0.37
0
2.92
4B
170
1000
0.66
0
4.56
5
155
362
0.37
0.27
1.93
6
200
639
0.59
0.47
3.99
7
200
631
0.59
0.47
3.96
8
242
635
0.66
0.54
4.73
9A
242
518
0.66
0
3.
9B
216
1000
0.66
0
5.62 .•'
10A
242
295
0.66
0
2.30
10B
200
1000
0.59
0
5.18 �.
11
200
1000
0.59
0.47
5.65
12
200
858
0.59
0.47
5.00
13
242
858
0.66
0.54
5.97
14
225
796
0.45
0.27
4.8
91.22

Farm 5768
Scale: 1"=500'
Total Field = 62.32 Ac.
0
n
d
J�
3,9
Hog Houses
7,' G
and
Lagoon v, 6-1
O ^I-/ ` 1
all ` f
Wells w/100' offsets
Q �r
Total Field��� 6.11 Ac. 97 0
a d
r
�ol Total Field = 16.36 Ac.
�4
i QV -
-,�� Total Field = 46.71 Ac.
-07
Y
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Waste Management Plan Changes
RECEIVED
MAY 0 8 2606
I DENR-FAYF OLLEREGONALOFRGE
Facility �3'�t'T 1�-T $3"�7 Farma96,`]5�����6a
This farms Waste Management Plan has made the following changes:
© Crop changes
© Wetted Acres
❑ Increased Acreage
❑ Decreased Acreage
Changed Irrigation Design
❑ Change in Farm type
❑ Plan based on 3 Years On Farm Records
❑ Other
Continents:
S -5 06
Date

Michael F. Easley, Governor
William G_ Ross Jr.. Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
October 1, 2004 RECEIVED
Carroll's Foods Inc
7768 OCT 15 20134
PO Box 759
Rose Hill NC 28458{1EnIR-FAYEnEVi
LLE REGIONAL OFRCE
Subject: Certificate of Coverage No. AWS830017
7768
Swine Waste Collection, Treatment,
Storage and Application System
Scotland County
Dear Carroll's Foods Inc:
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 13, 2003 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to
Carroll's Foods Inc, authorizing the operation of the subject animal waste collection, treatment, storage
and land application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS830017 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 7768, located in Scotland County, with an animal capacity of no greater than an
annual average of 1200 Farrow to Wean swine and the application to land as specified in the facility's
Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or Farrow to Feeder
operation, there may also be one boar for each 15 sows. Where boars are unneccessary, they may be
replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts
for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitoring conditions in this permit.
Aquifer Protection Section — Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] FAX: [phone] Internet: h2o.enr.state. nc.us
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper
Nne
orthCarolina
Naturally

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Duane Leith at [phone].
Sincerely,
� 4/K
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
Scotland County Health Department
Scotland County Soil and Water Conservation District
Permit File AWS830017
APS Central Files

Waste Management Plan Changes
Facility _ g 3— �� caL,2- _ Farm
[OCT 2 9 2003
This farms Waste Management Plan has made the following changes:
E -1 -crop changes
❑ Wetted Acres
❑ Increased Acreage
❑ Decreased Acreage
❑ Changed Irrigation Design
❑ Change in Farm type
❑ Plan based on 3 Years On Farm Records
❑ Other
Continents:
16-27-0 �
Date

Waste Utilization Plan Amendment
7768
10%27/03
This plan amendment allows the option of applying PAN at the hay rate on Bermuda in any
year where cows are not grazed on this farm.
Fields Soil PAN/Acre
411 Wagram 275 lbs.
7:L�—Vv� `
l ��`-'�.� Technical Specialist
Dawn Williamson
ONLEOW

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,
11de
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
Scotland County Health Department
Scotland County Soil and Water Conservation District
Permit File AWS830017
NDPU Files

OF WA7FR Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
j [ Alan W. Klimek, P. E., Director
o -c
Division of Water Quality
May 1, 2003
Carroll's Foods Inc
7768
PO Box 759
Rose Hill NC 28458
Subject: Certificate of Coverage No. AWS830017
7768
Swine Waste Collection, Treatment,
Storage and Application System
Scotland County
Dear Carroll's Foods Inc:
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 AWGI00000. 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 13, 2003 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to
Carroll's Foods Inc, authorizing the operation of the subject animal waste collection, treatment, storage
and land application system in accordance with General Permit AWGI00000. The issuance of this COC
supercedes and terminates your previous COC Number AWS830017 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 7768, located in Scotland County, with an animal capacity of no greater than an
annual average of 1200 Farrow to Wean swine and the application to land as specified in the facility's
Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or Farrow to Feeder
operation, there may also be one boar for each 15 sows. Where boars are unneccessary, they may be
replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts
for every 3 sows
The COC shall be effective from the date of issuance until 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
Iaws, 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. AWA
NiZENNR
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Customer Service Center
An Equal Opportunity Action Employer
Internet httpJ/h2o.enr.state.ne.us/ndpu
Telephone [phone] Fax [phone]
Telephone 1-B77-623-6748
50% recycled/10% postconsumer paper

{' Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Farm 7768
Laurinburg Browns
P.O. Box 1676
Laurinburg, NC 28353
910-276-5637
03-04-2002
This plan has been developed by:
Dawn Williamson
Murphy -Brown, LLC
2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
910-293-3434
'-b W
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
�cZZ2ZL -
Signature (owner) Date
a•
Si tore (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By. �
-� -4-C) Z.
Technical Specialist Signature Date
-------------------------------------------------------------------------------------------------------------------------
475619 Database Version 2.0 Date Printed: 03-04-2002
Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Connnercial Fertilizer is not included in this plan.
S9
Swine Farrowing -Weanling Lagoon Liquid waste generated 3,843,600
gals/year by a 1,200 animal Swine Farrowing -Weanling Lagoon Liquid
operation. This production facility has waste storage capacities of
approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
5935
Incorporated
10192
Injected
11225
Irrigated
6451
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
15,521
9,247,818
-5,404,218
------- ---- --- --- ---------- ------------------ -- ----------- - --- ----- - --- ---- ---
Note: In source ID, S means standard source, U means user defined source.
475619 Database Version 2.0 Date Printed: 03-04-2002 Source Page I of I

Narrative
Pulls lA-3B may be planted in a winter cover crop, if needed for winter pumping.
The nitrogen rate for the cover on these pulls is 75 bs./acre.
The cover crop must be harvested by haying or grazing.
f
-------------- - ---------------------- - -----
475619 Database Version 2.0 Date Printed: 03-04-2002 Narrative Page 1 of 1

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of -
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field
in orderto supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients wi ll likely be over or under applied if animal waste is being
utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be used to
balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the application of animal
waste be limited so as to prevent over application o f pho sp horous when excessive levels of this nutrient are detected in a field.
Waste I JtiIizatinn Tahle
Year 1
Tract
I Field
Source
I.D.
I Soil Series
Total
Acre
Use.
Acres I
Cron
RYE I
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
Res.
Obs/A)
Applic,
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
I N
N
I N
lbs/A
1000
al/A
tons
1000 als
tons
3081
10
S9
Wagram
7.2
7.2
Small Grain Overseed
1.0
Tons
9/1-3/31
50
0
0
Irrig.
50
29.79
0
215.09
0.00
3081
10
S9
Wagram
7.2
7.2
Hybrid Bermudagrass
Pasture
5.5
Tons
3/1-10131
202
0
0
Irrig.
202
120.36
0
868.97
0.00
3081
111
S9
Wagram
6.01
6.0
Small Grain Overseed
1.0
Tons
911-3131
50
0
0
Irrig.
50
29.79
0
178.75
0.00
3081
11
S9
Wagram
6.0
6.0
Hybrid Bermudagrass
Pasture
5.5
Tons
3/1-10131
202
0
0
Irrig.
202
120.36
0
722.14
0.00
3081
]A
S9
Wagram
6.1 1
6.1
Cotton
650.0
Pounds
3115-7131
73
0
0
Irrig.
73
43.50
0
263.58
0.00
3081ffAS
m
5.9
5.9
Cotton
650.0
Pounds
3/15-7131
73
0
0
Irrig.
73
43.50
0
255.75
0.00
3081
5.3
5.3
Cotton
650.0
Pounds
3/15-7131
73
0
0
brig.
73
43.50
0
228.78
0.00
3081m
2
�.8
5.8
Cotton
650.0
Pounds
3115-7131
73
0
0
Irrig.
73
43.50
0
250.10
0.00
3081am
S
6.4
6.4
Cotton
650.0
Pounds
3115-7/3l
73
0
0
irrig,
73
43.50
0
277.50
0.00
3081am
6.0
6.0
Cotton
650.0
Pounds
3/15-7131
73
0
0
Irrig.
73
43.50
0
260.54
0.00
------------------------- •-------.-..-..-
475619 Database Version 2.0
-----------------------------------•--- •------- --- --- ------- -----
Date Printed: 3/4/2002 WUT Page 1

WactP I ItiIi7atinn Tah1P Venr 1
Tract
Field
Source
LD.
Soil Series
Total
Acre
Use.
Acres
CroD
RYE I
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert
Nutrient
Applied
Res.
Obs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
lbs1A
1000
al/A
tons
1000 izals
tons
3081
4
S9
Wagram
5.1
5.1
Small Grain Overseed
L0
Tons
911-3131
50
0
0
Irrig.
50
29.79
0
151.04
0.00
3081
4
S9
Wagram
5.1
5.1
Hybrid Bermudagrass
Pasture
5.5
Tons
3/1-10/31
202
0
0
irrig.
202
120.36
0
610.21
0.00
3081
5
S9
Wagram
5.0
5.0
Small Grain Ovemeed
1.0
Tons
911-3131
50
0
0
Irrig.
50
29.79
0
148.36
0.00
3081
5
S9
Wagtatn
5.0
5.0
Hybrid Bermudagrass
Pasture
5.5
Tons
311-10/31
202
0
0
Irrig.
202
120.35
0
599.37
0.00
3081
6
S9
Wagram
6.8
6.8
Small Grain Overseed
1.0
Tons
911-3/31
50
0
0
brig.
50
29.79
0
201.98
0.00
3081
6
S9
Wagram
6.8
6.8
Hybrid Bermuda8rass
Pasture
5.5
Tons
311-10131
202
0
0
1 Irrig.
202
120.36
0
816.02
0.00
3081
7
S9
Wagram
6.9
6.9
Small Grain Overseed
1.0
Tons
911-3131
50
0
0
brig.
50
29.79
0
204.67
0.00
3081
7
S9
Wagram
6.9
6.9
Hybrid Bermudagrass
Pasture
5.5
Tons
311-10131
202
0
0
brig.
202
120.36
0
826.85
0.00
3081
8
S9
Wagram
7.2
7.2
Small Grain Overseed
1.0
Tons
9/1-3131
50
0
0
Irrig.
50
29.79
01
215.09
0.00
3081
8
S9
Wagram
7.2
7.2
Hybrid Bermudagrass
Pasture
5.5
Tons
311-10131
202
0
0
Irrig.
202
12036
0
868.97
0.00
3081
9
S9
Wagram
7.2
7.2
Small Grain Overseed
1.0
Tons
911-3131
50
0
0
IrriQ.
50
29.79
0
215.09
0.00
3081
9
S9
Wagram
7.2
7.2
Hybrid Bermudagrass
Pasture
5.5
Tons
3/1-10/31
202
0
0
Irrig.
202
120.36
0
868.97
0.00
Total Produced- 1000 vallons
I RAI CIA
-1 40A 11
0.00
Balance. tons
D.00
Notes: I. In the tract column, svmbol - means leased. otherwise, owned.
2. Symbol *means user entered data.
------------------------------------ ----------------------------------------------------- •- ---------- --- ..
475619 Database Version 2.0 Date Printed: 3/4/2002 WUT Paste 2

The Irrigation Application Factors for each field in this plan are shown in the following table.
Infiltration rate varies with soils. If applying waste nutrients through an irrigation system, you must
apply at a rate that will not result in runoff. This table provides the maximum application rate per hour
that may be applied to each field selected to receive wastewater. It also lists the maximum application
amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/how)
Application Amount
(inches)
3081
10
Wagram
0.60
0.72
3081
11
Wagram
0.60
0.72
3081
lA
Wagram
0.60
0.72
3081
IB
Wagram
0.60
0.72
3081
2A
Wagram
0.60
0.72
3081
2B
Wagram
0.60
0.72
3081
3A
Wagram
0.60
0.72
3081
3B
Wagram
0.60
0.72
3081
4
Wagram
0.60
0.72
3081
5
Wagram
0.60
0.72
3081
6
Wagram
0.60
0.72
3081
7
Wagram
0.60
0.72
3081
L3081
8
Wagram
0.60
0.72
9
Wagram
0.60
0.72
-------------------------------------------------------------------------------------------------------------------
475619 Database Version 2.0 Date Printed: 03-04-2002
IAF Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA -N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Farrowing -Weanling Lagoon Sludge - Standard
Com 120 bu
150
13.16
35.56 71.12
106.67
1
by 6 ton R.Y.E.
300
26.32
17.78 35.56
53.34
Soybean 40 bu
160
14.04
33.34 66.67
100.01
--------------•--------------------------------------------------------------- ----------------------------------------------------------------------------------------------------
475619 Database Version 2.0 Date Printed: 03-04-2002 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Stora2eCaDacitv
Source Name Swine Farrowin-Weanli.n Lagoon Liquid
Design Storage Capacity (Days)
Start Date 9/1
180
Plan Year Month
Available Storage Capacity (Days)
1
1
28
1
2
73
1
3
173
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
178
1
11
148
1
12
117
* Available Storage Capacity is calculated as of the end of each month.
--------------------------------- ----------------------------------------------------------------------------------
475619 Database Version 2.0 Date Printed: 03-04-2002 Capacity Page l of l

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
( data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to 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 by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
------------------------- --------------------- --- ---------------- -------------------
475619 Database Version 2.0 Date Printed: 03-04-2002 SPecification Pae 1 of 4

I 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 soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
----------------------------- ----------------------------------------------------------------------.
475619 Database Version 2.0 Date Printed: 03-04-2002 Specification Page 2 of 4

15. Animal waste shall not be discharged into surface waters, drainageways,
E or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
-----------------------------------------------------------------------------------------------------------------------------------------------------
475619 Database Version 2.0 Date Printed: 03-04-2002 Specification Page 3 of 4

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
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a
minimum of five years.
23. Dead animals will be disposed of in a manner that meets North Carolina
( k regulations.
------------------------------------------------------------------------------------------------------------- --------
475619 Database Version 2.0 Date Printed: 03-04-2002 Specification Pae 4 of 4

I

North Carolina
Department of Environment and Natural Resources
Nater Pollution Control System Operator Certification Commission
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Coleen H. Sullins, Chairman
February 21, 2001
Carroll's Foods Inc
PO Drawer 856
Warsaw NC 28398
SUBJECT: Designation of Operator in Charge
Farm Name: 7768
Facility ID #: 83-17
County: Scotland
Dear CarrolI's Foods:
e%Now�
NCDENR
'a EfVED
MAR 2 7 2oor
FAYE T'EVILLE
REG. OFFICE
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study Commission on Agricultural
Waste, was enacted by the 1996 North Carolina General Assembly. This legislation requires owner of a certified
operator for each animal waste management system that serves 250 or more swine, 100 or more confined cattle,
75 or more horses, 1,000 or more sheep, or 30,000 or more confined poultry with a liquid waste management
system.
Our records indicate that the operator designated as the Operator In Charge (01C) for your animal waste
management system is no longer certified. Therefore, you must designate a properly certified animal waste
management system operator as the OIC for your facility. The enclosed designation form must be returned to this
office by April 1, 2001. This office maintains a list of certified operators in your area if you need assistance in
locating a certified operator.
Failure to designate a properly certified Operator in Charge for your facility is a violation of N.C.G.S. 90A-47.2
and 15A NCAC 8F.0201 (a) and may result in the initiation of enforcement action. Please be advised that nothing
in this letter should be taken as resolving you of the responsibility and liability for any past or future violations for
your failure to have a properly certified Operator in Charge designated for your animal waste management system.
If you have questions concerning this matter, or if this office can be of further assistance, please call Beth
Buffington at [phone], extension 313.
Sincerely,
Dwight Lancaster, Supervisor
Technical Assistance and Certification Unit
Enclosure
cc: TAC Files
Non -Discharge Compliance/Enforcement Unit
Fayetteville Regional Office
Central Files
1618 Flail Service Center, Raleigh, North Carolina 27699-1618
Phone: 919 — 733-0026 1 FAX: 919 -- 733-1338
AN EQUAL OPPORTUN rrY 1 AFFIRMATrVE ACTION EMPLOYER -50% RECYCLED 110% POST CONSUMER PAPER

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
i
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Don Butler
7768
PO Drawer 856
Warsaw NC 2S398
Dear Don Butler:
NORTH CAROLINA DEPARTMENT OE
ENVIRONMENT AND NATURAL RESOURCES
October 26, 1998
F?Ecgzi
ICI 2 % 1998
REG EVILL+ir
Subject: Certificate of CoveragFFJ�rAWS830017
7768
Swine Waste Collection, Treatment,
Storage and Application System
Scotland County
In accordance with your application received on June 9, 1998, we are forwarding this Certificate
of Coverage (COC) issued to Carroll's Foods Inc, authorizing the operation of the subject animal waste
collection, treatment, storage and land application system in accordance with General Penuit
AWG100000_ This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the 7768 Farm, located in Scotland County, tivith an animal
capacity of no greater than 1200 Farrow to Wean and the application to land as specified in the Certified
Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWNtP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting, and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals_
Please be advised that any violation of the terms and conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS
143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
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
A.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled] 10% post -consumer paper

Certificate of Coverage AWS830017
7768
Page 2
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]. 1f you need additional information concerning this
COC or the General Pennit, please contact J R Joshi at (919) 7' ) 3-5 083 ext. 363.
Sincerely,
r
A. Preston Howara, ir., r.i:�.
cc: (Certificate of'Coverage only for all cc's)
Scotland County Health Department
Fayetteville Regional Office, Water Quality Section
Scotland County Soil and Water Conservation District
Permit File -Central Files
Permit File-NDPU

co
State of North Carolina Y7
Department of Environment and Natural Resources FS /
Division of Water Quality AAW
Non-Discharge Permit Application Form
(THIS FORM MA Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
` General Permit - Existing Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1.1 Facility Name: 7768
1.2 Print Land Owner's name: Carroll's Foods Inc
1.3 Mailing address: PO Drawer 856
City, State: Warsaw NC Zip: 28398
Telephone Number (include area code): 910-293-3434
1.4 County where facility is located: Scotland
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): From LaurinbEg take 74 Bus. West and go out of
town and pass Hwy 79 (on left) and proceed on 74 Bus. for about 0.5 mile and turn Rt. on SR 1303 and go over railroad
crossin and go over the crossroad and the farm entrance is 0.5 mile on the right.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Carroll's Foods Inc
1.8 Date Facility Originally Began Operation: 01/01/69
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 83 (county number); i7 (facility number).
2.2 Operation Descnp ton: Swine operation
F w to Wean
1200- Certified Design Capacity
Is the above information correct? =yes; j—`j no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum num er Tor which the waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
Wean to Feeder Layer Dairy
Feeder to Finish Non -Layer Beef
Farrow to Wean (# sow) Turkey
Farrow to Feeder (# sow)
Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 5128198 Page 1 of 4 83-17

Y
3.
r
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system). 68 ; Required Acreage (as Iisted in the AWMP): 47.6
2.4 Number qagoo storage ponds (circle which is applicable):
2.5 Are subsurface drains present within 100' of any of the application fields? YES or NN (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or � (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
cg?or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? 7 -q �} �44-0 f)`
What was the date that this facility's land application areas were sited? 3 - Gj - S
REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general Iocation map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3. 10 A site schematic.
3.3. i 1 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5128198 Page 2 of 4 93-17

-11
Facility Number: 83 - 17
Facility Name: 7768
4. APPLICANT'S CERTIFICATION:
V,
(Land Owner's name listed in question 1.2), attest that
this application for Wx (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
packagea returned to me as inco fete.
Signature Date -
5. MANAGER'S CERTIFICATION: (co plete only if different fro6 the Land Owner)
I,
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5128198 Page 3 of 4 83-17

10
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COPY
JUN 91998
Non-Divharge PammiW;,g
SWINE FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
FOR
1) () b8
CARROLL'S FARM #7368- 'b0�
1200 Sow Farrow -To -Wean
March 19, 1997
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
MRCS, DEM, and all other State and Local Regulations
to the best of my knowledge and belief.
�"' ''�,
PSH CAR
M. Floyd Adar4.KCAL -z-V Date
License leo. 1127 � 92273
r

CARROLL'S FOODS, INC.
P. 0. Drawer 856
WARSAW, NORTH CAROLINA 28348
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
Farm CARROLL'S FARM # 7368
Name or Number
1200 SOW FARROW -TO -WEAN
Farm Description
Location
SCOTLAND COUNTY
Company Farm `X
Contract Grower _ _

SWINE FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
CARROLL'S FARM #7368
1200 Sow Farrow -To -Wean
TABLE OF CONTENTS
Lagoon Design Check List
Emergency Action Plan
Summary of Planned Activities
Waste Management Facility Site Evaluation
Soil Investigation
Construction Information - Main
Lagoon Design - Main
Hazard Classification Data Sheet for Dams - Main
Operation and Maintenance Plan - Main
Construction Specifications for Lagoons - Main
Seeding Specifications - Main
Typical Cross -Section of Lagoon - Main
Volume Calculations - Main
Construction Information - Isolation
Lagoon Design - Isolation
Hazard Classification Data Sheet for Dams - Isolation
Operation and Maintenance Plan - Isolation
Construction Specifications for Lagoons - Isolation
Seeding Specifications - Isolation
Typical Cross -Section of Lagoon - Isolation
Volume Calculations - Isolation
Waste Utilization Plan
Waste Management Odor Control Checklist
Insect Control Checklist
Mortality Management Methods
Maps
A. Pian for Lagoon
B. Topo Map
C. Flood Plain Map
D. ASCS Map

CHECKED BY:
DATE: 3 I ►919_ __
LAGOON DESIGN CHECK LIST
4g 1. Copy of 026 and maps if clearing involved.
2_ Dam safety -
ILA a. Dike over 15 feet to down stream slope and over 14 acre feet storage to top of
dike.
Adequacy of storage volumes -
a. designed volume exceeds needs
b. stop pumping volume exceeds treatment volume
C. 25 year storm volume exceeds volume at start pumping
d. actual volume pumped exceeds required volume to be pumped
e. all temporary storage stored above seasonal high watertable
f. sludge volume included
g, minimum 6 feet treatment volume depth
4. Operation & Maintenance Plan (sheet) -
a. begin and end pump -out elevations
5. Location sketch -
a. distances to nearest residence
✓ b. road numbers
✓
C. north arrow
6. Hazard Classification Sheet (NC -ENG -34) -
/ ✓ a. distance to nearest stream in event of dike failure
b. distance to nearest public road in event of failure
% ✓ c_ topo map showing lagoon location and information to support a&b
7_ Waste Utilization Plan
a. show all tracts & field numbers, field acreage, crops
b. signatures of producer & person preparing plan
C. agreement sheet signed by adjoining landowner if needed - showing tract
numbers, field numbers, acres, etc.
d. ASCS traps of fields to be used for effluent disposal
e. soil survey sheets showing all fields
f. check suitability of soils for crops planned
_ g. include attachment "B" on sampling procedure
_✓ h. waste plan is inc uded but prepared by other qualified specialist - this plan is not
part of the engineer's review
1
3
Adequacy of storage volumes -
a. designed volume exceeds needs
b. stop pumping volume exceeds treatment volume
C. 25 year storm volume exceeds volume at start pumping
d. actual volume pumped exceeds required volume to be pumped
e. all temporary storage stored above seasonal high watertable
f. sludge volume included
g, minimum 6 feet treatment volume depth
4. Operation & Maintenance Plan (sheet) -
a. begin and end pump -out elevations
5. Location sketch -
a. distances to nearest residence
✓ b. road numbers
✓
C. north arrow
6. Hazard Classification Sheet (NC -ENG -34) -
/ ✓ a. distance to nearest stream in event of dike failure
b. distance to nearest public road in event of failure
% ✓ c_ topo map showing lagoon location and information to support a&b
7_ Waste Utilization Plan
a. show all tracts & field numbers, field acreage, crops
b. signatures of producer & person preparing plan
C. agreement sheet signed by adjoining landowner if needed - showing tract
numbers, field numbers, acres, etc.
d. ASCS traps of fields to be used for effluent disposal
e. soil survey sheets showing all fields
f. check suitability of soils for crops planned
_ g. include attachment "B" on sampling procedure
_✓ h. waste plan is inc uded but prepared by other qualified specialist - this plan is not
part of the engineer's review
1

M MA
L(�6aori
8_ Soil Investigation Sheet (SCS -ENG -538)
✓ a. are sufficient borings made for size and condition of lagoon
_✓ b. borings 2.0' below designed bottom of lagoon
C. location & elevation of borings in relation to grid survey
✓ d. seasonal high watertable
✓ 9. Seeding specifications included (lagoon dike and other exposed areas around buildings)
10. Construction Specifications (sheet included)
/ a. need for cut-off trench addressed
b. need for sealing or lining with impervious material addressed and anticipated
locations of such area identified
C. protection of liner during initial filling and near flush pipes addressed
11. Grid Sheet (original or ledgable copy)
a. gridded area large enough to include embankment slopes and surface water
diversions
b. location & dimensions of lagoon & buildings shown (lagoon inside top
measurements shown and lagoon corners identified by grid stations)
C. surface water removal (pipes, outlets, etc) shown
d. soil borings location. show
e. TBM location & elevation shown
f. existing utilities located (if applicable)
g. emergency spillway shown (if applicable)
12. Typical cross-section included
a. dike elevation & top width shown
b. lagoon bottom elevation shown
C. side slopes shown
d. effluent outlet pipe invert elevation shown
e. effluent outlet pipe shown to discharge below water surface
e. building pads - elevation & grade shown
f. cut-off trench shown - if required
g. liner shown - if required
13. Volume Computations
a. excavation
b. dike fill
C. pad fill
14. Summary Sheet
_.% a. design requirements �a�•�^`�~
b. excavation volume
C. fill volumes
✓ d. cut -fill ratio
,vO, 15. Location of subsurface drainage (if present)
PA

.� 16. Presence of utilities addressed
r
17. Observation of cultural resources statement included
✓ 18. Operation is outside of jurisdictional limits of municipalities
91

{
EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ o- 4
EMERGENCY MANAGEMENT SYSTEM
SWCD 910 -Z7 -7-Z433 _
MRCS Sia- ?77.24jZ- -
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action iterns you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates fdr the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c_ Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D: Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all floes in the house, flush systems, or solid separators.
December 18, 1996

e. Repair all leaks prior to restarting pumps. -�
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage,
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office; Phone - - After hours, emergency number: 919-733-3942.
Your phone call should include: your name, facility, telephone number, the details
of the incident from item 2 above, the exact location of the facility, the location or
direction of movement of the spill, weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b- if spill leaves property or enters surface waters, call local EMS Phone number -
c. instruct EMS to contact local Health Depamnent.
d. Contact CES, phone number - - , local SWCD office phone number
and local NRCS office for adviceltechnical assistance phone number - -
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off-site
damage_
a. Contractors Name:_
b. Contractors Address:
c. Contractors Phone:
2 December 18, 1996

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

4SUMMARY OF PLANNED ACTIVITIES ON FARM 7358
THIS IS AN ESISTING FARM WHICH HAS BEEN OPERATING AS A FARROW TO
FEEDER OPERATION WITH TWO FINISHING HOUSES. THIS TYPE OPERATION
IS REFERRED TO AS A FARROW TO HALF FINISH, THIS PARTICULAR
FACILITY BEING A 900 HEAD FARROW TO HALF FINISH.
WE PLAN TO UPGRADE THIS FARM AND CONVERT IT TO A 1270 SOW FARROW
TO WEAN OPERATION. THIS UPGRADE WILL INVOLVE THE DEMOLITION OF
SEVERAL EXISTING STRUCTURES AND THE CONSTRUCTION OF TWO NEW BARNS
AND TWO NEW WASTE TREATMENT LAGOONS. A PART OF THE OVERALL
UPGRADE STRATEGY IS A CLOSURE PLAN FOR ALL EXISTING LAGOONS ON
THE FARM.
THE TOTAL VOLUME OF WASTE GENERATED ON THE FARM WILL BE LESS
AFTER THE CONVERSION THAN BEFORE. IN OTHER WORDS , THE PROPOSED
CHANGES ON THIS FARM DO NOT CONSTITUTE AN EXPANSION RATHER THEY
WILL BE AN UPGRADE AND MODERNIZATION WHICH WILL ENHANCE BOTH
PRODUCTION EFFICIENCY AND ENVIRONMENTAL SAFEGUARDS. THE WASTE
MANAGEMENT PLAN WHICH HAS HISTORICALLY BEEN UTILUIZED ON THE
FARM WILL BE CONTINUED.
EXISTING OVERHEAD POWER LINES WILL BE RELOCATED AS NEEDED AROUND
NEW STRUCTURES.

SOIL INVESTIGATION TO DETERMINE SUITABILITY OF LAGOON SITE
kro%ver'sNa'meA RRc�t _� me Sn , TN<< _ _ County
Date :' State
SKETCH OF PROPOSED LAGOON SHOWING WHERE BORINGS WERE JVMDE
SES -vn•'° mkp
VAS 0 8 f rz ) 46
Foq LarN-vja,4s
zi
c )
t�ca�.s.� L
yaa'd
U
q1,
AG=43pG
Depth
q3.j
Boring Number
Ft.
3-S
2
z+4:9
4
8 C-3
6
ifs -7
8
9
10
s S
sI
0-1
1 37 r'
SC
1-2
C LS'
(42•4)
5l�!
4Z.c1
2-3
SC
IsmC
3-4
s C
5
3
43
s�.
4-5
S-6
SM
S
6-7
<.m
x -51"
Snt
7-8
-=,� �an
- r 17'S
8-9
wj Cd 1A
5c ..
%J
<
c
S c
c o,,.
9-10
M sa.d
51,
Sc
10-111
11-12
r12-13
* SHWI' (Seasonal
High Water Table)
Signature &Title /
Date L -z 7

n- Natural
—1 United States
(i �j Department of Resources
Agriculture Conservation
Service
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORIMATION
NAME r C{
?a. Q—WRr ELL7o
_kilarsaw, NC Za348
TELEPHONE 910 - 79 3 - L 434r
LOCATION DATA
LOCATION
SR � 303
SIZE OPERATION C RAG A3 CM To IZN SQ W
i=AV=W -Ta AC=Arj
NC -CPA -17
REV. 1. 2-96
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER ?j/A- Fr_ G�=SxAcz rAIRm F74" ak14n
DISTANCE FROM NEAREST PUBLIC FACILITY (school, dwrch, etc.) � RJ A Fr.
IS SITE WITHIN 100 -YEAR FLOOD PLAIN?
If yes, MRCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "SLUE LINE" PERENNIAL STREAM?
If no, site must be relocated
IS SITE V= -HN 1 MILE ZONING JURISDICTION OF A MUNICIPALITY?
If yes, landowner should consult with load zoning board about required
permits. Permits must be obtained prior to design approval.
ARE 1TTIIdTE1:S IN CONSTRUCTION AREA?
If yes, see Part 503 of the National Engineering Manual and follow policy.
(Copies of maps or other reference materials may be attached to site
YES _ NO
YES ✓ NO
YES _ NO
YES _✓ NO
�awer�:�e5
WETLANDS
wu.L SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND? YES _ NO
If yes, producer must complete Form MRCS -CPA -38 (Request for Certified
Wetland Detetmination/Delineation�
WILL ACTION RESULT IN SWAMPBUSTING? YES _ NO
IF WETLANDS ARE INVOLVED, Cr IS THE RESPONSIBILITY OF THE PRODUCER TO CONTACT THE US ARMY CORP OF
ENGINEERS AND THE DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF PERMITS ARE REQUIRED.
IF WETLANDS ARE INVOLVED, THE PRODUCER SHOULD NOT CLEAR ANY LAND UNTIL A WETLAND DELINEATION
IS MADE.
MRCS will provide technical assistance in wetlands only under the following conditions. For natural wetland
inclusions less than one acre in size, NRCS will provide assistance only if the functions and values lost are fully
mitigated. For natural wetlands greater than one acre in size, MRCS will provide assistance only after a
rigorous sequencing process to include avoidance, minimization of impacts, and compensatory mitigation is
carried out in that order of preference_
ODOR CONTROL r
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER:
• PREDOMINANT WIND DIRECTION? YES ✓ NO
• PRECHARGING LAGOON W CIH FRESH WATER TO AT LEAST I!2 YES ✓ NO
OF THE CAPACITY?
• USING GOOD SOUND JUDGMENT IN LAND APPLICATION YES ✓ NO
OF WASTE? T

J
NC -CPA -17
REV. 1, 2-96
Page 2
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? YES _ 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 YES NO —
OPERATTNG UNIT?
WILL THE ACTION RESULT IN SODBUSTING? YES _ NO _✓
If the answer to any of the above is yes, NIZCS will not provide technical
assistance unless agency_pgficy is followed.
WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY ALL WASTE YES _✓ NO _
INCLUDING SLUDGE, ALTHOUGH SLUDGE MAY ONLY BE APPLIED INFREQUENTLY?
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES — NO —
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON LAND YES _ NO _
ON WHICH TO APPLY WASTE7
(Attach Waste Utilization Plan to site evaluation.)
SOIL INVE4PIGATION - VALID ONLY IF SOI. INVESTIGATION
SHEET ATTACHED,
IS SOIL SUITABLE FOR LAGOON? YES NO —
IS A LINER REQUIRED? YES ✓ NO
TYPE OF LINER TO BE USED: CLAY '� BENTONITE SYNTHETIC
IF CLAY I24ER IS TO BE USED, IS SUITABLE CLAY AVAILABLE ON YES NO —
SITET
IF CLAY IS NOT AVAILABLE ON SITE, DOES LANDOWNER HAVE YES NO
ACCESS TO CLAY? — —
IS A CORE TRENCH REQUIRED? YES_ NO ✓ (u5C L�SA(51c)
(Attach soil investigation sheet to site evaluation.)
IS SUBSURFACE DRAIN TILE PRESENT? YES NO
(If yes, file must be removed or plugged)
SITE APPROVED YES NO CONDITIONAL
COMMEN-TS
THIS SITE INVESTIGATION IS VALID FOR TWELVEMONTHS FROM THE DATE SHOWN BELOW. IF CONSTRUCTION
HAS NOT BEEN STARTED WITHIN TWELVE MONTHS, A NEW SITE INVESTIGATION WILL BE REQUIRED. I�
SIGNATURE - DATE -11$j?7
!'Changes in the local or state law or changes in the standard could require a new site investigation.

TYPES OF MATERIAL ENCOUNTERED IN BORING
UNIFIED CLASSIFICATION
Weil graded gravels; gravel, sand mix Sc Clayey sands; sand -clay mixtures
Poorly graded gavels ML Silts; silty, very sands; sandy or clayey silt
Silty gravels; gravel -sand -gilt mix CL Clays of low to medium plasticity
Clayey gravels; gravel -sand -clay mix CH Inorganic clays of high plasticity
Well graded sands; sand -gravel mix MH Elastic silts
Poorly graded sands OL Organic silts and silty clays, low plasticity
Silty Sands OH Organic clays, medium to high plasticity
Suitable material for liner is available yes ✓
Remarks:
LiN�R Q,�Qua..>Zctj_ �`-�1L�lECZ�L CSN SSit
. Explain hazards requiring special attention in design (seepage, spring, rock, etc.)
No
_ General Remarks: The soil borings for this investigation represent only that particular confined area If during
construction, different materials are encountered, necessary modifications will be made in design_ At the time of certifi-
cation, the waste treatment lagoon must meet all NRCS standards and specifications including liners, side slopes,
compaction, capacity and other requirements.
Boring Number
11 112 113 114 115 116 117 118 119 120

CARROLUS FOODS, INC.
P. O. Drawer 856
WARSAW, NORTH CAROLINA 28398
IMPORTANT INFORMATION
ABOUT LAGOON_ CONSTRUCTION
LISTED BELOW IS A BRIEF SUMMARY OF VOLUMES AND OTHER
DATA: (SEE CONTENTS OF PLAN FOR MORE INFORMATION
Maw �-OQ4
EXCAVATION 24587--- cubic yards
FILL (pad & dike) 5135---- cubic yards
TOP SOIL (minimum 311 thick) 300--- cubic yards
CLAY LINER (represents a complete liner) 6615--- 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 an 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 NRCS Conservationist regarding mulching)

LAGOON DESIGN
rORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 88800.0 cubic feet
OTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
Inside top width (feet) ----------------------
Top of dike elevation (feet) -----------------
Bottom of lagoon elevation (feet) ------------
Freeboard (feet) -----------------------------
Emergency spillway depth of flow(feet)-------
Side slopes (inside lagoon) -7 ----------------
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
3.0 3.0 3.0 3.0 326.0
AREA OF TOP
LENGTH * WIDTH =
326.0 294.0
AREA OF BOTTOM
LENGTH * WIDTH =
250.6 218.6
AREA OF MIDSECTION
LENGTH * WIDTH * 4
332.0
300.0
48.07
34.50
1.00
0.00
3.0 : 1
WIDTH DEPTH
294.0 12.57
95844 (AREA OF TOP)
54772 (AREA OF BOTTOM)
288.3 256.3 295543 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) .+ AREA BOTTOMU * DEPTH/6
95844 295543 54772 2.10
Total Designed Volume Available = 934703 CU. FT.
11
Dr:.Farm 168 County: SCOTLAND
Date:
02/20/97
a Site evaluation been completed & approved:
YES
ERAGE 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 ( f inishing only) x 135
lbs. =
0
lbs
00 sows (farrow to wean) x 433
lbs. -
519600
lbs
0 head (wean to feeder) x 30
lbs. =
0
lbs
Describe other :
0
lbs
Total Average Live Weig -
519600
lbs
:NIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 348132 cubic ft (includes
0 cu. ft.
add. treat. vol.)
rORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 88800.0 cubic feet
OTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
Inside top width (feet) ----------------------
Top of dike elevation (feet) -----------------
Bottom of lagoon elevation (feet) ------------
Freeboard (feet) -----------------------------
Emergency spillway depth of flow(feet)-------
Side slopes (inside lagoon) -7 ----------------
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
3.0 3.0 3.0 3.0 326.0
AREA OF TOP
LENGTH * WIDTH =
326.0 294.0
AREA OF BOTTOM
LENGTH * WIDTH =
250.6 218.6
AREA OF MIDSECTION
LENGTH * WIDTH * 4
332.0
300.0
48.07
34.50
1.00
0.00
3.0 : 1
WIDTH DEPTH
294.0 12.57
95844 (AREA OF TOP)
54772 (AREA OF BOTTOM)
288.3 256.3 295543 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) .+ AREA BOTTOMU * DEPTH/6
95844 295543 54772 2.10
Total Designed Volume Available = 934703 CU. FT.
11

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
332.0 300.0 0.0
99600.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 99600.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 519600 lbs. ALW/135 lbs. ALW * 1.37 gal/day. 180 days
Volume = 949136 gals. or 126889.8 cubic feet
Volume of excess water
Volume = 3483.6 gallons/day *
Volume = 83828.8 cubic feet
180 days storage/7.48 gallons
per CF
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 12.7 inches
180 days rainfall = 21.0 inches
Volume = 21.0 in * DA / 12 in. per ft. = 174300 cubic feet runoff
Volume = 12.7 in * lagoon DA/12 in./ft = 105410 cubic feet evap.
Volume = 68890 cubic feet
K

Volume of 25 year 24 hour storm 7.0 in.
Volume of "Heavy Rain" 7.0 in.
Volume = 14.0 inches / 12 inches per foot * DA
Volume = 116200 cubic feet
Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 126890 cubic feet
5B. 83829 cubic feet
5G. 68890 cubic feet
5D. 116200 cubic feet
5E. 0 cubic feet
TOTAL 395809 cubic feet
SUMMARY
Temporary storage period=====------=-----=_> 180
Rainfall during wettest period of storage===> 21.0
Evaporation during storage period=======_===> 12.7
25 year - 24 hour rainfall= ---------- --------> 7.0
Heavy rain======= _- _______-____- --_> 7.0
Freeboard==----- ---___---_--_---__ => 1.00
Side slopes= -------------- ----=> 3.0
Inside top length= _______________==--___> 332.0
Inside top width===
==_-_ --_— ---> 300.0
Emergency spillway elevation(if planned)= -> 47.07
Top of dike elevation____ ------------ =======> 48.07
Bottom of lagoon elevation========__=- ===> 34.50
Top of sludge elevation=====-=------= -=> 36.06
Total required volume====== ====_-__ —=> .832741
Actual design volume=================== --===> 934703
Seasonal high watertable elevation (SHWT)===> 42.40
Stop pumping elev.- _-__--_-_ =__-_- - _=> 42.40
Must be > or = to the SHWT elev.==------_=> 42.40
Must be > or = to min. req. treatment el.=> 40.50
Min. Required treatment volume=====_=_---==> 348132
Volume at stop pumping elevation======= -_=> 437540
Start pumping elev.================__ —=�--==> 45.70
Must be at bottom of F.B. & 25 yr. rainfall & heavy
Act. vol. less 25 yr. and heavy rainfall===> 818503
Volume at start pumping elevation=====__-===> 806857
Required volume to be pump ed=======_== _—_=> 279609
Actual volume planned to be pumped==========> 280403
Min. thickness of soil liner when required==> 1.8
DESIGNED BY: Qt -
days
inches
inches
inches
inches
feet
1
feet
f eet
f eet
feet
f eet
f eet
cu. ft.
cu. ft.
feet
feet
feet
f eet
cu. ft.
cu. ft.
feet
rain
cu. ft.
cu. ft.
cu. ft.
cu. ft.
f eet
APPROVED BY: /if a ,
DATE: Z/�Z,( [ 97 DATE: 40Si97

Volume of
Volume of
Volume
Volume
L tKeR VoLUMeS
FARm *= 6 6
25 year 24 hour storm
"Heavy Rain" 7.0 in.
14.0 inches / 12
124299 cubic feet
Additional volume as follows:
7.0 in.
inches per foot * DA
TOTAL REQUIRED TEMPORARY STORAGE
5A. 126890 cubic feet
5B. 83829 cubic feet
5C. 73692 cubic feet
5D. 124299 cubic feet
5E. 0 cubic feet
TOTAL 408710 cubic feet
(SUMMARY
Temporary storage period====____ __________>
180
days
Rainfall during wettest period of storage===>
21.0
inches
Evaporation during storage period= =--______>
12.7
inches
25 year - 24 hour rainfall=---�----___--___>
7.0
inches
Heavyrain====_____=-- =_ -_ =--= ____-__>
7.0
inches
Freeboard=== == ___ __= _---________________>
1.00
feet
Side slopes=====_____= --_= -__— — -___>
3.0
1
Inside top length=====-_=-----_-------=>
342.8
feet
Inside top width=====____ --==__- ====--==>
310.8
feet
Emergency spillway elevation(if planned)====>
47.07
feet
Top of dike elevation== ------_~---- _____>
48.07
feet
Bottom of lagoon elevation==--- =--=-------->
32.70
feet
Top of sludge elevation=-=--_-- _--=_>
36.06
feet
Total required volume--_==------
845642
cu. ft.
Actual design volume===== _-------___-__>
1113319
cu. ft.
Seasonal high watertable elevation (SHWT)===>
42.40
feet
Stop pumping elev.==-=_--_---= ----- _--- __>
42.40
feet
Must be > or = to the SHWT elev. =----_____>
42.40
feet
Must be > or = to min. req. treatment el.=>
38.70
feet
Min. Required treatment volume=== ___--__>
348132
cu. ft.
Volume at stop pumping elevation---~-=_=__>
474290
cu. ft.
Start pumping elev.====== ---- _==___->
45.70
feet
Must be at bottom of F.B. & 25 yr. rainfall
& heavy
rain
Act. vol. less 25 yr. and heavy rainfall====>
989020
cu. ft.
Volume at start pumping elevation=====______>
976261
cu. ft.
Required volume to be pumped======___ =____->
284410
cu. €t.
Actual volume planned to be pumped=----_=___>
301593
cu. ft.
Min. thickness of soil liner when required==>
2.1
feet
DESIGNED BY:Q f APPROVED BY:
DATE: '7 2( 197 DATE:
)6-31" VoL • W( UAM = 1) f13, 319 �+
or,516a 1%L. w(o Lwa2 ; 934)
[`78�61L_ 6&15 cu- fas
z-�
-
l300x • z5 x ,'C5 27
*
*

. HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner Carroll's Foods, Inc., Farm #68 Main Lagoon County Scotland
Estimated Depth of Water to Top of Dam +5' Ft. Length of Flood Pool 400 Ft.
Date of Field Hazard Investigation 1127197
Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden
dam failure.
Describe potential for loss of life and damage to existing or probable future downstream improvements
for a sudden breach. A sudden failure of the structure will not endanger life nor cause significant
damage to buildings, agricultural land or public roadways. The structure is gporoximately 400 feet from
a tributary leading to Gum Swamp Creek and approximately 1.900 feet from SR 1303.
Hazard Classification of Dam (A, B, C) (see NEM -Part 520.21)
NRCS Dam Classification (I, 11, 111, IV, V) IV
By J4: IJ244J A� a2�ti� Date -� Lgz
M. Floyd Adams, P.E.
Est. Elev.
Est. Elev.
Kind of :Improvements'
of Breach
Reach
Length
Width Slope Land Use
Improvements Above
Floodwater Above
Flood Plain
Flood Plain
Ft.
Ft. % Farmland
None ±30
NIA
1
400
200 1-2%
2
3
L
'.
Describe potential for loss of life and damage to existing or probable future downstream improvements
for a sudden breach. A sudden failure of the structure will not endanger life nor cause significant
damage to buildings, agricultural land or public roadways. The structure is gporoximately 400 feet from
a tributary leading to Gum Swamp Creek and approximately 1.900 feet from SR 1303.
Hazard Classification of Dam (A, B, C) (see NEM -Part 520.21)
NRCS Dam Classification (I, 11, 111, IV, V) IV
By J4: IJ244J A� a2�ti� Date -� Lgz
M. Floyd Adams, P.E.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------ MaiN-L AGoon1-------------
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 yr - 24 hr storm for the location and a
heavy rain factor. 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 heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, .but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
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. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume 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 45.70 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 42.40 . This temporary
storage less 25 yr and heavy rain contains 280403 cubic feet or
2097414 gallons.

SHEET 2 OF 2
The.recommended maximum amount to apply per irrigation and
ecommended maximum application rate is shown in the waste utilization
lan. Refer to the waste utilization plan for further details.
.Keep vegetation on the embankment and areas adjacent to the
agoon mowed annually. Vegetation should be fertilized as needed
o maintain a vigorous stand.
Repair any eroded areas or areas damaged by rodents and
:stablish in vegetation.
. Repair areas of the embankment that settle below the design settled
,eight or areas where cracking, sloughing, or "jug" holes develop.
Repair waste inlet pipes that develop cracks or separate at the
oints.
�. Remove undesirable vegetative growth and floating or lodged debris.
.0. All surface runoff is to be diverted from the lagoon to stable
►utlets when not included as part of the design temporary storage.
.1. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. if sludge has encroached into the
:reatment volume, the sludge will be removed and applied at agronomic
.,ates based on analysis of the sludge. Treatment volume must have
t minimum of 4 feet of depth free of sludge at all times.
.2. in December 19921 the Environmental Management Commission (EMC)
Ln North Carolina revised water quality regulations that address
tnimal operations. These rules became effective on February 1,
L993 (15A NCAC 2H .0200). This animal operation shall be operated
dthin the requirements of these rules and regulations.
L3. Pipes that are used for recycling effluent to use as flush water
ind irrigation intakes must be placed 18 inches below the surface and
is far from the inlet discharge pipes as possible in order to provide
i cleaner effluent for flushing and to reduce odors when irrigating on
Land. When these pipes are placed through the embankment, they should
:)e installed no more than two feet below top of embankment and not in
:he highest section of fill. The pipe trench shall be compacted with
:layey material or other material as approved by an engineer.

MAIN LAGoo"4 SHEET 1 OF 3
• 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 equipment shall travel in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot"
or taming roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use 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 1.8 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, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a NRCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 3
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
irr 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
durinq 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 unless otherwise specified. 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 an 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 th e 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 specified, the contractor shall construct. an observation trench
along the entire length of the embankment to w minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations

SHEET 3 OF 3
i the side slopes shall be 1: 1 or f latter. When tile drains are
*ountered, the tile shall be removed to a minimum of 15 feet beyond
t downstream embankment toe as measured perpendicular to the
)ankment. If a tile line exists above the embankment it shall be
.-outed around the lagoon in an approved location. Backfilling
I compaction -in the trench shall be in accordance with the EXCAVATION
) KARTHFILL PLACEMENT requirements.
1
.TOM AND EDGES
-------------
t bottom of all lagoons shall be approximately level. The side
)pes shall be uniform from top to bottom. Scarify the bottom and
le slopes of the lagoon a minimum depth of six inches and compact
:h a "sheepsfoot" or tamping roller to decrease the permeability
the finished bottom and side slopes.
LLITY ASSURANCE
---------------
-ing construction of the earth embankment, a qualified inspector
designated by the designer must be on site during construction
necessary to verify proper construction. Testing will be required
deemed necessary by the inspector and/or designer.
-ing construction of a clay liner, a qualified construction
;pector as designated by the designer must be on site during con-
.uction as necessary to verify the liner is installed in accordance
:h NRCS South National Technical Center (SNTC) Technical Note
5 (Revised September 1993). In the absence of supervision of
istruction by a qualified inspector, the liner must be tested to
:,ify a maximum hydraulic conductivity of 0.000001.25 cm1sec.
�n testing is required, the owner will be responsible for furnish -
test results and certification that the construction meets
design requirements. Any tests and certification should be
--formed by a certified laboratory.

MA.V,4 1-:a-Ga-mr-A
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
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
20.0 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.

Swine Confinement
Building
Flnlshed Floor Elev,
Top Pad Elay, MO.
bingie zaage Lagoon - rit muui idi yu uuwyl 1
S -c 0 4 County, NC
L LA & o Q tj - L t N t— w
Total Design Storage Elev. 3L
Invert Outlet Pipe Elev. Lte.")o
Stop Pump Elev. L4�, 4
Bottom Elev. :� L4,6 j)
8" Pipe
Invert Eldv. Support post
Na' Wtal 'Ground.,,
0
L�a FT. -DESIGN MIN. CLAY LINER THICKNESS
areas of unsuitable malerlal encountered during p6ns1ruction
of lagoon slopes end bottom will be excavated below grade (for
the min1mum clay liner ltilckness), backfilled (w1lh approved soil
maleflal) & compacted (to clay liner constructlon.sp
it) design) .... �see soils Investigation
`077'..
ft% CV�k*GG t3ELGw Stiff obre
LQWC-L
la"6)ft.
Settled Top Dam Elev. g. o)
Add 5% Settlement
Constructed Top Dam
(P
Core
coil Trench
\V Remove overburden material and
establish embankmenUcore on firm
soil malerlal....see soils Investigation
R. Hodon. NRGS (2JQ5)

ME
19
Contour plot of
Existing
Project; CARROLLS FARM #68
Drawingt FARM 068 RETROFIT
Numberl
Locationt
Bid Data:
E"Gineart
Owner:
lEatimator: I
IPrepared bW: using 5itowark I
45

a
E
: CARROLLS FARM 468: FARM #68 RETROFIT: Proposed
.07
.07
5. Re
20 FES 97 2:6L PM

65.09
66.98
46.90
40.00
35.00
and
......... .. ....... ........ ............. ........ . .......... .................. ...... .... ..................................................... — ........ ......................... ....... .............. .........
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
............................ ..................... ........ -"" ........ ........ * .................................. ............... * .......... * ....... , ................. ..................
30. 00 '
(564-74,783.26)
CARROLLS FARM #68: FARM #BS RETROFIT
20 FEB 97 2:si Pm

C
Plot of all data for the surface:
Proposed
Projmct: CARROLLS FARM 068
Drawing: FARM 068 RETROFIT
Number:
Location:
Bid cots:
Engineer:
Owner:
Eatimatort
Proporad bUt using Sitswork
97
.01
5.29

70
Plot of the contour dots for the surface:
Proposed
Project: CARROLLS FARM #68
Drawing: FARM 068 RETROFIT
Number:
Location:
Bid Data!
Engineer:
Owner:
Estimatort
Prepared bW: using Sitswork
.07

4 -
t
Plot of the sloping lines for the surface:
Proposed
ProjaQt: CARROLLS FARM #68
Drawing: FARM #68 RETROFIT
Number:
Location:
Bid Data:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitawork
.07
.87
Z-20

orientation: -46.9 Z Mounification: L8.9
60.00
46.0
40.0
Lower Lsft
.......... ...... ................ ..................
...........
3D Mash Surface
Proposed
Projact: CARROLLS FARM #68
Drawing: ' FARM #68 RETROFIT
Number:
Location!
Bid Date:
Enginsort
Owner;
estimatorl
Prepared bU: using 51tawork
Inclinationi 2A.0
3D Mush Surface

Proposed
Existing
Tight Volumes
Cut: 24587.81
Fill: 3950.00
Difference: 20637.81
All volumes are in cubic yards.
41 .
Expansion (%)
0.00
30.00
Net Export:
Expanded Volumes
24587.81
5135.00
19452.81
Grid cell size: 7.02 by 7.01
Original scale: 100.00ft/in
Project: CARROLLS FARM #68
Drawing: FARM #68 RETROFIT
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

66.0
50.0
46,8
48.0
35.0
30.0
Lower Left
30 Mash Surface
Proposed
Project: CARROLLS FARM #68
Drawing: ' FARM 056 RETROFIT
Number:
Location:
Bid Oats:
Enginvurt
Owner:
Estimator:
Prepared bUl using Sitswork
3D Mash Surface

�
.^-
'' ' ^ `^.``^`..```
`````^' '``````
Lower Left
30 Mush Surface
Proposed
Draw ing.1 ' FARM #619 RETROFIT
Bid Oats:
Prepared bU: using Sitswork
�
` .
30 Mash Surface

54.
62.
sa.
.......
. .........
4e. 00
......
46. Oe
.......
44. 001""""''
42. 0 8<'
Lower Loft
3D Mash Surface
Existing
Project: CARROLLS FARM #68
Drawing: FARM V6B RETROFIT
Number:
Location:
Bid Datai
Engineer:
Owners
Estimator:
Prepared by: using Sitawork
30 Mash Surface

41 ..
a
Plot of all data for the surface:
Existing
Project: CARROLLS FARM 066
Drawing: FARM #68 RETROFIT
Number:
Location:
Bid Data:
Engineer:
Owner.'
Estimator:
pared bU:. using Sitawork
1.60
i. ae
.E8
�.20

A ,
Plot of oil data for the surface:
Propound
Project: CARROLLS FARM #68
Drawing: FARM #66 RETROFIT
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitowark
0.97
60.97

4k .
Plot of all date for the surface:
Propound
Projmct: CARROLLS FARM *66
Drawing: FARM 068 RETROFIT
NumbEr:
Location:
Bid Onto:
engineer:
Owner$
Estimatorl
Prepared bW: using Sitswork
SioG4

P-%AP,v\&- *� 6�3 - -TSDLUkTt�OK LjAG,06tA
IMPORTANT INFORMATION
ABOUT LAGOON CONSTRUCTION
LISTED BELOW IS A BRIEF SUMMARY OF VOLUMES AND OTHER
DATA: (SEE CONTENTS OF PLAN FOR MORE INFORMATION)
EXCAVATION
1706---
cubic
yards
FILL (pad & dike)
621 ---
cubic
yards
TOP SOIL (minimum 311 thick)
97---
cubic
yards
CLAY LINER (represents a complete liner)
594---
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 an 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 NRCS Conservationist regarding mulching)

LAGOON DESIGN
D erator FARM #68 ISOLATIOA County: SCOTLAND
R
Has the site evaluation been completed
&
approved:
1. AVERAGE LIVE WEIGHT (ALW)
9776
(AREA OF TOP)
AREA OF BOTTOM
0 sows (farrow to finish)
x
1417
lbs
0 sows (firrow to feeder)
x
522
lbs
0 head (finishing only)
x
135
lbs
0 sows (farrow to wean)
x
433
lbs
0 head (wean to feeder)
x
30
lbs
Describe other :-
1496 1.67
Total Designed
Volume Available 50360 CU. FT.
Date:
YES
Total Average Live Weight
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
04/15/97
0 lbs
0 lbs
0 lbs
0 lbs
0 lbs
16800 lbs
16800 lbs
volume = 16800 cubic ft (include 0 cu. ft. add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
volume = 4250.4 cubic feet
1. TOTAL DESIGNED VOLUME
inside top length (feet) --------------------
inside top width (feet) ---------------------
Top of dike elevation (feet) ----------------
Bottom of lagoon elevation (feet) -----------
Freeboard (feet) ----------------------------
Emergency spillway depth of flow(feet) ------
side slopes (inside lagoon) -----------------
Total design volume using prismoidal formula
SS/E2M SS/3ND SS/SIDR SS/SIDE LENGTH
3.0 3.0 3.0 3.o 94.0
100.0
110.0
48.25
37.25
1.00
0.00
3.0 - I
WIDTH DEPTH
104.0 10.00
AREA OF TOP
LENGTH * WIDTH
94.0 104.0
9776
(AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH
34.0 44.0
1496
(AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
64.0 74.0
18944
(AREA OF MIDSECTION 4)
CU. FT. [AREA TOP
+ (4*ARKA 14IDSECTION) + AREA BOTTOM] DEPTH/6
9776
18944
1496 1.67
Total Designed
Volume Available 50360 CU. FT.

S. TEMORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width ) + Surface area of connecting waste facility
100.0 110.0 0.0
11000.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area
TOTAL DA 11000.0 square feet
Design temporary storage period to be 180 days.
SA. Volume of waste produced
Feces urine production in gal./day per 135 lb. ALW 1.37
volume 16800 lbs. ALW/135 lbs. ALW` * 1.37 gal/da 180 days
volume 30688 gals. or 4102.7 cubic feet
5B. Volum of excess water
volume = 112.6 gallons/day 180 days storage/7.48 gallons
per CF
Volume = 2710.4 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest am unt.
180 days evaporation 12.7 inches
180 days rainfall 21-0 inches
volume = 21.0 in * DA 12 in. per ft. = 19250 cubic feet runoff
Volume = 12.7 in * lagoon DA/12 in./ft = 11642 cubic feet evap.
volume = 7608 cubic feet

5D. Volume of 25 year 24 hour stor 7. 0 in.
Volume of QHeavy Rain 7.0 in.
Volume � 14.0 inches / 12 inches per foot * DA
Volume = 12833 cubic feet
SE. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A'.
4103
cubic
f eet
5B.
2710
cubic
f eet
5C.
7608
cubic
f eet
5D.
12833
cubic
f eet
5E.
0
cubic
f eet
TOTAL
27255
cubic
f eet
6. SUMMARY
Temporary storage period===================>
180
days
Rainfall during wettest period of storage==>
21.0
inches
Evaporation during storage period====�=====>
12.7
inches
25 year - 24 hour rainfall=================>
7.0
inches
Heavy
7.0
inches
1.00
feet
Side
3.0
: 1
inside top
100.0
feet
Inside top
110.0
feet
Emergency spillway elevation(if planned)===>
47.25
feet
Top of dike elevation======================>
48.25
feet
Bottom of lagoon elevation=================>
37.25
feet
Top of sludge elevation====================>
39.40
feet
Total required
48305
cu. ft.
Actual design
50360
cu. ft.
Seasonal high watertable elevation (SHWT)==>
43.70
feet
Stop pumping
43.70
feet
Must be > or = to the SHWT elay.=========>
43.70
feet
Must be > or = to min. req. treatment al.>
43.25
feet
Min. Required treatment volume=============>
16800
cu. ft.
Volume at stop pumping elevation===========>
18187
cu. ft.
Start pumping
45.80
feet
Must be at bottom of F.B. & 25 yr. rainfall
heavy
rain
Act. vol. less 25 yr. and heavy rainfall===>
37527
cu. ft.
Volume at start pumping elevation==========>
37397
cu. ft.
Required volume to be pu ad===============>
14421
cu. ft.
Actual volume planned to be pumped=========>
14793
cu. ft.
Min. thickness of soil liner when requirad=>
1.5
feet
7. DESIGNED BY: AQN
DATE: 3-3�a-z
APPROVED BY: —:��
9.t
DATE: 4P

!.!3
lume of 25 year 24 hour storm.
lume of "Heavy Rain" 7.0 in.
Volume = 14.0 inches / 12
Volume = 15133 cubic feet
ditional volume as follows:
-7. 0 in.
inches per foot * DA
TOTAL REQUIRED TEMPORARY STORAGE
5A.
4103
cubic
f eet
5B.
2710
cubic
f eet
5C.
8972
cubic
f eet
5D.
15133
cubic
f eet
5E.
0
cubic
feet
TOTAL
30918
cubic
feet
MARY
Temporary storage period====================>
180
days
Rainfall during wettest period of storage===>
21.0
inches
Evaporation during storage period===========>
12.7
inches
25 year - 24 hour rainfall==================>
7.0
inches
Heavy
7.0
inches
Freeboard=========================--=--======-->
1.00
feet
Side slopes===--===========-----
3.0
: I
Inside top length==================--====�-==>
109.0
feet
Inside top width=============
119.0
feet
'Emergency spillway elevation(if planned)====>
47.25
feet
Top of dike elevation============�=====---=--=>
48.25
feet
Bottom of lagoon elevation===----==--==>
35.75
feet
Top of sludge elevation====-
39.40
feet
Total required volume========= --------
51968
cu. ft.
Actual design volume== -------- _=======>
66401
cu. ft.
Seasonal high watertable elevation (SHWT)=�->
43.70
feet
Stop pumping elev.===========_
43.48
feet
Must be > or = to the SHWT elev.==­====­>
43.70
feet
Must be > or = to min. req. treatment el.=>
41.75
feet
Min. Required treatment volume====�­=======>
16800
cu. ft.
Volume at stop pumping elevation==========->
21928
cu. ft.
Start pumping
45.60
feet
Must be at bottom of F.B. & 25 yr. rainfall
& heavy
rain
Act. vol. less 25 yr. and heavy rainfall====>
51268
cu. ft.
Volume at start pumping elevation===========>
48907
cu. ft.
Required volume to be pumped================>
15785
cu. ft.
Actual volume planned to be pumped==========>
17818
cu. ft.
Min. thickness of soil liner when required==>
1.7
feet
3IGNED BY: APPROVED BY:
DATE:
�CL. V1( L-1 $457- -= A-0 k C,&-
04-1 c4,
f- 7
S54 -u-,, _�5_
DATE D
Z7

. HAZARD CLASSIFICATION DATA SHEET FOR DAMS
fandowner Carroll's Foods, Inc., Farm #68 Isolation Lagoon County Scotland
Estimated Depth of Water to Top of Dam +4 Ft. Length of Flood Pool 100 Ft.
Date of Field Hazard Investigation 1/27197
Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden
dam failure.
Describe potential for loss of life and damage to existing or probable future downstream improvements
for a sudden breach. A sudden failure of the structure will not end=er life nor cause significant
damage to buildings, agricultural land, or public roadwAys. The structure is approximately 200 feet from
a tribgtM leading to Gum Swamp Creek and approximately 1700 feet from SR 1303.
Hazard Classification of Dam (A, B, C) (see NEM -Part 520.21) A
NRCS Dam Classification (1, 11, 111, IV, V)
By - lq 1V,4j Date 41j:�jo -7
M, Floyd Adanis. P. E.
Est. Elev.
Est. Elev.
Kind of Jmprovements:
of Breach
Reach
Ungth
Width
Slope Land Use Improvements Above Floodwater Above
Flood Plain
Flood Plain
Ft.
Ft.
% Familand None +30
N/A
1
100
100
1
2
3
Describe potential for loss of life and damage to existing or probable future downstream improvements
for a sudden breach. A sudden failure of the structure will not end=er life nor cause significant
damage to buildings, agricultural land, or public roadwAys. The structure is approximately 200 feet from
a tribgtM leading to Gum Swamp Creek and approximately 1700 feet from SR 1303.
Hazard Classification of Dam (A, B, C) (see NEM -Part 520.21) A
NRCS Dam Classification (1, 11, 111, IV, V)
By - lq 1V,4j Date 41j:�jo -7
M, Floyd Adanis. P. E.

1 50;Z& NT vt�N "Nc.(Sq-4 SHEET 1 OF 2
OPERATION AND NAINTERANCE 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 y -r - 24 hr storm for the location and a
heavy rain factor. 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 heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always he available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to ma k the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
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. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume 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 45.80 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 43.70 . This temporary
storage less 25 yr and heavy rain contains 14793 cubic feet or
110651 gallons.

SHEET 2 OF 2
4. The recommended maxinxim amount to apply per irrigation and
recommended maximil application rate is shown in the waste utilization
plan. Refer to the waste utilization plan for further details.
5. Keep vegetation on the e=ban)=ent and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized an needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. if sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (XMC)
in North Carolina revised water quality regulations that address
ani -al operations. These rules becam effective on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
an far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. when these pipes are placed through the embankment, they should
be installed no more than two f eet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.

1 S Q L A..T !-t r� L_ P\ C 0 0 C.� SHEET 1 OF 3
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 equipment shall travel in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfbot"
or tamping roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use 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 1.5 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, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a NRCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 3
Sail 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
durinq 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 unless otherwise specified. 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
shown on a typical cross section in
cutoff trench shall be determined by
materials.
V'EGETATION:
-----------
under the embankment area when
the plans. The final depth of the
observation of the foundation
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 specified, the contractor shall construct an observation trench
along the entire length of the embankment to a -minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations

SHEET 3 OF 3
and the side slopes shall be 1:1 or flatter. When tile drains are
encountered, the tile shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a tile line exists above the embankment it shall be
rerouted around the lagoon in an approved location. Backfilling
and compaction in the trench shall be in accordance with the EXCAVATION
AND EARTHFILL PLACEMENT requirements.
BOTTOM AND EDGES
---------------
The bottom of all lagoons shall be approximately level. The side
slopes shall be uniform from tol? to bottom. Scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping roller to decrease the permeability
of the finished bottom and side slopes.
QUALITY ASSURANCE
During construction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
as necessary to verify proper construction. Testing will be required
as deemed necessary by the inspector and/or designer.
During construction of a clay liner, a qualified construction
inspector as designated by the designer must be on site during con-
struction as necessary to verify the liner is installed in accordance
dith NRCS South National Technical Center (SNTC) Technical Note
716 (Revised September 1993). In the absence of supervision of
=onstruction by a qualified inspector, the liner must be tested to
verify a maximum hydraulic conductivity of 0.000001.25 cm/sec.
qhen testing is required, the owner will be responsible for furnish-
Lng test results and certification that the construction meets
:he design requirements. Any tests and certification should be
.Derformed by a certified laboratory.

-lsQLA;Tm3r4 up.GOOC4
SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 0.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS-JACRE
(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. fPENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
4.0 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:
500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS-JACRE)
1.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
50.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
AT -I 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 14ULCH 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.

Swine Confinement
Building
Finished Floor Elov.
Top Pad Elev, Sump
8" Pipe
Invert Elev. 11 b -a
k
�_cQj_[dud _ _.. County, NC
Total Design Storage Elev.
Invert Outlet Pipe Elev. yr.,
Stop Pump Elev. q -a, -76
Bottom Elev. .3),,
.,S5- I
Z. L
Support post
r- I - - -
Settled I op Darn
Add 5% Settleme
Constructed Top I
T
NaWtal:G 6
round-,
(P
[�'S; FT. -DESIGN MIN. CLAY LINER �THICKNESS . ......
Co
re
ateas of unsuitable inaledal encounlered during
)�nslrucllon Trench
of lagoon slopes and bottom will be excaveled below grade'(for
lhe mininIUM Clay liner (hickness). backfilled (with approved soil
mate flal) & compacted ((o clay liner construction P
��flcatlrq .. .1 . Remove overburden malerial and
\V
in design) ..... sea soils Investigation
eslablish embankment/core on firm
soil material....see soils Invesilgaiion
A. Hodon, NRCS 12195)

Fill.. 477.93
Difference: 1228.78
All volumes are in cubic yards.
4 i.
30.00
Net Export:
Grid cell size: 5.96 by 6.01
Original scale: 100.00ft/in
Project: CARROLLS FARM #68
Drawing: ISOLATION LAGOON
Number:
Location:
Bid Date:
Engineer;
Owner:
Estimator:
Prepared by: using Sitework
621.31
1085.40

r.1
D&Wiight
Plot of all data for the surface:
Proposed
Project: CARROLLS FARM 868
Drawing: ISOLATION LAGOON
Number:
Location:
Bid oats:
Engineer:
Owner:
Estimator:
Prepared bU: using 5itawork
20

46.00 1 ..............
46.00 1--r....
44. 80 J.- -'..
42. 00 f ...... .... .
Propound
36-88 ' I
(3e8.81,87i.20) <137.60> (462.69,766.86)
CARROLLS FARM #68: ISOLATION LAGOON e4 MAR 97 09:08 All

CONSERVATION APPLICATION
AND AGREEMENT
Scotland
Joe4veen
Soil and Water Conservation District, Scotland — County
'JeNair Fams
Laurinburg
(OWNER OR OPERATOR) (ADDRESSJ (AGREEMENT (-CREsl
mum!BER)
I request help frona iny Soil and Water Conservation District in developing a soil and water conservation plan
for my land, such plan to meet the requirements of any watershed activities. I intend to use my land within its
capabilities and treat it according to its needs, and will cooperate in making the land use adjustments and in
applying and maintaining.the conservation practices that I plan. I will use any materials furnished by the District
as indicated in my conservation plan.
We, the Supervisors of the District, will furnish technical assistance, materials and supplies as available to
help plan, apply, and maintain the needed soil and water conservation measures.
It is mutually agreed that (1) Neither the District, its representatives, nor the owner or operator will be
liable for any damage to the other's property or personal injury resulting from the planning or carrying out of the
soil and water conservation plan, unless such damages are caused by negligence or misconduct. (2) This agreement
will remain in effect until teminated by change of ownership or operator or by either party giving sixty (60) days
written notice to the other.
BY
7�z
(OWNLIR OR OPERATOR) (DATE]
(SUPERVISOR)
SOIL AND WATER CONSERVATION DISTRICT
(DATE)
FORM 321 STATE SOIL & WATER CONSERVATION COMMITTEE
ISSUED 3-72 P. 0. 9OX 276e7. RALEIGH. NORTH CAROLINA 27511
-0

I— A- �
c/o Al Lane
Box 1549
AGRONOMIC DIVISION
Laurinburg, H. C. 28362..
North Carolina Department of Agriculture
Scotlaiiid
Raleigh, North Carolina 27611
Paqe 2
DATE:
REPORT NUMBER:
February 2a, 1986
734
"THE TARNEEL STATE'
ILJguid
Volume Liouid Yolume
PERCENTAGE EXPRESSED O"QVM*WjP=
BASIS
PARTS PER MILLION EXPRESSED BASIS
N
P
K
Ca
Mg
S
re
Mn
Zn
Cu
B0
Mo
LAB SAMPLE1
NUMBER NUMBER
CROP
Nitrogen
Phosphorous
Potassium
Calcium
Magnesium
Sulfur
Iron
Manganese
Zinc
Copper
Boron
Molybdenum
1120-86
Lagoon
.013
.002
.007
.004
.001
8.6
1.0
2.4
.4
Upper
McCall)
1.11S.
OF ELVENT/1010
GAL.
1.08
.17
.58
.33
.08
.07
.01
..02
.003
P205
K20
1.39
1.70
1
1 1
1
1
1
1
SUFFICIENCY CODE: D - Deficient
L - Lovy
S Sufficient
H Hiuh E Excess
Recommendations:
Q—
C. Ray Campbell
AGRONOMIST
I— A- �

U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SLHVICE
RECORD OF COOPERATOR'S DECISIONS
AND PROGRESS IN APPLICATION
-)OPERATOR MrN �j
ASSISTED BY B. I . Cook
DATE 3- LI -86
FIELD
NUMBER
PLANNED
APPLIED
LAND USE AND TREATMENT
MONTH
AMOUNT
YEAR
AMOUNT
AND
YEAR
Waste Management Systems
3
79
86
After taking a field trip to Clinton with
Farm Manager Al Lane and Tew Fulton, a roll -re,
system that will hook up to hydrants in the fi,
was selected. Dr. Sneed and Jim Barker of NCS1
met with Al and I on 11-18-85 and decided that
a 70 hp, electric motor pump would be needed.
This would give us 160 psi at. the sprayer and
that they would need to install 200 psi pipe
in using a buried hydrant system.
This roll -reel system will be pumping
ag-waste out of a 6.9 acre waste storage pond.
This size pond was built in April, 1985 withou-
a SCS design. However, available capacity
exceeds volume of manure generated. The reaso-,
for such a large waste storage pond is that
cNairs had earlier hauled in fill material an�
uilt a small dike. McNairs decided that it - -
ould be cheaper to use the land as is and spe,.
s little money as possible for a waste-. storagi
ond and put the money toward a irrigation
I ystem. Thus, very little money was spent on
I haping and smoothing out a storage pond, so w,
ave a 6.9 acre pond averaging 4 ft. in depth.
cNairs did dig out a solid seperator pit in
front of the huge storage pond. This will all
for the solids to fall out, the liquids rise a -
flow out a pipe into the waste storage pond,
solids free so that the pump will not get
clogged up. The pit can be cleaned out easily
as needed. Due to the pit system, the concent
tion is very weak compared to the other system
at the McArn Bay Farm.
The buried pipe system will be laid out
by SCS. Hydrants will be placed every 300 ft,
due to the 150 ft spraying capacity.
.-SCS-1-1 U.. I.-

WC -CONS -4
2-71
U. S. OEP ^ ATMENT OF AGRICULTUAt
SOIL CONGL'14VA rION 3LUVICE
RECORD OF COOPERATOR'S DECISIONS
AND PROGRESS IN APPLICATION
�DOPERATOR
ASSISTED BY
DATE
concentration unan tne average. TniS IS alle LC
the solids -pit.
PLANNED
APPLIED
FIELD
NUMBER
LAND USE AND TREATMENT
MONTH
AMOUNT
YEAR
AMOUNT
AND
YEAR
Continued 02
The present operation has 800 sows living
in the 2 houses for breeding purposes. The
steady live weight is 400 pounds each. The
gallons of fresh water manure per day is 400 lb
X 1.4 gal perday / 140 = 4gpd per sow. The
4aate water is 2 gpd per sow. Therefore, the
Lotal water per day is 4 + 2 = 6 gpd per- sow.
300 X 6 gpd = 4800 gpd . Thus, 4800 gpd X 365
iays per year X 1 cu. ft. per7.5 gal = 233,600
Z33,600 cubic feet of storage is needed for was
lainfall data - Precipiatation is 48 incheslyr.
Ivaporation is 42 inches/yr. Thus 48 - 42 = 6
5 inches = .5 ft.
5 yr- 24 hour rain is 6.6 inches
5.6 inches = .5.5 ft.
rhus, .5 + .55 = 1.05 ft
Pool = 6.9 Ac.
.9 Acres X 43,560 ft per ac X 1.05 ft
300,564 cubic feet
Waste + Rainfall = 233,600 + 33,600 = 534,200
3torage in pond needed is 534,200 cubic feet
kctual storage is 640,420 + cubic feet.
Please note that the waste management plan is i
lirect line with the conservation plan. Areas
:oastal berruda grass will be added to both pla
if expansion dictates so.
800 sows X10.9 lb/N/yr = 8720 lbs of Nitrogen
70% available X 8720 = 6104 lbs of N
.033 Ac -in /head X 800 sows = 26.4 Ac -in
5104 lbs of N X 6.05 tons per year= 39,676 lbs
39,676 11;.s. N = 198 acres of corn
200 lbs. N for corn
owever, the plant analysis reportfrom the NC
gronomic Divilsion sho-wed a actual weaker
concentration unan tne average. TniS IS alle LC
the solids -pit.

U.S. OEP^RT#ACNT OF AGRIrVE.TURE
SOIL CONOL14VATION 3L:P4V1CL
RECORD OF COOPERATOR'S DECISIONS
AND PROGRESS IN APPLICATION
_,,DOPERATOR
ASSISTED BY
DATE -
"iccoraing LO L-ne Luca %�Ujue-z,)-ecEl-on Z_ - %J1
Engineering Interpretations, a sprinkler
PLANNED
APPLIED
FIELD
NUMBER
LAND USE AND TREATMENT
MONTH
AMOUNT
YEAR
AMOUNT
AND
YEAR
Continued # 3
The actual concentration of this particula
ystem is .013 N, .002 P and .007 K. There are
7,000 gallons of water per acre per inch. The
ximum irrigation rate is .35 in/hr. Thus
7,000 X 0.35 = 9450 gallons per hour
The conversion calculation of N, P and Kis
..08, .39 and .70 respectively. Therefore,
.08 lbs N X 9.45 = 10.2 lbs of N
39 lbs P X 9.45 = 3.7 lbs of P
70 lbs K X 9.45 = 6.6 The of K.
.herefore the acreage in field # 3 will be
;ufficient to.handle the amount of waste produc
-he irrigation from this system will supplement
:he fertilizer needed to produce a crop.
.he critical spraying time for corn is 15 days
rior to and 15 days after silking.
Irrigation can be done as needed throughout the
7ear due to the low N concentration, however
in irrigation schedule must be maintained in
)rder to know exactly how much has been applied
-Land aRplication of waste
The effluent will be tested,'periodically t
etermine nutrient value and exactly how many
cres of land are needed to apply the waste on
nd if a change in management is needed, i.e.
hange 20 acres of corn to coastal bermuda gras
pumping schedule will be developed as the was
torage pond begins to fill up and as it can be
est utilized for fertilizer and irrigation wat
alue.
J. Barker, NCSU, suggested that a rate of
8 of a inch irrigation spray per acre be used
er application, and definitely not exceeded.
The main -soil types in the waste disposal
11rea are Marlboro, Norf�lk and a - Wagram.
"iccoraing LO L-ne Luca %�Ujue-z,)-ecEl-on Z_ - %J1
Engineering Interpretations, a sprinkler

2-71
LF. Z. DEP A RTMEmT OF AGRICULTURE
SOIL CONSERVATION SF-14VICE
RECORD OF COOPERATOR'S DECISIONS
AND PROGRESS IN APPLICATION
I)OPERATOR
ASSISTED BY,
DATE
FIELD
NUMBER
PLANNED
APPLIED
LAND USE AND TREATMENT
MONTH
AMOUNT
YEAR
AMOUNT
AND
YEAR
Continued #4
rrigation guide, the group index no.'s are a
and a 7. This corresponds to a maximum
pplicatioD rate of .35 in/hr on a bare Soil an
.40 in/hr on a soil with cover for Marlboro a
orfolks-soils. The rate for the Wagram soil i
.5 in./hr. for bare soils and .6 in./hr. with
aover. These reccomendations allow for the amo
5f irrigation -to benefit without runoff occurri
rhe depth of moisture replacement for corn is
2.5 ft.

1 4
&
e
CA.1
qe
D :--k
44 e

-Cp�- I
4-i5
U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
CONSERVATION PLAN MAP LEGEND
ne McNair Farms Address -Upper McColl faX:M.-T,aiirinb,,T-9—,NdiP--2,R-ir,?
"D ACRES LAND USE MAP SYMBOLS
D. 11
L
5
7
5
al
106
113
26
11
80
72
18
430
Woodland
Cropland
Waste Storage Ponds, Hog
Woodland
Cropland
Cropland
Woodland
Woodland
Farm Boundary . . . . . . . . .
. .
Field or Land Use Boundary
Terrace.
.ises
T --
Field Acreage . . . . . . . . .
. . 320 Ac.
Field Number . . . . . . . . .
. .
Private Road . . . . . . . . .
. .
Public Road . . . . . . . . . .
. .
Buildings . . . . . . . . . . .
. .
. .
-Ovst C-vwr,- sc"OOL
Perennial Stream . . . . . . .
. . .
Intermittent Stream . . . . . .
. . . . . . ............ I . . . ........
Vegetative Waterway . . . . . .
. .
Field Border
EXISTING PLANNED
Fence . . . . . . .
. . —X—X—
Terrace.
—T— T
T --
Diversion . . . . .
. . D D
Open 0 ra i n . . . .
. .
------
Tile Drain . . . .
. .
Pond . . . . . . .
. .
Excavated Pond
Field Border
Firebreak . . . . .
. . —F—F—
Field or land use boundary and field number may be shown in red. Water features may be shown in blu,

#AC -Com"
U. S. DEP A RTIAENT OF AGRICVLTURE
SOIL CONSF-14VATION SERVICE
kECORD OF COOPERATOR'S DECISIONS
AND PROGRESS IN APPLICATION
'POPERATOR - McNair Farms
ASSISTED ay 13. J. C6ok
DATE- - 3-5-86
FIELD
PLANNED
APPLIED
LAND USE AND TREATMENT
MONTH
.NUMBER
AMOUNT
YEAR
AMOUNT
AND
YEAR
CROPLAND
2
113 Ac.
87
0- C
r-1
Is tS--7
Conservation cropping system- Plant a crc
5
so
88
S- 41:��
rotation system using a three year rotatic
6
72
89
-7Z �K-
of cotton -winter cover, Corn in the small
grain residues -small grain, -usWOM soybea
32
in the small grain residue. This is a thi
P 113 Ae-
'/97
year rotation. This rotation will increas
organic matter, availbtble water holding
capacity,' reduce both soil and wind erosic
This is a cropping system that is planned
utilize conservation rotation& , conservati
tillage systems, cover crop and residue us
systems which are designed to maintain soi
productivity and meet soil loss tolerance
acceptance levels.
328 3Z9 340 344
Contour FarTaIng
2
113 Ac.
87
330 Carry out all farming operations and field
5
80
88
operations on the approximate contour. n
6
72
89
will slow down the velocity of the runoff
water during high intensity rains.
2
500 ft.
87
386- Field Borders
5
3300 ft.
87
Establish a filter strip of coastal bermu�
6
2500 ft.
88
grass as shown on the plan map. This stri
will serve as a turn row, road, and a filt
for runoff. After stablization, maintain
these areas with an annual fertilization
program to maintain vegetative growth for
sl er traffic and pressure from runoff.
saw.. Was. .."

U.S. OEPARTMrNT OF AGRICULTuRE
5019- CONSCRV^T1QN SEAVLCE
RECORD OF COOPERATOR'S DEMSIONS
AND PROGRESS IN APPLICATION
'POPERATOR McNair Farms
ASSISTED BY B. J. Cook
DATE 3-5-86
FIELD
NUMBER
PLANNED
APPLIED
LAND USE AND TREATMENT
MONTH
AMOUNT
YEAR
AMOUNT
AND
YEAR
CROPLAND
3
3 Ac.
87
342 - Critical area planting- These areas wil
be seeded to common bermuda grass in ord
to control erosion from excessive runoff
The majority of these areas are the bank
of the 6.9 acres waste storage pond.
This can be done by seeding at a rate of
12 pounds/acre ( hulled seed) April 1.
Starting in late March by applying 1000
pounds bf 5-10-10 per acre along with
2 tons of lime per acre to the sail and
working it in. Then apply the seed on
April 1, along with mulch which is 2 ton
of mulch per acre, or about 80 square
bales.
3
12Ac.
8.8
510 - Hayland Maintenance- Every year apply
500 pounds of 10-10-10 per acre to insur
a stand of grass.
2
113 Ac.
87
312 - Waste Management System- The waste
:.irrigation system which will be installe
we be managed in order to provide the pi
with the necessary amounts of nutrients
water to the plant and make maximum use
the ag-waste product. A irrigation plan
has been devised and is located in the b
of this plan. The application of the wa
will be monitored by the farmer to insur
that there is not any runoff occurring f
irrigation applications of the ag-waste.
Regualr samples will be taken so that th
farmer will know exactly how many pounds
of nutrients has been applied to the cro-
This system will also be set up to irrig
only water if necessary, in case of a
.drought.

mc -co""
Lj. S. DEPARTMENT OF ^GnqCuL.TUftE
SWIL. CONSERVATION SERVICE
RECORD OF COOPERATOR'S DECISIONS
AND PROGRESS IN APPLICATION
,POPERATOR McNair Farms
ASSISTED8Y B, J, Cook
DATE 3-5-86
FIELD
NUMBER
PLANNED
APPLIED
LAND USE AND TREATMENT
MONTH
AMOUNT
YEAR
AMOUNT
AND
YEAR
-WOODLAND
1
116
88
654 - The purpose is to harvest some of the
4
11
90
merchantable timber from these stands
7
18
90
which will improve the conditions for'
8
4
90
forest growth and/or to harvest trees
in an manner that encourages the
regeneration and normal development of
a new stand.
WoodlaVd improvement can be done by cuti
diseased and poorly developed trees for
firewood. The most marketable trees wil
be managed and protected. The trees thi
are cut will provide space and gro wing
room for the favored species. There are
cut over areas' throughout these fields.
These areas need to have the remaining
brush removed by using a K/G blade atta(
to a bulldozer. The area will then be .
reseeded with an improved varieyy of pir
either loblolly.or longleaf.
"at.. Tat. 'ell

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'-S. DEPT. OF
AGRICULTURE
NC -CONS -2 (10/77)
DIL CONSERVATION
SERVICE
NoA
File Code CONS -14
SOIL MAP LEGEND"
loamy sand. Their subsoil is friable or firm sandyloam to sandy clay.
LAME McNair
Farms
DATE 3-5-86
water holding capacity, and very strongly acid. Their organic—matter
Soils on This
Unit of Land aria:
at a moderate or moderately slow rate. Crops respond well to fertiliz(r
Map Symbol
Mapping Unit
90 bu. of corn, 950 lbs. lint of cotton,2400 lbs of tobacco and 40 bu.
be
CLASS LAND
At
Alluvial land, wet
5w
Db
Dunbar fine sandy loam
fine sandy loam to�loamy sand. The soil has a friable subsoil.
2w
MbA
Marlboro loamy sand, 0 to
2 % slope
1
Mc
McColl loam
3w
NoA
Norfolk loamy sand, 0 to
2 % slopes
1
NoB
Norfolk loamy sand, 2 to
6 % slopes
2e
OrA
Orangeburg loamy sand, 0
to 2 % slopes
1
Ra
Rains fine sandy loam
friable loamy sand. The subsoil is friable or firm sandy loam to sandy
3w
WaA
Wagram loamy sand, 0 to 2
% slopes
2s
WaB
Wagram loamy sand, 2 to 6
X slopes
2s
WSB
Wagram. sand, thick surface,
2 to 6 % slopes
3s
nterpretativ Interpretations of Soils
Groupinas 1 1
CROPLAND
MbA
These units consist of deep, well drained, nearly level soils on uplan(s
NoA
and stream terraces. These soils have a surface layer of very friable
OrA
loamy sand. Their subsoil is friable or firm sandyloam to sandy clay.
These soils are low or medium in natural fertility, medium in availabl(
water holding capacity, and very strongly acid. Their organic—matter
content is low. Water penetrates readily but moves through these soill
at a moderate or moderately slow rate. Crops respond well to fertiliz(r
and lime. Anticipated yields under a high level of management are;
90 bu. of corn, 950 lbs. lint of cotton,2400 lbs of tobacco and 40 bu.
be
Db
This soil is somewhat poorly drained, nearly level soils on uplands
and stream terraces. This soll.- have a surface layer of very friable
fine sandy loam to�loamy sand. The soil has a friable subsoil.
This soil is low in natural fertility, medium in available water holdirg
capacity and very strongly acid. Wetness is a hazard, artificial drairag
is needed for most crops using either open ditches or subusurface tile.
Anticipated yields under high level of management are: 90 bu. of corn,
700 lbs. of lint of cotton, 2,450 tbs. of tobacco and 40 bu. of soybears.
NoB
This soil consists of a deep, well drained, gently sloping soil on an
upland. This soil is slightly eroded. There is a surface layer of very
friable loamy sand. The subsoil is friable or firm sandy loam to sandy
clay. This soil is low in natural fertility, medium in available water
holding capacity and very strongly acidic. Anticipated yields under a
high level of management are; 75 bu. of corn, 750 lbs. of lint of cottJn,
2400 lbs of tobacco and 35 bu. of soybeans.

NC -CONS -2, U.S..DEPARTMENT OF AGRICULTURE
Rev-. 4-75 SO' CONSERVATION SERVICE
SOIL MAP LEGEND
NAME McNair Farms DATE 3-5-86
3 Oils on This Unit of Land are:
Maj2 Eymbol Mapping Unit
ca I
WaA
WaB
Mc
Ra
WsB
Continued.page 2
These soils consist of -well -drained or somewhat excessively drained
soils that occur on gently sloping uplands. The surface layer consists
of loamy sand and the subsoil layer is friable or firm sand loam to san(
These soils are very low in nat-ural fertility, low in available water
holding capacity, and strongly acid. The organic matter content is
very low. Under a high level of management, anticipated yields are;
60 bu. of'corn, 600 lbs. of lint of cotton, 2000 lbs of tobacco and -25
bu. of soybeans.
These soils consist of somewhat poorly drained soils. They commonly
exist in Carolina Bays. They have a surface layer of gray very friable
loam. The subsoil is gray, firm or very firm sandy clay to clay mottled
with strong brown to red. These soils'are low in natural fertility and
in available water holding capacity. The organic content is medium.
Water penetrates at a moderate rate through the soil. Runoff water is e
to ponded. Artificial drainage is a must. Under a high level of manage
anticipated yields are 75 bu. of corn, 625 lbs. of cotton , no tobacco
and 40 bu. of soybeans.. With drainage, the soil is just too wet for
tobacco.
This soil is a deep excessively well drained soil. The surface layer
consists of very friable or loose sand 30 inches thick. The subsoil is
pale yellow to yellowish rea. This soil is very low in natural fertilit
and in available water holding capacity. It is also very strongly acidi
Anticipated yiblds under a high level of management are; 45 bu. of corn.,
375 lbs. of lint of cotton, 1500 The of tobacco and 20 bu. of soybeans.
cla
t,

Swine Farm Waste Management Odor Control Cbecklist
Sourct Cause BM?s lo Minimize Odor Site Specific Practices
or wooded buffers,
9' Recommended best management practices-,
0116–o od judgment and common sense
Animal body surfaces * Dirty manure -covered animals 9--bry floors
Floor surfaces 0 Wet manure -covered floors 11)-'151'otted floors',
"aterers located over slotted floors;
C1 Feeders at high end of solid floors;
cl�-girape manure buildup from floors;
0--o'ndeffloor ventilation for drying
Manure collection pits 0 Urine; 91 ---Frequent manure removal by flush, pit recharge,
* Partial microbial decomposition or scrape;
G,-Vnderfloor ventilation
Ventilation exhaust fans * Volatile gases; maintenance;
Dust b,"Efficient air movement
Indoor surfaces Dust QWashdown between groups of animals;
C3 Feed additives-,
C) Feedcr covers;
0 Feed delivery downspout extenders to feeder
covers
Flush tanks 0 Agitation of recycled lagoon CI Flush lank covers;
liquid white tanks are filling 0 Extend rill lines to near bottom of tanks with
vents
Flush alleys 0 Agitation during wastewater 0 Under floor flush with underfloor ventilation
conveyance
Pit recharge points a , Agitation of recycled lagoon 111,�rxtcnd recharge lines to near bollont of pits
liquid while pits am filling with anti -siphon vents
Lift stations 0 Agitation during sump tank 13 Sump lank covers
filling and drawdown
butside drain collection Agitation during wastewater 13 Box covers
orlunction boxes conveyance
AMOC - November 11, 1996, Page 3

Sou ree Cause HM]Ps to Minimize Oddr Site Specific Practicts
End of drabipipes at Agitation during wastewater ------ My Extend discharge point of pipes underneath
lagoon conveyance l9goon liquid level
Lagoon surfaces 0 Volatile gas emissions-, W P per lagoon liquid capacity;
0 Biological mixing; Correct lagoon startup procedures;
41 Agitation G -11"i inimwn surface area -to -volume ratio;
:�`Miniinumi agitation when,pumping;
0 Mechanical aeration;
13 Pfoven biological additives
Irrigation
noMes
• iiign pressure
• Wind drift
I -q" Irr;gate-on dry- days- with-littic -or na wind;
O"'Minimunt recommended operating pressure;
G-' Pump intake nm lagoon liquid surface;
Cl Pump from second -stage lagoon
Storage tank or basin 0 Partial microbial decomposition; 0 Bottom or midlevel loading;
surface 0 Mixing while lilting; 0 Tank covers;
0 Agitation when emptying (3 Basin surface mats ofsolids;
11 Proven biological additives oroxidants
I
Dead animals a Carcass decomposition Me"' Proper disposition of carcasses
Dead animal disposal 9 Carcass decomposition 13 Complete covering of carcasses in burial pits;
pits 13 Proper location/consiruction of disposal pits
Incinerators 0 Incomplete combustion 0 Secondary stack burners
At -C - November 11, )996, Page 4
1
0
Proven biological additives or oxidants
Settling basin surface 0
Partial microbial decomposition;
0
Extend drainpipe outlets undemeath liquid
0
Mixing while lilting;
level;
0
Agitation when emptying.
(3
Remove settled solids regularly
Manure, slurry or sludge e
Agitation when spreading;
0
Soil injection of slurryisludges;
spreader outlets 0
Volatile gas emissions
13
Wash residual manure from spreader after use;
0
Proven biological additives or oxidants
uncovered maniire, 0
Volatile gas emissions while
13
Soil Injection of slurry/sludges
slurry or sludge on field
drying
(3
Soil incorporation within 48 lirs.;
surfaces
13
Spread in thin unifonn layers for rapid drying;
11 Proven biological additives oroxidants
I
Dead animals a Carcass decomposition Me"' Proper disposition of carcasses
Dead animal disposal 9 Carcass decomposition 13 Complete covering of carcasses in burial pits;
pits 13 Proper location/consiruction of disposal pits
Incinerators 0 Incomplete combustion 0 Secondary stack burners
At -C - November 11, )996, Page 4
1

Source Cause BMPs to Minimize Odor Site Specific Practices
Standing water around 0 Improper drainage; QK Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto a Poorly maintained access toads 0-1farm: access road maintenance
public toads from furn,
access
Additional Information:
Available From -
Swine Manure Management; 0200 RuIe1BMP Packet
NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies -,- EBAE Fact Sheet
NCSU - BAE
Swine Production Facility Manure Management: Pit Recllatge - Lagoon Treatment; EBAE 128-98
NCSU - BAF.
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment, EBAE 129-89
NCSU-DAE
Lagoon Design and Management for Livestock Manure Treatment and Storage ; EBAE 103-83
NCSU - BAE
CalibratiOR of Manure and Wastewater Application Equipment ; EBAE Fact Sheet
NCSU - DAE
Controlling Odors from Swine Buildings; PII-11-33
NCSU - Swine Extension
Environmental Assurance Program; NPPC Manual
NC Potk Producers Assoc
Options for Managing Odor -, a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies , PROW, 1995 Conference Proceedings
Florida Cooperative Extension
AMOC - November 11, 1996, Page 5

Insect Control Checklist for Animal Operations
Source
Cause
UMPS to Control Insects Site Specific Practices
Liquid SZstems
Flush Gutters
Accumulation of solids
Cr Flush system is'designed and operated
sufficiently to remove accumulated solids from
guitars as designed.
CY' Remove bridging of accumulated solids at
discharge
Lagoons and Pits
Crusted Solids
i��Maintain lagoons. settling basins and pits where
pest breeding is appasent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Excessive Vegetative
Decaying vegetation
M/Maintain vegetative control along banks of
Growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along waler's edge on impoundment's perimeter.
Dry Systems
Feeders Feed Spillage 01*�Design, operate and maintain reed systems (e.g.,
bunkers and troughs) to minimize Ore
accumulation of decaying wastage.
0 Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter).
Feed Storage Accumulations Of feed residues 0 Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
0 inspect for and remove or breakup accumulated
solids in filter strips around feed storage as
needed.
AV' - - November 11, 1996, Page I

Source Cause
BMPI to Control Insects Site SpCeirle Practites
Animal flolding Areas Accumulations of animal wastes 0
Eliminate low areas that trap moisture along
and feed wastage
fences and other locations where waste
accumulates and disturbance by animals is
minimal.
13
Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or Weak up accumulated solids as
needed).
Dry Manure Handling Accumulations of animal wastes 13
Remove spillage on a routine basis (e.g., 7 - 10
Systems
day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
0
Provide for adequate drainage around manure
stockpiles.
El
Inspect f6r and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613.
AMIC "lovember 11, 1996, Page 2

9
Mortality Management Methods
(check which method(s) are being implemented)
Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water -
Rendering at a rendering plant licensed under G.S. 106-168.7
Complete incineration
In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
Any method which in the professional opinion of the State Veterinarian would
make possible the salvag
.,e of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 18, 1996

f , , '.

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CARROLL'S FOODS, INC.
P. 0. Drawer 856
WARSAW, NORTH CAROLINA 28398
July 27, 1998
Mr. J.R. Joshi
NCDENR
Division of Water Quality
Non -Discharge Permitting Unit
PO Box 29535
Raleigh, NC 27626-0535
Subject: Additional Information for No. 83-0017, Farm 7768,
Scotland County
Dear J.R.:
Please find attached a Waste Utilization Plan for the above
mentioned farm. Sorry for the omission. Let me know if
additonal information is needed.
Sincerely,
RECEIVED
Howard L. Hobson, Technical Specialist WATERC.'U. -
Attachment JUL 2 6 1998
cc: Fayetteville Regional Office w/o attachment
Leslie Stutts w/attachment pem"')d�'ID

WASTE UTILIZATION PLAN
Owners name--: CARROLL' S FARM # 7768 County:SCOTLAND
Mail Address -:FIELDCREST ROAD
Type of production unit ---- : FAR-W-E-AN2.
— o.'� 6
Number of animal units ----- : 1200
, ,fg
Type of waste facility ----- :Anaerobic don
J'�a'4�4g
Temporary storage period --- : 180 days
Method of application ------ :IRRIGATION
Amount of animal waste produced ----------------- : 7313 tons/year
Amount of plant available N produced by animals-: 6480 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 land applied at a
specified rate to prevent pollution of surface and/or ground
water. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops
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.

Page 2
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
3081
A3
WAGR
L
N/A
50.00
6.0
300
S -APRIL
3081
A3
WAGR
C
5.5
50.00
6.0
1650
MAR -OCT
3081
B4
WAGR
L
N/A
50.00
5.3
265
S -APRIL
3081
B4
WAGR
C
5.5
50.00
5.3
1457.5
MAR -OCT
3081
B5
WAGR
L
N/A �
50.00
4.7
235
S -APRIL
3081
B5
WAGR
C
5.5
50.00
4.7
1292.5
MAR -OCT
3081
49
WAGR
L
N/A
50.00
6.7
.335
S -APRIL
3081
6
WAGR
C
5.5
50.00
6.7
1842.5
MAR -OCT
3081
7
WAGR
L
N/A
50.00
6.7
335
S -APRIL
3081
7
WAGR
C
5.5
50.00
6.7
1842.5
MAR -OCT
3081
8
WAGR
L
N/A
50.00
6.5
325
S -APRIL
3081
8
WAGR
C
5.5
50.00
6.5
1787.5
MAR -OCT
3081
9
WAGR
L
N/A
50.00
4.5
225
S -APRIL
3081
9
WAGR
C
5.5
50.00
4.5
1237.5
MAR -OCT
3081
A10
WAGR
L
NIA
50.00
6.0
300
S -APRIL
3081
A10
WAGR
C
5.5
50.00
6.0
1650
MAR -OCT
3081
B10
WAGR
L
N/A
50.00
6.0
300
S -APRIL
3081
B10
WAGR
C
5.5
50.00
6.0
1650
MAR -OCT
-----
-----
Total
-----
104.8
-----
17030
------
Available Nitrogen
(includes commercial)
6480
Surplus or
Deficit -10550
Crop codes: Crop -unit
A=Barley-bu.
B=Bermudagrass(graze)-tons
C=Bermudagrass(hay)-tons
D=Corn(grain)-bu.
E=Corn(silage)-tons
F=Cotton-lbs. lint
G=Fescue(graze)-tons
H=Fescue(hay)-tons
I=Oats-bu.
J=Rye-bu.
K=Small grain(graze)-acre
L=Small grain(hay)-acre
M=Sorghum(grain)-cwt.
W=Wheat-bu.
Y=Fescue(pasture)-tons
Z=Bermudagrass(pasture)-tons

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 f ields that receive animal waste.
Additional comments:
--------------------
Prepared by: hllw4ao Z. Title: 72j7*,rgS?kr- Date: 22!��js
Concurred in by: Date: -7 �
Producer
I understand that I must own or have access to equip�nent,
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
occi�rs 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.
o-�Z "A-11� Date:
Producer
Technical Specialist: A�)� ';e Date: 42�8
(Copy to producer and copy to case file)

August 11, 1998
Mr. J. R. Joshi
Non -Discharge Permitting Unit
Division of Water Quality
P 0 Box 29535
Raleigh, NC 27626-0535
Re: Carroll's Farm #7768
Request for additional information
Dear J.R.:
CARROLLPS FOODS, INC.
P. 0. Dramr 856
WARSAW, NORTH CAROLINA 28398
V*.11i!!-"'"�-' .I
'U
Pursuant to your letter of July 31, 1998 requesting additional information please find
enclosed:
1. Irrigation parameters for the equipment used on the subject farm.
I
2. The NRCS required specifications for the Waste Utilization Plan.
The irrigation practices employed on this farm will limit application rates not to exceed
one inch per hour. If you have questions or need additional information please feel fiee
to contact me at 910-293-3434.
est regards,
on ler
�er
Real Estate Manager
DB:cs
Enclosures
cc: Leslie Stutts

Raw Crap Gun Can wiM galvanized ha ay is
standard OqUipMent. An optional Law Pratile
Gun Cart is also availaole.
Low Praffle Gun Can (Galvanized Body).
ar=a-- mcm s zaseo an 70% at :ne wertec =amew
Specifications
Performance Infaimaton
Model
Mcdel
FLCW
A"-7
t WME'R:
'WET TED
WErM
1
PE T&Una 1-0. jn_"
(G.P.M.)
PRESSURE'
PRESS=
WWTN
LOIST 4
RCH
1=0
Uri W -9m 51211.)
(P,S-L)
(P. SI)
(FLI
I (FL - MAX)
1 3 OAYS*"
T40A
280
104
TO
240
1=
72
witn
3W
107
70
250
1=5
77
NELSCN
SRZ00R
350
116
TO
260
13W
so
Scrinxier
400
126
70
270
1365
102
450
138
70
2W
13W
115
460
145
70
290
ins
123
T37A
220
99
70
220
1160
56
with
250
104
70
1165
64
NELSON
113
70
245
1173
T7
SR13OR
Sprinkler
350
12S
TO
250
1175
90
400
137
70
255
1173
102
420
142
70
260
1 1160 1
107
T30A
180
104
60
210
1010
46
Witm 1'
2130
Ill
60
215
1W
I
51
NELSON i
SR -,50R
220
129
70
225
1093
56
w3rinkler
240
137
70
230
low
61
260 1
147
70 1
235
1098
57
Low Praffle Gun Can (Galvanized Body).
ar=a-- mcm s zaseo an 70% at :ne wertec =amew
Specifications
Model
T40A
T37A
T30A
ld=aer of Axles
2
1
1
PE T&Una 1-0. jn_"
4.0
3.7
3.0
PE Tuna Lonqtn (rL;
12550
IWIG
1=0
Uri W -9m 51211.)
91co
M00
4=
Weight *nth water -,Ibs.)
16=0
122M
72713
Soned f1lange ons.'min&)
10-io
10-0
7-40
Tire SLze
IILX15
=UAIS
1ILCIS
SM13ping cflm.,: (ft im) -
La"gill
i a -o
13-3
13-5
*mdth
S.10
9-3
7-5
KingtTt
12-4
11-10
1"
Nom T4QAM=Axfo wneels - 8-3 wide
Polyethelene Tune - Cniy �E --,--e -esignec arC =nS—­;C:ec
for lie arc �s =nsiaerac -'Ortise z.-
A9-;RainTJa:ar-;:-_-_ts. 71he',"in: -s :ackec ty a 2 -*-.,/ear
PS TuDe qepair - A -rercar �s avaiiac:a
req2tcr.; :'e PS :,--ce s.-=_-�: _aj-.a;ec 'cr ary
PS Tube Lang", s - a!-:::n9s 3r -e 2va:ianie zc.- �Lfl
McCe!S. 7'7,7,a,-,cn avaiiacie
rec,.;es,,.
AA 01_04Q P. t; &-.F
600 S. Schrader Ave., P.C. Box 290.. Havana, IL 62644
Phone 30gi543-4425 FAX 209i343 -94S
Standard Features
Radial Imlow Turbine - The heart of the'drive system.
This extremely effident motor delivers quiet. smooth,
c--nbnucus power. All the water you pump goes through
the sprinkler. None of thewateriswasted as,n bellows
cr.piston drives.
Automatic Shutdown for the turbine motor.
Heavy Duty Chassis and;mme.
Speedometer.
Pressure Gauge.
Infinitely Adjustable Speed Ranges.
Speed Compensator.
Miswrap Safety Stop.
PTO Rewind and Drive Shaft.
Gun Cart with adjustable wheel width.
Hose Guide to insure proper packing. of hose.
Turntable.
Nelson Slow Reverse Gunwith ring noz=les.
Uffing Mechanism 'or gun can.
Stabilizer Legs - Heavv c:urj, :-ark --,ic-.vn slvie.
4" Supply Hose x 20 It. �cng with male nng !cck
czuzler.
Fixed Spool Brakerecuires:7c cniat'. aciustmerts.
F-ociproof Clauth - Turcine anc =77C." anves :ar.r.c,::9
ergagec sirnuitanecusiy,
�3- -4ft -Vr U -I ZAM -40�ff _---W VC --V -1= LQ==ZXMAM == Am 9.0= AUSA
GK )&0GWR_o

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

EXMrr A-6
WASTE UTHIZAnON PLAN
REQUIIUED SPECIFICATIONS
L Anizwl waste shall not reach sinti of the Mae by runoff, drilt marunade conveyances. direct application, or
direct discharr during OPC!ZdVD or land application- Any discharge of waste which reaches surface water is
2. Them =1 be documenMdon m the demp folder that the producer either owns or has a notahzed agreement for use of
a&qmft land OU Which to FCP9dy apply the wme. If the producer does not own adequa land to properly of
waste, bdsh shall provide a copy of a notarized agremneat with a landowner who is within a reasonable proximity,
allowing himther the use of the land for waste applicatim It is the responsibility of the owner of the fitcility to secure
an updaft of the Waste Utilizatim Plan when there is a change in the qperj=� increase in the number of ard—Is
nwdtod of utilization, or available I;md.
3. Animal waste shall be applied to n=-,, but not exceed, the Nitrogen needs for realistic crop yields based an soil type,
wrailable moisturc Idstorical data, cl;Tn conditions, and level of manage:ment, unless there am regulations that
restrict the ram of applicallon for other nutric:uts. Actual yields may be used in lieu of realistic yield tables at the
&%metion of the planner.
4. Animal waste shall be applied on land eroding less than 5 tons per acre per year. Waste may'be applied to land that Is
croding at mom than 5 tons but less than 10 tons per acre per year providing grass fkltcr strips am install wh=
runoff leaves the field. (See FOTG Standard -293-Filter Strips)
5. Odors cam be mduced by injeMng the waste or dis)dng after waste application- Waste should not be applied when there
is danger of drift ftom the krigation field.
6. When —imal waste is to be applied an a subject to flooding it will be soil incorporated on conventionally tilled
cropland, Men applied to conservation tilled crops or grassland, the waste may be broadcast provided the application
does not occur during a season prone to floodin& (See "Wcatha and Clima in North Carolina7 for guidarim)
I I iquid waste shall be applied at ra-11 not to exceed the soil infiltration rate such that runoff don not of to
sude wa= and in a method which does not: cause dnft 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 miTdhn evwts, orwh= the surface is fiuumL
9. Animal waste should be applied on actively growing crops in such a man= that the crop is not covered with waste to
depth tbzt would prohibit growth. The potential for oft damage frommima wane should also be cmmdcm&
10. Waste r , - " or shall not be applied in fall or winter for spring pI crops an soils with a high potential for leadiing
Waste nutrient loading rates an these soils should be held to a mbazaam and a suitable wm= cam crop planted to
tdx up released nutrients Waste shall not be applied T, 1 , than 30 days prior to p1miting: of a crop or fDnqM breaking
dormmwy..
I L Any new swine facility sited on or after October 1, 1995 shall comply with the following: 71he outer perimeter of the
land area onto which waste is applied from a lagoon that is a component of a swim farm shall be at least 50 Em from
any residentW property boundary and from any perennial strc:am or river other than an irrigation ditch or canal
NRCS,NC
JUNE, 19%

E3ai]]Brr A-7
WASTE UMMATION PLAN
REQUnUED SPECMCATIONS
(contimled)
An=al waste other tban swine ft= facilid sited on or after Ocuber 1. 1995, shall not be applied d than
25 fea to surface water This distance may be reduced for waters d= are not pexamnal provided adequM vegetative
ffiftr strips are present (See Standard 393 - Filter Strips).
U- Animal waste shall not be applied cl than 100 fea from wells.
13. Animal waste shall nat be applied closer than 200 fma of dwellings other than those owned by landowner.
14. Waste shall be applied in a manner not to raA other property and public right-cd-wwys.
15. Azimals waste shall not be discharged into surface waters, dr4nagewrays or wetlands by a discharge or by over-
sprayw& Mimi waste may be applied to pnor converted cropland provided it has been approved as a land
applicadons site by a -technical specialW. Animal v, -a= applied an gmssedwaterways shall beat agronomic a
and in a mann that cmuses no runoff or drift from the site.
16. Domestic and irm&=ial waste from washdown facilities, showmrs� toilets, sinks, etc., shall not be discharged into the
waste management ristem-
17 A protecthm cover of appropriate vegetation will be established on all disturbed areas Oagoon crubanknientr4 berms,
pipe runs, em). Areas shall be fenced, as necessary, to pro= the vegetation. Vegetation such as trees, dm*r,, and
ad= woody species, dr are hunted to areas where considered appropriate. Lagoon areas should be inept mowed and
accessible- Lagoon be= and structures should be inspected regularly f6r evidence of erosion, leakage. or discharge.
19. If animal Production at the facility is Umninated, the owner is respimtsible for obtaining and implemmiin a "closure
plae which wM elimi the possibility of an illegal dischargr, pdUution and erosion.
19. Waste handlin snumires, piping, pumps, reels, etz, should be inspected on a regular basis to prevent brwkdowus�
ladcs, and spills. A regular maintenance cheddist should be kept on site.
20. Animal waft can be used in a rotation th= includes vegetables and other crops for direct human consi OIL
E[owever, if animal wage is used an crops for direct human consampzion it should only be applied preplant with no
finiber applicatious of animill waste during the crop season.
21. Highly visible pezzoanent markers shall be installed to mark the top and bottom elevations of the temporary storage
(pumipingvolum) of allwaste treatment lagoons. Pwnping shallbe managed to maintain the liquidleydberwemithe
markers. A mzd= will be required to mark the mamnunn storage volume for waste storage ponds.
22- Sag tests shall be made every two years and a liquid waste analysis be tak= at least twice each year consi with
waste utilizadon plan. Poultry litter shall be tested prior tD application. Soil and waste arWysis records shall be kept
for five yCaM
23. Dead an will be disposed of in a nmner that nweu NC regulations.
NRCS,NC
Me, 19%

'Page I
WASTE UTILIZATION PLAN
------------------------
DW9
1 9 X
RECt D
7� Qr-'VFD Y
WWERQUkffYGE0-jJ0N
for
,T 2 2 19,98
Producer ----- :CARROLL'S FOODS, INC. County: SCOTLAND
Name of Farm -:FARM 11768 Non-Disc-harge PerMitbng
Location ----- :PO BOX 856
WARSAW, NC 28398
Phone -------- :910 293-3434
Type Operation ------------- : FAR -WEAN
Number of Animal ----------- : 1200
Storage Structure ---------- : Anaerobic Lagoon
Method of application ------ : irrigation
Amount of waste produced per year ----------------- 7313 tons/year
Amount of plant available N (PAN) produced/year-: 6480 lbs./year
The waste from your animal facility must be land applied dt a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the
crops in the'fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting
nutrient. Waste should be analyzed before each application cycle.
Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value of the
waste and to ensure that it is applied in an environmentally safe
manner;
1. Always apply waste based on the needs of the crop to be grown
and the nutrient content of the waste. Do not apply more
nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall not be applied to land eroding at more
than 5 tons per acre'per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining, or
when the surface is frozen. Either of these conditions may
in runoff to the surface waters which is not allowed under DWQ
regulations.
5. Wind conditions should also be considered to avoild 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.

Page 2
WA
This plan is based on the waste application method shown above. If
you choose to change,methods in the -"future, you need to revise
this plan. Nutrient levels for different application methods are
not the same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content ' for this type of facility. Acreage
requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have
plant analysis made, which could allow additional waste to be
applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content
and the 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.

. Page 3
el
Field
soil
I
Yield
Lbs. N
Lbs.
N Month to
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract
Field
soil
Crop
Yield
Lbs. N
Lbs.
N Month to
No.
No.
Type
Code
/Acre
Unit
Acres
Used
Apply
3081
1
A
WAGRAM
F
550
0.12
5.7
376.2
APR -AUG
3081
1
A
WAGRAM
K
N/A
50.00
285
S -APRIL
3081
1
B
WAGRAM
F
550
0.12
5.6
369.6
APR -AUG
3081
1
B
WAGRAM
K
N/A
50.00
280
S -APRIL
3081
2
A
WAGRAM
F
550
0.12
5.5
363
APR -AUG
3081
2
A
WAGRAM
K
N/A
50.00
275
S -APRIL
3081
2
B
WAGRAM.
F
550
0.12
5.9
389.4
APR -AUG
3081
2
B
WAGRAM
K
N/A
50.00
295
S -APRIL
3081
3
A
WAGRAM
B
4.7
50.00
6.0
1410
MAR -OCT
3081
3
A
WAGRAM
K
N/A
50.00
300
S -APRIL
3081
3
B
WAGRAM
B
4.7
50.00
5.7
1339.5S
-APRIL
3081
3
B.
WAGRAM
K
N/A
50-00
285
S -APRIL
3081
4
B
WAGRAM
B
4.7
50.00
5.3
1245.
MAR -OCT
3081
4
B
WAGRAM
K
N/A
50.00
265
S -APRIL
3081
5
B
WAGRAM
B
4.7
50-00
4.7
1104.
MAR -OCT
3081
5
B
WAGRAM
K
N/A
50-00
235
S-APRiL
3081
6
WAGRAM
B
4.7
50.00
6.7
1574.
MAR -OCT
3081
6
WAGRAM
K
N/A
50.00
335
S -APRIL
3081
7
WAGRAM
B
4.7
50.00
6.7
1574.
MAR -OCT
3081
7
WAGRAM
K
N/A
50-00
335
S -APRIL
3081
8
WAGRAM
B
4.7
50.00
6.5
1527.
MAR -OCT
3081
8
WAGRAM
K
N/A
50.00
325
S -APRIL
3081
.9
WAGRAM
B
4.7
50.00
4.5
1057.
MAR -OCT
3081
9
WAGRAM
K
N/A
50.00
225
S -APRIL
3081
10
A
WAGRAM
B
4.7
50.00
6.0
1410
MAR -OCT
3081
10
A
WAGRAM
K
N/A
50.00
300
S -APRIL
3081
10
B
WAGRAM
B
4.7
50-00
6.0
1410
MAR -OCT
3081
10
B
WAGRAM
K
N/A
50.00
300
S -APRIL
-----
----------
---------
------
-----
-----
Total
-----
80.8
------
19150
-------
Available
Nitrogen
(includes
commercial)
6480
Surplus
or Deficit
-12670
Crop codes: Crop -unit
A=Barley-bu..
B=Bermudagr-ass(graze)-tons
C=Bermudagrass(hay)-tons
D=Corn (grain) -bu.
E=Corn(silage)-tons
F=Cotton-lbs. lint
G=Fescue(graze)-tons
H=Fescue(hay)-tons
I=Oats-bu.
J=Rye-bu.
K=Small grain(graze)-acre
L=Small grain(hay)-acre
M=Sorghum(grain)-cwt.
W=Wheat-bu.
Y=Fescue(pasture)-tons
Z=Bei7mudagrass(pasture)-tons
O=Soybeans-bu.
R=Matua(graze)-tons
U=Millet(graze)-tons
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.

. �age 4
The applicator is cautioned that P and K may be over applied while
meeting �he 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
bermudagrass), forage must be removed through grazing, hay and/or
silage. Where grazing, plants should be grazed when they reach a
height of six to nine inches. Cattle should be removed when plants
are g3Fazed'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 to let small grain to reach maturity, especially late in
the season (i.e. April or May). Shading may result if small grain
gets too high and this will definitely interfere with stand of
bermudagrass. This loss of stand will result in reduced yields and
less nitrogen being utilized. Rather than cutting small grain for
hay or silage just before heading as is the normal situation, you
are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the
season, depending on time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September
or early October. Drilling is recommended over broadcasting.
Bermudagrass should be grazed or mowed to a height of about two
inches before drilling for best results.
Caution must be exercised in grazing or haying summer annuals
under stressed conditions. Nitrate poisoning may occur in
livestock. Sampling forage or hay for nitrate levels is
recommended.
Acres shown in the tables are considered to be the usable acres
excluding required . buffers , filter strips along ditches, odd
areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the field listed may, and most likely will be, more than
the acres shown in the tables.
See attached map showing the fields to be used for the utilization
of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provision 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 1008 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years, you will have approximately
5040 lbs. of PAN to utilize. assuming you apply this PAN to
hybrid bermudagrass hayland at the rate of 300 lbs. of nitrogen
per acre, you will need 17 acres of land. If you apply the

. �age 5
sludge to corn at the rate of 125 lbs. of nitrogen per acre, you
will need 40 acres of land. Please be aware that these are
only estimates of the PAN and land needed. Actual requirements
could vary by 25% depending on your sludge waste analysis, soil
types, realistic yields, and application methods.

a Page 6
APPLICATION OF WASTE BY IRRIGATION
The irrig�tion application " rate should not exceed the intake rate
of the soil at the time of' irrigation such that runoff or ponding
occurs. This rate is limited by initial soil moisture content,
soil structure, soil texture, water droplet size, and orqanic
solids. The application amount should not exceed the available
water holding capacity of the soil at the time of irrigation nor
should the plant available nitrogen applied exceed the nitrogen
needs of the crop.
If surface irrigation is the method of land application for this
plan, it is the responsibility of the producer and irrigation
designer to ensure that an irrigation system is installed to
properly irrigate the acres shown in tables. Failure to apply the
recommended rates and amounts of nitrogen shown in the table may
make this plan invalid. . .,
The following table is provided as a guide for establishing
application rates and amounts..
Applic
Applic
Tract'' Field soil Rate
Amount
No. No. Type Crop (in/hr)
------ --- ------
(inches)
3081 ALL ALL ALL <0.5
--------
<1.0
This is the maximum application
assuming the amount of nitrogen
applied. In many situations the
applied because of the nitrogen
application amount shown can be
conditions.
amount allowed for the soil
allowed for the crop is not over
application amount shown cannot be
limitation. The maximum
applied under optimum soil

. -Page 7
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 instances should the volume of the waste be stored
in your structure be within the 25 year 24 hour storm storage or
one f oot of freeboard 'except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply
the correct rates to the acres shown in the tables. Failure to
apply the recommended rates and amounts of nitrogen shown in the
tables may make this plan invalid.
Call y?ur technical specialist after you receive the waste
analysis report for assistance in determining the amount of waste
per acre and the proper application rate prior to applying the
waste.
NARRATIVE OF OPERATION
NOTE: THE IRRIGATION PARAMETERS SHOWN ON PAGE 6 ARE GROUPED DUE
To THE FACT THAT APPLICATION RATES WILL BE LESS THAN 0.5 INCHES
PER HOUR A D APPLICATION AMOUNT PER EVENT WIEL BE LESS
THAN ONEINCH.-
NOTE: DUE To LARGE DEFICIT OF 'IN", SMALL GRAIN COVER CROPS MAY
VARY IN ACRES AND FIELD LOCATIONS. ALL FIELDS ARE SUITABLE
AND MAY BE UTILIZED FOR COVER CROPS. THOSE FIELDS Tfa—T=-
PUNTED WILL FOLT W THE WUP REGARDING NUTRIENTS AND IRRIGATION
PARAMETERS.

Page 8
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: FARM #7768' -' ,
owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and -maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of
the waste treatment and storage system or construction of new
facilities will require -a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to the su ' rface waters
of the state from a storm event less severe than the 25 -year, 24-
hour storm. The approved plan will be filed on-site at the farm
office and at the office of the local Soil and Water Conservation
District and will be. available for review by NCDWQ upon request.
Name of Facility Owner: CARROLL'S FOODS, INC.
(Please print)
Signature: A-01 /. - Date: /,p 7:�,
P -K —
Name of Manager(If different from owner)
Signature: j7. _g Date: to -64o,
;4DA CAO"LA.*.%
Name of Person Preparing Plan: Howard Hobson
(Please print:)
Affiliation: Carroll's Foods, Inc. Phone: [phone]
Address: P 0 Drawer 856
Warsaw, NC 28398
Signature: Date:. /Ozzbvgs

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WASTE UTELXZAnON PLAN
REQunUD SPECIRCAnONS
1. Animml waste shall. not reach surface waters of the state by runofl� drift, marimade conveyances, direct application, or
direct discharge during oPcr== or land application. Any discharge of waste which reaches surface wateir is
probilitini
2, There im, be documentation in the design folder that the producer either owns or has a notnized agreement for use of
nil land on which to properly apply the waste. If the producer does not own adequate Land to properly dispose of
waste, he/she shall pwvide a copy of a notarized agreement with a landovmer who is within a reasonable proximity,
aEbwing him/her the use of the land for waste application. It is the responsibility of the owner of the facility to semire
an update of the Waste Utilization Plan when there is a change in the operation, incr=w in the number of animniq
roethod of udlizAtion, or available land.
3. Animal waste shall be applied to meet but not exceed, the N-Mrogen needs for realistic crop yields based on soil type,
available moisture, historical data, clirms conditions, and k-wrJ of management unless there are regulations that
restrict the rate of application for other mitriems Actual yields may be used in lieu of registic yield tables at the
discretion of the plan= -
4. AniTmI waste shall be applied on land eroding less than 5 tons per acre per year. Waste may be applied to land that is
eroding at more than 5 tons but less than 10 tons per acre per year providing grass filter strips are installed where
ranoff leaves the field. (SecFOTG Standard 393 -Filter Strips)
5. Od= can be redu=d by injecting the wadste or disking aft= waste application- Waste should not be applied when there
is danger of drift from the irrigation field.
6. Wbcn 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 pmne to flooding- (See "Weather and Climate in North Carolina7 for guidance.)
7. 1 icittid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur aMite or to
surfi= waters and m a =thod which does not cause drift from the site during application- No pondiag should occur
in order to control odor and Mes.
8. Animal waste shaU not be applied to saturated soils, during rainfall events, or when the surface is fro
9. Animal waste shouldbe applied on actively sqtwing crops in such a manner that the crop is not covered with waste to
depth that would pmha-bit growth. The potential for salt dainag: from animal waste should also be considered.
10. Waste irutrients shall not be applied in fall or winteir for spring
., planted crops on soils with a high potentini for leaching -
Waste nutri=t loading rat on these soils should be held to a minimum and a suitable winter covu crop planted to
talm up released nutrients. Waste shall not be applied more than 30 days prior to planting of a crop or forages bre3icing
dormancy.,
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter Of tbf-
land area onto which waste is applied from a lagoon that is a component of a S%inc fam shall be at least 50 f:et from
any residential propertyloundary and from any perennial stream or river other than an irrigation ditch or canal.
NRCS, NC
RJNE, 1996

EXHMIT A-7
WASTE UTULIZATION PLAN
REQUMM SPECIRCATIONS
(continued)
Animal waste other than swine waste from f�cilities sited an or after October 1. 1995, shall not be applied closer than
2-5 fee to surface water. This distance may be reduced for waters th2t are not pCr=nW Provided 2ACMIa Vegetative
filter strips are present (See Standard 3 93 - Filter Strips) -
12. Animal waste shall not be applied closer than 100 feet from well&
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by Landowner -
14. Waste shall be applied in a manner not to reach other property and public right -d -ways.
15. Animal waste shall not be discharged into siufa= waters, drainageways or wetlands by a discharge or by over -
spraying. Animal waste may be applied to prior converted cropland provided it has been approved as a land
applications site by a "technical specialist". Anima waste applied on grassed waterways shall be at agronomic rates
and in a manner that causes no nmoff or drift from the site.
16. Domestic and industr!W w=e from washdown facilities, showers, toileM sinks, etc., shall not be discharged into the
2TtiTnal waste management system.
17, A protective cover of appropriate vegetation will be established an all dismrbed areas (lagoon embankments, btrms,
pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc. are linuted to areas where considered appropriate- Lagoon area should be kept mowed and
accessible. Lagoon berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge-,
18. If animnl production at the facility is terminated, the owner is respoonsible for obtaining and implen=ting a "closure
plan" which will dimir, the possibility of an illegal discharge� pollution and erosion.
19. Waste handling structures, pipin& pumps, reels, etc., should be irispected on a regular basis to prevent breakdowns,
k2ks, 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.
EWwever, if 2nim2l waste is used on crops for direct human consumption it should only be applied preplant with no
fixther applications of anirnn] waste during the crop season -
21. Elighly visible Permanent markers shall be installed to mark the top and bottom elevations of the temporary storage
(pumping volume) of all waste treatment lagoom Pumping shall be managed to mairitain the liquid level between the
markers. A marker will be required to mark the maximum storage volume for waste storage ponds.
221. Soil tests shall be mad cvery two years and a liquid waste analysis be taken at least twice each year consistent with
waste utilization plan- Poultry litter shall be tested prior to application- Soil and waste analysis z rds shall be kept
for five ye=
23. Dead animal will be disposed of in a manner that meets NC regulations.
F— I
L
NRCS, NC
JU,NTF, 1996

Dayligh
riveter
f the contour data for the surface:
r -P lot —0 Proposed I
Project:
Drawing: FARM 7768
Number:
Location:
Date:
Engineer:
Owner:
Estimator:
�repared by: using Sitework

RECEIVED
Auc 13 1997
FAYETrEVILLE
REG. OFFICE
SWINE FARIM
DESIGN, CONSTRUCTION, OPERATION?
AND MANAGEMENT PLAN
FOR
CARROLL'S FARM #7368
1200 Sow Farrow -To -Wean
March 19, 1997
I certify that this Plan has,been prepared under my direct
supervision and meets the applicable regulations of
NRCS, DEM, and all other State and Local Regulations
to the best of my knowlW e and belief.
IA CAR94
—4
M. Floyd Adang Date
0. 12273 1
Liccnse N
OYD
091f111111,11

CARROLL'S FOODS, INC.
P. 0. Drawer 856
WARSAW, NORTH CAROLINA 28398
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
Farm CARROLL'S FARM # 7368
Name or Number
1200 SOW FARROW -TO -WEAN
Farm Description
Location
SCOTLAND COUNTY
Company Farm —X.
Contract Grower

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SWINE FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
CARROLL'S FARM #7368
1200 Sow Farrow -To -Wean
TABLE OF CONTENTS
Lagoon Design Check List
Emergency Action Plan
Summary of Planned Activities
Waste Management Facility Site Evaluation
Soil Investigation
Construction Information - Main
Lagoon Design - Main
Hazard Classification Data Sheet for Dams - Main
Operation and Maintenance Plan - Main
Construction Specifications for Lagoons - Main
Seeding Specifications - Main
Typical Cross -Section of Lagoon - Main
Volume Calculations - Main
Construction Information - Isolation
Lagoon Design - Isolation
Hazard Classification Data Sheet for Dams - Isolationi
Operation and Maintenance Plan - Isolation
Construction Specifications for Lagoons - Isolation
Seeding Specifications - Isolation
Typical Cross -Section of Lagoon - Isolation
Volume Calculations - Isolation
Waste Utilization Plan
Waste Management Odor Control Checklist
Insect Control Checklist
Mortality Management Methods
Maps
A, Plan for Lagoon
B. Topo Map
C. Flood Plain Map
D. ASCS Map

I
CHECKED BY: M. n-,:,,
DATE: L
LAGOON DESIGN CHECK LIST
1. Copy of 026 and maps if clearing involved.
2-
Dam safety -
IVA
a.
Dike over 15 feet to down stream slope and over 10 acre feet storage to top of
dike.
3.
Adequacy of storage volumes -
a.
designed volume exceeds needs
b.
stop pumping volume exceeds treatment volume
C.
25 year storm volume exceeds volume at start pumping
d.
actual volume pumped exceeds required volume to be pumped
-3Z
e.
all temporary storage stored above seasonal high watertable
f.
sludge volume included
9-
minimum 6 feet treatment volume depth
4.
Operation & Maintenance Plan (sheet) -
a.
begin and end pump -out elevations
5.
Location sketch -
a.
distances to nearest residence
b.
road numbers
C.
north arrow
6.
Hazard Classification Sheet (NC -ENG -34) -
a. distance to nearest stream in event of dike failure
b.
distance to nearest public road in event of failure
C,
topo map showing lagoon location and information to support a&b
7,
Waste Utilization Plan
a.
show all tracts & field numbers, field acreage, crops
b.
signatures of producer & person preparing plan
C.
agreement sheet signed by adjoining landowner if needed - showing tract
numbers, field numbers, acres, etc.
d.
ASCS maps of fields to be used for effluent disposal
e.
soil survey sheets showing all fields
f.
check suitability of soils for crops planned
19-
include attachment "B" on sampling procedure
h.
waste plan iswin'Tcuted but prepared by other qualified specialist - this plan is not
part of the engineer's review

UMSMA
8. Soil Investigation Sheet (SCS -ENG -538)
a. are sufficient borings made for size and condition of lagoon
b. borings 2.0' below designed bottom of lagoon
C. location & elevation of borings in relation to grid survey
d. seasonal high watertable
9. Seeding specifications included (lagoon dike and other exposed areas around buildings)
10. Construction Specifications (sheet included)
a. need for cut-off trench addressed
b. need for sealing or lining with impervious material addressed and anticipated
locations of such area identified
C. protection of liner during initial filling and near flush pipes addressed
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11.
Grid Sheet (original or ledgable copy)
a. gridded area large enough to include embankment slopes and surface water
diversions
b. location & dimensions of lagoon & buildings shown (lagoon inside top
measurements shown and lagoon comers identified by grid stations)
—Z
C. surface water removal (pipes, outlets, etc) shown
A&
d. soil borings location ' show
e. TBM location & elevation shown
f. existing utilities located (if applicable)
_WA_
AA
9- emergency spillway shown (if applicable)
U.
Typical cross-section included
a. dike elevation & top width shown
b. lagoon bottom elevation shown
C. side slopes shown
d. effluent outlet pipe invert elevation shown
e. effluent outlet pipe shown to discharge below water surface
e. building pads - elevation & grade shown
f. cut-off trench shown - if required
9. liner shown - if required
13.
Volume Computations
a. excavation
b. dike fiII
C. pad fill
14.
Summary Sheet
a. design requirements z-sL
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b. excavation volume
C. fill volumes
d. cut -fill ratio :rv-
15.
Location of subsurface drainage (if present)
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16. Presence of utilities addressed
t4 tA 17. Observation of cultural resources statement included
18. Operation is outside of jurisdictional limits of municipalities
3

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ 3 io - 4,RL- 1511
EMERGENCY MANAGEMENT SYSTEM I I
SWCD 916 - z7T- Z_4ii
NRCS 5io- ?--77-2-4V
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
C�
A. Lagoon overflow -possible solutions are:
C
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
C-
d. Call a pumping contractor.
e. Make sure no surface water is enter-ing lagoon.
tp
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c_ Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates f6r the fields where runoff occurred,
C: Leakage from the waste pipes and sprinklers -action include -
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d, Repair all leaks prior to restarting pumps -
4 --
D: Leakaee from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irnigation pump.
c- Make sure no siphon occurs.
d- Stop all flo\,\:s in the house, flush systems, or solid separators.
December 18, 1996

I
e. Repair all leaks prior to restarting pumps.
E: Leaka-e from base or sidewall of lagoon. Often this is seepage as opposed to
flowin"-- leaks- possible action:
0
a- Dig a small sump or ditch away from the embankment to catch all seepage,
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
C>
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for whatduration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
L Could a future rain event cause the spill to reach surface waters?
Cr Are potable water wells in danger (either on or off of the property)?
h -- How much reached surface waters?
3: Contact appropniate aaencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office; Phone - � . After hours, emergency number: 919-733-3942.
Your phone call should include- your name, facility, telephone number, the details
of the incident from item 2 above, the exact location of the facility, the location or
direction of movement of the spill, weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b- If spill leaves property or enters surface waters, call local EMS Phone number -
C. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number
and local NRCS office for advice/technical assistance phone number -
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask- that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to rninirruize off-site
damage.
a.
b.
C.
Contractors Name:—
Contractors Address:
Contractors Phone:
2 December 18, 1996

6: Contact the technical specialist who certified the lagoon (NRCS, Consulting
Enstincer, etc.)
a. Name: — M � C:. lo*j NIA%M
b. Phone:-- -9to % %-in
7: Implement procedures as advised by DWQ and technical assistance agencies to
rectify the dama2 e, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
ZDI
3
Decemher 18, 1996

Im
SUMMARY OF PLANNED ACTIVITIES ON FARM 7368
THIS IS AN ESISTING FARM WHICH HAS BEEN OPERATING AS A FARROW TO
FEEDER OPERATION WITH TWO FINISHING HOUSES. THIS TYPE OPERATION
IS REFERRED TO AS A FARROW TO HALF FINISH, THIS PARTICULAR
FACILITY BEING A 900 HEAD FARROW TO HALF FINISH.
WE PLAN TO UPGRADE THIS FARM AND CONVERT IT TO A 1270 SOW FARROW
TO WEAN OPERATION. THIS UPGRADE WILL INVOLVE THE DEMOLITION OF
SEVERAL EXISTING STRUCTURES AND THE CONSTRUCTION OF TWO NEW BARNS
AND TWO NEW WASTE TREATMENT LAGOONS. A PART OF THE OVERALL
UPGRADE STRATEGY IS A CLOSURE PLAN FOR ALL EXISTING LAGOONS ON
THE FARM.
THE TOTAL VOLUME OF WASTE GENERATED ON THE FARM WILL BE LESS
AFTER THE CONVERSION THAN BEFORE. IN OTHER WORDS , THE PROPOSED
CHANGES ON THIS FARM DO NOT CONSTITUTE AN EXPANSION RATHER THEY
WILL BE AN UPGRADE AND MODERNIZATION WHICH WILL ENHANCE BOTH
PRODUCTION EFFICIENCY AND ENVIRONMENTAL SAFEGUARDS. THE WASTE
MANAGEMENT PLAN WHICH HAS HISTORICALLY BEEN UTILUIZED ON THE
FARM WILL BE CONTINUED. -
EXISTING OVERHEAD POWER LINES WILL BE RELOCATED AS NEEDED AROUND
NEW STRUCTURES.
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United States
Department of
Agriculture
Natural
Resources
Conservation
Service
WASTE MANAGEMENT FACILFrY SITE EVALUATION
GENERAL INFORMATION
NAME Fwm ':(o8 LOCATION SCCN\"��j
Ro. Qvuwvr- E�� 5 F, % �Qs
W—r.yow- 1-ic ZIB518
TELEPHONE 9%Q - 7 91 - -r,434- SIZE OPERATION 1204 SOW
;�'kg-qMV4 -It� *Ictm
NC -CPA -17
REV. 1, 2-96
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER jj/A Fr.
DISTANCE FROM NEAREST PUB11C FACILITY (schooL churdi, etc.) ti4A FT.
IS SITE WITIUN 100-YFAR FLOOD PLAIN?
YES NO --Z
If yes, NRCS 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 I 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 UT TLITIES IN CONSTRUCTION AREA?
YES NO
If yes, see Part 503 of the.National Engineering Manual and follow policy.
(Copies of maps or other reference materials way be attached to site
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND? YES NO
If yes, producer must complete Form NRCS-CPA-38 (Request for Certified
Wetland Determination/Delineation).
WILL ACTION RESULT IN SWAMPBUSTING? YB— NO
IF WETLANDS ARE INVOLVED. IT IS THE RES PONSIBILITY OF THE PRODUCER TO CONTACT THE US AR261Y CORP OF
ENGINEERS AND THE DIVISION OF ENVIRONMENTAL MANAGEMENT TO DVrERMINE IF PERMITS ARE REQUIRED -
IF WETLANDS ARE INVOLVED, M PRODUCER SHOULD NOT CLEAR ANY LAND UNTIL A WETLAND DELINEATION
IS MADE.
NRCS will provide t&hnical assistance in wetlands only under the following conditions. For natural wetiand
i inclusions less than one acre in size, KRCS will provide assistance only if the functions and values lost are fully
mitigated. For natural wetlands greater than one acre in size, NRCS will provide assist3nce only after a
rigorous sequencing process to include avoidance, minimization of impacts, and CDo1PCU53t0ry mitigation is
carried out in that order of preference
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WIT11 PRODUCER---
• PREDOMINANT WIND DIRECTION? YES NO
• PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST 112 YES NO
OF THE CAPACITY?
• USING GOOD SOUND JUDGMENT IN LAND APPLICATION YES NO
OF WASTE?
iEC4"

NC -CPA -17
REV. 1. 2-96
Page 2
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/Op, THREATENED SPECIES HABITAT PRESENT7
YES
NO
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING AREA OR
WILL PLANNED ACTIONS IMPACT ON AN ADJACENT NATURAL SCENIC AREA?
YES
NO
IS AN ARCHAEOLOGICAL OR HISTORICAL Srn LOCATED IN THE PLANNED AREA!
YES
NO
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT FARMLANDS IN THE
YES
NO
OPERATING UNM
WILL THE ACTION RESULT IN SODBUSTING?
YES
NO
If the answer to any ofthc above is yes, NRCS will not provide technical
assistance unless agency policy is followed.
WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY ALL WASTE YES V" NO
INCLUDING SLUDGE, ALTHOUGH SLUDGE MAY ONLY BE APPLIED INFREQUENTLY?
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES NO
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON LAND YES NO
ON WHICH TO APPLY WASTE?
(Attach Wastt Utitization Plati to site evaluation-)
SOIL INVESTjGATION - VALID ONLY IF SOIL INVESTIGATION
SEMLrr ATTACEIED'
IS SOIL SUITABLE FOR LAGOON? YES NO
IS A LINER REQUIRED? YES NO
TYPE OF LINER TO BE USED: CLAY BENTONITE SYNTHETIC
IF CLAY LINER IS TO BE USED, IS SUITABLE CLAY AVA11ABLE ON YES NO
SITE?
IF CLAY IS NOT AVAILABLE ON STM DOES LANDOWNER HAVE YES NO
ACCESS TO CLAY?
IS A CORE TRENCH REQUIRED? YES NO V �%156 L-1AC-1e)
(Attach soil investigation sheet to site evaluation.)
IS SUBSURFACE DRAIN = PRESENT? YES NO
(If yes, tile must be removed or plugged)
SITE APPROVED YES NO CONDIT10 NAL
COMMENTS
THIS SITE INVESTIGATION IS VALID FOR TWELVE MONTHS FROM THE DATE SHOWN BELOW. IF CONSTRUCTION
HAS NOT BEEN STARTED WITHIN TWELVE MONTHS, A NEW SITE INVESnGATION WJLL BE REQUIRED.
SIGNATURF-_Zx(, DATE I I in 14-7
Changes in the local or state law or changes in the standard could require a new site investigation.

SOIL INVESTIGATION TO DETERMINE SUITABILITY OF LAGOON SITE
Grower's Name CmAcst-05 17,c[2'5 TNe County agilLA'Jo
jDate I if, 2 ],12 7 State IV 0
SKETCH OF PROFOSED LAC,001V SHOWNG WHERE BORLVGS WERE MADE
-scc -To ?,a &I k
ONTO) sfrzj9l�)
Fa I? �-dc f, -v 1-q 4 5
-1
I A. Qz
A-6
IDeptti
cf3.9
5zs. a
Boring Number
Ft.
�2
6+3c,
Pt 7 +-;;t,
4
0 C-3
6
lie, - -1
8
9
10
5 �1
0-1
F1
T r-
5xn
_L-2
alfS'
(42:14D)
:5M
I
ISM
1'6
2-3
Isc
3-4
4-5
5-6
6-7
s m /'5 c
-'5'"
:5fn
7-8
8-9
W/ COU
I'W
5
9-10
OUTS
�c S-kcl
10-11
sol/
'12-13
* SHWT (Seasonal
ffigh Water Table)
Signature & Title //;/ A
. L J-
Date 1 1/2 7 7
-1

TYPES OF MATERIAL ENCOUNTERED IN BORING
1. Suitable material for liner is available Yes NO
Remarks:
2. Explain hazards requiring special attention in design (seepage, spring, rock, etc.)
3. General Remarks: The soil borings for this investigation represent only that particular confined area- If during
construction, different materials are encountered, necessary modifications will be made in design, At the time of certifi.-
cation, the waste treatment lagoon must meet all NRCS =ndards and specifications including liners, side slopes,
compaction, capacity and other requirements.
Depth
Boring Number
UNIFIED CLASSIFIC4 TION
11
12
13
14
GW
Well graded gravels, gravel, sand mix
17
Sc
Clayey sands-, sand -clay mixtures
GP
Poorly graded gravels
KL
Silts; silty, very sands; sandy or clayey silt
GM
Silty gravels-, gravel -sand -gilt rnix
CL
Clays of low to medium plasticity
GC
Clayey gravels; gravel -sand-clay mix
1-2
CH
Inorganic clays of high plasticity
SW
Well graded sands; sand -gravel mix
MIEI
Elastic silts
SP
Poorly graded sands
OL
Organic silts and silty clays, low plasticity
SM
Silty Sands
OR
Organic clays, medium to high plasticity
1. Suitable material for liner is available Yes NO
Remarks:
2. Explain hazards requiring special attention in design (seepage, spring, rock, etc.)
3. General Remarks: The soil borings for this investigation represent only that particular confined area- If during
construction, different materials are encountered, necessary modifications will be made in design, At the time of certifi.-
cation, the waste treatment lagoon must meet all NRCS =ndards and specifications including liners, side slopes,
compaction, capacity and other requirements.
Depth
Boring Number
Ft.
11
12
13
14
15
16
17
.18
19
20
0-1
1-2
2-3
34
4-5
5-6
6-7
7-8
8-9
i9-10
10-11
11-12

CARROLL'S FOODS, INC.
P. 0. Drawer 856
WARSAW, NORTH CAROLINA 28398
IMPORTANT INFORMATION
ABOUT LAGOON CONSTRUCTION
LISTED BELOW IS A BRIEF SUMMARY OF VOLUMES AND OTHER
DATA: (SEE CONTENTS OF PLAN FOR MORE INFORMATION)
MAaK LA4-4�a,4
EXCAVATION 24587 --- cubic yards
FILL (pad & dike) 5135 --- cubic yards
TOP SOIL (minimum 311 thick) 300 --- cubic yards
CLAY LINER (represents a complete liner) 6615 --- 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 an 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 NRCS Conservationist regarding mulching)
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LAGOON DESIGN
perator:Farm 168 County: SCOTLAND Date: 02/20/97
as the site evaluation been completed & approved: YES
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
1200 sows (farrow to wean) x 433 lbs.
519600 lbs
0 head (wean to feeder) x 30 lbs.
0 lbs
Describe other :
0 lbs
Total Average Live Weight
519600 lbs
2.
MINIMUM REQUIRED T REATMENT VOLUME OF LAGOON
volume = 348132 cubic ft (includes 0 cu.
ft. add. treat. vol.)
13.
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 88800.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
332.0
inside top width (feet) ----------------------
300.0
Top of dike elevation (feet) -----------------
48.07
Bottom of lagoon elevation (feet) ------------
34.50
Freeboard (feet) -----------------------------
1.00
Emergency spillway depth of flow(feet) ------
0.00
Side slopes (inside laqoon)-7 ----------------
3.0 1
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH DEPTH
3.0 3.0 3.0 3.0 326.0
294.0 12.57
AREA OF TOP
LENGTH * WIDTH
326.0 294.0
AREA OF BOTTOM
LENGTH * WIDTH
250.6 218.6
AREA OF MIDSECTION
LENGTH * WIDTH * 4
288.3 256.3
95844 (ARFA OF TOP)
54772 (AREA OF BOTTOM)
295543 (AREA OF MIDSECTION * 4)
CU. FT. = KAREA TOP + (4*ARF-A MIDSECTION) + AREA BOTTOMU DEPTH/6
95844 295543 54772 2.10
Total Designed Volume Available 934703 CU. FT.

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(I TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width ) + Surface area of connecting waste facility
332.0 300.0 0.0
99600.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 99600.0 square feet
Design temporary storage period to be 180 days.
A. Volume of waste produced
Feces & urine production in gal./day per 135 1b. ALW 1.37
Volume = 519600 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 949136 gals. or 126889.8 cubic feet
B. Volume of excess water
Volume = 3483.6 gallons/day 180 days storage/7.48 gallons
per CF
Volume = 83828.8 cubic feet
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evapi?ration by largest amount.
180 days evaporation 12.7 inches
180 days rainfall 21.0 inches
Volume = 21.0 in * DA 12 in. p�-r ft. = 174300 cubic feet runoff
Volume = 12.7 in * lagoon DA/12 in./ft = 105410 cubic feet evap.
Volume = 68890 cubic feet
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Volume of 25 year 24 hour storm 7.0 in.
Volume of "Heavy Rain" 7. 0 in.
Volume = 14.0 inches / 12 inches per foot * DA
Volume = 116200 cubic feet
Additional volume as follows:
TOTAL REQUIRED TEKPORARY STORAGE
5A.
126890
cubic
feet
5B.
83829
cubic
feet
5C.
68890
cubic
feet
5D.
116200
cubic
feet
5E.
0
cubic
feet
TOTAL
395809
cubic
feet
qvj vri 61 �ix 4
Temporary storage per
180
Rainfall during wettest period of storage===>
21.0
Evaporation during storage period===========>
12.7
25 year - 24 hour rainfall==================>
7.0
Heavy rain=====
7.0
Freeboard====
1.00
Side slopes
3.0
Inside top
332.0
Inside top width
300.0
Emergency spillway elevation(if planned)====>
47.07
Top of dike elevation=======================>
48.07
Bottom of lagoon elevation========---=--->
34.50
Top of sludge elevation============ ========>
36.06
Total required volume=======================>
832741
Actual design volume========================>
934703
Seasonal high watertable elevation (SHWT)===>
42.40
Stop pumping
42.40
Must be > or = to the SHWT elev.==========>
42.40
Must be > or = to min. req. treatment el.=>
40.50
Min. Required treatment volume==============>
348132
Volume at stop pumping elevation============>
437540
Start pumping
45.70
Must be at bottom of F.B. & 25 yr. rainfall
& heavy
Act. vol. less 25 yr. and heavy rainfall====>
818503
Volume at start pumping elevation===========>
806857
Required volume to be pumped================>
279609
Actual volume planned to be pumped==========>
280403
Min. thickness of soil liner wben required==>
1.8
DESIGNED BY:
DATE: .1-/;U 197
days
inches
inches
inches
inches
f eet
: 1
feet
f eet
f eet
f eet
feet
f eet
CU.
cu.
f eet
f eet
f eet
f eet
ft.
ft.
cu. f t.
cu. f t.
f eet
rain
cu. f t.
cu. f t.
cu. f t.
cu. f t.
f eet
APPROVED BY: /,� -
-:zy 4"
DATE: 405-147

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1.
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Ltkek VoLOME5
FARm =9-- 68
Volume of 25 year 24 hour storm 7.0 in.
Volume of "Heavy Rain" 7.0 in.
Volume = 14. 0 inches / 12 inches per f oot, * DA
volume = 124299 cubic feet
Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A.
126890
cubic
feet
5B.
83829
cubic
feet
5C.
73692
cubic
feet
5D.
124299
cubic
feet
5E.
0
cubic
feet
TOTAL
408710
cubic
feet
SUFR4"Y
TeTporary storage period====================>
180
days
Rainfall during wettest period of storage===>
21.0
inches
Evaporation during storage period===========>
12.7
inches
25 year 7 24 hour rainfall===============—=>
7.0
inches
Heavy rain==�� ------------------
7.0
inches
Freeboard=--- --------
1.00
feet
Side slopes — --- ----------
3.0
: 1
Inside top
342.8
feet
Inside top
310.8
feet
Emergency spillway elevation(if planned)====>
47-07
feet
Top of dike elevation�—= --------------- ===>
48.07
feet
Bottom of lagoon elevation==================>
32-70
feet
Top of sludge elevation=========--===�—==�>
36.06
feet
Total required volume============�=====�-==>
845642
cu. ft.
Actual design volume========= -------- �======>
1113319
cu. ft.
Seasonal high watertable elevation (SHWT)===>
42.40
feet
Stop pumping
42.40
feet
Must be > or = to the SHWT elev.==========>
42-40
feet
Must be > or = to min. req. treatment el.=>
38.70
feet
Min. Required treatment volume==============>
348132
cu. ft.
Volume at stop pumping elevation============>
474290
cu. ft.
Start pumping
45-70
feet
Must be at bottom of F.B. & 25 yr. rainfall
& heavy
rain
Act. vol. less 25 yr. and heavy rainfall====>
989020
cu. ft.
Volume at start pumping elevation===========>
976261
cu. ft.
Required volume to be pwnkjed—=�=========>
284410
cu. ft.
Actual volume planned to be pumped==========>
301593
cu. ft.
Min. thickness of soil liner when required=-->
2.1
feet
DESIGNED BY: 4xa:xa f AJW� APPROVED BY:
DATE: ;)y 7,t 197 DATE:
10 f 1 31 '3 QA
-3 r
L ig ffQ- 91K, 10 A` tl
66, 15 cAA--es
Vol' DIAIA -
27 eAL.
.:Z.5

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HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner Car -roll's Foods, Inc., Farm #68 Main Layoon County Scotland
Estimated Depth of Water to Top of Dam +5' Ft. Length of Flood Pool 400 Ft.
Date of Field Hazard Investigation 1/27/97 -
Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden
dam failure.
Describe potential for loss of life and damage to existing or probable future downstream improvements
for a sudden breach. - A sudden failure of the structure will not endp er-fife nor cause significant
gj—
damage to buildings. agricultural land. or vublic roadways. The structure is aDDroximatelv 400 feet from
a tributaEy leadiLig to Gum SwgW Creek and apDroximately 1,900 feet from -SR 1303.
Hazard Classification of Dam (A, B, C) (see NEM -Part 520.21) A
NRCS Dam Classification (1, H, III, IV, V) IV
B (— -lel 2%mi Aj Date !g/<
M. Floyd Adams, P.E.0
Est. Elev.
Est. Elev.
Kind of 'Improvements:
of Breach
Reach
Length:
Width Slope *Land Use
Improvements
Above
Floodwater Above
Flood Plain
Flood Plain
Ft.
Ft. % Farmland
None
±30
N/A
400
200 1-2%
2
3
Describe potential for loss of life and damage to existing or probable future downstream improvements
for a sudden breach. - A sudden failure of the structure will not endp er-fife nor cause significant
gj—
damage to buildings. agricultural land. or vublic roadways. The structure is aDDroximatelv 400 feet from
a tributaEy leadiLig to Gum SwgW Creek and apDroximately 1,900 feet from -SR 1303.
Hazard Classification of Dam (A, B, C) (see NEM -Part 520.21) A
NRCS Dam Classification (1, H, III, IV, V) IV
B (— -lel 2%mi Aj Date !g/<
M. Floyd Adams, P.E.0

OPERATION AND MAINTENANCE PLAN SHEET I OF 2
------------------------------
Rkla LAG004
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 yr - 24 hr storm for the location and a
heavy rain factor. 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 heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
Pumpinq 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. Before wastes are introduced, the. waste treatment lagoon shall be
charged to 1/2 its treatment volume 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 45.70 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 42.40 . This temporary
storage less 25 yr and heavy rain contains 280403 cubic feet or
2097414 gallons.
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SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. 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. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. if sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.

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MNIN %--Aa2:C.)g4 SHEET I OF 3
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 equipment shall travel in a -direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot"
or tamping roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use 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 1.8 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, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a NRCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
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SHEET 2 OF 3
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 unless otherwise specified. 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 sheepsf oot
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 specified, the contractor shall construct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations
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SHEET 3 OF 3
and the side slopes shall be 1:1 or flatter. When tile drains are
encountered, the tile shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a tile line exists above the embankment it shall be
rerouted around the lagoon in an approved location. Backfilling
and compaction, in the trench shall be in accordance with the EXCAVATION
AND EARTHFILL PLACEMENT requirements.
BOTTOM AND EDGES
---------------
The bottom of all lagoons shall be approximately level. The side
slopes shall be uniform from top to bottom. Scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping roller to decrease the permeability
of the finished bottom and side slopes.
QUALITY ASSURANCE
-----------------
During construction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
as necessary to verify proper construction. Testing will be required
as deemed necessary by the inspector and/or designer.
During construction of a clay liner, a qualified construction
inspector as designated by the designer must be on site during con-
struction as necessary to verify the liner is installed in accordance
with NRCS South National Technical Center (SNTC) Technical Note
716 (Revised September 1993). In the absence of supervision of
construction by a qualified inspector, the liner must be tested to
verify a maximum hydraulic conductivity of 0.000001.25 cm/sec.
When testing is required, the owner will be responsible for furnish-
ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
performed by a certified laboratory.

I
IAREA TO BE SEEDED:
I]
IF
IF
4
I
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1
1
I
I
SEEDING SPECIFICATIONS
----------------------
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
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
20.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY I 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.

Swine Confinement
Building
Finished Floor Eley.
Top Pod Elev. Sump
013 Pod Elev,
8" Pipe
Invert Elev.
TYPICAL CRCI.J'S=SECTION
Single'Stage Lagoon - Pit Recharge Design
C:�CfA �AWZI County, NC
r-6km :k �3LB �A l w L A & o o t4 - �_: ,< , -T ( m c, + w k�; A �� N s,
Total Design Storage Elev. _�ja
Invert Outlet Pipe Elev.
Stop Pump Elev. ___L4�',
Bottom Elev. ao.,60
Support post
� a
ettled I op Darn
Add 5% Sellteme
Constructed Top E
K �11 2@
flu
(j)
Natdf.aj!�G,ro ' qr�l
1�8 FT. -DESIGN MIN. CLAY LINER -THICKNE,SS
Core
areas of unsuitable material encountered dUdng
Trench
of lagoon slopes and bottom will be excavated below grade (for "'i. co
the minimum clay liner thickness), backfilled (with approved soil
material) & compacted (to clay liner constructl specIncations Remove overburden material and
In design).....ses soils. Investigation V establish embankment/core on firm
soil material .... see soils Investigation
M -TAN FL,;�CgL�E pLptj -j%5 qt-SZOAg�._Z fty.,C _r 4 T,
SQ I%N EWW�L WrLr_
R.Horton, Ill (VOS)

� � � � � � M M M M M M M M M M M M =
R
Contour plot of
Existing
Project: CARROLLS FARM #68
Drawing: FARM 468 RETROFIT
Numbe,7:
Locat ion:
Bid Cate:
Enginsur:
Owner:
Estimator:
Prepared bW: using Sitswork
44
45

mum am � m m m m m m m� � m m
F!]
.07
07
Z. 20
: CARROLLS FARM #68: FARM #68 RETROFIT: Proposed 20 FEB e7 2:61 PM

go � �m m
SS.00 I
69.98
45.00
40.00
35.00
Proppmed
............................ ....................................................... ............................................................................................................................................................ ..................... 1-11.1-1 ................... ..............
................................................... ....... ..............
.... ...... ..... .. ......... .. .. .......... ........... ........ ...... .................................................................. ................. ....................................
30.00
(BB4.74,783.25)
CAPROLLS FARM 068: FARM #68 RETROFIT
<331.59>
(886.33,763.36)
20 FEB 97 2:51 PM

C
M MM M M mmm mmm M
Plot of all date for the surface:
Project: CARROLLS FARM #88
Drawing: FARM #68 RETROFIT
Number:
Location:
Bid Date:
Enginver:
Ownwrl:
Estimator:
Prepared bU: using Sitawark
97
.07
S.2e

� � M M M M = = = = M M M M M M M M M
R
Plot of the contour data for the surface:
Proposed
Project: CARROLLS FARM *68
Drawing! FARM #68 RETROFIT
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimato
Prepared bW: using Sitswork
.07

� � m m m m m m m m m m m m m m m m m
C
Plot ar the sloping lines for the surface:
.Proposed
Projectt CARROLLS FARM *88
Drawing: FARM 068 RETROFIT
Numbert
Locatiam:
Bid Date:
Engineer:
Owner:
IEstimator:
Prepared bU: using Sitawork
187
.07
a .2e

�Urvms:m M M M M M M M M M M M M M M M M
Proposed
Existing
Tight Volumes
Expansion
Expanded Volumes
cut:
24587.81
0.00
24587.81
Fill:
3950.00
30.00
5135.00
Difference:
20637.81
Net Export:
19452.81
All volumes
are in cubic yards.
Grid cell size: 7.02 by 7.01
original scale: 100-00ft/in
Project: CARROLLS FARM #68
Drawing: FARM #68 RETROFIT
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

Orientation: -45.0
''''
-- .'
Z iicai16.9 Inclination: ew.m
Lower Loft
30 Mush Surface
Proposed
Project: CARROLLS FARM 068
Drawing: FARM 068 RETROFIT
Bid Date:
Prepared bW: using Sitawork
oo Mush Surface

orientation: -ws,m z M&R iimmt1
-
~' ''� -'
.~ '' ~'
' '
'~~ '',
54.0 '''' .''�
.
''
''~ `~
se. ''~^ '^''' ^
'''.'~'~ '''''.`.
| '^'- '�
�w.w�^''�
IncLination: 20.0
Lower Left
30 Mush Surface
Existing
Project: CARROLLS FARM #68
Drawing: FARM #68 RETROFIT
Bid Data:
Engi r17 or*.
Prepared bW: using Sitework
3DMush Surface
*m.m
/''''~''
46,w
_''^
`74
^*.`�'````
42. Oe
^````` `'``
-``````````
Lower Left
30 Mush Surface
Existing
Project: CARROLLS FARM #68
Drawing: FARM #68 RETROFIT
Bid Data:
Engi r17 or*.
Prepared bW: using Sitework
3DMush Surface

� � � � � M M M M M M M = = = M M = M
C
Plot of all data for the surface:
Existing
Project: CARROLLS FARM #68
Drawing: FARM 068 RETROFIT
Number:
Location:
Bid Data:
Engineer:
Owner,
Estimator:
Prepared bU: using Sitework
3.80
;. 80
1.60
i. 20
.So
5.20

Plot of all data for the surface:
Proposed
Project: CARROLLS FARM #68
Drawing: FARM 088 RETROFIT
Number:
Location:
Bid Date!
Engineer:
Owner:
Estimator:
Prepared bW: using Sitawark
).87
e. 97
50.97

� � � M � M M � � M = M M = = M M = M
Plot of all data for the surface:
Proposed
Project: CARROLLS FARM 066
Drawing: FARM #68 RETROFIT
Number:
Location:
Bid Onto:
EnginHar:
Ownsr:
Estimator:
Prepared bW: using Sitework
61.73
61.64

I
IMPORTANT INFORMATION
ABOUT LAGOON CONSTRUCTION
LISTED BELOW IS A BRIEF SUMMARY OF VOLUMES AND OTHER
DATA:(SEE CONTENTS OF PLAN FOR MORE INFORMATION)
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 an 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 NRCS Conservationist regarding mulching)
EXCAVATION
1706---
cubic
yards
FILL (pad & dike)
621---
cubic
yards
TOP SOIL (minimum 311 thick)
97---
cubic
yards
CLAY LINER (represents a complete liner)
594---
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 an 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 NRCS Conservationist regarding mulching)

LAGOON DESIGN
Operator
FARM #68 ISOLATIO$County: SCOTLAND
0
Has the
site evaluation been completed
&
approved:
The
1. AVERAGE LIVE WEIGHT (ALW)
lbs
16800
lbs
0
sows (farrow to finish)
x
1417
lbs
0
sows (farrow to feeder)
x
522
lbs
0
head (.finishing only)
x
135
lbs
0
sows (farrow to wean)
x
433
lbs
0
head (wean to feeder)
x
30
lbs
Describe other :
Date- 04/15/97
YES
0
lbs
0
lbs
0
The
0
The
0
lbs
16800
lbs
Total Average Live Weight 16800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 16800 cubic ft (include
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 4250.4 cubic feet
4. TOTAL DESIGNED VOLUME
0 cu. ft. add. treat. vol.)
inside top length (feet) --------------------
Inside top width (feet) ---------------------
Top of dike elevation;(feet) ----------------
Bottom of lagoon elevation (feet) -----------
Freeboard (feet) ----------------------------
Emergency spillway depth of flow(feet) ------
side slopes (inside lagoon) -----------------
Total design volume using prismoidal formula
SSIEND SSIEND SSISIDE SS/SIDE LENGTH
3.0 3.0 3.0 3.0 94.0
AREA OF TOP
LENGTH * WIDTH
94.0 104.0
AREA OF BOTTOM
LENGTH * WIDTH
34.0 44.0
100.0
110.0
48.25
37.25
1.00
0.00
3.0 : I
WIDTH DEPTH
104.0 10.00
9776 (AREA OF TOP)
1496 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
64.0 74.0 18944 (AREA OF MIDSECTION * 4)
CU. FT. [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
9776 18944 1496 1.67
Total Designed Volume Available 50360 CU. FT.

5. TM4PORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * width ) + Surface area of connecting waste facility
100.0 110.0 0.0
11000.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area
TOTAL DA 11000.0 square feet
Design temporary storage period to be 180 days.
5A. volume of waste produced
Feces a urine production in gal./day per 135 lb. ALW 1.37
Volume = 16800 lbs. ALW/135 lbs. ALW * 1.37 gal/da 18 0 days
Volume = 30688 gals. or 4102.7 cubic feet
5B. Volume of excess water
Volume = 112.6 gallons/day 180 days storage/7.48 gallons
per CF
volume = 2710.4 cubic feet
5C. Volume of rainfall in excess of evaporation
use period of time when rainfall exceeds evaporation by largest am unt.
180 days evaporation 12.7 inches
180 days rainfall 21.0 inchen
Volume = 21.0 in * DA 12 in. per ft. = 19250 cubic feet runoff
Volume = 12.7 in * lagoon DA/12 in./ft = 11642 cubic feet evap.
volume = 7608 cubic feet

I
TOTAL REQUIRED TElIP13RARY STORAGE
5D. volume of
25 year 24
hour ator 7.0 In,
Volume of
9Heavy Rain
7.0 in.
volume
= 14.0
inches / 12 inches per foot * DA
volume
= 12833
cubic feet
1 52. Additional volume as follows:
TOTAL REQUIRED TElIP13RARY STORAGE
SA. 4103 cubic f eet
5B. 2710 cubic f eet
5C. 7608 cubic f eet
5D. 12833 cubic f eet
SE. 0 cubic feet
TOTAL 27255 cubic feet
6. SUMMARY
Temporary storage period===================>
180
days
Rainfall during wettest period of storage==>
21.0
inches
Evaporation during storage period==========>
12.7
inches
25 year - 24 hour rainfall=================>
7.0
inches
Heavy
7.0
inches
1.00
feet
Side
3.0
: I
inside top
100.0
feet
Inside top
110.0
feet
Emergency spillway elevation(if planned)===>
47.25
feet
Top of dike elevation======================>
48.25
feet
Bottom of lagoon.elevation=================>
37.25
feet
Top of sludge elevation====================>
39.40
feet
Total required volume================�=====>
48305
cu. ft.
Actual design volume=======================>
50360
cu. ft.
Seasonal high watertable elevation (SHWT) ==>
43.70
feet
Stop pumping
43.70
feet
Must be > or = to the SHWT elev.=========>
43.70
feet
Must be > or = to min. req. treatment el.>
43.25
feet
Min. Required treatment volume=============>
16800
cu. ft.
Volume at stop pumping elevation===========>
18187
cu. ft.
Start pumping
45.80
feet
Must be at bottom of F.B. a 25 yr. rainfall
heavy
rain
Act. Vol. less 25 yr. and heavy rainfall===>
37527
cu. ft.
Volume at start pumping elevation==========>
37397
cu. ft.
Required volume to be pumped===============>
14421
cu. ft.
Actual volume planned to be pumped=========>
14793
cu. ft.
Min. thickness of soil liner when required=>
1.5
feet
7. DESIGNED BY: QOW APPROVED BY:
/U
DATE: DATE:

I
t D. Volume of 25 year 24 hour storm 7.0 in.
Volume of "Heavy Rainil 7.0 in.
volume = 14.0 inches / 12 inches per foot * DA
Volume = 15133 cubic feet
Additional volume as follows:
11
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DATE: S-3-17
1� c—P
�sD. 3 C
16,04-1 cu
Z -7
DATE:
-Tz-)PSOIL ( DArA 0ALI�
4ao' �-, ;2-s; -,,- 0-75 `.-Z-7 -- n7a---,d5-
TOTAL REQUIRED TEMPORARY STORAGE
5A. 4103 cubic feet
5B. 2710 cubic feet
5C. 8972 cubic feet
5D. 15133 cubic feet
5E. 0 cubic feet
16.
TOTAL 30918 cubic feet
SUMMARY
Temporary storage period====================>
180
days
Rainfall during wettest period of storage===>
21.0
inches
Evaporation during storage period======-====>
12.7
inches
25 year - 24 hour rainfall==========�-======>
7.0
inches
Heavy
7.0
inches
Freeboard======================= ---- ===—===>
1.00
feet
Side
3.0
: I
Inside top length====================--'====>
109.0
feet
Inside top width====�-==�====�-==== --------- >
119.0
feet
Emergency spillway elevation(if planned)====>
47.25
feet
Top of dike elevation===== ---------------- ==>
48.25
feet
Bottom of -lagoon elevation=—===============>
35.75
feet -
Top of sludge elevation======----===========>
39.40
feet
Total required volume=== --------
51968
cu. ft..
Actual design volume=—===�—= ---- =========>
66401
cu. ft.
Seasonal high watertable elevation (SHWT)===>
43.70
feet
Stop pumping
43.48
feet
Must be > or = to the SHWT elev.==========>
43.70
feet
Must be > or = to min. req. treatment el.=>
41.75
feet
Min. Required treatment volume==============>
16800
cu. ft.
Volume at stop pumping elevation======�—==>
21928
cu. ft.
Start pumping
45.60
feet
Must be at bottom of F.B. & 25 yr. rainfall
& heavy
rain
Act. vol. less 25 yr. and heav all====>
rainf
51268
cu. ft.
.y
Volume at start pumping elevation===========>
48907
cu. ft.
Required volume to be pumped== ----- =========>
15785
cu. ft.
Actual volume planned to be pumped==========>
17818
cu. ft.
Min. thickness of soil liner when required==>
1.7
feet
DESIGNED BY: 4 APPROVED BY:
11
11
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DATE: S-3-17
1� c—P
�sD. 3 C
16,04-1 cu
Z -7
DATE:
-Tz-)PSOIL ( DArA 0ALI�
4ao' �-, ;2-s; -,,- 0-75 `.-Z-7 -- n7a---,d5-

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HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner Carroll's Foods, Inc., Farm #68 Isolation Lagoon County Scotland
Estimated Depth of Water to Top of Dam +4 Ft. Length of Flood Pool 100 Ft.
Date of Field Hazard Investigation 1/27/97
Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden
dam failure.
Describe potential for loss of fife and damage to existing or probable future downstream improvements
for a sudden breach. A sudden failure of the structure will not endanger life nor cause significant
damage to buildings, aEncultural lan—d or -public roadwgys. The structure is gpproximately 200 feet from
a tribugM leading to Gum Syarnp Creek and Wroximately 1700 feet from SR 1303.
Hazard Classification of Dam (A, B, Q (see NEM -Part 520.21) A
NRCS Darn Classification (I, H, 111, IV, V)
_lq -yp
By _ Date '7
M, Floyd Adarns, P.E.
Est. Elev.
Est. Elev.
Kind of ,Improvements::
of Breach
Reach
Length Width
Slope Land Use Improvements Above
Floodwater Above
Flood Plain
Flood Plain
Ft. Ft.
% Farmland None ±30
N/A
1
100 100
.1
2
3
Describe potential for loss of fife and damage to existing or probable future downstream improvements
for a sudden breach. A sudden failure of the structure will not endanger life nor cause significant
damage to buildings, aEncultural lan—d or -public roadwgys. The structure is gpproximately 200 feet from
a tribugM leading to Gum Syarnp Creek and Wroximately 1700 feet from SR 1303.
Hazard Classification of Dam (A, B, Q (see NEM -Part 520.21) A
NRCS Darn Classification (I, H, 111, IV, V)
_lq -yp
By _ Date '7
M, Floyd Adarns, P.E.

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 am unt
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 in storage for the 25 yr - 24 hr storm for the location and a
heavy rain factor. 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 heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
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. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume 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 recomm nds 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 45A0 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 43.70 . This temporary
storage less 25 yr and heavy rain contains 14793 cubic feet or
110651 gallons.

11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. if sludge has encroached into the
treatment volume, the sludge will be rem ved and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes an possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material an approved by an engineer.
SHEET 2 OF 2
4. The recommended maximx= a unt to apply per irrigation and
recommended maximuTm application rate in shown in the waste utilization
plan. 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. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jugn holes develop.
B. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff in to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. if sludge has encroached into the
treatment volume, the sludge will be rem ved and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes an possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material an approved by an engineer.

SHEET 1 OF 3
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 equipment shall travel in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot"
or tamping roller. compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
use the more impervious materials from the required
For the embankment,
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 1.5 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, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a NRCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 3
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
durinq 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 unless otherwise specified. 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 �eeding 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 specified, the contractor shall construct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations

SHEET 3 OF 3
and the side slopes shall be 1:1 or flatter. When tile drains are
encountered, the tile shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a tile line exists above the embankment it shall be
rerouted around the lagoon in an approved location. Backfilling
and compaction in the trench shall be in accordance with the EXCAVATION
AND EARTHFILL PLACEMENT requirements.
BOTTOM AND EDGES
---------------
The bottom of all lagoons shall be approximately level. The side
slopes shall be uniform from top to bottom. Scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping roller to decrease the permeability
of the finished bottom and side slopes.
QUALITY ASSURANCE
-----------------
During construction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
as necessary to verify proper construction. Testing will be required
as deemed necessary by the inspector and/or designer.
During construction of a clay liner, a qualif ied construction
inspector as designated by the designer must be on site during con-
struction as necessary to verify the liner is installedin accordance
with'NRCS South National Technical Center (SNTC) Technical Note
716 (Revised September 1993). In the. absence of - supervision of
construction by a qualified inspector, the liner must be, tested to
verify a- maximum hydraulic conductivity of 0. 000001. 25 cm/sec.
When testing is required, the owner will be responsible for furnish-
ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
performed by a certified laboratory.
I
I
I
I
I
I

L.P.GoaN
jlSot.A:TM5rA
SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 0.5 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 I TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLAI BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 To JUNE 15
4.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL I TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES.: JANUARY I 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:'
500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
1.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
50.0 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 CULTIPAC KER
OR SIMILAR EQUIPMENT. APPLY 14ULCH 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.

. 1-
Swine Confinement
Building
Finished Floor Eley,
sump
TOP Pad Elev,"�a�y.
TYPICAL CRC. -JS -SECTION
SingleStage Lagoon - Pit Recharge Design
Sic- 0+ County, NC
0J
U.
Total Design Storage Elev.
Invert Outlet Pipe Elev.
Stop Pump Elev. q -�, -7c,
Bottom Elev.
8" Pipe
Invert Elev. suppo post
r- I- -
Settled I op Dam
Add 5% Settleme
Constructed Top C
N6lueal!GrOund
IL
FT. - OESIGN MIN. CLAY LINER:T01P�N,E-
-
F
areas of unsuitabla material encountered d udn9p.6nstru an
of lagoon slopes and bottom will be excavated below grade' (for -
co
the minimum clay liner thickness), backnIled (w1th approved soil'..:
material) & compacted (to clay liner cons(rucUon specifloations
In design) ..... see soils Investigation
7—'--- — - --, - .
core /. A
Trench
Remove overburden material and
aslablish embankmenVoore on firm
soil material .... see soils Investigallon
A. Hodon, NRCS (ZMS)

mftumnespm
� � � �
� � �
� � M M M M M M M
Proposed
Existing
Tight Volumes
Expansion
Expanded Volumes
Cut:
1706.71
0.00
1706.71
Fill:
477.93
30.00
621.31
Difference:
1228.78
Net Export:
1065.40
All volumes are
in cubic yards.
Grid cell size: 5.96 by 6.01
Original scale: 100.00ft/in
Project: CARROLLS FARM #68
Drawing: ISOLATION LAGOON
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

� � � � � � M M M M M M M M M M M M M
Plot of all data for the surfacut
Proposed
Project: CARROLLS FARM #68
Drawing: ISOLATION LAGOON
Number":
Location:
Bid Data:
Engineer:
Owner:
Estimator-.*
Prepared bW: using Sitework
20
VA

� � � � � � = m � � = m = = m = m = m
48. ee
48-00
44.00
42.00
40-00
38.00
Proposad
36. 00 '
(388.81,871.20)
CARROLLS FARM #68t ISOLATION LAGOON
L< J37. So >
(462.69,766.06)
e4 MAR 97 09:08 AM

CONSERVATION APPLICATION
AND AGREEMENT
Xelween
Scotland -Soil and Water Conservation District, Scotland County
HaNair Fa Laurinburg, N.C.
(OWNER OR OPERATOR) 4ADDRESS) (AGRrENAENT 4-CREV
NUmSER)
I request help from my Soil and Water Conservation District in developing a soil and water conservation plan
for my land, such plan to meet the requirements of. any watershed activities. I intend to use my land within its
capabilities and treat it according to its needs, and will cooperate in making the land use adjustments and in
applying and maintaining the conservation practices that I plan. I will use any materials furnished by the District
as indicated in my conservation plan.
We, the Supervisors of the District, will furnish technical assistance, materials and supplies as available to
help plan, apply, and maintain the needed soil and water conservation measures.
It is mutually agreed that: (1) Neither the District, its representatives, nor the owner or operator will be
liable for any damage to the other's property or personal injury resulting from the planning or carrying out of the
soil and water conservation plan, unless such damages are caused by negligence or misconduct. (2) This agreement
will remain in effect until terminated by change of ownership or operator or by either party giving sixty (60) days
written notice to the other.
a�_ r_
L IY-7!1
(OWNE?h OR OPERATOR) (DATE)
SOIL AND WATER CONSERVATION DISTRICT
BY
(SUPERVISOR) (DATE)
rORM 321 STATE SOIL & WATER CONSERVATION COMMITTEE
ISSUED 3-72 P. 0. BOX 27687. RALEIGH, NORTH CAROLINA 27611

McNair Farms
c/o -Al Lane
Box 1549
Laurinburg, N. C. 28352.
Scotland
IYLR'Nlr A%ffl-)M1!r FW-05Fff,
AGRONOMIC DIVISION
North Carolina Department of Agriculture
Raleigh, North Carolina 27611
DATE:
REPORT NUMBER:
r,41
February 28, 1986
734
\M/1
01,,.0,4
-THE TARHEEL
STATE -
I
I
IlLiquid
Volume
Liculd Vc]uMe
PERCENTAGE EXPRESSED 0.1 WK30W
BASIS
PARTS PER MILLION EXPRESSED OrXXjtW&=0W BASIS
P
Phosphorous
K
Potassium
Ca
Calci um
Mg
Mqgnesium
S
Sulfur
Fe
Iron
Mn
Manganese
Zn
Zinc
Cu
Copper
so
Boron
Mo
Molybdenum
LAB SAMPLE1 CROP
NUMBER NUMBER
120-86
Lagoon
.013
.002
.007
.004
.001
8.6
1.0
2.4
.4
'I'Upper
I
McCall)
LBS.
OF ELVENT/10
0 GAL.
I
1.08
.17
.58
.33
.08
.07
.01
.02
.003
P205
K20
1 .39
1.70
1
SUFFICIENCY CODE: D - Deficient
L- Low
S - Sufficient
H High
E - Excess
Recommendations:
Q. Ray Canipbe I I
AGRONOMIST
­.— A-

Nc.coNs-a
U.S. DEPARTMENT OF AGRICULTURE
6. OIL CONSLRVATION SV64VICV
RECORD OF COOPERATOR'S DECISIONS
AND PROGRESS IN APPLICATION
I _# 6 &V -
DOPERATOR MnNjqjr�F1r=S__
ASSISTED BY B - J. Cook
DATE 3-11-86
FIELD
PLANNED
APPLIED
LAND USE AND TREATMENT
MONTH
NuMBER
AMOUNT
YEAR
AMOUNT
AND
YEAR
Waste Management Systems
3
79
86
After taking a field trip to Clinton with
Farm Man ager Al Lane and Tew Fulton, a roll -re,
system that will hook up to hydrants in the fi.
was selected. Dr. Sneed and Jim Barker of NCS1
met with Al and I on 11-18-85 and decided that
a 70 hp, electric motor pump would be needed.
This would give us 160 psi at.the sprayer'and
that they would need to install 200 psi pipe
in using a buried hydrant system.
This roll -reel system will be pumping
g -waste out of a 6.9 acre waste storage pond.
This size pond was built in April, 1985 withou
a SCS design. However, available capacity
exceeds volume of manure generated. The reaso:
for such a large waste storage pond is that
4cNairs had earlier hauled in fill material an,
3uilt a small dike. McNairs decided that it ;,
4ould be cheaper to use the land as is and spe�
is little money as possible for a waste�stora&
:)ond and put ' the money toward a irrigation
ystem. Thus , very little money was spent on
shaping and smoothing out a storage pond, so w
have a 6.9 acre pond averaging 4 ft. in depth.
McNairs did dig out a solid seperator pit in
front of the huge storage pond. This will all
for the solids to fall out, the liquids rise a
flow out a pipe into the waste storage pond,
solids free so that the pump will not get
clogged up. The pit can be cleaned out easily
as needed. Due to the pit system, the concent
tion is very weak compared to the other system
at the McArn Bay Farm.
The buried pipe system will be laid out
by SCS. Hydrants will be placed every 300 ft,
due to the 150 ft spraying capacity.

NC.r OHS -9
2-71
U. S. DEPARTMEmT OF AGRICULTuRE
5011- cot4st:14 V A Too" sup4VICE
RECORD OF COOPERATOR'S DECISIONS
AND PROGRESS IN APPLICATION
_AOPERATOR
ASSISTED BY
DATE
concenuraLion unan Ene average. xnLb
the solids- pit.
PLANNED
APPLIED
FIELD
LAND USE AND TREATMENT
MONTH
NumBER
AMOUNT
YEAR
AMOUNT
AND
YEAR
Continued #2
The present operation has 800 sows living
in the 2 houses for breeding purposes. The
Steady live weight is 400 pounds each. The
gallons of fresh water manure per day is 400 lb
X 1.4 gal perday / 140 = 4gpd per sow. The
4aste water is 2 gpd per sow. Therefore, the
total water per day is 4 + 2 = 6 gpd per sow.
500 X 6 gpd = 4800 gpd . Thus, 4800 gpd X 365
iays per year X 1 cu. ft. per7.5 gal = 233,600
Z33,600 cubic feet of storage is needed for was
Rainfall data - Precipiatation is 48 inches/yr.
,vaporation is 42 inches/yr. Thus 48 - 42 6
5 inches = .5 ft.
25 yr- 24 hour rain is 6.6 inches
5.6 inches = .5.5 ft.
rhus, .5 + .55 = 1.05 ft
Pool = 6.9 Ac.
5.9 Acres X 43,560 ft per ac X 1.05 ft
300,564 cubic feet
4aste + Rainfall = 233,600 + 33,600 = 534,200
3torage in pond needed is 534,200 cubic feet
kctual storage is 640,420 + cubic feet.
Please note that the waste management plan is i
Jirect line with the conservation plan. Areas
coastal berruda grass will be added to both pla
if expansion dictates so.
800 sows XIO.9 lb/N/yr = 8720 lbs of Nitrogen
70% available X 8720 = 6104 lbs of N
.033 Ac -in /head X 800 sows = 26.4 Ac -in
6104 lbs of N X 6.05 tons per year� 39,676 lbs
39.2676 lbs. N = 198 acres of corn
200 lbs. N for corn
owever, the plant analysis reportfrom the NC
gronomic Division showed a actual weaker
concenuraLion unan Ene average. xnLb
the solids- pit.

MC -CONS -8
U. s. DEPARTk!e"T OF AGRICULTURE
SOIL C OrAV 1-14VATION 304VICt"
RECORD OF COOPERATOR'S DECISIONS
AND PROGRESS IN APPLICATION
'POPERATOR
ASSISTED By.
DATE -
--k. TM 1.71
%-L;ULU k1r, Lw LLV 1-_� I � � -- - .. I
Engineering 1nterpretations, a sprinkler
PLANNED
APPLIED
FIELD
LAND USE AND TREATMENT
MONTH
NUMBER
AMOUNT
YEAR
AMOUNT
AND
YEAR
Continued # 3
The actual concentration of this particula
ystem is .013 N, .002 P and .007 K. There are
7,000 gallons of water per acre per inch. The
ximum irrigation rate is .35 in/hr. Thus
7,000 X 0.35 = 9450 gallons per hour
The conversion calculation of N, P and Kis
.08, .39 and .70 respectively. Therefore,
..08 lbs N X 9�45 = 10.2 lbs of N
39 lbs P x 9.45 = 3.7 lbs of P
70 lbs K X 9.45 = 6.6 lbs of K.
.herefore the acreage in field # 3 will be
;ufficient to handle the amount of waste produc.
.he irrigation from this system will supplement
:he fertilizer needed to produce a crop.
e critical spraying time for corn is 15 days
rior to and 15 days after silkifig.
Irrigation can be done as needed throughout the
rear due to the low N concentration, however
in irrigation schedule must be maintained in
)rder to know exactly how much has been applied
Land mlication of waste
The effluent will be tested,- periodically t
etermine nutrient value and exactly how many
acres of land are needed to apply the waste on
and if a change in management is needed, i.e.
ahange 20 acres of corn to coastal bermuda gras
% pumping schedule will be developed as the was
�torage pond begins to fill up and as it can be
)est utilized for fertilizer and irrigation wat
value.
J. Barker, NCSU, suggested that a rate of
.8 of a in, -.h irrigation spray per acre be used
:�er application, and deflnitely not exceeded.
The main -soil types in the waste disposal
area are Marlboro, Norf�lk and a Wagram.
--k. TM 1.71
%-L;ULU k1r, Lw LLV 1-_� I � � -- - .. I
Engineering 1nterpretations, a sprinkler

2-71
FIELD
NUMBER
".I.. 79L. .071
V. S. DEPART64ENT OF ^GRICULTURE
SOIL CONSERVATION SIERVICE
RECORD OF COOPERATOR'S DECISIONS
AND PROGRESS IN APPLICATION
PLANNED APPLIED
))OPERATOR
AssiSTED BY
DATE -
MONTH LAND USE AND TREATMENT
AMOUNT YEAR AMOUNT AND
I I YEAR
( Continued #4 )
rrigation guide, the group index no.'s are a
and a 7. This corresponds to a maximum
pplication. rate of .35 in/hr on a bare soil an
.40 in/hr on a soil with cover for Marlboro a
orfolks soils. The rate for the Wagram soil i
5 in./hr. for bare soils and .6 in./hr. with
over. These reccomendations allow for the amo
f irrigation -to benefit without runoff occurri
he depth of moisture replacement for corn is
.5 ft.

'lack
OD
LU

NC -CPA- I
U.S.
DEPARTMENT OF AGRICULTURE
Rev.
05
SOIL
CONSERVATION SERVICE
CONSERVATION
PLAN MAP LEGEND
Name
McNair Farms
Address Upper McColl farm,
Laurinburg,Ndil) 2A159
FIELD
NO.
SYMBOLS
ACRES
LAND USE
MAP
I
. 106
Woodland
Farm Boundary . . . . .
. . . . . .
2
113
Cropland
Field or Land Use Boundary
3
26
Waste Storage Ponds, Hog
H(.ises
4
11
Woodland
Field Acreage . . . . .
. . . . . . 320 Ac.
5
80
Cropland
Field Number
(D.
6
72
Cropland
. . . . .
. . . . . .
7
8
18
Woodland
Woodland
Private Road . . . . .
. . . . . . mm— ­1
Public Road . . . . . .
. . . . . . Now
To tal
430
Buildings . . . . . . .
. . . ... . 1�
-ME C"uft- SC"DM
Perennial Stream . . .
. . . . . .
Intermittent Stream.
Vegetative Waterway . .
. . . . . .
EXISTING PLANNED
Fence . . . . . . . . .
—X—X—
Terrace . . . . . . . .
. -- T T T —
Diversion . . . . . . .
— D 0 D 4- C
Open Drain . . . . . .
.
Tile Drain . . . . . .
-------
Pond . . . . . . . . .
Excavated Pond
Fi el 6 Border
Firebreak . . . . . . .
—F—F—
Field or land use
boundary and field number may be shown in red- Water
features may be shown in blu-

2
5
6
2
5
6
2-71
PLANNED
FIELD
NUMBER AMOUNT I YEAR
U. 6. DEpARTUENT OF AGRICULTURE
S03L CONSCR VATiON SERVICE
RECORD OF COOPERATOR'S DECISIONS
AND PROGRESS IN APPLICATION
APPLIED
MONTH LAND USE AND TREATMENT
AMOUNT AND
I YEAR
,/DOPERATOR McNair Farms
ASSISTED BY B. J. Cook
DATE 3-5-86
2 113 Ac. 87 it 3 0- 6
5 80 88 so AL
6 72 89 -7Z PK -
j3 AC "197
113 AcJ 87
80
88
72
89
500 ft�
87
3300 ft
87
2500 ftj
88
.6—, Va., "7,
CROPLAND
Conservation cropping system- Plant a cro
rotation system using a three year rotaiio
of cotton -winter coverl corn in the small
grain residues -small grain, soybea
in the small grain residue. This is a thr
year rotation. This rotation will increas
organic matter, availhble water holding
capacity,' reduce both soil and wind erosio
This is a cropping system that is planned
utilize conservation rotations, conservati
tillage systems, cover crop and residue us
systems which are designed to maintain soi
productivity and ' meet soil loss tolerance
acceptance levels.
. .1 �.,
328 3Z9 340 344 3-ffl
Contour Farming
330 Carry out all farming operations and field
operations on the approximate contour. Th
will slow down the velocity of the runoff
water during high intensity rains.
386- Field Borders
Establish a filter strip of coastal bermud
grass as shown on the plan map. This stri
will serve as a turn row, road, and a filt
for runoff. After stablization, maintain
these areas with an annual fertilization
program to maintain vegetative growth for
summer traffic and pressure from runoff.

2-71
FIELD
NUM13ER
PLANNED
AMOUNT I YEAR
3 1 3 Ac. 1 87
3 12Ac. 1 8.8
2 113 Ac. 87
ol.�Sc.-'.*T WO&T.. to.. 1071
U, 9. OF—PARTOACNI OF AGRICULTURE
SOIL CON SERVATION SERYME
RECORD OF COOPERATOR'S DECISIONS
AND PROGRESS IN APPLICATION
APPLIED
MONTH LAND USE AND TREATMENT
AMOUNT AND
I YEAR
',AOPERATOR McNair Farms
ASSISTED BY 9. J. Mow -
DATE 3-5-86
342 Critical area planting- These areas wil
be seeded to common bermuda grass in ord
to control erosion from excessive runoff
The majority of these areas are the bank
of the 6.9 acres waste storage pond.
This can be done by seeding at a rate of
12 pounds/acre ( hulled seed) April 1.
Starting in late March by applying 1000
pounds bf 5-10-10 per acre along with
2 tons of lime per acre to the soil and
working it in. Then apply the seed on
April 1, along with mulch which is 2 ton
of mulch per. acre, or about 80 square
bales.
510 - Hayland Maintenance- Every year apply
500 pounds of 10-10-10 per acre to insur.
a stand of grass.
312 - Waste Management System- The waste
irrigation system which will be installe.
we be managed in order to provide the pl.
with the necessary amounts of nutrients
water to the plant and make maximum use
the ag-waste product. A irrigation plan
has been devised and is located in the b
of this plan. The application of the wa.
will be monitored by the farmer to insur,
that there is not any runoff occurring f -
irrigation applications of the ag-waste.
Regualr samples will be taken so that tht
farmer will know exactly how many pounds
of nutrients has been applied to the croi
This system will also be set up to irrig;
only water if necessary, in case of a
drought.

NC -CONS -0
2-71
U. S, DEPARTbACHT OF ACRICULTURE
$OIL CONSERVATION SERVICE
RECORD OF COOPERATOR'S DECISIONS
AND PROGRESS IN APPLICATION
'POPERATOR McNair Farm
ASSISTED BY D - -i - CnQk
DATE 3-5-86
FIELD
PLANNED
APPLiED
LAND USE AND TREATMENT
MONTH
NUMBER
AMOUNT
YEAR
AMOUNT
AND
YEAR
WOODLAND
1
116
88
654 The purpose is to harvest some of the
4
11
90
merchantable timber from these stands
7
18
90
which will improve the conditions for
8
4
90
forest growth and/or to harvest trees
in an manner that encourages the
regeneration and normal development of
a new stand.
Woodlan:d improvement can be done by cuti
diseased and poorly developed trees for
firewood. The most marketable trees wi:
be managed and protected. The trees thi
are cut will provide space and growing
room for the favored species. There ar(
cut over areas throughout these fields.
These areas need to have the remaining
brush removed by using A K/G bladd attac
to a bulldozer. The area will then be
reseeded with an improved variety of pir
either loblolly or longleaf.

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DEPT. OF AGRICULTURE
SOIL CONSERVATION SERVICE
ISOIL MAP LEGEND
NC -CONS -2 (10/77)
File Code CONS -14
Interpreta'tions of Soils
nterpretativ
GroupinRs
I
11
I
I
I
I
I
I
I
I
NAME
McNair Farms
DATE 3-5-86
These units consist of deep, well drained, nea rly level soils on uplancs
NoA
'
and stream terraces. These soils have a surface layer of very friable
Soils
loamy sand. Their subsoil is friable or firm sandyloam to sandy clay.
on This Unit of Land'are:
water holding capacity, and very strongly acid. Their organic—matter
ap Symbol
Mapping Unit
at a moderate or moderately slow rate. !Crops respond well to fertilizcr
and lime. Anticipated yields under a high level of management are;
CLASS LAND
90 bu. of corn, 950 lbs. lint of cotton,2400 lbs of tobacco and 40 bu.
beanE
Al
This soil is somewhat poorly drained, nearly level soils on uplands
Alluvial land, wet
5w
Db
MbA
Dunbar fine sandy loam
Marlboro loamy sand, 0 to 2
% slope
2w
1
capacity and very strongly acid. Wetness is a hazard, artificial drainage
Mc
McColl loam
3w
Anticipated yields under high level of management are: 90 bu. of corn,
Noll
700 lbs. of lint of cotton, 2,450 lbs. of tobacco and 40 bu. of soybears;
Norfolk loamy sand, 0 to 2
% slopes
I
NoB
Norfolk loamy sand, 2 to 6
% slopes
2e
clay. This soil is low in natural fertility, medium in available water
OrA
Orangeburg loamy sand, 0 to
2 % slopes
I
high level of management are; 75 bu. of corn, 750 lbs. of lint of cotton,
Ra
2400 lbs of tobacco and 35 bu. of soybeans.
Rains fine sandy loam
.3w
WaA
Wagram loamy sand, 0 to 2 %
slopes
2s
WaB
Wagram loamy sand, 2 to 6 %
slopes
2s
WsB
Wagram sand, thick surface,
2 to 6 % slopes
3s
Interpreta'tions of Soils
nterpretativ
GroupinRs
I
11
I
I
I
I
I
I
I
I
CROPLAND
MbA
These units consist of deep, well drained, nea rly level soils on uplancs
NoA
'
and stream terraces. These soils have a surface layer of very friable
OrA
loamy sand. Their subsoil is friable or firm sandyloam to sandy clay.
These soils are low or medium in natural fertility, medium in availabl�
water holding capacity, and very strongly acid. Their organic—matter
content is low. Water penetrates readily but moves through these soils
at a moderate or moderately slow rate. !Crops respond well to fertilizcr
and lime. Anticipated yields under a high level of management are;
90 bu. of corn, 950 lbs. lint of cotton,2400 lbs of tobacco and 40 bu.
beanE
Db
This soil is somewhat poorly drained, nearly level soils on uplands
and stream terraces. This soil have a surface layer of very friable
fine sandy loam to4loamy sand. The soil has a friable subsoil.
This soil is low in natural fertility, medium in available water holdirg
capacity and very strongly acid. Wetness is a hazard, artificial drainage
is needed for most crops using either open ditches or subustirface tile.
Anticipated yields under high level of management are: 90 bu. of corn,
700 lbs. of lint of cotton, 2,450 lbs. of tobacco and 40 bu. of soybears;
NoB
This soil consists of a deep, well drained, gently sloping soil on an
upland. This soil is slightly eroded. There, -is a surface layer of very
friable loamy sand. The subsoil is friable or firm sandy loam to sandy
clay. This soil is low in natural fertility, medium in available water
holding capacity and very strongly acidic. Anticipated yields under a
high level of management are; 75 bu. of corn, 750 lbs. of lint of cotton,
2400 lbs of tobacco and 35 bu. of soybeans.

I
NC -CONS -1- U.S..,DEPARTMENT OF AGRICULTURE
Rev-. 4-75 SO'. CONSERVATION SERVICE
SOIL MAP LEGEND
NAME McNair Farms DATE 3-5-86
Soils on This Unit of Land are:
Map Svmbol Mappinz Unit
WaA
WaB
Mc
Ra
Ws B
r
Continued.page 2
These soils consist of -well -drained or somewhat excessively drained
soils that occur on gently sloping uplands. The surface layer consists
of loamy sand and the subsoil layer is friable or firm sand loam to sanc
these soils are very low in natural fertility, low in available water
holding capacity, and strongly acid. The organic matter content is
very low. Under a high level of management, anticipated yields are;
60 bu. of"corn, 600 lbs. of lint of cotton, 2000 lbs of tobacco and -25
bu. of soybeans.
These soils consist of somewhat poorly drained soils. The 'y commonly
exist in Carolina Bays. They have a surface layer of gray very friable
loam. The subsoil is gray, firm or very firm sandy clay to clay mottle4
with strong brown to red. These soils*are low in natural fertility and
in available water holding capacity. The organic content is medium.
Water penetrate's at a moderate rate through the soil. Runoff'water is a
to ponded. Artificial drainage is a must. Under 'a high level of manage
anticipated yields are 75 bu. of corn, 625 lbs. of cotton no tobacco
and 40 ' bu. of soybeans.. With drainage, the soil is just too wet for
tobacco.
This soil is a deep excessively well drained soil. The surface layer
consists of very friable or loose sand 30 inches thick. The subsoil is
pale yellow to yellowish red. This soil is very low in natural fertilit
and in available water holding capacity. It is also very strongly acidi
Anticipated yi6lds under a high level of management are; 45 bu. of corn,
375 lbs. of lint of cotton, 1500 lbs of tobacco and 20 bu. of soybeans.
cla
t ,

an Ml M
Swine Farm Waste Management Odor Control Checklist
Source Cause 81%.Ps to Minimize Odor Site Specific Practices
Farmstead Swine production (3 Vegetative or wooded buffers;
0 Recommended best management practices;
C1 Good judgment and common sense
Animal body surfaces 0 Dirty manure -covered animals 0 Dry floors
Floor surfaces * Wet manure -covered floors 0 Slotted floors;
0 Waterers located over slotted floors;
11 Feeders at high end of solid floors;
0 Scrape manure buildup from floors;
0 Underfloor ventilation for drying
Manure collection pits 0 Urine; 0 Frequent manure removal by flush, pit recharge,
0 Partial microbial decomposition or Scrape;
(3 Underfloor ventilation
Ventilation exhaust fans & Volatile gases; 0 Fan maintenance,
Dust (3 Efficient air movement
Indoor surfaces 0 Dust 0 Washdown between groups of animals;
(3 Feed additives;
El Feeder covers;
0 Feed delivery downspout extenders to feeder
6utside drain collection * Agitation during wastewater Cl Box covers
or junction boxes conveyance
AMOC -Novernber 11, 1996, Page 3
covers
Hush tanks
0 Agitation of recycled lagoon
13
Flush lank covers;
liquid while tanks are filling
0
Extend fill lines to near bottom of tanks with
nti-siphon vents
Flush alleys
a Agitation during wastewater
0
Undernoor nushwith underfloor ventilation
conveyance
Pit recharge points
0 Agitation of recycled lagoon
0
Extend recharge lines to near boltorn of pits
liquid while pits are filling
with anti-siphbn vents
Lift stations
0 Agitation during sump tank
0
Sump lank covers
filling and drawdown
6utside drain collection * Agitation during wastewater Cl Box covers
or junction boxes conveyance
AMOC -Novernber 11, 1996, Page 3

Source Cause ORPs to Minimize Odor Site Specific Practices
End of drainpipes at a Agitation during wastewater C1 Extend discharge point of pipes underneath
lagoon Conveyance lagoon liquid level
Lagoon surfaces a Volatile gas emissions; 13 Proper lagoon liquid capacity,
0 Biological mixing; 0 Correct lagoon startup procedures;
0 Agitation 13 Minimum surface area -to -volume ratio,
0 Minimum agitation when.pum ping;
0 Mechanical acration;.
0 Proven biological additives
Irrigation sprinkler a High pressure agitation; 0 Irrigate on dry days with little or no wind;
nozzles 0 Wind drift 0 Minimum recommended operating pressure;
0 Pump intake near lagoon liquid surface;
Cl Pump from second -stage lagoon
Storage lank or basin
Partial microbial decomposition;
13
Bottom or midlevel loading;
surface
Mixing while filling;
C3
Tank covers;
Agitation when emptying
0
Basin surface mats of solids;
0
Proven biological additives or oxidants
Settling basin surface
Partial microbial decomposition;
C3
Extend drainpipe outlets underneath liquid
Mixing while filling;
level;
0
Agitation when emptying
0
Remove settled solids regularly
Manure, slurry or sludge
e
Agitation when spreading-,
0
Soil Injection of slurTy/sludges;'
spreader outlets
0
Volatile gas emissions
0
Wash residual manure from spreader aner use;
0
Proven biological additives or oxidants
Uncovered manure,
0
Volatile gas emissions while
0
Soil injection of slurry/siudges
slurry or sludge on field
drying
0
Soil incorporation within 48 lirs.;
surfaces
0
Spread in thin uniform layers for rapid drying;
0
Proven biological additives or oxidants
Dead animals
a,
Carcass decomposition
0
Proper disposition of carcasses
Dead anlinal disposal
a
Carcass decomposition
0
Complete covering of carcasses in burial pits;
pits
0
Proper location/construction of disposal pits
Incinerators
0
Incomplete combustion
0
Secondary stack burners
AP '-C - November 11, 1996, Page 4
1

Source Cause HMPs to Minimize Odor Site Sptcinc Practices
Standing water around a Improper drainage; 13 Grade and landscape such that water drains
facilities 0 Microbial decomposition of away from facilities
organic matter
Manure tracked onto * Poorly maintained access roads 13 Farm access road maintenance
public roads from farm
access
Additional Information:
Available From :
Swine Manure Management; 0200 RulefBMP Packet
NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
NCSU - 13AE
Swine Production Facility Manure Management: Pit Recilarge - Lagoon Treatment; EBAE 128-88
NCSU-BAE-
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment *, EBAE 129-88
NCSU-BAr,
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; PIH -33
NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual
NC Pork Producers Assoc
Options ror Managing Odor; B report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conrerence Proceedings
Florida Cooperative Extension
AMOC - November 11, 1996, Page 5

Insect Control Checklist for Animal Operations
Source Cause imps to contrail insects site Specific Practices
Id Systems
Flush Gutters Accumulation of solids
0 Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
0 Remove bridging of accumulated solids at
discharge
Lagoons and Pits * Crusted Solids
0 Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
B inches over mote than 3W* of surrace.
Excessive Vegetative * Decaying vegetation
0 Maintain vegetative control along banks of
Growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on ImpoundmenCs perimeter.
Feeders Feed Spillage 113 Design, operate and maintain feed systems (e.g,,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
0 Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter).
Feed Storage Accumulations of feed residues 0 Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away ftom site
andtor providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
(3 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
At/ - - - November It, 1996, Page I

� M � Mll � � Ml IM M M M M M M M M M M M
Source Cause
Animal 1-lolding Areas 0 Accumulations of animal wastes 0
and feed wastage
Dry Manure limidling 0 Accumulations of animal wastes 0
Systems
BMPs to Con(rol Insects. Site Specific Practices
Eliminate low areas that tmp moisture along
fences and other locations where waste
accumulates and disturbance by animals is
minimal.
Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Remove spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
Provide for adequate drainage around manure
stockpiles.
Inspect for and remove or break up accumulated
wastes in filler strips around stockpiles and
manure handling areas as needed.
For mote information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613.
AMIC "lovember 11, 1996, Page 2

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

cor)
At!

Sue Homewood
NC Department of Environment, Health
and Natural Resources
Division of Water Quality - Compliance Section
Post Office Box 29535
Raleigh.. NC 27626-0535
Dear Ms. Homewood:
CARROLL'S FOODS, INC.
P. 0. Drawer 856
WARSAW, NORTH CAROUNA 28398
July 30, 1997
Re: Carroll's Farm #7368
RECEIVED
A U C 13 1997j
FAYETTE\nLLE
REG- OFFICE
In response to questions about Carroll's Farm 7368, 1 have researched all of the records we have on this
farm, Here are the facts as supported by the record (copies of the relevant documents are attached and
labeled).
Carroll's Foods purchased this property as an operating 900 sow farrow to
feeder plus 700 head finishing (farrow to half finish) operation on July 10,
1989. At that time Carroll's Foods assigned the farm an operating number
(Farm #27). A copy of the operation volumes prepared and initialed by
7 Mr. 131 Cook of N.R.C.S. and dated January 24, 1990 is attached and
highlighted. The farm number was later changed to #7368 for internal accounting
reasons.
2. The farm has operated continuouslv as a 1000 sow farrow to feeder plus
700 finishing since we bought the farm.
Carroll's made the decision to modernize the farm and convert it to a 1200
farrow to wean Operation with no finishing, We are in the process of
retrof itLing the old finishing barns into gestation barns- A new., PTOPCTIN
sized lagoon has already been designed. approved, and built.
RECEIV.-ED
JUL 3 1 1997
FACILITIES ASSESSMENT UNIT

Page 2
July 2 9, 1997
Sue Homewood
The decision to modernize the farm was made for two primary reasons:
A. The existing waste storage and treatment system, while adequate,
was not up to Carroll's or current state standards.
B. The production efficiencies of a modern 1200 farrow to wean farm�
as compared to an old 1000 sow farrow to half finish farm, dictated that
changes be made for economic and financial reasons.
Changes made to modernize the farm will actually result in a reduction of
steady state live weight and volume of waste to be managed.
Steady state live weight for a 1000 sow farrow to feeder (1000 x
522 lbs = 522,000 lbs.) plus 700 finishing (700 x 135 lbs. = 94,500
lbs.) is 616,500 lbs. Steady stale live weight for a 1200 sow farrow
to wean farm is 519,600 lbs. (1200 x 433 lbs = 519,600 lbs).
A closure plan for proper closure of existing lagoons will result in the
elimination of several old, outdated, potentially environmental, risky lagoons. The net
result being a cleaner, safer farm.
5. Old obsolete nursery barns and other obsolete structures will be taken
do -Am and cleaned up.
In conclusion.. it seems that questions about this farm are steady state live weight and its registration as a
1000 farrow to half finish and subsequent certification as a 1000 farrow to feeder operation. Itisbest
addressed by stating simply that we made an error at the time of certification. The farm has always
operated as a 1000 farrow to half finish since Carroll's has owned it. I trust that this letter, along with the
attached documents clarifies the facts in this matter.
Please advise us as to the best way to correct the mistakes made and to resolve any remaining concerns
you may have- Please feel free to contact me if you have questions.
Sincerely,
utler
Real Estate Manager
DB/sj
Enclosures
cf: Leslie Stutts

s�()u)ti �P�ok
V OA P" LAI, b A U kc L', q
Operator:CARROLLIS FARM 168County: SCOTLAND Date: 07/28/97
Distance to nearest residence (other than owner): 0.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow to
finish)
x
1417
lbs.
0
lbs
1000
sows
(farrow to
feeder)
x
522
lbs.
522000
lbs
700
head
(finishing
only)
x
135
lbs.
94500
lbs
0
sows
(farrow to
wean)
x
433
lbs.
0
lbs
0
head
(wean to feeder)
x
30
lbs.
0
lbs
Describe other :
0
Average Live Weig-s-t-=
616500
lbs
- Total
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 616500 lbs. ALW x Treatment Volume(CF)/lb.
ALW
Treatment Volume(CF)/lb. ALW 1
CF/lb. A -RECEIVED
Volume = 616500 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
3 1997
Volume = 0.0 cubic feet
FAYETTEVILLE
4. TOTAL DESIGNED VOLUME
REG. OFFICE
Inside top length (feet) ---------------------
0.0
Inside top width (feet) ----------------------
0.0
Top of dike elevation (feet) -----------------
0.0
Bottom of lagoon elevation (feet) ------------
0.0
Freeboard (feet) -----------------------------
1.0
Side slopes (inside lagoon) ------------------
2.5
: I
Total design volume using prismoidal formula
SSIEND1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 -5.0 -5.o -1.0
AREA OF TOP
LENGTH * WIDTH
-5.0 -5.0
AREA OF BOTTOM
LENGTH * WIDTH
0.0 0.0
25 (AREA OF TOP)
0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
-2.5 -2.5 25 (AREA OF MIDSECTION * 4)
CU. FT. KAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU
25.0 25.0 0.0
DEPTH/6
-0.2
Total Designed Volume Available = -8 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top ?f dike)
Length * Width
0.0 0.0
0.0 square feet
Buildings (roof and lot water)
0.0 square feet
RECEIVED
AUG 13 1997
FAYETTEVILLE
REG. OFFICE
Describe this area.
TOTAL DA 0.0 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 = 616500 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1126140 gals. or 150553.5 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 *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
per CF
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 = 0.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 6.5 inches / 12 inches per foot * DA
Volume = 0.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
150553
cubic
feet
5B.
0
cubic
feet
5C.
0
cubic
feet
5D.
0
cubic
feet
TOTAL 150553 cubic feet
6. SUMMARY
I
RECEIVED
AUG 13 1997
FAYErrEVILLE
REG. OFFICE
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
6.5
inches
Freeboard===================================>
1.0
feet
Side slopes=================================>
2.5
: 1
Inside top length===========================>
0.0
feet
Inside top width============================>
0.0
feet
Top of dike elevation=======================>
0.0
feet
Bottom of lagoon elevation==================>
0.0
feet
Total required volume=======================>
767053
cu. ft.
Actual design volume========================>
-8
cu. ft.
Seasonal high watertable elevation (SHWT)===>
0.0
feet
Stop pumping
0.0
feet
Must be > or = to the SHWT elev.==========>
0.0
feet
Must be > or = to min. req. treatment el.=>
6.0
feet
Required minimum treatment volume===========>
616500
cu. ft.
Volume at stop pumping elevation============>
0
cu. ft.
Start pumping
0.0
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
-8
cu. ft.
Volume at start pumping elevation===========>
0
cu. ft.
Required volume to be pumped================>
150553
cu. ft.
Actual volume planned to be pumped==========>
0
cu. ft.
Min. thickness of soil liner when required==>
0.0
feet
7. DESIGNED BY:
DATE:
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
XON ry I apa "

0MU04 I Luro DKHM
TEL :
Jul 28'97
Poew Fox Note 7671 Um ZL20AZ 1"Ip' I
To
'1401
0~1
PtKX #
ra-x IvVI 3
8:27 No.002 P.01
JUL'28_"'rV 09:30AM
UL-lux�Ad"'wN zuw C'Rx AN-JuAl. yrr�mnjl
Department. of.� ' Enviro ' nment, Ijualth and Natural Res
Division of.Environviiptal Management
water Qti&U�W__SeCtion
I r'r-he animal waste management Systam.fOr your feedlot op�eration is
designed to serve more than or equAl. to 100 head� of cattle, 7'5
horses, 2SO swine; 1,000 sheep, air 3OeOOO birds that are served by
a liquid w&ste '.system, then. this fdimi imiiu'st be f ille'ci out -and mailed
by December 31,'1993 pursuant to 'I-SA,NCKC'2H.O2l7 (c) in order to be
deemed Permitted by PEH. Fleaietrint cleariy.
Farm Name: LI&CCO W -S. 3 23`6 V
mailing Addresi
County
Owner (s) Name: N-Ao 4- f-wwt> 9 (N C_
No._4 7( 6 - 2a L2.-, _
Manager (5) Name:
Lessee Name;
Farm Location (Be as 30ecific 69- "Sible.: ro'ad n'ames, 'directiop,
milepost, er-c.) : L IN 0- t _ -A&- -r*k i --7 4<- A-) c - yAmf— , - -
6, e*j -
:7)yak 1205r. U 670
S -V GVL' 4LOL ',F awt YL ti -j te
I n4ilff
L e. i L u cle Lo rig i r- ude'L i'f kif 6. - -
Design capacity of animal w63%C 'gement system 'Riumber and typi!
of con f ined aninzal, +C%A>
f fieffnnx - =19-3,x
JAL L I Vr-'-"A f
Average animal populaci.on (Number and type oi: animal
42<,-3 C' Ck &0 f-CT� e4t j fC S.
Year Production Becj;a"�._ (2a Tract No.: .161
TYpe or waste management ..&�riZrs-ed. "I'Lkc A-TLCrJ "'W Qt -A40'%%A4
a CUL - SiPa,NL
*on 0�
Acres JLvailable f or--. I;iand AIPPIL f Waste:
c-
�A E t Of 3
Owner (s) SignaturLd (S) TF
-jr 7=' .4*
ff-_ St 411�

RECEIVED
CLOSURE PLAN FOR FARM 7368 AUG 13 1997
BACKGROUND FAYETIEVILLE
REG. OFFICE
This farm is to be retrofitted to accomodate a 1200 sow farrow -to -
wean and a 70 head isolation barn. This will result in less waste
generated than in the present 900 head farrow -to -half finish farm.
All existing lagoons on the farm will be taken out of service and
replaced with a new properly sized, designed, and constructed
lagoon.
PLAN
Lagoon 1 - Samples will be taken for waste analysis. Waste will be
applied to designated fields when soil tests and suitable crops are
in place. Due to the fact that few if any solids are in this
lagoon, proper land application and testing will be done over a 5
year period. If solids are evident, they will be removed and
applied according to analysis, soil test, and crop needs. Water
will be allowed to accumulate and become a habitat for fish and
water fowl.
Lagoon 2 - Samples will be take for waste analysis. Waste will be
applied to designated fields when soil tests and suitable crops are
in place. During a period of 5 years, waste will be tested and
applied at agronomic rates. During the 5 year period, the bottom
of the lagoon will be checked during pumpdown. If solids are
observed, the bottom will be drained and prepared for removal of
solids. As with all lagoons, the solids will be analyized and
applied to suitable crops at agronomic rates. once the solids are
removed to a maximum depth of I foot, the pond area will be allowed
to recharge naturally and serve as habitat for fish and water fowl.
Lagoons 2 and 4 will be used to precharge the new lagoon to a depth
of 4 feet.
Lagoon 3 - Samples will be taken for waste analysis. Waste will be
applied to designated fields when soil tests and suitable crops are
in place. During a period of 2 years, waste will be tested,
agitated, and applied at agronomic rates to selected fields. once
the sludge is removed to a maximum depth of I f oot, the lagoon
will be filled with excess soil stockpiled from the new lagoon,
graded flat and established in grass.
Lagoon 4 - Samples will be take for waste analysis. Waste will be
applied to designated fields when soil tests and suitable crops are
in place. During a period of 5 years, waste will be tested'and
applied at agronomic rates to selected fields. Due to the shallow
depth of this lagoon, it is expected that the sludge can be removed
by mechanical means during the 5 year period. The waste and sludge
will be tested and applied at agronomic rates to selected fields.
Once the sludge is removed to a maximum depth of 1 foot, the excess
soil from the new lagoon will be placed lagoon 4. Unfilled areas
will remain for natural recharge and habitat for fish and water
fowl.

t_ e "
o�
_ ,;.,r -•'r:. . ..fit,,_ '�3= _
Q R !
+

A. Upper McColl Equipment
Submersible pump 1986
Irrigation system 1986
2350 John Deere tractor 1984
7.5 HP pump 19S3
225 A/C welder 1984
Office washen, dryer, refrigerator & air conditioner 1986
Scliedule B, page I
SCHEDULE B TO AGREEMENT BETWEEN MCNAIR INVESTMENT COMPANY &
CARROLL'S FOODS
Uj
1jj LU
BUILDINGS, IMPROVEMENTS, MACHINERY, ROLLING STOCK, EQUIPMENT,
OFFICE FURNITURE AND FIXTURES
>
LL
------ — -------- --
ru
LL
0
1. All buildings, feed storage tanks, improvements, machiner-yT
and equipment and all personal property of every kind and
tm
0
description as used in the production of hogs located at the
Uj
<LL
following' business locations of -McNair Investment Company dba
McNair Farms
Upper McColl Farm, SR 1303, Lauv-inburg,�Scotland County, N.C.
B. Wooten Farm, SR 1433, Lauvinburg, Scotland County, N.C-
C. Finishing Farm, SR 1369, Laurinbu", Scotland County, N.C.
D. McNair Farms Office? 127 Fairly Street, Launinburg, N.C.
CATEGORY TYPE ASSET YEAR ACQUIRED
A. Uppet- McColl Buildings
.120 head gilt grow out building
19871,
440 stall gestation building
1985
Breeding building with 262 stalls 66 pens
1985
Two nursery grower buildings 3,094 sf each
1"977
Two weaned nursery buildings with 2,054 sf each
1977
20 crate favrowing house
19a5
52 crate fal�-Vowing house
1963
70 crate fart -owing house
1970
36 crate farrowing house
1967
Two open front gestation shelters
1963
Abandoned breeding barn
1963
750 sf office
1985
Manager-' S hzmuso
1968
Breeding manager's mobile home
11375
Laborer's 1976 mobile home
1988
Fat -rowing managen' s wood frame house
1958
A. Upper McColl Equipment
Submersible pump 1986
Irrigation system 1986
2350 John Deere tractor 1984
7.5 HP pump 19S3
225 A/C welder 1984
Office washen, dryer, refrigerator & air conditioner 1986
Scliedule B, page I

State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr_ Governor
Jonathan B. Howes, Secretary
Carroll's Foods Inc.
7368
PO Drawer 856
Warsaw NC 28398
November 12, 1996
SUBJECT: Operator In Charge Designation
Facility: Carroll's Foods 7368
Facility ID#: 83-17
Scotland County
Dear Farm Owner:
RECEIVED
NOV 12 19961
FAYETTE
MLLE
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 at91gn33-0026.
Sincerely,
A'. -P -res on Howard, Jr., P.E. ector
Division of Water Quali
Enclosure
cc: Fayetteville Regional Office
Water Quality Files
AW
P.O. Box 27687, wk, 4 FAX [phone]
Raleigh, North Carolina 27611-7687 Nvf C An Equal Opportunity/Affirmative Action Employer
Voice 919-715-4 100 50% recycled/ 10% post -consumer paper

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STATE OF_ Heal Estate =
C)RT11 Eicise Tax =
p(ILINA
PA . 0
* ' 900
PD. 112 27 10=;
Excise Tax
0 llql�'
12-B�,'--;i- 239
rfjc.y . ..... — " —.—
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EG
co RECEIVED
AUG 13 1997
FAYETTEVIUE
REG. OFFICE
Recording Time, Book Rnd Page
TaxLot No . ..................................... .1, .... — 1. � ...... I ...... — ... I ...... I ........... 1. Parcel Identifier No. ... L ................ ........... - ............... - " L .......
Verifiedby .................. ..................................................... County on the . ... ..... ... day of ........... — ..... .... ........ I ........... . . 19 . ....... —
by............... -- ............... ........ I ...... ................... ............................................ . * ................................ L ............................ *'*,'''"* ........
Mail after recording to ....... Dona 14- W.... Mc.Coy,,. Attorney- at., Law,- PQSt''Qff'iCe­BQX.'.2j2q .......... ... .......
Fayetteville, NC 28302
.............. .................................. .. - I ... I..... I ............... - .... I.- ......... ....... I . ...... . ....... .................................. ........ .........
This Instrument was prepared by ...Dona ld..W... McCoy,- Attorney. at.. Law- ............. ......................... .. . ..... ... . ....
Brief description for the Index
NORTH CAROLINA GENERAL WARRANTY'DEED
28th July
TH19 DEED made this ................ day of ........................................ ...... ... .... ..... F 1989 ........ by and between
GRANTOR
McNAIR INVESTMENT COMPANY, a
North Carolina corporation,
Post Office Box 399
Laurinburg, NC 28352
GRANTEE
CARROLL'S FOODS, INC., a
North Carolina corporation,
Post Office Drawer 856
Warsaw, NC 28398
Enter In appropriate block for each party: narne, address, and, If appropriate. character of entity, e&q. corporation or partnership.
The designation Grantor and Grantee as used herein shall include said pnrties, their heirs, successors, and assigns, and
shall'include, singular, plural, masculine, feminine or neuter as reqUired by context,
WITZ4ESSETH, that the Grantor, for a valuable consideration pafd by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that
ceria"In '16t or Parcel of land situated In the City of . . ......... .. . ................. Township,
......... .......... ....... County, North Cqrolina and more pm-ticularly described as follows:
X C3
C=
CS AS DESCRIBED.IN EXHIBIT A ATTACHED HERETO.
co
---- M30 I=---

EXHIBIT A TO DEED FROM McNAIR INVESTMENT COMPANY
TO CARROLL'S FOODS, INC; DATED JULY 28,'1989
RECEIVED
AUG 13 1997
FAYETTEVILLE
REG. OFFICE
Located in Stowartsville Township, Scotland County, North
Carolina, and being more Oarticularly described as follows :
TRACT I
Lying and being a part of the Wooten Place owned by McNair
Investment Company i;BEGINNING at a railroad spike situAte in the
center of state highway 1433 said stake being located in a
westerly direction 983.5 feet from the run of Shoe Heel Creek and
running thence South 74 degrees 00 minutes West 11471.7 feet from
the beginning point down the center of State Road 1433 to a
railroad spike ; thence North 16 degrees 39 minutes West (passing
over an iron stake at 30 feet) Is 116.05 feet to an iron stake I
thence North 80 degrees 44 minutes West 442.75 feet to an iron
stake i thence North 13 degrees 3S minutes West 2,539.25 feet to
an iron stake I thence North 64 degrees 24 minutes East 29462.65
feet., to an iron stake ; thence South 7 degrees 2el minutes East
(passing over an iron istake at 4,271.5 feet) 4,1301.85 feet to the
beginning, containing 188.12 acresq more or less. -
Tract I Is as shown on an unrecorded map as prepared by Samuel N.
Cribbs R.S.9 and dated July 19, 11989.
For history of title, see the followirig Deeds as recorded in the
Scotland County Registry s deeded to John F. McNair by J.T.
Wooten on December 17, 1910 in Book H Page 421 and then deeded to
McNair Investment Company by John F. McNair on December 29, 1923
in Book N Page 227.
Tract I is conveyed together with the right to use and maintain
t 4 -we
e 8 inch water line which crusses McNair property between
oe Hill Creek and the beginning of Carroll's gggpe t", '.
2
bf-Line and me -66—r water
for its own use for so 1,�ong as uch use does not impair the volume
of water provided to ract I through,such line to the extent of
Grantee's requirements erefor, whether present or future.
relax

Lying in'Stewartsville' Township, Scotland County, North Carolina,
and being more particularly described as follows:
TRACT I I
Lying and being a part of the Hunter McArn Lands, A. H. McArn
Tract owned byiMcNair Investment Company s BEGINNING at an iron
stake which is South 7 degrees 16 minutes West 225.45 feet from a
granite corner which marks the intersection of the Hunter McArn
Lands and the McByrde Place both owned by McNair Investment
Company and running thence North It degrees 30 minutes East 885
feet -to an iron stake I- thence North 10 degrees 00 minutes West
"ke thence North 51 degrees 20 minutes
174.6 feet to an iron'sta
East 11597-75 feet to an iron stake thence South 75 degrees 52
minutes East 400 feet'%�o an iron stake ; thence South 6a degrees
54, minutes East 320 feet to an iron stake ; thence North 41
degrees 46 minutes East 370 feet to an iron stake ; i thence North
74 degrees 43 minutes East 935 feet more or less to a point in
the center of Juniper Creek ; thence Ij920 feet more or less
South easterly down the run of Juniper Creek to a point in the
center of the confluence of Juniper and Shoe Neel Creeks and
continuing South down the run of Shoe Heel Creek for 1,760 feet
more or less to a point in the center of Shoe Heel Creek ; thence
Southerly 80 degrees 43 minutes West 264.35 feet more or less to
an iron stake I thence South 80 degrees 43 minutes West 1,805.65
feet to an iron stake ; thence North 46 degrees 14 minutes West
1,073.1 feet to an iron stake 1 thence South 47 degrpes 28
minutes West 835.1 feet to an iron stake located within a right-
of-way of North Carolina Natural Gas Company for a natural gas
transmission li.ne ; thence North 57 -degrees 23 minutes West 903
feet to an iron stake also located within the same North Carolina
Natural Gas right-of-way thence North 11 degrees 07 minutes
East eft feet to an iron stake-; thence North 52 degrees 33
minutes West 619 feet to the' beginning p. containing 268. 75 acres,
more or less.
Tract 11 is as shown on an unrecorded map prepared by Samuel N_
Cribb,, R.S., dated July 111, 1989.
For history of title see the following Deed as recorded in the
Scotland County Registry : deeded to McNair Investment Company by
Theodore Archibald McArn et als in Book 3H Page 413.

TRACT III
Located in Laurel Hill Township, Scotland County, North Carolina, and being more
particularly described as follows:
Lying and being a part of the Hugh McColl Place owned by McNair Investment
Company: BEGINNING at a railroad spike situate in the center of State Highway
1303 located where Poplar Branch crosses under the highway and running North up
Poplar Branch 400 feet, more or less, with the line of the Guy Talbert Land to a
point in the center of a small branch; thence North up the small branch 570
feet, more or less, along the Talbert line to a concrete monument; thence North
84 degrees 00 minutes East 898 feet along the Talbert line to a concrete
monument; thence North 6 degrees 30 minutes West 1,119 feet along the Talbert
line to a concrete monument; thence East 512 feet with the line of the Sinclair
Corporation line to a concrete monument; thence South 44 degrees 30 minutes East
447 feet along the Sinclair line to a concrete monument; thence North 60 degrees
00 minutes East 150 feet along the Sinclair line to a concrete monument; thence
North 28 degrees 30 minutes East 600 feet crossing a North Carolina Natural Gas
Corporation gas transmission line right-of-way along the Sinclair line to a
concrete monument; thence North 15 degrees 30 minutes West 603 feet along the
Sinclair line to a concrete monument; thence North 72 degrees 15 minutes East
881 feet along the Sinclair line to a concrete monument; thence North 79 degrees
35 minutes East 1,406 feet along the Sinclair line to a concrete monument;
thence South 31 degrees 30 minutes East 1,066 feet to a concrete monument;
thence South 44 degrees 00 minutes East 489 feet along the Sinclair line to a
concrete monument; thence South 27 degrees 00 minutes West 2,632 feet crossing
the aforesaid North Carolina Natural Gas right-of-way along the Sinclair line to
a concrete monument; thence South 82 degrees 00 minutes West 878 feet with the
line of the J. M. Livingston 'Estate to a concrete monument; thence South 40
degrees 00 minutes West 1,422 feet along the Livingston line to a concrete
monument; thence North 42 degrees 00 minutes West 249 feet with the line of the
L. E. McColl Estate to a concrete monument; thence South 88 degrees 45 minutes
West 622 feet along the McColl line to a concrete monument; thence South 22
degrees 45 minutes West 1000 feet along the McColl line passing over a nail in
the center of Highway 1303 at 680 feet to an iron stake; thence North 46 degrees
55 minutes West 869.45 feet to an iron stake; thence North 43 degrees 05 minutes
East 300 feet to a nail in the center of State Highway 1303; thence North 46
degrees 55 minutes West 380 feet to a nail in the center of the highway; thence
down the center of State Highway 1303 North 46 degrees 05 minutes West 100 feet
to a nail; thence North 43 degrees 45 minutes West 100 feet to a nail; thence
North 40 degrees 22 minutes west 100 feet to a nail; thence North 37 degrees 19
minutes West 100 feet to a nail; thence North 33 degrees 17 minutes West 100
feet to a nail; thence North 29 degrees 48 minutes West 100 feet to a nail;
thence North 24 degrees 56 minutes West 100 feet to a nail; thence North 21
degrees 03 minutes West 100 feet to a nail; thence North 20 degrees 08 minutes
West 430 feet to the Beginning, and containing 354.5 acres, more or less.
Tract III is as shown on an unrecorded map prepared by Samuel N. Cribb, R.S.,
,,,,and dated July 19, 1989. L'
For history of title, see deed recorded in the Scotland County Registry as
follows: Deed to McNair Investment Company by John P. McNair dated December 29,
�1923, in Book N, page 178.
."Tracts I, II and III are subject to all easements and rights -of -way of record in
the Scotland County Registry. The three tracts are conveyed without any
Agricultural Stabilization Conservation Service allotments or crop bases.

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Dedicated to Quality Pork and Poultry Production
in �i ar`mon y with the Env r`om-neat.
Carroll's Foods, Inc. 9 P. Q. Box 856 9 Warsaw, NC 28398

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VI

3
2
TYPICAL PIPE PENETRATION
N.T.S.
M.Urphy�Brown
PHONk. - (910) 293 54,34
r ,-jr I,: � )b WAI`_-,AVV.
FAX [phone] N,)P TH l%A 26 ".98
PLACE SANDBAGS HERE
SANDBAGS PLACED
TO PREVENT FLOATING
OF LINER
BOTTOM OF SLOPE
LINER ANCHOR WEIGHT
�N.T.S.
BROWN'S OF CAROI.INA FARM #7711
DETAIL SHEJ."l
5
2
LAGOON STAFF GAUGE
N.T.S.
ELEVATION
SECTION
EMERGENCY SPILLWAY
N.T.S.
DESC F ip TP
ROBE
DRAWN E?,,
210()
L L)