780028_CORRESPONDENCE_20171231

State of North Carolina pzo
It
EG Depgament of Environment, Health and Natural Resources
Division of Water Quality
'JUL 2 9 1997 Non -Discharge Permit Application Form / Survey
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
VILLE
RF,ehe-r Permit -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 Ieave any question unanswered.
Application Date: _ 7�17
I. 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.
Applicants Initials .
1. One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
2. Two copies of a general location map indicating the location of theanimalanimal waste facilities and
field locations where animal waste is disposed; t 1AC� V & �Q t i-I PACE i&3
3. Two copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWMP, one must be completed prior to submittal of a general permit application
for animal waste operations.
II. GENERAL INFORMATION:
1. Farm's name: 77
2. Print Land Owner's name: Carroll's Foods In
3. Land Owner's Mailing address: Drawer
City: Warsaw NC Zip: 28328
Telephone Number: 210-293-3434
4. County where farm is located: Robeson
5. Farm Location (Directions from nearest major highway_ Please include SR numbers for state roads_ Please include a copy
of a county road map with the location of the farm identified): From Maxton take 74 Bus. East —and proceed about 2 miles
and tlrin_Rt onto SR 1121 and the farm entrance is 1.25 miles on the left (second farm).
1
6. Print Farm Manager's name (if different from Land Owner): _ ,�P5/ 'C S f 11 v $ _ _ _
7. Lessee's / Integrator's name (if applicable; please circle which type is listed): R C�16&aod's s2d2L.
78 - 28
FORM: AWO-G-E 2/26/97
Page 1 of 3

III. OPERATION INFORMATION:
1. Farm No.: Jl U
2. Operation Description: Swine gWration
Farrow to Wean
2400 - Certified Design Capacity
Is the above information correct? "yes; 0 no. If no, correct below using the design capacity of the facility
"hype of Swine No. of AnimalsTypc of Poulgy No. of AniwWs T=c of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) a =/ 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farts. No. of Animals;,
3. Acreage cleared and available For application: 130.00_; Required Acreage (as listed in the CAW -MP)- k48- ")2
�+ 1 Y4c0►,+ltz� :.
4. Number of Lagoons: J_; Total Capacity: c2 ,0 9 Cubic Feet (0)
Number of Storage Ponds: ; Total Capacity: Cubic Feet (ft3)
5. Is animal waste being applied on any field which has subsurface drains? YES or O (please circle one)
6. Are subsurface drains present in the vicinity of or under the lagoon? YES or O (please circle one)
IV. APPLICANT'S CERTIFICATION:
I, _. _ �_ {��g��i �S �O {� S QL. PI C . (Land Owners name listed in question II.2), attest that
this application for '5 (Farm name listed in question H.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 to me as incomplete.
Signature , r Date A'
V . MANAGER'S CERNFICATION: (complete only if di-Aerent from the Land Owner)
I, L itr= I % (Managers name listed in question 11.6), attest that this
application for (iE (Farm name listed in question II.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. Q
Signature Cze - .O C _� _ Date �7- 7
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: A WO-G-E 2/26/97 Page 2 of 3

q 19971
4�fEv,v.-,CCRROLUS FOODS, INC.
E, P. O. Drawer 856
WARSAW, NORTH CAROLINA 26398
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
FARM
NAME OR NUMBER ��D4
FARM DESCRIPTION 4400 fZAPLk(QU-) 1 WSAM
LOCATION Q
COMPANY FARM
CONTRACT GROWER
0

.1N12"L WASTE 2iA2MG=fF_VT PLAN CBRTIPICATZON FOR EXISTING PEEDLOTS
Please return the completed form to the Division of Envi-oamantal Management at
the address on the reverse side of this fora.
Name of farm (Please prin } : \. / '
Mailing Address:
Phone No.-
♦ Coun y of farm):ki
Farm location: Latitude and Longitude:aq �, a /229 J1 10 (required) . Also,
please attach a copy of a county road map with location identified.
?ype of operation (swine, layer, dairy, etc.) :
Design capacity (number of animals): - J_1n a
Average -size of operation (12.month population avg.):
Average acreage needed for land application of waste (acres):_
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Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and water
Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the
existing animal waste management system for the farm named above has an animal
ante I+lalleay`eatent Plan thraL maeC_- h= .^coati. . and Iw..r into ance Ztandards an i
specifications of the Division of Environmental Management and the USDA -Soil
Conservation Service and/or the North Carolina Soil and Water Conservation.
Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The
_ollowing elements and their corresponding minimum criteria have been verified
by me or other designated technical spec?alists and are included in the plan as
applicable: minimum separations (buffers); adequate quantity and amount of land
for waste utilization (or use of third party); access or ownership of proper
waste application equipment; schedule for timing of applications; application
rates; loading rates; and the control of the discharge of pollutants from
stormwater runoff events less severe than the �25-year, 24-hour
`storm.
Name of Technical Specialist (Please Print): H�I,cliAllJ� L• f�OBT6ns
Affiliation (Agency) :C.eQ2CtUs foDs�.LC• --
Address : &—,bP,4WAK 9BZt MMM. L IAM& Phone No.410
Signature: _fdu� Date:
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Owner/Hanager Agreemeat
(we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any expansion to the existing design capacity
of the waste treatment and storage system or construction of new facilities will
req%iire a new certification to 'be submitted to the Division of Environmental
Management before the new animals are stocked. I (we) also understand that there
must be no discharge of animal waste from this system to surface waters of the
scace either directly through a man-made conveyance or through rufwii from a
storm event less severe than the 25-year, 24-hour storm. The approved plan will
be filed at the farm and at the office of the local Soil and Water Conservation
District.
Name of Linda= (Please Prin ) � S AJ
Signature : � v Date: C`� [ _ _ 1 C�
F"o(Z li'3 �At�� TNt fJ1� � r
:tame of Hnxia 'art different from. wner (Please print) :G4/'pa/6 C� �N
Signature: Date:_. 41`�
.c
�: cha�i e in land ownership require notification or a ne- ce_ tifi cation
(if the approved plan is changed) within 60 days of a title transfer.-
DEM USE ONLY: ACE=

TABLE OF CONTENTS
.,,Vicinity Map .............................................. 1
NjAASCS Field Map ............................................ 2
sc� Soils Map ................................................. 3
-Soil Investigation Worksheet .............................. 4
wWaste Treatment Plan ...................................... 5
+'Taste Utilization Plan ........................... 6
"bperation and Maintenance Plan ............................ 7
~Construction Specifications For Lagoon 8
+Seeding Plan (Farm Site) .................................. 9
-Computer Drawing of Existing Ground .......................10
-Existing Elevations.......................................11
-Lagoon Cross Section Diagram..............................1.2
►-Computer Drawing of Proposed Lagoon & Building Pad ........13
mite Balance Report.......................................1.4
✓Computer Drawing - All Data - Proposed ... ..15
-Computer Drawing - Contour Lines ..........................16
vComputer Drawing - Sloping Lines ........17
A41q Computer Drawing - Blow-up of Lagoon Corner ...............18
-,Building Pad Elevations...................................19
Computer Cross Section - Existing - Proposed - Balanced ...20
Facility Overlaid on Existing Topo Map ....................21

10n.- sic ucG--R_
0
LAGOON DESIGN CHECK LIST.
1 Copy
of 026 and supporting maps included if clearing..involved..
(including
access roads and waste application system sites)
2.
Dam
Safety Exclusion
N
a.
Dike not over 15 feet high..to down stream -slope and -not over
10 acre feet storage to top of dike.
3.
Storage
Volumes
�C
a.
designed volume exceeds needs
r
b.
all temporary storage is designed above the.. seasonable high
water table.
✓
c.
-minimum of 6 feet treatment volume -depth available
d,
no sludge storage statement included if landowner so requests
4.
Operation & Maintenance Plan (sheet included)
a,
begin and end pump -out elevations -shown
5.
Location Sketch (included)
a,
distance and direction to nearest residence shown
✓
b.
road numbers shown
✓
C.
north arrow shown
6.
Hazard Classification Sheet (NC-ENG-34 included)
�Q
a.
distance to nearest stream in event of dike failure shown
b.
distance to nearest public road in event of failure shown
C.
topo map of area to support a & b above included
7.
Waste Utilization Plan (included)
a.
all tracts, field numbers, field acreage, (available acres
excluding buffers for ditches, roads, homes, property line,
etc.) crops shown
b.
signatures of producer & person preparing plan
C.
pumping agreement signed by adjoining landowner showing tract
numbers, field numbers, acres, etc. if needed
d.
legible ASCS maps of effluent disposal fields included
e.
legible soil survey sheets showing all effluent disposal
fields included
f.
suitability of soils for crops planned assured
g.
attachment "B" on sampling procedure included
8.
Soil Investigation Sheet (SCS-ENG-538 included)
�cS
a.
minimum of three borings on Class IV & V lagoons
SAS
b.
borings 2.of below designed bottom of lagoon
Y
C.
location & elevation of borings in relation to grid survey
�-
d.
seasonal high water table at highest elevation
��
e.
borrow area location shown

t
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 areas identified
✓' c. protection of liner during initial filling and near flush
pipes addressed
11. Grid Sheet (original or ledgable copy)
,r a. gridded area large enough to include embankment slopes and
surf Ace 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 shown
✓ e. TBM location & elevation shown
_N A f. existing utilities located (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.
building pads - elevation & grade shown
f.
cut-off trench shown - if required
N,�
g.
liner shown - if required
GWca 13.
Volume Computations
h>IA 365
a.
excavation
A 'I
b.
dike fill
c.
pad fill
14.
Summary Sheet
✓
a.
design requirements
✓
b.
excavation volume
✓
C.
fill volumes
✓
d.
e.
cut -fill ratio
C1.� ��'r. •�'7�c:� Gi..:. - 5CC GC G �' � � � j [7L'U CG�i
job class :� fob rec T� ��- J ,
15.
Ioc�cGc-'L5 Jccc � ��-See, coo -IjtoecoGrt�
Location drainage
of subsurface (if presefttJ
NA 15.
Presence of utilities addressed
HoMot- 17. Observation of cultural resources statement included
✓ 18. Operation is outside of jurisdictional limits of municipalities

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Oo—i sheet 38;

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited.
Illegal discharges are subject to the assessment of civil penalities of $10,000 per day
by the Division of Environmental Management for every day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer
either owns or has long term access to adequate Iand on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of waste, he
shall provide NRCS with a copy of a written agreement (sample enclosed) with a
landowner who is within a reasonable proximity, allowing him/her the use of the land
for waste application for the life expectancy of the production facility. It is the
responsibility of the owner of the facility to secure an update of the Waste Utilization
Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for
realistic crop yields based on soil type, available moisture, historical data, climate
conditions, and level of management, unless there are regulations, that restrict the
rate of application for other nutrients.
4. Animal waste may be applied to land that has a Resource Management System
(RMS) or an Alternative Conservation System (ACS). If an ACS is used the soil loss
shall be no greater than 10 tons per acre per year and appropriate filter strips will
be used where runoff leaves the field. These filter strips will be in addition to
"Buffers" requried by DEM. [See FOTG Standard 393 -- Filter Strips and Standard
390 (Interim) -- Riparian Forest Buffers.]
5. Odors can be reduced by injecting the waste or disking after waste application.
Waste should not be applied when the wind is blowing.
6. When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservaton tilled
crops or grassland, the waste may be broadcast provided the application does not
occur during a season prone to flooding. (see "Weather and Climate in North
Carolina" in the Technical Reference -- Environment file for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control conditions conducive to odor or flies and provide uniformity of application.
5

WASTE UTILIZATION PLAN
FOR
Carroll's Food -Inc.
AL LINE
116
James St. NC 28352
August 25, 1993 Carmichael Farm #2
Your animal waste utilization plan has been specifically
developed for your 2400 FARROW TO WEAN 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 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 and annual soil tests are encouraged so that all
plant nutrients and lime can be balanced for realistic yield
of the crops 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 environ—
mentally safe manner. Always apply waste based on the needs
of the crop to be grown and the nutrient content of the waste.
The amount of available nitrogen for plant use is dependant on
he method of application. Soil type is important due to
ifferent leaching potential and yield 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 the nutrients for crop production and
reduce the potential for pollution, waste should be applied to
a growing crop or not more than 30 days prior to planting.
Soil incorporation of the waste will conserve nutrients and
reduce odor problems.
The acres needed to apply the animal waste are based on
typical nutrient content for this type of facility. Annual
acreage requirements maybe more or less depending on the
specific waste analysis report for your facility at the time
of irrigation.

Your waste utlllzatl plan Is based on the foll Ing:
1
—4BLE A. AMOUNT OF WASTE PRODUCED PER YEAR
------------------------------------------------------------------------
NUMBER OF : :TONS WASTE PER ; TONS WASTE ;
ANIMALS ; TYPE OF ANIMALS : 1000 ANIMALS ; PER YEAR
----------�----------------------- ;
2400 ; FARROW TO WEAN ; 12800 - : 30720 ;
-------------------------------------------------------------------------
TABLE B.
SUMMARY
OF CROPS
BY FIELD
----------------------------------------------------------------------------
TRACT
FIELD
; SOIL
; ACRES ;
CROP
:CROPCODE:
--------- ;------- ; __--_- -_
------- ;---------------------------------
; --------
101
; 1
; Ly
:16 ;
HYBRID BERMUDAGRASS HAY
BH ;
101
; 2
; Ly
;62 ;
CORN
; CO ;
101
----------------------------------------------------------------------------
3
; Ra
:62 ;
WHEAT
; WH ;
TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE
-----------------------------------------------------------------------------
CROP :SOIL:YIELD:UNITS:TOTAL N: *TOTAL P : *TOTAL K ;
----------------------------- ----, -----; ----- ; ----------
HYBRID BERMUDAGRASS HAY :Ly ;5.5 ;TONS :275 *- :0 :140 - 160 ;
'ORN :Ly :115 :BU ;143.75 :0 :60 - 80 ;
AHEAT ;Ra :60 :BU :120 10 :30 - 40
-----------------------------------------------------------------------------
* Total phosphate and potash amounts should be confirmed with a soil test.
TABLE D. WASTE MANAGEMENT BY FIELD
: : CROP:WASTE APPL: TYPE ;WASTE N COMM N: MONTHS TO APPLY
: TRACT ;FIELD: CODE: METHOD : WASTE : LB/AC : LB/AC : ANIMAL WASTE :
- - - - - - - - - - ' - - - - - - - - 1---------------------------
:101 : 1 ; BH :IRRIGATE :SWINE 275 X1L; APRIL TO OCT
1101 : 2 : CO :IRRIGATE :SWINE : 78.75�V4 65 : MARCH TO JUNE :
:101 : 3 : WH ;IRRIGATE :SWINE : 70 �Iov: 50 : OCT-NOV & FEB-MAR
-----------------------------------------------------------------------------
0"o `��

Bores, oropa, and appliostlon method shown In tho nrocnding fghlea will
ommadate approximately 322.6 animals of the type own In Table A.
more commercial fertilizer Is used than is shown in Table D, then
/additional acres of land will be needed. A 3 - 15 feet wide permanent
grass filter strip should be seeded along all ditches in fields that
receive animal waste.
ADDITIONAL COMMENTS
Prepared b Title '
Concurred in by: —___-------__.�__----_- Date
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Operator:CARROLL'S # 7704 County: ROBESON Date: 01/19/94
Distance to nearest residence (other than owner):
. p"21,CvO. p Fr:
1. STEADY STATE LIVE WEIGHT
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
2400
sows (farrow to wean)
x
433
lbs. -
1039200
lbs
0
head (wean to feeder)
x
30
lbs. -
0
lbs
TOTAL STEADY STATE
LIVE
WEIGHT
(SSLW) =
1039200
lbs
2. MINIMUM REQUI D TREATMENT VOLUME
OF
LAGOON
Volume = 1039200 lbs. SSLW
x Treatment
Volume(CF)/lb.
SSLW
Treatment Volume(CF)/lb. SSLW=
1 CF/lb. SSLW
Volume _ 1039200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet "Owner requests no sludge storage.
Sludge will be removed as..needed."
4. TOTAL DESIGN VOLUME -
L
Inside top length 577.5 feet Inside top width 460.0 feet
Top of dike at elevation 50.6 feet
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 49.6 feet
Bottom of lagoon elevation 40.6 feet ¢T. 2
Seasonal high water table elevation -46. feet
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 571.5 454.0 9.00
AREA OF TOP
LENGTH * WIDTH =
571.5 454.0
AREA OF BOTTOM
LENGTH * WIDTH =
517.5 400.0
259461 (AREA OF TOP)
207000 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
544.5 427.0 930006 (AREA OF MIDSECTION * 4)
CU. FT. K"EA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
259461.0 930006.0 207000.0 1.
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 2094701 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
577.5 460.0 265650.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 265650.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 1039200 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 254396 cubic feet
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 recirculat
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 = 154962.5 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 154962.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
254396
cubic
o01 3 4���
5B.
5C.
0
154963
cubic
cubic
feet
feet t
5D.
154963
cubic
feet -
TOTAL 564321 cubic feet
6. SUMMARY
Total required volume 1603521 cubic feet
Total design volume avail. 2094701 cubic feet
Ek to (W I A-r� c
Min. req. treatment volume plus sludge accumulation 1039200 cubic
At elev. 47.2 feet ; Volume is 1489549 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 1939738 cubic feet
At elev. 48.9 feet ; Volume is 1914581 cubic feet (start pumpin=
.-7. 7-
Seasonal high water table elevation -44-$ feet
7. DESIGNED B ��.�APPROVED :f/
y umd
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
/N %71 V L A� ✓ r A /i4/�
COMMENTS: ,j A& o3SAUL:92,4
rp4l.4 WQS
RI- ` )-/-il /, 4.06�-,✓AQ'4fI 7- A A$i/,-/n,h A/rTl/yc4 v/G /,, �K.Yf t7-,e'-
So/L �di2 S 0 G INf.C,1 rt �iN /fit' �.al, GvL,V4/1 mo 1-006C, ��.3 %!�/C l

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must always be
available. A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet).
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is stron7ly recommended that the treatment lagoon be pre -
charged to'1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 48.9 as marked by permanent marker. Stop pump -out when
the fluid —level reaches elevation 47.2 or before the fluid depth is
less than 6 feet deep (this prevents t1e loss of favorable
bacteria). The design temporary storage, less 25 year storm
is 409359 cubic feet or 3062003 gallons. As stated before, this
volume will vary considerably from year to year.

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

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be remove
within the area of the foundation of the embankment and fill are
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material. Lagoon site (and pad site'if needed) to be
stripped of topsoil (3") and stockpiled for use on dike and pad
slopes (2-3"). The topsoiling quantity is in excess of amounts
specified on page one (1).
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
-------------
Construction of excavated and earthfill areas shall be performed
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 6- lifts and not placed in standing water. Compaction sh
performed by the construction equipment or sheeps-foot roller du
placement. The embankment of the lagoon shall be installed usin
the more impervious materials. Construction of fill heights sha
include ten (10) percent for settlement. To protect against see
when areas of unsuitable material are encountered, they will nee
be excavated a minimum of ywo .42;)1400t below grade and backfille
compacted with a SCS approved material (ie-CL,SC,CH). Refer to t
Investigation information in the plans for special consideration
Precautions should be taken during construction to prevent exces
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible aft
construction according to seeding specifications sheet.

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 6.0 ACRES
USE THE SEED MIXTURE INDICATED:
360 LBS. FESCUE GRASS S 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLAf BAHIA GRASS S 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
0 LBS. HULLED BERMUDA GRASS S 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LBS. RYE -GRAIN S 30 LBS./ACRE (NURSERY FOR FESCUE)
240 LBS. RYE GRASS S 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
6000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
12 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
600 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.

A!•tar•Itmnw- 1!
North Carolina Agricultural Extension Serniee
Agri -Waste Ma__nagemeA
Z24ESZbtZ >? = SAH =(; , m T_ = AM G&TZ'M.&=ON
OF LAND AP-bLiC&=ON $A=S
_lames C. Barker*
I. SAM71-7 COLIZZ =
A.. Semi -Solid Lat Xaxmre
i. Scraped directly fry lot into spreader
a. From loaded spreader, collect about 2 ibs of manure --c—am
r14 arenr locations using nonmetallic collectors_
Li- From storage
a. Collect about 2 lbs of manure from under =he su~=ace cruse
avoiding bedding materials and using nw=er­Ilic collectors.
B. Liquid Mz=are Sl==7
i. Under -slotted -floor pit
a. Extend a 1/2" normseta-lic conduic open on both ends into
mzmureto pit floor.
b. Seal upper end of conduit (e.g., by placing a ;numb over end
of cmxbmit) =appin.g manure that bas entered loser end, remove
and empty slur-7 into plastic bucket or nonmetallic comaine_ .
c_ Take sabsaaples f--om 5 or more loca=ions or at least '_ Qua:_.
d. Hit and add about 3/4 pint to nor=etaUic saaple conrainex.
;i_ Exterior storage basin or tank
a. Hake sure ma=.=e has been well 3ixed Gi h a liquid =ani= e
chopper -agitator pump or propeller agitator.
b . lake svhsz=les from about 5 pit locations, from agitator pu=?
or f:am ma=are spreader and place in a plastic bucket.
* Professor and =.x_ension Specie? ist, 3fological and Ag-_icul^.zral �ng_aeering
Depax:=enz, North Carolina State Universi-_7, Zaleign, NC_

Al 1 rtr juier•i,l fS
c. ?Six and add 3/4 pint to a nonmetallic sample container.
C. Lagoon Liquid
i. Collect about 3/4 pint of recycled lagoon liquid from inflow pipe
to flush tanks in a nonmetaU.ic sample container.
ii. From lagoon
a. Place a small bottle (1/2 pint or less) on end of 10-15' pole.
b. Extend bottle 10-15' away from bank edge.
c. Brush away floating scum or debris.
d. Submerge bottle within 1' of liquid surface.
e. Empty into a plastic bucket, repeat about 5 times around
lagoon, mix, and add 3/4 pint to nonmetallic sample container.
D. Broiler or Turkey Litter
i. House litter
a. Visually inspect litter for areas of varying quality, e.g.,
areas around feeders and waterers, and estimate percent of
floor surface in each area.
b. Take about 5 litter subsamples at locations proportionate to
item a. E.g., if 20% of litter of similar visual quality is
around feeders and waterers, take 1 subsample there and t_be
other 4 subsamples from remainder of floor surface.
c. At each location, collect litter from a 6" by 6" area down to
earth floor and place in a plastic bucket.
d. After 5 subsamples have been added to the bucket, mix, and add
about 2-3 lbs liter to a nonmetallic sample container such as
a 1-gallon freezer bag and seal.
ii. From stockpile
a. Take subsamples from about 5 locations at least 18" into pile.
b. Hix, add 2-3 lbs to nonmetallic sample container and seal.

Af' I :T,-Illllrtl l It
�r21 fir' � �11 1
II. SAMPLE PREPARATION AND TRANSFER
A. Place sample into an expandable container that can be sealed. Rinse
residues from container with clean water but do not use disinfectants,
soaps, or treat in any other way.
B. Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
C_ Hand -delivery is most reliable way of sample transfer.
D. If mailed, protect sample container with packing material such as
newspaper, box or package with wrapping paper, and tape.
E. Commercial sample containers and mailers are also available. Contacts:
i. A&L Eastern Agricultural Lab, Inc. iii. Polpfoam Packers Corp.
7621 Whitepine Road 2320 S. Foster Avenue
Richmond, VA 23237 Wheeling. IL 60090
Ph: [phone] Ph: [phone]
U. Fisher Scientific Co. iv. NASCO
3315 'Winton Road 901 Janesville Avenue
Raleigh, NC 27604 Fort Atkinson, 'WI 53538
Ph: [phone] Ph: [phone]
F. Private analytical labs are available, bur sample analyses are costly.
G. The NCDA provides this service for North Carolina residents.
i- Address: North Carolina Department of Agriculture
Agronomic Division
Plant/Vaste/Solution Advisory Section
Slue Ridge Road Center
P.O. Box Z7647
Raleigh, NC 27611
Fh: [phone]
Attn: Dr. Ray Campbell
ii. Forward $4 along with the sample.
iii. Include the following identification information wi h sample:
a. Livestock species (dairy, swine, turkey, etc_)
b. Livestock usage (swine -nursery, finishing; --urkey-breeders,
brooderhouse, grower, number flocks grown on litter; etc.)
c. Waste type (dairy -lot scraped manure, liquid slurry; swine -pit
slurry, lagoon liquid, sludge; broiler -house litter, stockpile
iv. Routine analyses performed on all samples: N, F, K, Ca, Hg, Na,
S. Fe. Zn, Cu. B
v. Additional analyses performed upon request: D-M, Ho, Cd. Ni. Fb

Daylight
48.90 48.20
)K48.70 W48.70 )K48.60 )K48.201
48.50
110 X47.10 )K47.30 )K48.30 W48.40 )K48.80 A48.10 )K 48. 04 48. 20
Z16. 40
46.80 ilk 47. 08 ilk 47. 78 )K47.38 W 46. 60 )K47.70 )K48.18 )K48.50 W-48. 20 ilk 48. 2
47.90 ilk 48. 60 9lk 46.40 X48.30 )K47.30 )K47.40 A 48. 0,0 )K48.80 )K48.60 )K 48. 30`48. 30
48.30
47. 60
48.30 �,lk 48. 30 )K 48.40 )K48.88 A 48. 30 4 60 A47.30 ilk 47.90 )K 48. 60 )K48.30 * . 30
48.78 Y 48.20
48.20 )K48.20 A 48. 30 ilk 48. 60 A 48. 78
48. 00 A48.00 W48.30 ilk 48. 70 ilk 48. 70
48.20
A 47. 60 )K47.00 * 47. 60 )K 47. 90
48M8. 20 )K48.20 )K48.00 X 47. 9
48.00
0W.
.,f 48. 80
Plot of all, data for the surface:
Existing
Project: FARM 7704
Drawing: SHT 1
Number:
.Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: usinn 3itswork

Oriew ation: -45.0 Z Me nification: 26.0
T`fit.;
i
44.06
42 .....yV
jig
Lower Loft
30 Mush Surface
Proposed
Project: CARMICHAEL 2
Drawing: 24e0 FAR -WEAN, 1-19-94 REVISION
Number: FARM 77e4
Location: ROBESON CO.
Bid Oats:
Engineer: DON BUTLER
owner. CARR04L'S FOODS
Estimator:
Proparsd by: usir itawork
Inclination: 20.0
30 Mesh Surface

CON FINcMP-N'C
RvILbING
F1N5Ac-D 1'Ab r.Lr v
S3,0
T,I�lCAL caws gE-c:'loN VIEW 01-- A Oqr-- S-tA6T-- LA&OoN
:SIT RLr--c4WRa-t-- z�sTVSVA�
T`' of ELBow)
A7" 1sh' C, wcl,= e-
CLC-V- S o - y
Tm P W►DTW
To'I[AL br--S1GtJ
STbRAG E
ELI- v.
' SID
1NVE' ,T op C� ��'E'r IIS53,0 1 5.S3,0: 1
suA�oRY I� TRr<A-rmE.`4'T'
43aTTovv�, E Lt-U,
Sr--rrLzc
Top op
EL'r V,

Surface
Prop. , ad
Existing
Cut:
Fill:
Tight Volumes
61653.00
54444.64
Difference: 7208.36
All volumes are in cubic yards.
Expansion () Expanded Volumes
0.00 61653.00
20.00 65333.57
Net Import: 3680.57
Grid cell size: 7.23 by 7.21
Original scale: 100.00ft/in
Project: CARMICHAEL 2
Drawing: 2400 FAR -WEAN, 1-19-94 REVISION
Number: FARM 7704
Location: ROBESON CO.
Bid Date:
Engineer: DON BUTLER
Owner: CARROLL'S FOODS
Estimator:
Prepared by: using Sitework

60
I
"40g........................................... .............................
................................�.�..................
...........................
Dali ht
b g
e
4
10)
.48
�t
2.
4
8
0E 6
.
62.05
61
03Li.84
i5
293.
25
N
n
fi
b
Bg�O
0
W2.
Ee.Im
99e.
sm.
.
ae6
r18g8s
4M
Ea6 ]i69a0
T1
-
r
w
4af 38
;7452.•
0
Plat of all data for the surface:
Proposed
Project: CARMICHAEL 2
Drawing: 2400 FAR -WEAN, 1-19-94 REVISION
Number: FARM 7704
Location: ROBESON CO.
Bid Date:
Engineer: DON BUTLER
Owner: CARROLL'S FOODS
Estimator:
Prepared by: using Sitswork

v
0
v
........................
iz
o-
........... a ..............
so so
............................ 60.60
I Plot of the contour data for the surface: I
Proposed
Project: CARMICHAEL 2
Drawing: 2400 FAR -WEAN, 1-19-94 REVISION
Number: FARM 7704
Location: ROBESON CO.
Bid Date:
Engineer: DON BUTLER
Owner: CARROLL'S FOODS
Estimator:
Prepared by: using Sitswork

62.98
52. 84 1 65 S. 0463. 04
I
62.51
62.71
n
•S
53.26
62.92
Plat of the sloping lines for the surface:
Proposed
Project: CARMICHAEL 2
Drawing: 2400 FAR -WEAN, 1-19-94 REVISION
Number: FARM 7704
Location: ROBESON CO.
aid Data;
Engineer: DON BUTLER
Owner: CARROLL'S FOODS
Estimator:
Prepared bW: using Sitawork
N
53.40
63.07
�
4
r•

77
%.AA --
62.81
"I-' i
52.6'7
77
7l
d
63.00
�. tle r 59r 96
53.i9
Plot of the sloping lines for the surface:
Proposed
Project: CARMICHAEL 2
Drawing: 2400 FAR -WEAN, 1-19-94 REVISION
Number: FARM 7704
Location: ROBESON CO.
Bid Data:
Engineer: DON BUTLER
Owner: CARROLL'S FOODS
Estimator:
Prepared bU: using Sitswork
O
63.38

United States
• Department of
Agriculture
Soil
Conservation
Service
Don butler
CarroII's Food Inc.
P 0 Drawer 8S6
Warsaw, North Carolina 28398
440 Caton Road
Lumberton NC 28358
February 16, 1994
RE: Carmichael Lagoon-7704
Dear Don:
Enclosed is the approved copy of the design for Farm 7704,
Carmichael #2, 2400 farrow to wean operation, Robeson County.
Listed below are areas that will require special attention:
— 1 . 5 Ft. ciay liner required in SW corner of lagoon.
--All drain tile lines to be removed to a minimum distance
of 10 Ft. f rom the toe of the d i ke .
--Core trench or liner required at ground surface to remove
->M material from under dike.
If yciu have any questions please iet me know.
yok"rrIJ i 7

Row Crop Gun Cart with galvanized body Is
standard equipment. An optional Low Profile
Gun Cart Is also available.
Low Profile Gun Cart (Galvanized Body).
Performance Information
Mode!
FLOW
NUT
sPMKLER
`WETTED
WE11ED
ACR>rs w!
(".M.)
PREMIE
FRIMURE
WOM
Lam
1 INCH IN
(PS.I.)
(P.5.L)
(Ft-)
(Ft- - MAX)
5 DAYS
T40A
280
104
70
240
1370
72
with
..300
107
70
250
1375NELS
TT
SR200R
350
116
70
260
1380
90
Sprinkler
'400
126
70
270
1385
;:102+.:..
450
138
70
: 280
1390
-� 115 `.
�480
145
70
290 .;
1395
- 123 .:.:
T37A :
`. - 1220
99
`` 70
`:220
'.1160
With
: !250
'104
-70
xi0
-1165
-.. . .
NELSON
;300
:.113
70
,245
1173
w`.1
S rinkler _
p
- 350
: _12S .
70
250 _
_1175 - -
- .; 90
::�
400
-_137
: 70
`;255
-1178, :::
—' 102 r
1=
420
't42
.:70
260" _
-_1180
107
0115
with-yl.-
_60 �.:
_<<215
,�1088
NELSON
SR15oR
rr
f
`i29
YJO
r2?S
z1093
- 5s
Sprinkler
240 :'
137
:,� 70 'x
, :$ 230
-=109561
r
250
a47
-�-70 _
235
:1098
~ 67
• Recommended width is based on 7o% of the wetted diameter
;Specifications
Model --.T40A;T37A
:=T3OA
~ !lumbar of "as
PETube LD. (in) - 4L0
:f`: - 37
-'3A
PE Tuba Length (ft) - . 1250
- 105G
.. _-A000
"Dry Weight Obs.) 9100
I'=
.- 4300
Weight with water obs.) 19390
12380
7270
Speed Range Onsimins.) . 10-60
10-60
7_0
Tire Sias 11 Lx15
12.5i.x15
11 Lx15
Shipping dfm.: n In.)
Length 1"
15-9
13-5
'YVldth 9-10
9-3
- 7-5
Height 12.8
11-10
104
`Note: T40A/r37A w/o wheel's '= 84 wide
Pvlyethelene Tube - Only PE tube designed and constructed
for the constant coiling and dragging is considered for use on
Ag-Rain Water -Reels. The tubing is backed by a 5-year
pro -rated warranty.
PE Tube Repair - A simple "screw -in" mender is available for
repairing the PE tube should it become damaged for any
reason.
PE Tube Lengths - Longer tube lengthes are available for all
models. Performance and delivery information available on
request.
11llkif4lr- n
� G �A-A &-Nn
600 S. Schrader Ave., P.O. Box 290, Havana, IL 62644
Phone [phone] FAX [phone]
Standard Features
Radial Inflow Turbine - The heart of the drive system.
This extremely efficient motor delivers quiet, smooth,
continuous power. All the water you pump goes through
the sprinkler. None of the water is wasted as in bellows
or piston drives.
Automatic Shutdown for the turbine motor.
Heavy Duty Chassis and frame.
Speedometer.
Pressure Gauge.
Infinitely Adjustable Speed Ranges.
Speed Compensator.
Mlswrap 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 Gun with ring nozzles.
Lifting Mechanism for gun cart.
Stabilizer Legs - Heavy duty, crank down style.
4" Supply hose x 30 ft. long with male ring lock
coupler.
Fixed Spool Brake requires no on/off adjustments.
Foolproof Cluth - Turbine and PTO drives cannot be
engaged simultaneously.
Because al mmi ung praaW mp,memenn. photos d Marne$ m Vus ieaW may rot ae idermml m cvrent =0,,,an. The performance rtmna= m Ns 'ea* ,s taw on te= mna_dEd under a Duum W set a ar-Mtipm. A WS Wo per-
ttmr a may vary irrm .,s d= depCndP9 on varu0ie wtur:uta�[es 01 t me.:)L o "eaaw. l mw pogemem and after 1aCars- Saack=om" mce5 are ugec w c-a-ge -rw ntnoe-
GK B406WR-0 ?rs".eC n U S A

le►� 11: I ; ,
WASTE UTILIZATION PLAN
REQU= SPECIFICATIONS
1. Animal waste shall not reach surface waters of the stair 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 a notarized agreement for use of
adequate land on which to properly apply the waste_ If the produce does not own adequate land to properly dispose of
waste, he/she shall provide a copy of a notarized agreement with a landowner who is within a reasonable proximity,
allowing h=A= the use of the land for waste application. It is the responsibility of the owner of the facility to segue
an update of the Waste Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climate conditions, and level of management, unless there are regulations that
restrict the rate of application for other nutrients. Actual yields may be used in lieu of realistic yield tables at the
discretion of the planner.
4. Animal waste shall be applied on land eroding less than 5 tons per:; 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
runoff leaves the field. (See FOTG 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 irrigation field.
6. Whenanimal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or grassland, the waste may be broadcast provided the application
does not occur during a season prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur ofisite 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.
9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste to
depth that would prohibit growth. The potential for salt damage from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching.
Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more than 30 days prior to planting of a crop or forages breaking
dormancy. _
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the
land area onto which waste is applied from a lagoon that is a component of a. swine farm shall be at least 50 feet from
any residential property boundary and from any perennial stream or river other than an irrigation ditch or canal.
MRCS, NC
JUKE, 1996

EMERGENCY ACTION PLAN
� y+ * �■ii��il•�
,r !N'o
an will be implemented in the event that wastes from your operation are leaking,
wing, 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.
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 for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. CIose 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?
_. 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 Department.
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: N ' . — Les 1,'t s � v � 5
b. Contractors Address: 3 c Kd,,i 5
c_ Contractors Phone: 910 h - 0 6 Iq 8'
2 Dec,-mber 18, 1996

I
North Carolina Agricultural Extension Service
Agri -Waste Management
Biological and Agricultural Engineering North Carolina State University
LIVESTOCK WASTE SAMPLING, ANALYSIS AND CALCULATION
OF LAND APPLICATION RATES
James C. Barker*
1. SAMPLE COLLECTION
A Semi -Solid Lot Manure
i. Scraped directly from lot into spreader
a) From loaded spreader, collect about 2 lbs of manure from different locations using
nonmetallic collectors.
ii. From Storage
a) Collect about 2 Ibs of manure from under the surface crust avoiding bedding materials and
using nonmetallic collectors
B. Liquid Manure Slurry
i. Under -slotted -floor pit
a) Extend a ''/2 ' nonmetallic conduit open on both ends into manure to pit floor_
b) Seal upper end of conduit (e.g., by placing a thumb over end of conduit) trapping manure
that has entered lower end, remove and empty slurry into plastic bucket or nonmetallic
container.
c) Take subsamples from 5 or more locations or at least 1 quart.
d) Mix and add about'/, pint to nonmetallic sample container.
ii. Exterior storage basin or tank
a) Make sure manure has been well mixed with a liquid manure chopper -agitator
pump or propeller agititor.
b) Take subsamples from about 5 pit locations, from agitator pump or from manure spreader
and place in a plastic bucket.
* Professor and Extension Specialist, Biological and Agricultural Engineering
Department, North Carolina State University. Raleigh, NC

U. SAMPLE PREPARATION AND TRANSFER
A. Place sample into an expandable container that can be sealed. Rinse residues from container with
clean water but do not use disinfectants, soaps, or treat in any other way.
B. Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
C. Hand -delivery is most reliable way of sample transfer.
D. If mailed, protect sample container with packing material such as newspaper, box or package with
wrapping paper, and tape-
E. Commercial sample containers and mailers are also available, Contacts:
1 _ A& L Eastern Agricultural Lab, Inc.
7621 Whitepine Road
Richmond, VA 23237
Ph: [phone]
2. Fisher Scientific Co.
3315 Winton Road.
Raleigh, NC 27604
Ph: [phone]
3. Polyfoam Packets Corp.
2320 S. Foster Avenue
Wheeling, IL 60090
Ph: [phone]
4. NASCO
901 Janesville Avenue
Fort Atkinson, WI 53538
Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
G. The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Department of Agriculture
ii. Agronomic Division
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P. O. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Ray Campbell
iii. Forward $4 along with the sample
iv. include the following identification information with sample:
a) Livestock species (dairy, swine, turkey, etc.)
b) Livestock usage (swine -nursery, finishing, turkey -breeders, brooderhouse, grower, number
flocks grown on litter; etc_)
c) Waste type (dairy -lot scraped manure, liquid slurry; swine -pit slurry, lagoon liquid, sludge;
broiler -house litter, stockpile)
v. Routine analyses performed on all samples: N, P, K, Ca, Mg, Ma, S, Fe, Mn, Zn, Cu, B
vi. Additional analyses performed upon request: DM, Mo, Cd. Ni, Pb

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Flush Gutters • Accumulation of solids ❑ Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
❑ Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 300/9 of surface.
lixcessive Vegetative • Decaying vegetation Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage ❑ Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
❑ Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer, 15-30 day interval
d ring winter).
Feed Storage • Accumulations of feed residues Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
5,"lnspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AIV - ' - November 11, 1996, Page I

Source Cause BMPs to Control Insects. Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
minimal.
Q Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling • Accumulations of animal wastes ❑ Remove spillage on a routine basis (e.g., 7 - 10
Systems day interval during summer; I5-30 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 breakup accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more infonnation contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613.
AMV- ''ovenaber 11, 1996, Page 2

w
Source Cause 8MPs to Minimize Odor Site Specific Practices
End of drainpipes at Agitation during wastewater I' Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level •
Lagoon surfaces Volatile gas emissions;
D' Proper lagoon liquid capacity;
• Biological mixing;
CY Correct lagoon startup procedures;
• Agitation
Minimum surface area -to -volume ratio;
M" Minimum agitation when,pumping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler 0 High pressure agitation;
dFirrigate on dry days with little or no wind;
nozzles . Wind drill
CK"Minimum recommended operating pressure;
Or""Pump intake near lagoon liquid surface;
❑ Pump from second -stage lagoon
Storage tank or basin • Partial microbial decomposition; ❑ Bottom or midlevel loading;
surface • Mixing while filling; ❑ Tank covers;
• Agitation when emptying ❑ Basin surface mats of solids;
❑
Proven biological additives or oxidants
Settling basin surface
Partial microbial decomposition;
❑
Extend drainpipe outlets underneath liquid
•
Mixing while filling;
level;
•
Agitation when emptying _
❑
Remove settled solids regularly
Manure, slurry or sludge •
Agitation when spreading;
C3
Soil injection of slurry/sludges;
spreader outlets .
Volatile gas emissions
❑
Wash residual manure from spreader after use;
❑
Proven biological additives or oxidants
Uncovered manure, •
Volatile gas emissions while
❑
Soil injection of slurry/sludges
slurry or sludge on field
drying
❑
Soil incorporation within 48 hrs.;
surfaces
❑
Spread in thin uniform layers for rapid drying;
❑
Proven biological additives or oxidants
Dead animals •
Carcass decomposition
Proper disposition of carcasses
Dead animal disposal •
Carcass decomposition
❑
Complete covering of carcasses in burial pits;
pits
❑
Proper location/construction of disposal pits
Incinerators •
Incomplete combustion
C1
Secondary stack burners
At ' -C - November 11, 1996, Page 4

Source Cause BMP' to Minimize Odor Site Specific Practices '
Standing water around • Improper drainage; Grade and landscape such that water drains ►"
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads Farm access road maintenance
public roads from farm
access
Additional Information :
Available From:
Swine Manure Management; 0200 RuleBMP Packet
NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
NCSU - BAE
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment ; EBAE 128-88
NCSU - BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
NCSU - BAE
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; PHH-33
NCSU - Swine Extension
L'nvironntentai Assurance Program ; NPPC Manual
NC Pork 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; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension
AMOC - November 11, 1996, Page 5

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.
Ur/ 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 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