040008_CORRESPONDENCE_20171231

ego
Nutrient Management Plan For Animal Waste Utilization
03-07-2003
This plan has been prepared for: This plan has been developed by:
Kevin Illartin R. Lin Tavlor
Kevin ?11 Martin ?FRCS
P O Box 2.56 ®� 1706 44'orven Road
Ansonville, NC 2800 7- 02.5 6 / Wadesboro, NC 28170
7 04-8 2 6-89- 3 (H n ]k 7 04-694-3? 16 ext. 3
V ,�J
Developer Signature
Type of Plan: Nitrogen Only with Both Manure and Fertilizer
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.
Signature (owner)
Signature (manager or producer)
'? - 63
Date
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Arricult ure - Natural Resources Conservation Sen-ice or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: 7�, .• - -o
Technical Specialist Signature Date
Preview Darabase Version 2.0 Date Printed: 03-0 7-2003 Cover Page 1
RECEIVED / DENR / DWQ
Aquifer Protection Section
MAR 2 5 2009

Narrative
NOTES FROM OLD PLAN: Operation Notes - Site Approval - 3/94, Carroll's Design Approved
FRCS)- 9/94; Certified " 000348 - 1/95_
Producer irrigates swine waste on Tract 10391 Field la. Rest of fields in plan - application by honey
wagon. Odd corners not included in effective irritated acreage in field la might be utilized with honey
wagon_ Producer is a certified irrigation operator_ irrigation gun needs some modification to reduce
application rate. Producer has an agreement with his father - Buddy Martin, to apply waste to fields on
Tract 10392. Carroll's Foods representatives have instal]ed a visible pumping marker ,,a-) NW corner of
lagoon. "Waste Generation changed to reflect NRCS FOTG 633-46 instead of "As -Built" volumes on
3/1,101 as per D1N'Q non -discharge permitting section.
NEW NOTES:
1) Plan rewritten in North Carolina Nutrient Management Softw-are as producer requested plan
amendment due to new application windows as approved by the SB 1217 Technical Guidance Committee
in Seventh Guidance Document.
2) A Solid Set irrigation system was installed on Tract 10391 Field 1 by Johnson and Company Irrigation
Sales Inc. Wettable Acres determination certified 10/2001 by Henry RlJohnson Jr. of Johnson and
Company irrigation Sales has been used in this new plan. Field la is now listed as Zone A - Zone J.
Acreages match the wettable acres determination.
3) Tract 10339 Field 2 has been added as another application site. Producer plans to rotate broadcast
waste to different fields to avoid any nutrient buildup. Acreage is not needed to meet minimum
requirements for application area. No changes to agreement sheet have been made other than to add this
tract as producer's father owns this tract also.
4) Irrigation application rates have been changed from soil defaults in software to original plan rates as
irrigation system was designed based on prevailing rate at that time. Rate was based on NRCS Section
I1-G, Sprinkler irrigation Guide, Group 3 soil Type, 0.40"/hr. Software default is 0.30 in original plan and
irrigation system application was designed for 0.34"/hr. This is a pen and ink change due to sofrw-are
limitations.
5) Nutrient deficits will be addressed with commercial fertilizer when needed.
Preview Database Version 2.0 Date Printed: 03-18-2003 Narrative Pace 1 C)f I

BROWN CREEK soil'Water Consc: -on Districs i ijamral Resources Cosservasion Service
WASTE UTILIZATION PLAN
Animal Waste Utilization
I, .lames K (Buddy) Martin , hereby give Kevin M Martin
Permission to apply animal waste `rare his Swine OperationlFaciiity on my land, described as fcllcws:
Tract (or other ID): 10392 y 1r,334 Acres: Term: 5114197 to 12/31110
hereby give
Permission to apply animal waste from his Swine OperationlFacility on my :and, desc:�bed as follows:
Traci (or other 10): Acres: Term: to
I, ,hereby clue
Permission to apply animai waste from his Swine OperaticrJFaciiity on —y land, described as'chcws:
Tract (or other IC): Acres: Term: to
Jaye" C�i"�=Wwtw"6mws
1 (We), understand a at ti;is waste c.^,ntains nitrogen, phcsphcrus. potassium. and other fact elernerts t .at
when properly applied should nct harm ,my :and cr craps (including pasturelhavland). 1 (we) aisa understand
that the use and application or animal waste will reduce my need for c^mmerc:ai ferdlizen
Adjacent Landowner(s)
�, �L" �" ���/ ✓r Date:
James K (Buddy) Martin `O i -ay
Date:
Date:
END
Page 9 AvsON CO - - NC

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is included in this plan.
S5
Swine Nursery Lagoon Liquid waste generated 678,432 gals/year by a
3,552 animal Swine Nursery Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
1563
Incorporated
2684
Injected
2955
Irrigated
1698
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume SurpluslDeficit
(Gallons)
Year I
15,975.05
6,9I I,811
-6,233,379
Ndte:­ In s6di-6e ID, S.means siatidard-s6urc& U means user defined source:
Preview Database Version 2.0 Date Printed: 02-18-2003 Source Page I of I

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The Waste IltiHall io0 table Shown Ile low stilllnuui;ws the waste utilization pfail for III is opendion. 'I'lds plan provides an esiWe of the munber of wms of
cropland needed to use the ntitrienls being produced. Ile plan regWms c nsirleration of Ilse realistic yields of (Ile crops 10 he grown. Iheil' nutrient reyuimrimnIs,
and proper tinting of applications to maximize 11111rient uplake.
"this table provides an esIinurle of' the allicit pit I of nitrogen rc(It iired by the camp hAng grown and ail eslinwe of lire nitrogen anlourii being supplied by Ilamrre or
other by-producls, cnnunemial fertilizer and residual from previous craps. An estimate of the yuunlity Of solid and liquid waste Ihal will he apMod on each field
in MIN In sllflply the indlCale(I (10antlly (7! Illlrogell 6-0I11 each Source Is also included. A bad he oftlle IOtad rllanlrre pDduced Hild the jolal IIti111t11-c ilpplfe(I is
included in the lalde to ensure Thal the plan adequately provides lair the (ltilizalion offlic manure generated by the oparution.
Depending On the requiremems or the crop and lie nutrient content of the waste, some nutricnls will likely he Over or under applied it animal waste is being
utilized. Waste shorlld he analyzed helilre CHOI applicolvil cycle and allnua! soil tests arc required if aniniatl Waste Is being aphlAL SKI lee Alould he tined (l)
balance Ilse Went application aimmmis wish the rwhslic ykkk of the crop In be grown. Nutrient rnanagemcnl plans may require that rile application of allitnal
wusle A hinhed so as to prevefa over applrcall0(l Of pll(ISpilmn lls wheal excessive levels of ON nutrient arc detected in it field.
Waste Ulilizalion Tahle
Year 1
Trncl
Fietd
Smucc
1 1).
Soil Sciies
total
Acre
4(0)(P
13.q d (AUV5
-flC7r+ �+ (AAP
(:lull
I(1'I.
Apptie.
Period
Ni ingen
PA
Nuhienr
I(cq'd
(IhsIA
Coond.
ILL
Ntrrienl
Applied
(Ihs/A
I(es.
"WA)
Applic.
Mohud
ladle
PA
Nurrienl
Applied
Liquid
Mainlrc
Applied
(acre)
Solid
Maw
Applied
(here)
hit 'I
MllnlI.
Applied
(Field)
Solid
MannrC
Applied
{Iricld►
N
N
N
lhslA
10(It)
gal/A
Inns
1000 pals
lops
-10.339
111
S5
Iladin
r13.70dd1
Glaiu,.Sihige
9.6'1on`
41i-11.31
If}d
(i
Ilmad.
+ag
42.55
f)
127.65
(Moll
-10339
In
S5
nadiu
1 1.70a+1
Millen, F'asiure
3.3'ruus
4l1-9l15
IN
11
0
rtroad,
120
52.10
(1
156.30
0.00
-IU119
2
S5
nndin
19.10
It).10
Small Glain, 5ihige
9.8'I'ons
9/1-3/31
106
6
0
nfuitd.
100
4.3A2
0
8217.27
(Mil)
-10139
2
S5
Widin
I'.1.1O
twill
I'cari Milled, I':lslure
3-3'hlois
411-9115
120
0
0
Ilroad.
121)
52.10
f1
995.13
fl,(W
10191
Ludt A
Si
Ilmlin
(1.71
0.71
Fescue hlslnte
:3.9Toiis
811-7131
127
!1
0
trig.
127
50.73
(1
3517
0.00
10.31)1
Zunc It
ti5
nadir
0,S4
0,31
Fescue 1'aSluie
3.+1 Toos
811-7131
127
0
Il
holy
127
%K73
0
27AO
RN
10391
Zone (
ti5
llsidiii
(3.56
I1.56
Fcsetle Paslufc
3.91'nns
8/1-7131
127
fl
(1
Irrig.
127
SR73
0
28.51
001
10391
%one I?
S5
1ladin
0.53
(1.53
Fescue P;islurr:
3.9 Moos
8l1-71,31
127
{I
0
brig,
127
WTI
0
2068
0.00
10191
zollo F
S5
Nadia
0 51
0.53
Fcscnc hISRA e
I.Vhms
811.7/31
127
0
11
brig.
t17
50.7.3
11
26.68
1).(10
10391
Zune F
S5
INdin
111lidill
0,5.1
0.55
lrescue fame
1.'7'Fnns
811-7131
127
0
11
Irrig.
127
50.73
0
26,fig
U
1031}1
ZoaW(i
tii
I
i
U.51
0.53
IcscucPasurrc
3.91Funs
8/1-7l.31
127
(1
(1
Irrig.
127
5(.73
0
26.68
{1,00
['review I)allahalse Version 2.{} !late P6nlcrl. 2/24/0 3 WHT Page I

Waste t Ililizaliun'filhlc
Year 1
I nicl
Field
Srlulve
IA)
S o i I lk!IiC's
Tola1
Acic
I Ise.
Acras
f''Ilrp
RY17
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
IhsrA)
Comm.
Fol.
Nutrietll
Applied
Ihs1A)
Res,
Obs1A)
A1plic.
Melhod
Mannrc
PA
Nimienl
Applied
Liquid
Manure
Applied
(acre)
Solid
Manole
Applied
(here)
Liquid
Mannre
Applied
(Field)
Solid
Malutre
Applied
(Field)
N
N
N
Ihs/A
1000
I gal/A
tons
10110 pull s
tope
10391
Zone II
Si
lladin
I1.54
O i,l
Fescrle I'tlSlltic
1.9 hmo
K11-7131
127
O
[)
Irrig.
127
50.73
11
27.60
OAD
I0.191
7.nnc I
1's
911-71.11
127Ul
Irrig.
127
50.73
0
29A2
0.00
10391
%one )
S5
1ladul
O.-I•l
0,14
Fcscuc I'a.uuc
1.9 Tons
8l1-71.11
127
41
Il
Irrig.
127
51!_73
f1
22.07
4),011
1(131)2
1
S5
llodin
7 l
7-30
Fvscuc I'aslmu
1.9'1ons
R/I-71,11
127
0
❑
Ilload.
127
55.14
f)
402,52
0.00
111302
B - 2
S5
Rodin
1 r .80
16.1if)
Fcsctle 1'aslolc
'1.9 Mons
811-7131
127
0
II
Ilload.
127
55.14
O
926.36
Il,fl11
Ig31)2
S5
liadin
13 811
1►.90
Fescue I'asmru
3,1) Tons
811-7/31
127
0
0
Illoacl.
127
55.14
O
700,94
11.00
- I(I,IQ
$- 4
ti5
lia( irk
0.90
0 911
Fescue l'astme
3.9'I-rnts
811.701
127
0
0
Ilroad.
127
55.14
[)
49.63
10392
fii-;
S5
llaltlilt
54.70
50.00lcscueptlsuile
1,1i'Ir11kS
811-7131
124
I
0
Broad
123
53.40
0
2,070.18
ToialApplied, 1000ptimis
7,195.7l1.?S'
I.agootl i,iquids
Total I'loduced, IOOO gallons
678A3
IlMal ice, 1000 gal tons
4017.33
'1'olal Applied, limn
0 00
Klanme Solids
Total Produced, Inns
:;, .;`'-''->,'
0.00
illrlance, Inns
'?;. ' _„'
O.00
Nolcs: I. In the Hack C11111Itn1, +ynlhol - Inc:lllti ICiISCd, IIIIICt MSC, owned. 2. Symbol. = menns IIScI cldcied dada.
Preview kitakisc Vclsioll 2.0 Dale hinlal: 7/24/03 Wlf'I' Page 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.
Irritation Anolication Faciors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application .Amount
(inches)
10391
Zone A
Badin
0, A; 0 07
1.00
10391
Zone 8
Badin
p • u 0 P.?U
1.00
I0391
Zone C
Badin
D , w. t
1.00
10391
Zone D
Badin
u P�
1.00
10391
Zone E
Badin
46 4.39
1.00
I01-91
Zone F
Badin
t'pPT
1.00
10391
Zone
Badin
Q4
1.00
10391
Zone H
Badin
C .44D 9.e0
1.00
10391
Zone I
Badin
1.00
10391
Zone !
Badin
G , c n "
1.00
So` itioT� ;�L�
,ey
. ........... ..........
Preview Database Version 2.0 Date Printed: 02-18-2003 lAF 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 be taken 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
lblac
Maximum Sludge
Application Rate
3000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum .Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Corn 120 bu
150
13.16
9.04
18.08
27.12
Hav 6 ton R.Y.E.
300
26.32
4.52
9.04
1;.56
Soybean 40 bu
160
14.04
8.48
16.95
=5.;-
Previeny Database Version 2.0 Date Printed: 02-18-2003 Sludge Page 1 of I

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 vet accumulated- If available
storage capacity is negarive. 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.
AvaiIable Waste Storage Capaciry
Source Name
I Swine ?nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
8l30
180
Plan Year
Month
Available Storage Capacity (Days)
I
1
149
1
2
180
1
3
180
1
4
180
1
5
]so
1
6
180
1
7
]so
1
8
]so
1
9
180
1
10
180
1
11
150
1
12
1I9
* Available Storage Capacity is calculated as of the end of each month.
Preview Database Version =.0 Date Printed: 02-18-2003 Ca acin Page 1 of 1

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 archange 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 rear 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).
Preview Database Version 2.0 Date Primed: 2l18/03 Specification Page I

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
g. 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 Iagoon that is a component of a swine farm shall
be at least 50 feet from anv 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.
15. Animal waste shall not be discharged into surface waters, drainagew-ays,
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 grassedwaterways 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.
Preview Database Version 2.0 Date PrinTed: 2? 18./0 5pecificafion Paee

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 woodv species, etc., are Iimited 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. 1f 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.
Preview- Database Version 2-0 Date Printed: 2,1181`03 Specification Pate 3

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
five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
Preview Database Version 2.0 Date Printed: 2i i 8/p; Specification Pag.e 4

Crop Notes
The following crop note applies to field(s): 1. 2, 3, 4, 5, Zone A. Zone B. Zone C, Zone D. Zone E, Zone
F. Zone G, Zone H, Zone 1, Zone J
Fescue: Piedmont
Adaptation: Well -adapted.
In the Piedmont_ tall fescue can be planted Aug. 20 to Oct. 10 (best) and Feb. 15 to Mar_ 20. For
pure -stand broadcast seedings use 20 to 30 lb/ac_, for drilled use 1- to 20 lb,`ac_ seed. Use certified seed to
avoid introducing weeds or annual ryegrass. Plant seed 0?5" to 0.5" deep for pure stands. 0.25" in
mixture with clovers. Soil test for preplant and maintenance lime, phosphorus, and potassium
recommendations. Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply N for
mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lb/ac. N to
pure -stand fescue for hay production; reduce N rates by 25% for grazing_ Apply N Feb. 1 to Mar. 20 and
Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult vour regional agronomist or extension agent for assistance.
The following crop note applies to field(s): 1B, 2
Small Grain Silage. Piedmont and Mountains
In the Piedmont, small grain silage should be planted from October 10 to November 3. In the Mountains,
small grain silage should be planted from September 15 to October 31. Plant 18 to 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time frame. See the seeding rates table for applicable seeding rate modifications in the current
NCSU "Small Grain Production Guide".Also. increase the initial seeding rate by at least 10%when
planting no -till. Adequate depth control when planting the small grain is essential. Review the NCSU
Official Variety "green book" and information from private companies to select a high vieldina variety
with the characteristics needed for your area and conditions. Apply approximately 30 lbs N at planting_
Increase N at planting by —20% for no -till. Phosphorus and potassium should be applied according to a
soil test at this time. The remaining N should be applied during February -March. Apple 10 to 12 lbs. N
per ton of expected yield. The total N is dependent on soil type and expected yield. Plant samples can be
analyzed during the crowing season to monitor the nutrient status of the small grain_ Timely management
of diseases. weeds and insects are essential for profitable small °rain silage production_ Plant a cover
crop after harvest.
The following crop note applies to fieid(s): I B, 2
Pearl Millen. No Comment
Preview Database Version 2.0 Dale Printed: 02-24-2003 Crop Note Page 1 of l

EMERGENCY ACTION PLAN
PHONE NLiMBERS
DWQ `r'ID
EMERGENCY MA\'AGEME'_\_T SYSTEM _ '//
SWCD 7cg-�,ij-3���
MRCS r ,y-
This plan will be implemented in the event that wastes from vour operation are leaking.
overflowing_ or running off site. You should not wait until wastes reach surface waters or
leave your propem 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. I nc orporate waste to reduc e runo ff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where run off 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 flows 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
a. Dig a small sump or ditch away from the embankment to catch all seepage. put
in a submersible pump, and pump back to the 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 teach any surface waters?
b. Approximately how much was released and for what duration?
c. Anv 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 Qualiry) regional office;
Phone9ja--Yk-1641 After hours, emergency number: 919-/33-3942. 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;
Heather 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 number7+ {4!-2 t51ocal SWCD office phone number'To+t b�*Jk5 b, and
local MRCS office for advice/technical assistance phone number70'1-4,K354-
4. If none of the above works call 91 1 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
j. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: _
b_ Contractors Address:
e. Contractors Phone:
2 December 18. 1996

5_ Contact the technical specialist who certified the lagoon (I RCS, Consulting Engineer, etc.
a. Name:
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to rectifi,
the damagge, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
December 18, 1996

Swine Farm Waste Management Odor Control Checklist
Source Came BRIPs In Minimize Odor Site Specific Practices
Farn,slcad • Swine Produciion n Vegctafive or wooded bilffers;
rl Recommended best management practices;
r'I [ions! .judgement and common sense
Animal body surfaces • Dirly manure -covered animals r.-I Dry floors
Floor stirl'aces • Wei immure -covered floors D Slolled floors;
Cl Walerers located over slotted floors;
rl Feeders at high end of solid floors;
n Scrape manure buildup from floors,
r1 Underfloor venlilalion fur d, in
Manure collcclion hits • 1Jrinc; rl Frequent manure removal by hush, pit recharge,
• f'arlial Inicruhial decomposikoll or scrape;
M 1_111dcrfioor ventilation
Venlikillon C0,11ltil lulls • Volaldc gases; Fan mairllenairce;
• Dllmt n Efficicnl air rnovcnicill
Indoor surfaces • Dirm n Waslidown between groups of "Initials;
fl feed additives;
Deed covers;
n Deed delivery downspout extenders 14) fwder
covey%
Vittsh tanks • Agilalion of rLeycled lagoon Cl Flush lank covers;
Iigtkil while tanks a,c tilling I,xicnrl fill to near bottoin of tanks with
milli -siphon veils
flush alleys • Agilalion during waslewalet' T M Underfloor flush will, underfloor venlilafion ^�
convevancl:
Pit recharge points • Agital ion of ra;ycicd lagoon rl Fxtcnd recharge litics to near bollom of pits
liquid while pits sire fill'n,g wills :mfi-siphon vents-
Lifl stations • Agilalion during stlmp tank n Sunlit lank covers
lillina and drawdown
(hitsidc drain collmlion • Agitiil,oli dining wastewater rl Box covers
or tnnctioll boxes Conveyance
AMOC - November 11, 1996, Page 3

SnIII'Ce C:ausc 11Mi's In Minituiie Odor Nile specific Practices
I nd of drainpipes al • Agitation {luring wastewater 17 F.xiend discharge point of pipes midemcailt
lagoon conveyance . _ lagwil liquid level
Lagoon surfaces • Volatile gas cillissiorl; n Proper lagoon liquid Capacity;
• I iological mixing; n Correct lagoon slartup procedltres;
• Agitation ❑ Miniinurn surface area-lo-volume ratio;
n Minilmnn agilation When puriyping;
11 Mccliallical aeratlolt;
Cl Proven biol(vical additives
irrigation sprinkler
•
Iligh pressure agilalion;
CI
Irrigate on dry days with little or no wimp;
nozzles
•
Wind drift
1,
Mlrlllllnill t'L'4'4lillmeli(IL'll ppL'rallllg I)rC•Ssln'C;
ri
I'mul) intake Bear lagoon liquid surface;
n
Pump from second stage_lag;oon
Storage tank or bmin
•
Partial microbial dccollllloslthlll;
rl
Bolton] or midlevel loading.,
sill -face
•
Mixing while filling;
❑
"I'attk covers;
•
Agitation when emptying
n
Ilasin surface orals of solids;
Cl
Proven biological additives or oxidants
Soiling basin surface
•
Partial microbial deconlposilioll;
n
Extend (Iraillpipe outlets underncalh liquid
•
Mixing while filling;
Icvcl;
• A gitmion when emplying ri Remove settled solids regularly
Manure, slurry m sludge • Agitation when spreading; M Soil injection ol'slurry/sludges;
spreader uullels • Volatile gas emission's rl Wash residual Immure II'oal spreader atter IISC-,
n Proven hioloeical additives or oxidants
Uncovered IIIeillm-C,
• Volatile giLS emissions While
Ml
Soil injeclion of slurry/sludges;
sourly or sludge on field
drying
rl
Soil incorporation widlin 48 tits.;
surfaces
r1
Spread in thin iirliform layers for rapid drying;;
rl
Proven biological additives or oxidants
Dyad animals
Carcass decomI)o%ition
rl
Proper disposition of carcasses
Dead a11,11mil disposal pigs
• carcros decomposition
rl
Complete covering of carcasses ill burial flits;
ri
Proper localionlconshvctiori of disposal pits
Incinerators
• Incomplete combustion
rl
Secondary slack burners
AMO[ - November 11, 1996, Page 4

Source: Caasc BMI's 10 Minimize Odor Site Specific Practices
shunting water around • Improper drainage; ❑ Grade and landscape such That water dr his
facililics Microbial (ILvompositiun o1• sway from facilities
or panic rlrluer
Mud tracked onto • Poorly maintained access roads fj harm access road m aimenance
public roads From farm
access
Additional Information:
Swine Manure Mamigemen(; .0200 Rolc/BMl' Packel
swine Production Farm Polenlial Odor Sources and Remedies; L'BAE Fact Sheet
swine P14)(11Jcllon facility Manure Management: Pi( Recharge - Lagoon Trealment; F:IIAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAFs 129-88
Lagoon Design anti Management for Livestock Manure Treatment and Slorage; LBAE 103-88
Calibralion of, Manure and Wastewater Application Equipment, EIIAE Fact Shed
Conlrolling Odors from Swine Buildings; P111-33
F nviromnlculal Assurance Program: N1111C Manual
Options for Managing Will.; a report from the Swine Odor Task Force
N+lisance Concerns in Animal Manurc Management: Odors and Flies, PROW, 1995 Conference Proceedings
AMOC - November 11, 1996, Page 5
Available From:
NCSU, County Extension Center
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSLI - Swine Extension
NC Pork Producers Assoc.
NCSU - Agri Cor11111nnieatiO1V9
Florida Cooperative Extension

Sonrcc
Insect Control Checklist for Animal Operations
Cause
HMI's to Minimize Insects
Liquid Systems
Flush Goners • ACCIIIII IM'1 lrl of Solids C1 Blush syslem is designed and operated
sufficiently Io remove accumulated solids front
gutlels a5 designed;
C7 Remove bridging of accumulaied solids at disuhar�e
Lagoons and fits 0 Crusled Solids C7 Maintain lagoons, seltling basins ;old Ails where
(lest bleeding is ,Ipparcnl to miuinlin die
crusting of solids to a depth of no rnore than 6 -
R inches, over mare than 10% 01, surface.
Fuessive Vegelalive • Decaying vegetati►en C7 Maintain vegetalive. conlrol along hanks of'
Growth lagoolls mld olber intpnnntintcnts to prevelli
accunudalioo of decaying vegelalive inatler
along Water's edge on ini oundnlenl's 1suilrlcler.
iii-Y- -11'slcnis
Feeders • feed Spillage ❑ Design, operate and maintain feed systems (e.g.,
bunkers and troughs) io minimize the
accunudatiou of decaying wastage.
n Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
duriop winter).
Feed Slorage • Accumidalion of' feed residues Cl Rethice moisture accuJill lalion wilhin and
around immediate perimeter of feed storage
areas by insuring drainage away from site
anchor providing adequate aenlainptent (e.g.,
covered hin for brewer's grain and similar high
ntt►islure grain products).
n inspect for and remove or break [III accunnnlaled
solids in filter strips around feed steerage as
needed.
Animal I lending Areas e Accu ivilflllons of allllllal wastes
and feed wastage
n IR. - Nove mbei 1 1, 1996, Page I
it IJimiume Inw areas that Imp nioismre ,dong
feltccs and otller locations where waste
accumulates mid dislltrhance by :nlinials is
nliuiinal.
Cl Mainlalli fG1ce rows mid filler stlips around
anin►al holding areas to minintirc
acciimulaiioiis of wastes (i.e. inspeci for and
remove or break up accumtdaled solids as
needed.
Site 5ue.cific Practices

Sum-ce C IIIISC
]IMPS lu Minimize Illsee(s Sile Specific Practices
My Manure llandling • Accunrulwions of animal wasics C7 Remove sliillage on a routine basis (e.g., 7-10
Systems day inlerval during summer; 15-30 day interval
during whiter) where manure is loaded For land
applicalion or disposal.
[j Provide fo adequale drainage around Immure
stockpiles.
rl Inspect for an remove or break up accumulated
wastes in filter strips around stockpiles and
manure Itandling areas ae needed.
For more informalion contact die (_ooll r,ilive Fx1ellslon Service, Department of Entomology, Box 7613, North Carolina Stale Univetsily,
kaleigb, NC 27695-7h 13
AMIC - Nuveniber I I, 1996, Page 2
I

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.
Z] Complete incineration
r
❑ 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

107MIR[a
Lagoon Liquid Irrigation Vicld Record
For Recording Irrigalion Eweitts on DifICrCllt Fields
Farul Owlicr Facilily Number
tillrcader 011crafor
l r11G1 t�
field Y
L)alc
(111111/dd/yl)
OtIp •Lytle
Field SFce
(I41'C,ti)
Ilriplioll Tilrlc
Number of
Sprinklers Openllllig
SlalI Tilllc
Und Time
Tolld Mnniles

I'oi-m 11414-2
Tl acl 11
Ficld size (acres) = (A)
Form Owner
Owner's Address
Owner's Pllone 11
I_agocm l i[luid Irrigation Field Record
One Foral fin' finch Field Per Crop Cvcle
Facilily Number _
Irrigation Operalor
Irrigal ioll Operalor's
Address
Operalor's Phone #
From wasic I1lilizaliou flair
Crop Type Recommended PAN
(Loading (It)/acre) = (11)
(1) M (3) (A) (5) (6) 0) (g)
0)1 I1111 11 11
Dale
(nlntldellyr}
1r1'I�illi[ill
Waste Analysis
PAN I
(Ih/I000 gat)
PAN Applied
(11)/acre)
(8) x (9)
1000
Nilrogcn Hafance 2
(Il)/;lore)
(11)
Slarl Time
(hr:lllin)
I:ind Time
(hr:mirl)
'(brad Mimus
(3) - (2)
11 of Sprinklers
Opernling
Flow rile
(gal/min)
Tolal Volume
(gallons)
(4) x (5) x (G)
Volirurc per Acre
(gallacre)
(7)
(A)
Crop Cycle Tolals
Owner's SWIMIlre
Cci itied Operalor (Print)
Operalor's Signature
Operalor Ccrlificalion 4
1 NCDA Waste Analysis or 13cpOvalcol or NRCS Lslinlale,'i'cchnical Guide Secllon 633,
2 Filler the value received by subtracl ing cofmnn (10) from (14). Continue sublracling column (10) from cof111nn ( I I ) following each applicalion evcnl.

Form SL,II-I
Manurc Solids Application Field Record `
l'or Recording Manure solids Application Events on Different I"ields
Farm Owner Facility Number -
Spreadcr
I d
Traci H
field JJ
Dale
(mm/dd/ r)
Crop'I ype
Field Size
(acres)
Applicalion
Method{l}
it of loads
Per Field
Volume of t_oa(is(z)
(gallons)
II) SI =s+riI inenrpur;Hcd (disArd). IIIt = hrrradcam (smIIIce-applied)
12) ('an he lirund ill opeIII Ill s IIIarlu711 li)r sprcIli IQI. (,OIIIirCl 15 IOCHI (lcultI II' yun du unl hrnVc ynw i)WI WI's uIHrlIMI.

Norm S LD-2
'I tact 11
Field size (acres) = (A)
Farm Owner
Owner's Address
Owner's 1111orle 11
Field (1
Manure Solids Application Biel( Record
Une Form for lsach Field Per Crop Cycle;
Facility Number
Spreader Operator
Spreader Operator's
Address
Operator's Phone 11
Flom Waste Utilization flan
Clop Type Recommended PAN
Loading (lb/acre) _ (11)
f11 (2) (1) r4) fS) (6) (7) (u�
Date
(111111 d(1/yi)
11 of Loads per Field
Weight of Loads(I)
(tons)
Total Weight
(Ions)
(2) x (;)
Weight per Acre
(tons/acre)
(q) (A)
Waste AnalysisO IIAN
(Ihs/loll)
PAN Applied
(lbs/acre)
(6) x (5)
Nitrogen Valance(})
Ohs/acre)
(B) - (7)
Crop Cyc.lC Totals j—� � I
Owner's Signature
Geri if ied Operalol, (Print)
Operator's Signature
Operalorcurlification #
( I I ('an lie 61111111 Ili opelillol'S IMMIlill 101 IIIC %j)IC3111C1. i 011WO it local dC1110 II YOU (10 ]IM NOW }•OM tl VIVI'S nlnuual.
(2).Scc yo111 mlillull wilsle IMIlulge111CIll plan for sampling f1Cf111e11Cy. At it 11141iln11111, WOSIC .1q;IIVSiS IS rcyuired wilhiii (n [lays of land arllkllealllml eveills.
13) l:nler lice v;lllle leecived by sllhlrnclmi; coltnnll (7) fwat (Il)_ C IMI.11tIC suhuaClulg C0111MIl (7) fro111 cohnllrl (8) C"r1l-

QF %NA?FR { g '�(]� Michael F. Easley, Governor
AUG, 1 J L0 William Cs, Ross Jr., Secretary
U] North Carolina Department of Environment and Natural Resources
DENR-FAYEII> V�
LL4 Rt "ONN ,}4FID
.� Coleen Ff_ Sullins Director
Division of Water Quality
August 11, 2008
Kevin Martin
Kevin Martin Farm
PO Box 256
Ansonville, NC 28007
Subject: Sludge Compliance Requirement Change
Dear Permittee:
In accordance with Condition 1II.19 of State General Permit AWG100000, 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.
Ow
N rthCarolina
Tatura!!r�
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]
Internet: www.ncwateraualitv.= Location: 2728 Capital Boulevard Raleigh. NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportun4fAffittnative Aaron Employer— 50% 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
ynotify you of our decision.cr
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Ctenter
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,
-,rIa &�- �-
Keith Larick, Supervisor
Animal Feeding Operations Unit
Enclosures
cc (w/o enclosures): Anson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - AWSO_4000

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
December 3, 2004
Kevin Martin
Kevin Martin Farm
PO Box 256
Ansonville NC 28006
Subject: Certificate of Coverage No. AWSO40008
Kevin Martin Farm
Swine Waste Collection, Treatment,
Storage and Application System
Anson County
Dear Mr. Martin:
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 November 9, 2004 and in accordance with the
directive of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC)
issued to Kevin Martin, 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 AWSO40008
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 Kevin Martin Farm, located in Anson County, with an
animal capacity of no greater than an annual average of 3552 Wean to Feeder swine and the
application to land as specified in the facility's Certified Animal Waste Management Plan
(CAWMP). If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one
boar for each 15 sows. Where boars are unneccessary, they may be replaced by an equivalent
number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until 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 COG 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.
Aquifer Protection Section — Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] / FAX: [phone] I Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper
RECEIVED
JAN 0 3 2005
ON - FAYETI'> UILLE REGIONAL OFHCE
None
rthCarohna
Nahmally

PIease 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.
If your Waste Utilization Plan has been developed based on site specific information, careful
evaluation of future samples is necessary. Should your records show that the current Waste
Utilization Plan is inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all
applicable laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a
COC to operate under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to
restocking of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water
supply wells shall be constructed within the compliance boundary. Per NRCS standards a 100
foot separation shall be maintained between water supply wells and any lagoon, storage pond, or
any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the
General Permit or the CAWMP may result in the revocation of this COC, or penalties in
accordance with NCGS 143-215.6A through 143-215.6C including civil penalties, criminal
penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of
the General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual permit by contacting the staff member listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be
final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional
Office Water Quality Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact Duane Leith at [phone].
Sincerely,
(/
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: ° " (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Anson County Health Department
Anson County Soil and Water Conservation District
Permit File AWSO40008
APS Central Files

q% -
�OF w A rFR p Michael F. Easley, Governor
`0 (� William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
p Division of Water Quality
October 28, 2004
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Kevin Martin
Kevin Martin Farm
PO Box 256
Ansonville NC 28006
RECEIVED
NOV - s 2004
DERR-FAYEf1E LLEREGIONAL OFRCE
Subject: Application for Renewal of Coverage under the State Non -Discharge General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation General Permits.
These permits expired on October 1, 2004. On June 11, 2004, the North Carolina Division of Water Quality
(Division) issued revised State General Permits for animal facilities. The General Permits were issued in
accordance with the directive of Senate Bill 733 (Session Law 2003-28). The Division staff is currently in the
process of issuing Certificates of Coverage for these revised general permits.
In order to assure your continued coverage under the general permit, you must apply to the Division for renewal.
Enclosed you will find a Permit Coverage Renewal Application Form. The application form must be completed
and returned within 60 days from receipt of this letter.
Failure to request renewal of your coverage under a general permit within the time period specified may result in
a civil penalty. Operation of your facility without coverage under a valid general permit would constitute a
violation of NCGS 143-215.1 and could result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the general permits, the enclosed application, or any related matter please feel
free to contact J.R. Joshi at [phone].
Sincerely,
M. Paul Sherman, P.E.
Enclosures (COC Renewal Form)
Cc: Anson Soil and Water Conservation District
Fayetteville Regional Office, Division of Water Quality
Permit File AWSO40008
1� Carolina
)atura!!f
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: ht1p://h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal Opportun4lAffimiative Acbm Employer— 50% Recydedll^ Post Consumer Paper

02/08/00 TUE 1S:24 FAX [phone]
f4
CARROLL'S FOODS
0001
rE8 8 2000
FAYerrEVrLLE
REG*
prFr
arx .Cover Sheet
a
I
RE:
DATE: 1� -. Q - L) o
TIME: C� 11:10
PHONE: 9 t 01276-0648
FAX: [phone]
CC:
Number of pages including cover sheet: _
Message:
3-1

02/08/00
TUE
15:24 FAX
910 276 2590
"FED 02
'0e
10:S7AM
CFMOLL'S FOODS
CARROLU S FOODS
P .12
(A002
Date: - i - dv
Division of Water Quality
225 Green Street -Suite 714
Fayetteville. NC 28314
Subject: Plan of Action
Name
Farm
Facility No:
w AA —.-
Phone, Owf) Bab- 89goZ
Checked below are the items to be carried out on the above farm:
1 _ Check inside and outside of builder for water leakage and
water usage.
.. 2. Repair and adjust any problems concerning excess water.,
LM_ 3. Inspect berms around the lagoon(s) to make sure that
water is not entering the sysiaam. Repairs will be made
where problems are identified.
OK 4. Review flushing and pit recharge schedules. Reduce
flushing and pit recharges where possible.
o r% 5. Closely monitor the soaking and clean -out of buildings
between herd placements. Reduce time and amount of
water usage as much as posstble.
O k 6. Check the moisture levels and crop conditions in all
spray fields. Utilize applications on winter cover crops
according to CWAW (original or amended).
7. Utilize the 30 day prior to planting practice on those fields
to be planted in row crops.
uSCue I a 8 vP nF Nit rc nm
30 MZAV, of Febru"

02/08/00 TLTE_15:24 FAY. 910 276 2590 CARROLU S FOODS lih 003
•^ FES 02 100 10:57AM CARROLLIS FOODS P.2i2
Y
a k 8. Review CWAW and begin spraying on coastal bermuda as
soon as plan allows (follow all regulations re: nuwft).
9_ Obtain required permission from adjacent landowner to
spray on designed fields. Amend the CWAW before
any fields not cunm ly on the CWAW are utilized.
of% 10. Investigate the feasibility of IIIStaliing pressure reducers
on water lines.
Additional practices to be used:
F ,
.,�� • -
a -
l"!I%�,A
Signature ���, �cx� .
Date a - I • oc

BRI 1WN CREEK Soil Water Corse, on District l Natural Resources Comantlon SeMee
WASTE UTILIZATION PLAN
Waste Udlization Plan
Name of Operation:
Kevin M Martin Swine Farm
Facility Owner
uv� ff \..q n.� Date: 2- E 6 4 7
Kevin M Martin
Facility Manager
(if different from owner)
Date:
Person Preparing Plan
Date: �S /
Robe E. Horton
Affiliation: USDA -Natural Resources Conservation Service
1706 Morven Road
Wadesboro, NC 28170-3142
END
Page 8 ANSON COUNTY NC

BRVWN CREEK Soil Water Conse. :on District
Natural Rmure s Consemdon 8entee
WASTE UTILIZATION PLAN
1, James K (Buddy) Martin , hereby give Kevin M Martin
Permission to apply animal waste from his Swine 0,peration/Facil'ity on my land, described as follows:
Tract (or other ID): 10392 Acres: 93.5 Term: 5/14/97 to 12131 /10
EPA�,� _y tam
aa'b1��1•'i:t
hereby give
Permission to apply animal waste from his Swine Operation/Facility on my land, described as follows:
Tract (or other ID): Acres: Term: to
00- "M+i —, ib ywis an ea"Fil,r�e ifMro"� "`
hereby give
Permission to apply animal waste from his Swine Operation/Facility on my land, described as follows:
Tract (or other ID): Acres: Term: to
(We), understand that this waste contains nitrogen, phosphorus, potassium, and other tract elements that
when property applied should not harm my land or crops (including pasturethayland). I (we) also understand
that the use and application of animal waste will reduce my need for commercial fertilizer.
Adjacent Landowner(s)
Date: 97
James K (Buddy) Martin NOTARY
Date:
NOTARY
Date:
NOTARY
END
Page 9 ANSON COUNTY Nc

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�F W A TF
O 9 pG
r
-i
0 C
.
Michael F. Easley, Governor
William G. Ross,1r., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
May 23, 2003
Kevin Martin
'JUN 5 2003
Kevin Martin Farm
PO Box 256
" —
Ansonville NC 28006
EYE r �_
Subject: Certificate of Coverage No. AWSO40008
Kevin Martin Farm .
Swine Waste Collection, Treatment, Storage
and Application System
Anson County
Dear Kevin Martin:
In accordance with your application received on December 1, 2000,' we are forwarding this Certificate of
Coverage (COC) issued to Kevin Martin, authorizing the operation of the subject animal waste collection,
treatment, storage and land application system in accordance with General Permit AWG100000. This approval
shall consist of the operation of this system including, but not limited to, the management of animal waste from
the Kevin Martin Farm, located in Anson County, with an animal capacity of no greater than 3552 Wean to
Feeder and the application to land as specified in the Certified Animal Waste Management Plan (CAWMP). If
this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows. Where
boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows may be replaced
by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until October 1, 2004. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as specified in the
General Permit, the facility's CAWMP, and this COC. An adequate system for collecting and maintaining the
required monitoring data and operational information must be established for this facility. Any increase in waste
production greater than the certified design capacity or increase in number of animals authorized by this COC (as
provided above) will require a modification to the CAWMP and this COC and must be completed prior to actual
increase in either wastewater flow or number of animals.
If your Waste Utilization Plan has been developed based on site specific information, careful evaluation of future
samples is necessary. Should your records show that the current Waste Utilization Plan is inaccurate you will
need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable laws,
rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate under this
permit convey any property rights in either real or personal property.
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
143-215.5C including civil penalties, criminal penalties, and injunctive relief.
Non -Discharge Permitting Unit Internet httpJ/h2o.enr.state.nc.uslndpu Amm
1617 Mail Service Center, Raleigh, AFC 27699-1617 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50'% recycled/109b post -consumer paper

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 lgcated 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,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
cFayetie�ville-Regional Office, Water Quality Section
Anson County Health Department
Anson County Soil and Water Conservation District
Permit File AWSO40008
NDPU Files

Nutrient Management Plan For Animal Waste Utilization
03-07-2003
This plan has been prepared for:
Kevin Martin
Kevin M Martin
P O Box 256
Ansonville, NC 28007-025 6
704-826-895 3 (H
This plan has been developed by:
R. Lin Taylor �q
NRCS
1706 Morven Road
Wadesboro, NC 28170
704-694-3516 ext.3O
Developer Signature
Type of Plan: Nitrogen Only with Both Manure and Fertilizer
Owner/Manager/Produeer 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.
Signature (owner)
Signature (manager or producer)
3 ? - 63
Date
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: 7e ,r--
Technical Specialist Sign&re Date
- ----------- - ----------- ---------------------- ---------------------------------------------------------------------------------
Preview Database Version 2.0 Date Printed: 03-07-2003 Cover Page 1

Narrative
NOTES FROM OLD PLAN: Operation Notes - Site Approval - 3/94; Carroll's Design Approved
(MRCS) - 9/94; Certified #N000348 - 1/95.
Producer irrigates swine waste on Tract 10391 Field la. Rest of fields in plan - application by honey
wagon. Odd corners not included in effective irrigated acreage in field la might be utilized with honey
wagon. Producer is a certified irrigation operator... irrigation gun needs some modification to reduce
application rate. Producer has an agreement with his father - Buddy Martin, to apply waste to fields on
Tract 10392. Carroll's Foods representatives have installed a visible pumping marker @ NW corner of
lagoon. "Waste Generation changed to reflect NRCS FOTG 633-46 instead of "As -Built" volumes on
511101 as per DWQ non -discharge permitting section.
NEW NOTES:
1) Plan rewritten in North Carolina Nutrient Management Software as producer requested plan
amendment due to new application windows as approved by the SB 1217 Technical Guidance Committee
in Seventh Guidance Document.
2) A Solid Set irrigation system was installed on Tract 10391 Field 1 by Johnson and Company Irrigation
Sales Inc. Wettable Acres determination certified 10/2001 by Henry R. Johnson Jr. of Johnson and
Company Irrigation Sales has been used in this new plan. Field Ia is now listed as Zone A - Zone J.
Acreages match the wettable acres determination.
3) Tract 10339 Field 2 has been added as another application site. Producer plans to rotate broadcast
waste to different fields to avoid any nutrient buildup. Acreage is not needed to meet minimum
requirements for application area. No changes to agreement sheet have been made other than to add this
tract as producer's father owns this tract also.
4) Irrigation application rates have been changed from soil defaults in software to original plan rates as
irrigation system was designed based on prevailing rate at that time. Rate was based on NRCS Section
II-G, Sprinkler irrigation Guide, Group 3 soil type, 0.40"/hr. Software default is 0.30 in original plan and
irrigation system application was designed for 0.34"/hr. This is a pen and ink change due to software
limitations.
5) Nutrient deficits will be addressed with commercial fertilizer when needed.
------------------ - - ----- - ------ ----........... - ----............ --------- ....... ------ ................... ........... -------------
Preview Database Version 2.0 Date Printed: 02-I8-2003 Narrative Page 1 of 1

BROWN CREEK Soil Wacer Canoe. ' :on Mscrict L Natnrsl E ounces Conserradon SerFice
ASTE UTILIZATION PLAN
Animal Waste Utilization
I, James K (Buddy) Martin , hereby give Kevin M Markin
Permission to apply animal waste from his Swine Operation/Fadlity on my land, described as follows:
Tract (or other ID): 10392.) la 339 Acres: -Z�J' HO Term: 5114197 to 12/31/10
hereby give
Permission to apply animal waste from his Swine Operation/Facility on my land, described as follows:
Tract (or other ID): Acres: Term: to
hereby give
Permission to apply animal waste from his Swine Operation/Facility on my land, described as follows:
Tract (or other ID): Acres: Term: to
I (Vile), understand that this waste contains nitrogen, phosphorus, potassium, and other tract elements that
when properly applied should net harm my land er crops (including pasture/hayland). I (we) also understand
that the use and application of animal waste will reduce my need for commercial fertilizer.
Adjacent Landowners)
Date:
James K (Buddy) Martin I OTAIRY
Date:
Date:
ti OT.-\.RY
I OTARY
END
Page 9 A.NSON COUNTY NC

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is included in this plan.
S5
Swine Nursery Lagoon Liquid waste generated 678,432 gals/year by a
3,552 animal Swine Nursery Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
1563
Incorporated
2684
Injected
2955
Irrigated
1698
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
15,975.05
6,911,811
-6,233,379
Niiie: Insource TD, Sinearis sfandardsource;U-means iiserdefiiiedsoui'ce:----- -------------------------
Preview Database Version 2.0 Date Printed: 02-18-2003 Source Page l of

I
I
TRACT 103 9
a
l�
!HPIc:4.10fl nRl A;)Jt.
HAS IOtfr, AC.P.LFMf4-
Pvc
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4" �-
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ks
S" BALL
VALVE
C�-
UALL VALVE
1
SPO KLER
4"
ea' , .
2" 111A,
"
Z_ o o E
BALL VALVE
Ao
en
s
OAT J N C F
Q PER
PFR
n '
4
x
2" PVC
e3
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.3
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^
2" PVC
id
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-
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.
BALL VALVE
ND'
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3" en
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ee 1" wv 2" m 2" en 3-
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The table shown below provides a summary of the crops or rotations included in this plan for each field.
Realistic Yield estimates are also provided for each crop in the plan_ In addition, the Leaching Index for each
field is shown, where available.
Planned Crops Summary
Tract
Field
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
10339
IB
N/A
Badin
Small Grain, Silage
9.6 Tons
Pearl Millett, Pasture
33 Tons
10339
2
NIA
Badin
Small Grain, Silage
9.8 Tons
Pearl Millett, Pasture
3.3 Tons
10391
Zone A
NIA
Badin
Fescue Pasture
3.9 Tons
10391
Zone B
NIA
Badin
Fescue Pasture
3.9 Tons
10391
Zone C
NIA
Badin
Fescue Pasture
3.9 Tons
10391
Zone D
NIA
Badin
Fescue Pasture
3.9 Tons
10391
Zone E
NIA
Badin
Fescue Pasture
3.9 Tons
10391
Zone F
NIA
Badin
Fescue Pasture
3.9 Tons
103911
Zone G
N/A
Badin
Fescue Pasture
3.9 Tons
10391
Zone H
N/A
Badin
Fescue Pasture
3.9 Tons
10391
Zone I
N/A
Badin
Fescue Pasture
3.9 Tons
10391
Zone 7
NIA
Badin
Fescue Pasture
3.9 Tons
10392
1
N/A
Badin
Fescue Pasture
3.9 Tons
10392
2
NIA
Badin
Fescue Pasture
3.9 Tons
10392
3
N/A
Badin
Fescue Pasture
3.9 Tons
10392
4
NIA
Badin
Fescue Pasture
3.9 Tons
10392
51
NIA
Badin
Fescue Pasture
3.8 Tons
LI
Potential Leaching
Technical Guidance
Low potential to contribute to soluble
None
<
nutrient leaching below the root
zone.
_ &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<-10
` soluble nutrient leaching below the
root zone.
High potential to contribute to
utrient Management (590) should be planned. Other conservation practices that improve the
soluble nutrient leaching below the
soils available water holding capacity and improve nutrient use efficiency should be
> 10
root zone.
considered. Examples are Cover Crops (340) to scavenge nutrients. Sod -Based Rotations
(328). Long -Term No -Till (778). and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
Preview..... Database Version 2.0 ........ . bate Pr— d:. 01'' -2003 --- PCS Pale I of 1
NOTE: Symbol * means user entered data.

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 cons idenition or 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 oftile nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from ]zrevious crops. An estimate ofthe quantity of solid and liquid waste that wilt be applied on each field
in order to supply the indicated (luanIity oi'niIrogen 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 ofthe manure generated by the operation.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will 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 overapplication of phosphorous when excessive levels ofthis nutrient are detected in a field.
Waste Ulilization Table;
Year 1
'tract
field 1
Source
I.I).
Soil Series
Total
Acre
(fse.
Acres
Crop
RYF I
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs1A)
Comm.
fcrl.
Nutrient
Applied
((I WA)
Res.
(I bs/A)
Applic.
WOW,
Manure
PA
Nutricnl
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
liquid
Manure
Applied
(field)
Solid
MaIII lfe
Applied
(fidd)
N
N
N
lbs/A
1000
gal/A
tons
10008als
tons
-10339
Ili
S5
Badin
3.70
3.00
Small Uraia, Silage
9.6'Fons
9/1-3/31
104
6
0
Broad,
98
42,55
0
127.65
0.00
-I0339
111
S5
Badin
3.70
3.00
Pearl Millelt, Pasture
3.3 Tons
4/1-9115
120
0
U
Broad.
120
52,10
0
156.30
0.00
-10339
2
S5
Badin
19.10
19.10
Small Grain, Silage
9.8 Tons
911-3/31
106
6
U
Broad.
100
43.42
0
829,27
0.00
-10339
2
S5
Badin
19.10
19 10
Pearl Millen, Pasture
3.3'['ons
4l1-9/15
120
0
0
Broad.
120
52,10
0
995.13
0.00
1o391
"Lone A
85
Badin
0.71
0.71
fescue PaSIUm
3.9 Tons
811-7131
127
U
0
[trig.
127
W73
0
35.87
0.00
10391
Zone B
S5
Badin
U.54
0,54
I;cscue PaYlnte
3.9'I'ons
811-7131
127
tl
0
Irrig.
127
50.73
U
27.60
0,00
10391
Zone
S5
Badin
0.56
0.56
Fescue Pastore
3.9'1'uns
811-7131
127
0
0
Irrig.
127
50.73
0
28.51
0,00
10391
Zone 1)
S5
Badin
0,53
0,53
Fescue P16tllre
3.9'I'ons
811.7/31
127
0
0
Irrig.
127
50.73
0
26.08
0.00
10391
one E
S5
Badin
0.53
0.53
fescue Pasture
3.91'011s
811-7131
127
0
0
Irrig.
127
50,73
0
26.08
0.00
10391
"Lone f
S5
Madill
(1.53
U.53
I'CSCue PaSlure
P)Tuns
811-7131
127
0
U
Irrig.
127
50.73
0
26.08
0.00
10391
"lute Ci
SS
I Iladin
0.33
0,53
fescue Pasture
3.9 "Ibus
811-7/31
127
0
U
Irrig.
]27
50.73
U
26.G8
0.00
.... ....... .._........ _._ . ..... ...................... .... .........._........._......_.. .
Preview Database Version 2.0 Date Printed: 2/24/03 wur Page l

Waste Utilization Table
Year 1
Trace
Field
Source
I.D.
Soil Series
"total
Acre
Use.
Acres
Crop
Ryi,
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Cumnt.
Vert.
Nutrient
Applied
(Ibs/A
Res.
(lbs/A)
Applie,
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manurc
Applied
(acre)
liquid
Manure,
Applied
(Field)
Solid
Manure
Applied
(field)
N
N
N
Ibs1A
1000
gal/A
tons
1000 gads
tuns
10391
Lone 11
S5
Budin
0.54
U.54
FCSCkIC Pastore
3.9 Tons
8/1.7/31
127
0
0
Irrig.
127
50.73
0
27,60
(.UU
10391
Zone I
S5
Radii)
0,58
0,58
FeSerle !'store
3.9'foas
8/1.7/31
127
0
0
lrrig.
127
50.73
0
29.42
U.00
10391
"Lune J
S5
Iladin
0.44
0.44
FC5CLIC Pasture
3.9'funs
8/1.7/31
127
0
01
Irrig.
127
50.73
U
22.07
0.00
-10392
1
S5
Iladin
7.30
7.30
ITSCne Pasture
3.9 Tons
8/1-7/31
127
0
0
Broad.
127
55,14
0
402.52
0.00
-10392
2
S5
Iladin
16,80
16.80
FOCnC PnStUrC
3.9'Fons
811-7131
127
0
0
Broad.
127
55,14
0
926.36
0.00
--10392
3
S5
ladin
13.80
13.80
Fescue Pasture
3,9Tons
8/1-7/31
127
0
U
Broad.
127
55.14
0
760,94
0.00
-10392
4
S5
Iladin
0.90
0,90
Fcscue Paslurc
3.91'ons
8/1-7/31
127
(i
0
Broad,
127
55.14
U
49.63
0.00
-10392
5
S5
Iladin
54.70
50.00
Fescue Pasture
1S Tons
810131
124
1
0
Broad,
123
53.40
U
2,670.18
0.00
'total Applied, 1000 gallons
7,195.76
,-P"keCk
Lagoon Liquids
Total Produced, 1000 gallons
678.43
,;t
Balance, 1000 gallons
-6,517.33:9.
Total Applied, tons
Manurc Solids
TUlu1 Produced, tons
Balance, tuns
Notes: J. In the tract cUlnll7[t, symbol - means leased, otherwise, awned.
2. Symbol' means user entered data.
_.. ........... ..
Preview Database Version 2.0 Date Printed; 2/24/03 WUT Page 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 ADnIication Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
10391
Zone A
Badin
0.40
1.00
10391
Zone B
Badin
p yo A81T
1.00
10391
Zone C
Badin
D ,4A6 A-K
1.00
10391
Zone D
Badin
1.00
10391
Zone E
Badin
440 W
1.00
10391
Zone F
Badin
4jD PC
1.00
10391
Zone G
Badin
0 V4
1.00
10391
Zone H
Badin
G , e4 p
1.00
10391 1
Zone 1
Badin
, 1,40 9-KI
1.00
10391 1
Zone i I
Badin
Q , sp
1.00
S e-e
C-1 i2
; N ?�) a.,rr g4; ve- �c r e,)rf h -a:�; o,J D-� 4 JX
.............. ........ .... -----------............................... ------- ----------- .............. -------- -....--- ..... --------------
Preview Database Version 2.0 Date Printed: 02-18-2003 IAF Page 1 of I

8
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 applicatiop 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 be taken 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 Nursery Lagoon Sludge - Standard
Corn 120 bu
1 1501
13.16
9.041
19.08
27.12
Hay 6 ton R.Y.E.
300
26.32
4.32
9.04
13.56
Soybean 40 bu
1 1601
14.04
8.48
16.95
25.43
--- ----------------- . ------ ----,........................... -------- ........ ....... ... ---------- ---------- -------
Preview Database Version 2.0 Date Printed: 02-18-2003 Sludge Page I of I

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 Iess 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 Storage Capacity
Source Name
I Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
8/30
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
149
1
2
I80
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
180
1
11
150
1
12
119
* Available Storage Capacity is calculated as of the end of each month-
-------- -- --------------------------- ---- ------------------------- -- -------------------------------------------- - --- --------------------
Preview Database Version 2.0 Date Printed: 02-18-2003 Capacity Page I of 1

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).
--------------------------- -----------------------
Preview Database Version ?.0 Date Printed: 2/18/0; Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
g. 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.
15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided 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.
------------------------- --------------- --------------------------------- .......... .------------------- -------------- .....................
Preview Database Version 2.0 Date Printed: 2/18/03 Specification Page 2

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.
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.
---------------------------------------------------------------------------------------------- ----------------------------_----------------- -------------
Preview Database Version 2.0 Date Printed: 2/18/03 Specification Page 3

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
five () years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
---------------- -------------------------------------- -------------- --- --------------------------- --------------..----------
Preview Database Version 2.0 Date Printed: 2/18/03 Specification pane 4

Crop Notes
The following crop note applies to field(s): 1, 2, 3, 4, 5, Zone A, Zone B, Zone C, Zone D, Zone E, Zone"
F, Zone G, Zone H, Zone I, Zone J
Fescue: Piedmont
Adaptation: Well -adapted.
In the Piedmont, tall fescue can be planted Aug. 20 to Oct. 10 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 lb/ac. seed. Use certified seed to
avoid introducing weeds or. annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in
mixture with clovers. Soil test for preplant and maintenance lime, phosphorus, and potassium
recommendations. Apply 40 to 60 Ib/ac nitrogen at planting for pure stands only. Do not apply N for
mixtures with clovers but use proper Iegume inoculation techniques. Apply 150 to 200 lb/ac. N to
pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb. I to Mar. 20 and
Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
The following crop note applies to field(s): I B, 2
Small Grain Silage, Piedmont and Mountains
In the Piedmont, small grain silage should be planted from October 10 to November 3. In the Mountains,
small grain silage should be planted from September 15 to October 3 1. Plant 18 to 22 seed/drilI row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time frame. See the seeding rates table for applicable seeding rate modifications in the current
NCSU "Small Grain Production Guide".Also, increase the initial seeding rate by at least 10% when
planting no -till. Adequate depth control when planting the small grain is essential. Review the NCSU
Official Variety "green book" and information from private companies to select a high yielding variety
with the characteristics needed for your area and conditions. Apply approximately 30 lbs N at planting.
Increase N at planting by 20% for no -till. Phosphorus and potassium should be applied according to a
soil test at this time. The remaining N should be applied during February -March. Apply 10 to I2 lbs. N
per ton of expected yield. The total N is dependent on soil type and expected yield. Plant samples can be
analyzed during the growing season to monitor the nutrient status of the small grain. Timely management
of diseases, weeds and insects are essential for profitable small grain silage production. Plant a cover
crop after harvest.
The following crop note applies to field(s): 1 B, 2
Pearl Millett: No Comment
........... ..... ..........---------......---.....----- ......----------------­.... ... ........ - .......-..y - ------ .. --
Preview Database Version 2.0 Date Printed: 02-24-2003 Crop Note Page I of I

EMERGENCY ACTION PLAN
PHONE NUMBERS
DwQ910--q3&-L,5#1
EMERGENCY MANAGEMENT SYSTEM W
SWCD o q- L9,1- 35 i4 ^
NRCS ^IGy - 4-9V
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running offsite_ 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.
L 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. 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 flows in the house, flush systems, or solid separators.
1 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
a. Dig a small sump or ditch away from the embankment to catch all seepage, put
in a submersible pump, and pump back to the 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;
Phon4la--ft-15y1 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 numberU-4"-Z,fI$ local SWCD office phone number7df-4*350, and
Iocal NRCS office for advice/technical assistance phone number7W 494-35e6
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 Iagoon (MRCS, Consulting Engineer, etc.
a. Name:
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
December 18, 1996

Swine Farm Waste Management Odor Control Checklist
Source Cause RMPs to Minimize Odor Site Specific Practices
Farmstead • Swine Production ❑ Vegetative or wooded buffers;
❑ Recommended best management practices;
❑ Good judgement and common sense
Animal body surfaces • Dirty manure -covered animals ❑ Dry floors
Floor surfaces • Wet niamtre-covered floors ❑ Slotted floors;
❑ Waterers located over slotted floors;
❑ Feeders at high end of solid floors;
❑ Scrape manure buildup from Floors;
Cl Underfloor ventilation for drying
Manure collection pits • Urine; ❑ Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
Cl Underfloor ventilation
Ventilation exhaust fans
• Volatile gases;
❑ Fan maintenance,
• Dust ❑ Efficient air movement
Indoor surfaces • Dust ❑ Waslidown between groups of animals;
C1 Feed additives;
❑ Feed covers;
Cl Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon ❑ Flush tank covers;
liquid while tanks are filling 0 Extend fill to near bottom of tanks with
ami-si lion vents
Flush alleys • Agitation during wastewater ❑ Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon ❑ Extend recharge lines to near bottom of pits
_ liquid while pits are filling with anti siphon vents
Lift stations • Agitation during sump tank ❑ Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater ❑ Box covers
or junction boxes conveyance
AMOC -November 11, 1996, Page 3

Source Cause BMPs to Minimize Odor Site Specific Practices
End of drainpipes at 0 Agitation during wastewater Cl Extend discharge point of pipes underneath
lagoon n conveyance lagoon liquid level ^�
Lagoon surfaces • Volatile gas emission; ❑ Proper lagoon liquid capacity;
• Biological mixing; ❑ Correct lagoon startup procedures;
• Agitation ❑ Minimum surface area -to -volume ratio;
❑ Minimum agitation when pumping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler • High pressure agitation; 0 Irrigate on dry days with little or no wind;
nozzles
• Wind drift ❑ Minimum recommended operating pressure;
D Pump intake near lagoon liquid surface;
❑ Pump from second sta a lagoon
Storage tank or basin • Partial microbial decomposition; ❑ Bottom or midlevel loading;
surface Mixing while filling;
Cl
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 - r1 Remove settled solids regularly
Manure, slurry or sludge • Agitation when spreading; rl Soil injection of slurry/sludges;
spreader outlets Volatile gas emissions rl Wash residual manure from spreader after use;
rl Proven biologLical additives or oxidants
Uncovered manure, 0 Volatile gas emissions while rI Soil injection of slurry/sludges;
slurry or sludge on field drying
surfaces rl Soil incorporation within 48 hrs.;
r I Spread in thin uniform layers for rapid drying;
r I Proven biological additives or oxidants
Dead animals • Carcass decom sition r I Proper disposition of carcasses
Dead animal disposal pits • Carcass decomposition r9 Complete covering of carcasses in burial pits;
r'I_ Proper location/construction of disposals
Incinerators 0 Incomplete combustion r I Secondary stack burners
AMOC - November 11, 1996, Page 4

Source
Cause
BMPs to Minimize Odor
Standing water aroruid • Improper drainage; p Grade and landscape such that water drains
facilities • Microbial decomposition of away from facilities
organic matter
Mud tracked. onto • Poorly maintained access roads i7 Farm access road maintenance
public roads from faun
access
Site Specific Practices
Additional Information: Available From:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment', EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon 'Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-88
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIK-33
Environmental Assurance Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
AMOC - November 1 l , 1996, Page 5
NCSU, County Extension Center
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - Swine Extension
NC Pork Producers Assoc.
NCSU - Agri Communications
Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of Solids ❑ Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed;
❑ Remove brit in& g 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 aver more than 30% of surface.
Excessive Vegetative • Decaying vegetation ❑ Maintain vegetative control along banks of
Growdt 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
clay interval during summer; 15-30 clay interval
[luring winter).
Feed Storage • Accumulation of feed residues
❑
Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
anti/or providing adequate containment (e.g.,
covered bin far brewer's grain and similar high
moisture grain products).
❑
Inspect far and remove or break up accumulated
solids in filter strips around feed storage as
needed.
Animal Holding Areas 9 Accumulations of animal wastes
❑
Eliminate low areas that trap moisture along
and feed wastage
fences and oilier 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 tap accumulated solids as
needed.
AMIC - November 1 1 , 1996, Page - i

Source Cause BMPs to Minimize Insects Site Specific Practices
Dry Manure Handling • Accumulations of animal wastes p 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,
p Provide fo adequate drainage around manure
stockpiles.
p Inspect for an 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 - November 1 t , 1996, Page . 2

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 o f 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

Form IRR-I
Lagoon liquid Irrigation Field Record
For Recording Irrigation Events on Different Fields
Farm O►vner Facilily Number -
Spreader Operalor

Form IRR-2
Tract #
Field size (acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Field #
Lagoon Liquid Irrigation Field Record
One Form for Each Field Per Crop Cycle
Facility Number I I -
Irrigation Operator
Irrigation Operator's
Address
Operator's Phone #
From Waste Utilization Plan
Crop Type Recommended PAN
Loading (lb/acre) = (B)
(1) (21 (3) (a) (5) (6) (7) (8)
(9) (all) fill
Dale
(mm/dd/yr)
Irrigalion
Waste Analysis
PAN 1
(lb/1000 gal)
PAN Applied
(lb/acre)
(8) x (9)
1000
Nitrogen Balsulce 2
(lb/acre)
(B) - (10)
Simi Time
(Iwmin)
End Time
(hr:min)
Total Minutes
(3) -(2)
# of Sprinklers
Operating
Flow rate
(gaUmm)
Total Volume
(gallons)
(4) x (5) x (6)
Volume per Acre
(gaUacre)
(7)
(A)
i
Crop Cycle Totals
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator Cerlification #
I NCDA Waste Analysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
2 Fula the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (1 1) following each application event.

Form SLIM
Manure Solids Application Field Record
For Recording Manure solids Application Events on Different Fields
Farm Owner Facility Number
Spreader Operator
Tract N
Field #
Dale
(mm/dd/ r)
Crop Type
Field Size
(acres)
Application
Method(')
# of Loads
Per Field
Volume or Loads(2)
(gallons)
(1) Sl = soil incorporated (disked); ❑R = broadcast (surface applied)
(2) Can be found in operators manual for spreader. Contuct a local dealer if you do not have your owner's manual.

Form SLD-2
Tract #
Field size (acres) = (A)
Faun Owner
Owner's Address
Owner's Phone #
Field #
Manure Solids Application Field Record
One Dorm for Each Field Per Crop Cycle
Facility Number -
Spreader Operator
Spreader Operator's
Address
Operator's Plione #
Front Waste Utilization Plan
Crop Type Recommended PAN
Loading (lb/acre) = (B)
n) (1) TA1 f51 (6) (7) (8)
Date
([mn/dd/yr)
# of Loads Per Field
Weight ofLoads (I)
(tons)
Total Weight
(tolls)
(2) x (3)
Weight per Acre
(tons/acre)
(4) , (A)
Waste Analysis(') PAN
(lbsAon)
PAN Applied
(lbs/acre)
(6) x (5)
Nitrogen Balance(3)
(lbs/acre)
(f3) - 7
Crop Cycle Totals I R�I
Owner's Signature
Certified Operator (Print)
Operator's Signature
Operator Certification #
(l) Can be luund in operator's manual for the spreader. Contact a local dcaler if you do not have year owner's manual.
(2) See your animal wrote ntuangentcal pluti lur sampling frequency. At a minimum, waste analysis is required within 60 days orland application events.
(3) linter the value received by subtracting column (7) tram (B). C011141ne subtracting column (7) from column (8) following such application even[.

1 � 4
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGIN
General Permit - Existing Animal Waste Ope�
The following questions have been completed utilizing information on file vft the, Pivision. Please
review the information for completeness and make any correctiorW are apprb'pli'r`date. If a
question has not been completed by the Division, please complete as h% 0119 o not leave
1opany question unanswered. "�:g =' Pam ;1"Ur-9
1- GENERAL INFORMATION:
1.1 Facility Name: Kevin Martin Farm
1.2 Print Land Owner's name: Kevin Martin
1.3 Mailing address: PO Box 256
City, State: Ansonville NC Zip: 28006
Telephone Number (include area code): 826-8953
1.4 County where facility is located: Anson
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): ^_ 1441-W, 5aZ I (Dal
1.6 Print Farm Manager's name (if different from Land Owner): Kevin Martin
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: 1/27/1995
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No_: 04 (county number); 8 (facility number). -'
2.2 Operation Description: Swine operation
Wean to Feeder
3552- Certified Design Capacity
Is the above information correct? FZyes; =no. . If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
Type of Swine No. of Animals Tvm of Poultry No. of Animals Tyne of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals -
Li
FORM: AWO-G-E 7/7/99 Page 1 of 4 04 - 8

t, • ik
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 12.70 : Required Acreage (as listed in the AWMP): ��•
2.4 Number o6ioonDstorage ponds (circle which is applicable): 1
2.5 Are subsurface drains present within 100' of any of the application fields? YES or NO (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES .8
(please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? 3 %44(
What was the date that this facility's land application areas were sited? A y
3. REQUIRED ITETVIS 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
3.I One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
_. _ K!�
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations is land
�r
where animal waste applied;
3.3 Two copies df the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prio;to submittal of a general permit application
for animal waste operations.
The CAWMP must include the following components. Some of these components may not
have been required at the time the facility was certified but should be added to the
CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of'every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.1 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 CAWIvIP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 7/7/99 Page 2 of 4 04 - S

Facility Number: 04 - 8
Facility Name: Kevin Martin Farm
4. APPLICANT'S CERTIFICATION:
I, KeaA ^MAr h _ _ (Land Owner's mane listed in question 1.2), attest that
this application for Ke U r'n MAcb n FA- m _ _(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 to me as incomplete.
Signature KL_L 1 in Date
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, lie % 6n 1 r\ arF;A (Manager's name listed in question 1.6), attest that this
application for M Ulf\I t MtIiN t6 (Facility name listed in question I.l)
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 KeIJtM Chd.tM Date 11 -ao —06
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
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TEU'EPHONE NUMBER: [phone]
FAX NUIVIBER:.[phone]
FORM: AWO-G-E 7/7/99 Page 3 of 4 04 - 8

� rI
"3aial. WASTE .._.oACZM3M1T PLAN CSATIFICATION POR cry ,`RJR E=PANDED FEEDIATS
Planes =:turn the Completed form to the Division of Rnviranmantal liaaagament at
tha address on the reverse side of this toxm.
Name of farm (Please print):
Address:
Phone No . • 4
_ � _NC "ew-% LCounty:
Farm location: Latitude and Longitude: og ?i3� IV 1 = (requ ) .f -Also'
please attach a copy of a county road map with location id��ied. 1
Type of operation (swine, layer, dairy, etc.):
Design capacity (number of animals): 35S2 1yon-nr
Average size of operation (12 month population avg.)
Average acreage needed for land application of waste (acres): 12.rT
swwasswwwwsatwwsseases::wsswse�sswwwwssiiewswwsseswssswsesssasssawawsasssswawsww
Technical Specialist Cs.rtificatioa
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC.6F .00OS, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to ISA NCAC 2H.0217 and
15A NCAC 6F .000l-.000s. The following elements and their corresponding minimum
criteria-hav_-been verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacityt 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-yearr, 24-hour
storm.
Name of Technical specialis (Please Print) s—i�' 4 � o •-� 3. _,
Affiliation: RC
Address (Agency) 'I .. r Phone No q_ -
Signature: Date: 3T? qS
sa=aaaa�saaewwaaswseassa sa:wsew::ssssssssasssesvasysasaaaze �t:asta swwpssw
Owner/Hanagar Agreement
I (we) understand the operation and maintenance procedures established. in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (tire) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. 'I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a 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. yy 1
Nam+ of Land Ownax (Please Print) :_ L1L
Signature: Date-- -213 /t5—
Hama of Hanager, if different from owner (Please print):
Signature: _ — Date:
Note: A change inlandownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 64 days of a title transfer.
DEM USE ONLY:ACNEW#
0

BROWN CREEK Soil Water Conse: on District i Natural $ewurces Conservation Service
WASTE UTILIZATION
Animal waste must be land applied at a specified rate to prevent pollution of surface water and/or groundwater.
Plant nutrients in animal waste should be used to reduce amounts of commercial fertilizer required for crops (in
the fields where the waste is 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 fertilizer value of
animal waste; and, to ensure that it is applied in an environmentally safe manner.
1). Always apply waste based on crop needs and nutrient content of the waste. Do not apply more nitrogen.
than the crop can utilize.
2). Soil types are important -they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities.
3). Normally waste shall not be applied to land erodingat greater than 5 tons per acre per year. With special
precautions, waste may be applied to land eroding at up to 10 tons per acre per year.
4). Do not apply waste on saturated soils, when it is raining, or when the soil surface is frozen. Any of
these conditions may result in runoff to surface waters which is not allowed under NCDWQ regulations.
5). Wind conditions should also be considered to avoid drift and downwind odor problems.
6). To maximize the value of nutrients for crop production and reduce the potential for pollution, waste should
be applied to a growing crop, to bare ground not more than 30 days prior to planting, or, to a forage within
30 days of breaking dormancy. Injecting waste or disking will conserve nutrients and reduce odor
problems.
This plan is based on the waste application method shown. Nutrient levels for different application methods are
not the same; therefore, changing application methods in the future will require a change or revision of this plan.
Estimated acres needed to apply the animal waste are based on typical nutrient content for this type of opera-
tion. Actual acreage requirements should be based on the waste analysis report from your waste management
facility. In some cases a plant analysis may be beneficial- and, allow additional waste to be applied. The land
area receiving waste should be flexible enough to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for the crop being managed and grown.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H.0217
adopted by the Environmental Management Commission.
Page 1 ANSON COUNTY NC

•MOWN CkEEK Soit Water Conse ion District Nataral ]Wsoumes Conservation Service
WASTE UTILIZATION PLAN
Estimated Annual Waste & Nutrient Production
WASTE
APPLY DESIGN SIZE ANNUAL WASTE PLANT AVAILABLE
ANIMAL PROD. UNIT TYPE WASTE SYSTEM METHOD # CAPACITY PRODUCED NITROGEN (PAN)
Annual Waste Produced based on Carroll's Lagoon Design (NRCS approved), Estimated PAN from NRCS FOTG - Practice Code 633
Amount of Waste Produced per Year 21.0 acre -inch approx. 569D61 gallons
Amount of PAN Produced per Year 1425 Ib. Plant Available Nitrogen
Amount of waste produced per year does not include excess wash water or run-off, if anytk
ADelvingsall „this waste in a timely manner is a bigjob...reauiring Vme.lalanning and appropriate equipment
The following land/field acreage in Table 1 and Table 2 will be needed for waste application based on crop grown
and waste application method listed. See Appendix t for a list of Soil Types, Realistic Yield Expectations, N
Application rates, and Commercial N use assumptions used to develop this plan. See recordkeeping FORMS
(attached) for required waste utilization records that need to be maintained.
Acres Owned
LB. N Total
Tract Field Crop Soils Acres lAc.' N l Utilized acre -inch Agoly Month
10391
1a
FESCUE (grazed)
246B
7.5
145
1087.5
16.0
S-N, F-May
10391
1 b
FESCUE (grazed)
246C
1.1
135
148.5
2.2
S-N, F-May
10391
2
FESCUE (grazed)
246C
1.0
135
135.0
2.0
S-N, F-May
10391
3
FESCUE (grazed)
246C
0.3
135
40.5
0.6
S-N, F-May
This N is from animal waste only. ITOTAL 9.9 acs l 1412 1b.
" Indicates that this field is being overseeded (i.e. interplanted), or, that winter annuals follow summer annuals.
If nutrients from other sources such as commercial fertilizer are applied, they are accounted for in Appendix 1.
CAUTION: P and K may be over applied while meeting 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 (N, P & K). This plan only addresses Nitrogen.
Page 2 ANSON COUNTY NC

BROWN CREEK Soil Water Conse ion District
Natural Resources Conservation Service
WASTE UTILIZATION PLAN.
Acres with Agreement or Long Term Lease
IB. N Total
Tract Field Croo Soils Acres lAc' N / Utilized acre inch Annly Month
10392
1
FESCUE (grazed)
246B
7.3
145
1059
15.6
S-N, F-May
10392
2
FESCUE (grazed)
246E
16.8
145
2436
35.8
S-N, F-May
10392
3
FESCUE (grazed)
246B
13.8
145
2001
29.4
S-N, F-May
10392
4
FESCUE (grazed)
246B
0.9
145
131
1.9
S-N. F-May
1 03921
5
JIFESCUE (grazed)
246B-C,4
50
140
7000
102.9
S-N, F-May
'See footnotes for Table 1. ITOTAL 1 88.8 acs 1 12876 lb. I
Totals from Table 9 & Table 2
Acres Lb.. N Utilized
Table 1 9.9 acs 1436 lb.
Table 2 88.8 acs 12876 lb.
TOTAL 98.7 acs 14312 lb.
Amount of N Produced 1425 lb.
"'<Deficit> of PAN -12886 lb.
"'Must be 0 (zero) or <Deficit> in order to utilize all the animal waste N produced!
Table 1 & 2 Notes: - Acres shown are considered to be useable acres... excluding required buffers, fitter strips, odd areas,
and perimeter areas where waste cannot be applied or equipment limitations may preclude full application
rates. Actual field acreage may, and likely will be, more than acres shown in the tables.
- See the attached map(s) showing fields referenced in these tables.
- The producer and waste applicator are responsible for ensuring that spreader (or irrigation) equipment
is calibrated, operated properly, and applies the correct rates to the acres shown in the tables. Failure
to apply recommended rates and amounts of nitrogen shown in the tables may invalidate this plan.
Refer to Waste Storage Facility Designl"As Built" Drawings or OEM Plan for amount of
temporary storage time, start pumping elevation & stop pumping elevation.
Inigation/application rates should not exceed the intake rate for the soil at the time of irrigation... or runoff and ponding can occur.
The irrigationlapplication rate is controlled by initial soil moisture content, soil structure, soil texture, irrigation 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 (PAN) applied exceed the nitrogen needs of the crop.
Page 3 ANSON COUNTY NC

BROWN CREEK Soil Rater Conse: ion District L Natural Reswma ionsemdon Service
WASTE UTILIZATION PLAN
The producer and irrigation designer is responsible for ensuring that an irrigation system is installed to properly irrigate animal
waste on the acres shown in Tables 1 & 2. Failure to apply recommended rates and amounts of nitrogen shown in the tables
may invalidate this plan. Application of liquid waste by other methods (honey -wagon, etc.) is the responsibility of the producer.
The following information is provisoil lype and crop)o l2lan and eyaluat2 liquid waste applicatiorL
schedUles, These figures represent optimum irrigation aR121icatiQn ratesKirequenciesjoe
water -
needs prevent a er n
Min. Irreg..
Frequency
Soil Type Crop Days Apply Rate '"' Apply Amount
246B
Fescue (grazed)
4
0.4
in./hour
0.5 inches
246C
Fescue (grazed)
4
b.4
in./hour
0.4 inches
4A
Fescue (grazed)
5
0.35
in./hour
0.4 inches
From MRCS Tech, Guide, Section It - EN G - Irrigation Interpretations
This is the minimum rest period in days between irrigation on the same land area under optimum conditions.
This is the maximum application amount allowed for the soil assuming nitrogen amounts for the
crop are not over applied In many cases, the application amount shown cannot be applied due to
the nitrogen limitation. This maximum apply amount can be applied under optimum soil conditions.
Sludge:
This waste utilization plan must contain provisions for periodic land application of sludge at agronomic
rates. Sludge will be nutrient rich and require precautionary measures to prevent over application
Broadcast Soil Incorporated
Estimated Annual PAN from Budge: 270 lbs. N 320 lbs. N
5yr Sludge Accumulation: 1350 lbs. N 1598 lbs. N
Based on a 5 year sludge removal schedule, estimated land area required for sludge disposal is:
7.5 acres of oraaa-based on an application rate of M_lbs. N ner acm
20.0 acres of comisovbeans based on an aDDlicatiOn-late.of 80 lbs. N Der acre
All the above figures are only estimates. Actual PAN and land area needed could vary 25% or more depending
on sludge nutrient analysis. soil types, crop, realistic yield. and application method. Likewise, sludge
disposal on a schedule other than every 5 years would drastically alter these estimates
Contact your technical specialist at the BROWN CREEK Soil & Water Conservation District - Natural
Resources Conservation Service (formerly the soil conservation service) Office in Wadesboro, (704)
694-2710, when you receive a waste analysis report. Request assistance calculating
allowable application rates and amounts prior to applying waste.
Page 4 ANSON COUNTY NC

BROWN CKEEK Soil Water Cone' :on District .k NaturW Rwourm Conserva on Service
WASTE UTILIZATION PLAN
Figures provided are estimates of waste produotion... exoess wash water or run-off (if any) may increase waste volume.
Operation Notes: Site Approval - 3/94; Carroll's Design Approved (NRCS) - 9/94; Certified # N000348 -1/95 ,
Producer irrigates swine waste on Tract 10391 Field 1a. Rest of fields in plan - application by honey wagon.
Odd comers not included in effective irrigated acreage in field I might be utilized with honey wagon.
Producer is a certified irrigation operator... irrigation gun needs some modification to reduce application rate.
Producer has an agreement with his father - Buddy Martin, to apply waste to fields on Tract 10392.
Carroll's Foods representatives have installed a visible pumping marker. @ NW comer of lagoon
Page 5 ANSON COUNTY NC

BROWN CREEK Soil Water Conser on District
Natural Resources Conservation Service
WASTE UTILIZATION PLAN
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct applica-
tion 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 to properly apply the waste. If the producer does not own adequate land to properly dispose
of waste, he/she shall provide a copy of a written agreement with a landowner who is within reasonable proximity,
allowing use of their land for waste application. The owner of the animal facility is responsible for securing an
updated Waste Utilization Plan when there is a change in the operation.... such as increased animal numbers,
method of waste application, or change in available land for waste utilization.
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 of other nutrients.
4. Animal waste may be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons, but less than 10 tons per acre per year providing grass filter strips are installed where
runoff leaves the field. [See FOTG Standard 393 - Filter Strips].
5. Odors can be reduced by injecting 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 conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding. (See "Weather & Climate in North Carolina" in
NRCS Field Office Technical Reference File - ENVIRONMENT 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 ... 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 shall be applied on actively growing crops in such a manner that the crop is not covered with waste
to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover
crop planted to take up released nutrients. Waste shall not be applied to crops more than 30 days prior to
planting, or to forages more than 30 days prior to breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: Waste application
cannot occur within 50 feet from a residential property boundary; a perennial stream, river, canal or irrigation ditch.
For other animal operations or swine facilities sited before October 1, 1995 - waste application cannot occur within
25 feet of perennial waters [See FOTG Standard 393 - Filter Strips]. NOTE. Local ordinances may preempt this.
Page 6 ANSON COUNTY NC

BROWN CREEK Soil Water Conse. ion District liatanU Resources Coaserntion Serdee
WASTE UTILIZATION PLAN
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways or wetlands by a discharge or by over -
spraying. Animal waste may be applied to prior converted wetlands provided they have been approved as a land
land application site by a "technical specialist". Animal waste should not be applied on grassed waterways that
discharge directly into water courses, and only then at agronomic rates provided the application causes no run-
off 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 break-
downs, 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 human consumption it should only be applied preplant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping
volume) of all animal waste lagoons. Pumping shall be managed to maintain liquid levels 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 is applied_ Nitrogen shall be the plant food element that determines application rates. Soil zinc and copper
levels shall be monitored and alternative crop sites used when these elements approach excessive levels. pH shall
be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be maintained for
5 years. Poultry dry waste application records shall be kept for three (3) years. Waste application records for all
other waste shall be kept for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7 ANSON COUNTY NC

BROWN CREEK Soil. Water Consel on District 1 Natural aesoarses Conservation Servtee
WASTE UTILIZATION PLAN
Waste Utilization Plan Agreement
Name of Operation:
Kevin M Martin Swine Farm
Facility Owner
Date: 5 ` IL - q 7
Kevin M Martin
Facility Manager
(if different from owner)
Date:
Person Preparing Plan
Date: S /
Robe E. Horton
Affiliation: USDA -Natural Resources Conservation Service
17D6 Morven Road
Wadesboro, NC 28170-3142
END
Page 8 ANSON COUNTY NC

BROWN CREEK Soil Water Conse. _on District
Natural Resources Conservation Service
WASTE UTILIZATION PLAN
Animal Waste Utilization
I, James K (Buddy) Martin , hereby give Kevin M Martin
Permission to apply animal waste from his Swine Operation/Facility on my land, described as follows:
Tract (or other ID): 10392 Acres: 93.5 Term: 5114/97 to 12/31/10
1D y.ircon cat=s'rm:e �m �''>
hereby give
Permission to apply animal waste from his Swine Operabon/Facility on my land, described as follows:
Tract (or other ID): Acres: Term: to
hereby give
Permission to apply animal waste from his Swine Operation/Facility on my land, described as follows:
Tract (or other ID): Acres: Term: to
I (We), understand that this waste contains nitrogen, phosphorus, potassium, and other tract elements that
when properly applied should not harm my land or crops (including pasture/hayland). I (we) also understand
that the use and application of animal waste will reduce my need for commercial fertilizer.
Adjacent Landowner(s)
/' �_,c,�G✓�-�.� Date: 97
James K (Buddy) Martin NOTARY
Date:
Date:
NOTARY
NOTARY
END
Page 9 ANSON COUN= NC

BROWN CREEK Soil and Water Conservation Dietrtct Appendix 1 USDA Natural Resources Conservation Service
• Realistic
Nitrogen
" Soil Map Yield
" Recommended
Nitrogen
Supplied by
+p p Estimate Yield
Unit * CROP
C
Nitrogen application per
application
Commercial
Animal
Symbols ROf JRYEj Unit
yield unit
rate planned
Nitrogen Used
Waste
aim
mom MOMS
LIM
246E TALL FESCUE 3.9 TONS
146 195
145
0
145
246C TALL FESCUE 3.6 TONS
135 180
145
0
145
4A PASTURE 5.4 TONS
203 270
145
0
145
145# N rate used for 246C because of small area
246C occurs with large areas of 4A in T10392 Fields
NOTES: Use low end of nitrogen application range for grazed conditions, high end for hayed conditions.
Commercial N will be used where waste is not applied (deficit condition)
' Soil -Crop Yield Data from NRCS Field Office Technical Guide - Section 11(unless shown otherwise)
Recommended N rates from NRCS Field Office Technical Guide - Section IV, 390 Nutrient Management
WASTE UTILIZATION PLAN ANSON COUNTY NC

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BROWN CREEK Soil Water Conservation District
USDA Natural Resources Conservation Service
Checklists for Animal orations
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Insect Control Checklist - Liquid Waste Systems
Source
SMPs to Control Insects
Flush Gutters
Accumulation of Soilids Flush system is sufficiently designed, and
operated as designed,
Remove bridging of accumulated solids at
discharge.
Lagoons and Pits
Crusted Solids
Maintain lagoon, holding pond, settling basin,
pits to minimize crusting (no more than 6-6
inches over 30% of surface).
Excessive Vegetative Growth
Decaying vegetation
Control Vegetation along perimeter banks of
lagoons and other structures to prevent
accumulation of vegetative matter.
Feeders
Feed Spillage
Design, operate and maintain feed systems
(e.g. bunkers and troughs) to minimize
accumulation of decaying wastage.
Clean up spillage routinely (e.g., 7-10 day
interval during the summer; 15-30 day interval
during winter).
Feed Storage
Accumulation of feed
Reduce moisture accumulation within and
residues
around 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).
Inspect for and remove or break up
accumulated solids in filter strips around feed
storage as needed.
HEM
AN.S'ON COUNTY, NC

BROWN CREEK Soil Water Conservation District
USDA Natural Resources Conservation Service
Odor Control Checklist - Swine
Source
BMPs to Control Insects
Farmstead
Swine Production
FVe:g:e::ta::ti_veor wooded buffers, Recommended
best management practices, Good judgement
and common sense
777
Animal Body Surfaces
Dirty manure -covered
animals
Dry floors
Floor Surfaces
Wet manure-coverd floors
Slotted floors
Waterers located over slotted floors
Feeders at high end of solid floors
Scrape manure buildup from floors
Under roof ventilation for drying
Manure Collection pits
Urine, partial microbial
decomposition
Frequent manure removal by flush, pit
recharge, or scrape
Ventilation exhaust fans
Volitile gases, Dust
Fan maintenance, efficient air movement
Indoor Surfaces
Dust
Washdown between groups of animals
Feed additives, Feeder Covers, Feed delivery
downspout extenders
Flush tanks
Agitation of recycled lagoon
liquid while tanks are filling
Flush tank covers; Extend fill lines to near
bottom of tanks with anti -siphon vents
Flush alleys
Agitation during wastewater
conveyence
Underfloor flush with underfloor ventiliation
Pit recharge points
Agitation of recycled lagoon
liquid while pits are filling
Extend recharge lines to near bottom of pits
with anti -siphon vents
Lift Stations
Agitation during sump tank
filling and drawdown
Sump tank covers
Outside drain collection or
junction boxes
Agitation during wastewater
conveyence
Box covers
End of drainpipes at lagoon
Agitation during wastewater
conveyence
Extend discharge point of pipes underneath
lagoon liquid level
Lagoon Surfaces
Volitile gas emissions,
Biological Mixing,
Agitation
Proper lagoon liquid capacity
Correct lagoon startup procedures
Minimum surface area- to -volume ratio
Minimum agitation when pumping
Mechanical aeration
Proven biological additives
ANSON COUNTY, NC

BROWN CREEK Sell Water Conservation District
USDA Natural Resources Conservation Service
Irrigation sprinkler nozzles
High pressure agitation
Wind drift
Irrigate on dry days with little or no wind
Minimum operating pressure
Pump intake near lagoon liquid surface
Pump from second -stage lagoon
Storage tank or basin
surface
Microbial decomposition
Mixing while filling
Agitation while emptying
Bottom or midlevel loading
Tank covers,Basin surface mats of solids
Proven biological additives or oxidants
Settling basin surface
Microbial decomposition
Mixing while filling
Agitation while emptying
Extend drainpipe outlets underneath
liquid level
_
Remove settled solids regularly
Manure, slurry or sludge
spreader outlets
Agitation when spreading
Volitile gas emmissions
Soil injection of slurry/sludges _
Washdown spreader after use
Proven biological additives or oxidants
Uncovered manure, slurry
or sludge on field surfaces
Volitile gas emissions
while drying
Soil injection of slurry/sludges
Soil incorporation within 48_hours_
Spread in thin uniform layers for rapid drying
Proven biological additives or oxidants
Dead Animals
Carcass decomposition
Proper disposition of carcases {see mortality
Dead animal disposal pits
Carcass decomposition
Complete covering of carcasses in pits, proper
location/construction of disposal pits
Incineration
Incomplete combustion
Secondary stack burners
Standing water around
Improper drainage,
Grade and landscape so that water drains
facilities
Microbial decomposition of
away from facilities
organic matter
Manure tracked onto public
Poorly maintained access
I
Farm access road maintenance
roads from farm accer
roads
ANSON COUNTY, NC

BROWN CREEK Soil Water Conserv-rion District U"4 Natural Resources Conservation Service
Kevin M Martin Swine Farm - OPERATION AND MAINTENANCE PLAN UPDATE
This structure is designed to operate as an anerobic lagoon, with waste treatment and 180 days of temporary
storage. Time required for the fluid level to fill from STOP pump elevation to START pump elevation may vary
due to site conditions, weather, flushing operations, and the amount of fresh water added to the system.
The 180 day temporary storage in this structure consists of. 1.) waste generated by confined animals; and,
2.) excess rainfall after evaporation (5" for Anson County). Additionally the structure can store the 25 year-
24 hour storm (6.3" for Anson County) above the START pump elevation. The volume of waste generated by
3552 confined swine remains fairly constant throughout the year and from year to year. Excess
rainfall will vary from year to year. The 25 year rainfall is not considered in the annual pumping cycle...
this volume above the START pump elevation must be maintained and available.
The START pump or maximum normal operating fluid level is usually the outlet invert of pipe(s) from the
confinement building(s)_ If the outlet pipe(s) is not installed at the START pump elevation, a permanent
marker must be installed at this elevation. A STOP pump elevation must also be established to maintain
lagoon treatment depth and volume. Pumping can be started or stopped at any time between these two
elevations to land apply waste without runoff or leaching, and accommodate weather, soils, crop, equipment,
and management situations.
Land application is an accepted method of liquid waste disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation; honey wagon application is a more labor intensivettime
consuming method. Be careful when applying waste to prevent damage to crops.
IMPORTANT ITEMS
1. Fresh water should not be used for flushing... recycle from the anerobic lagoon.
2. The approved waste utilization plan shall be followed. This plan recommends sampling and testing of
waste prior to land application.
3. START pumping temporary storage when fluid level reaches elevation 91.3 (or before). STOP pumping
when fluid level reaches elevation 89.6. This temporary storage, less 25yr-24 hour storm (volume to pump)
is 38099 cubic feet (284981 gallons) every 180 days .... 76198 cubic feet (569961 gallons) per year.
4. Refer to the approved Waste Utilization Plan for important information on irrigating liquid waste —
application rates, maximum application amounts per irrigation and rest period between irrigation.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation
should be fertilized to maintain a vigorous stand. Keep grazing livestock off all embankment areas.
6. Repair any eroded areas or areas damaged by rodents and establish in vegetation.
7. Keep all surface runoff diverted from the lagoon to stable outlets.
8. Keep a minimum 25 foot buffer area around waste utilization fields adjacent to perennial streams. Do
not apply waste in open ditches or water courses, within 100 feet of a well or within 200 feet of a residence
9. Maintain a copy of the approved Waste Management Plan on farm (or at the confined animal facility)
at all times. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United
States. The NC Department of Environment, Health, and Natural Resources- Division of Water Quality
is the responsible for enforcing this law.
5/15/97 ANsoN COUNTY, NC

Burial three feet beneath the surface of the ground within 24 hours after
knowledge of death. Burial must be at least 300 feet from any flowing
stream or public water body.
0 Rendering at a rendering plant licensed under NC G.S. 106-168.7
Renderer of choice for this animal operation
EnterRrisp, Rendering- Oakboro NQ
Complete Incineration
Dead Poultry Only --- placing in a disposal pit. Size and design of pit
approved by the NC Department of Agriculture.
Any method approved by the NC State Veterinarian which involves
possible salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian
must be attached.

Kevin M Martin Swine Farm
Phone Numbers
Implement this plan if any part of the waste management system for this operation fails
or results in overapplication of waste, or discharge of waste to the waters of North Carolina!
DO NOT WAIT or PROCRASTINATE if there is a problem! Make every effort to ensure
that animal waste does not reach surface waters... or neighboring propertyfrr
This plan should be posted and accessible to all persons involved in the day-to-day
operation of this facilityll!
USDA-NRCS
BROWN CREEK SWCD
Post in a Prominent Place!.!! Anson County NC

RU
Kevin M Martin Swine Farm
1. Stop the release of wastes Depending on the situation, this may or may not be possible. Suggested
actions are listed below.
Lagoon Overflow
Add soil material to increase elevation of embankment
Pump waste to fields at an accceptable rate
Stop all flows into lagoon immediatley
Runoff of Field Applied Waste
Immediately stop waste application
Contain waste in a temporary diversion
Incorporate waste to prevent runoff
Leakage from Pipes, Pumps and Sprinklers
Stop recycle pump
Cali a pumping contractor
Make sure no surface water is entering lagoon
Evaluate and eliminate reason(s) for runoff
Evaluate application rate for fields where runoff oa:ured
Close valves on leaking pipes to eliminate discharge
Stop irrigation pump Repair all leaks prior to restarting pumps
Leakage from Flush Systems, Houses, Solid Separators
Stop recycle pump
Stop irrigation pump
Stop all flows in house, flush systems, solid separators
Repair all leaks prior to restarting pumps
Make sure no siphon occures
Leakage from Base or Sidewall of Lagoon ... often seepage as opposed to flowing leaks
Dig a small sump or ditch to safely catch seepage, install subersible pump, pump seepage back into structure
If seepage is cased by burrowing animals, trap and remove animals, compact clay soil material in holes
Have a professional evaluate the condition as soon as possible
2. Assess the extent of problem and record obvious damages.
Did waste reach any surface waters? Could spilled waste reach surface waters?
Estimate volume of waste released and duration of event Could a rain event cause waste to reach surface waters?
Note Damage... employee injury, fish kills, property damage Are potable wells endangered (on or off property)?
Did spilled waste leave the property? Estimate how much waste reached surface waters
3. Contact appropriate agencies. See numbers posted on front of this plan.
Call the DWQ (Division of Water Quality)... Regional Offioe or After Hours Emergency number
Have the following information ready. Your name, facility, telephone number, details from Item 2 above,
exact location of facility, direction of movement of spill, weather/wind
conditions, corrective measures taken, seriousness of situation
Call local EMS phone number if spill leaves property or enters surface waters... instruct EMS to contact Health Department
Contact local SWCD-NRCS Office for advice/technical assistance (also may want to contact Extension Service Office)
4. If none of 3 above works
Call 911 or Shenirs Department, explain situation and ask personnel to contact the proper agencies,
5. Contact the Contractor of your choice to begin repair of problem to minimize off -site damage.
Contractor Name:
Phone:
6. Contact the Techical Specialist who certified the structure (NRCS, Consulting Engineer, etc.).
Technician: Robert E. HortQn Jr. Work Phone: CZPA) 6aN71
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify damage, repair
system and reassess the waste management plan to ensure no future release of waste. USDA-NRCS
BROWN CREEK SWCD
Post in a Prominent PlaceM Anson County NC

BROWN CREEK Soil Water Conservation District
USDA Natural Resources Conservation Service
Lagoon,.tion Record for Recording Irrigation Events on Different
In :.....,
Waste Utilization Recordkee .4..w��•r, �vin ���� r .,}..
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Irrigation Operator i=acility Number t74 - 8
Tract Field fate mmlddlyy Crop Field Size (Acres)
irrigation Time
Number of Sprinklers
Operating
Entries
In thesecolumns should correspond,With Waste,Utlllzation'Plan'
ANSON COUNTY, NC

BROWN CREEK Soil Water Conservation District
USDA Natural Resources Conservation Servtce
Liquid Waste IrrIgation Record lone form for each field per .,
Waste Utilization Recordkeeping Form IRR-z # t i
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Tract# Field# Facility Number 04 - 8
Field Size = (A)
Farm Owner Irrigation Operator
Owners Address Irrigation Operator's
Address
Owner's Phone # Operator's Phone #
FROM aMANAGEMENT
Crop Type - Reccommended PAN Loading = (B)
pb,. Nrave minu, any commerdal N "Red)
{1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
(11)
Date
�� it it ;:4
E ' ' '
n
I 1
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Emmlddlyy ndTlmei
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r` I
. i'
dotal Minutes iSprinkl@rs
pe
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I .,,;.
FlowR,
II' Volume
8)+
:• i i t
Volume Per
'Acre(7)1(tA)
Waste
Analysis PAN'
PAN Applied
((8)X(9)j11000
Nitrogen
9
Baianea�
(B)-(i0)S
•-
..
..
._ -
��1i�-
;
,(lb/acre)
Crop Cycle Totals
Owner's Signature Operator's Signature
Certified Operator (print) - Operator's Certification No.
NCDA Waste Analysis or Equivalent or Estimate from NRCS TECH GUIDE Standard 633
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) followong each application event
ANSON COUNTY, NC

BROWN CREEK Suit Water Conservation District
USDA Natural Resources Conservation Service
Slurry • Sludge Application Rec• • for Recordingor • • •n Sludge Application Events on Different Fields
Waste Utilization Recordkeeping Form SLD-? *,::;�;:3.•..#.,:;.�Vyrl�t i� �It#tri t} 2 f
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Spreader Operator facility Number 04 - 8
Application # of Loads Per volume Per Load
Tract Field Date mmlddlyy Crop Field Size (Acres)
Method' Field 2
liu Entries
In these aoldmns�ahouid'correspohd with
Waste.Uu1kbtion Plan y,r
; -
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;r.
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r I I I I
1�:1 :rill
SI = soil incorporated (disked) BR = broadcast (surface applied).
2 Can be found in operator's manual for the spreader. Contact a local dealer if you do not have an owner's manual.
ANSON COUNTY, NC

BILOWN CREEK Suit Water Conservation District
USDA Natural Resources Conservation Service
Slurry and/or Sludge Application Field Record (one form for each field per crop cycle)
Waste Utilization Recordkeeping Form SLD-Y
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Tract# Fleld#L Facility Number 04 - 8
Field Size = (A)
Farm Owner Spreader Operator
Owners Address Spreader Operator's Address
Owner's Phone #1 Spreader Operator's Phone #
FROM
Crop Type Reccommended PAN Loading = (B)
r I ;lb.. NMae minus any oornffw l N @Mledi
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
Date
mmldd/yy
# of Loads Per
Field
Volume of
Loads'
Total Volume
(2)X(3)
Volume
Per Acre (4)1(A)
Waste Analysis
PAN'
PAN Applied
1(5)X(6)111000
Nitrogen Balance (B)-(7)
(lbs/acre}
Crop Cycle Totals
operator's
Owner's Signature Siganture
Certified Operator (print) Operator's Certification No.
1 Can be found In operator's manual for the spreader. Contact a local dealer If you do not have an ownees manual.
2 NCDA Waste Analysis or Equivalent or Estimate from NRCS TECH GUIDE Standard 633
3 Enter the value received by subtracting column (7) from (B). Continue subtracting column (7) from column (8) followong each application event
ANSON COUNTY, NC

IMPORTANT INFORMATION
ABOUT LAGOON CONSTRUC'II&QVED
DEC
WATER QUALrrY S
Non-Discha�, ECT,p�i
Listed below is a brief summary of volumes and other data: (See contents of Plan for more
information)
DESIGN REQUIREMENTS
EXCAVATION
FILL (pad & dike) TOP SOIL (minimum 3' thick) Co9S16.ZS) (30) ; Z7
CLAY LINER (represents a complete finer if required)
60 5a cubic yards
1 53 Co cubic yards
10,441 cubic yards
1 9 1 cubic yards
i 5z 5 cubic yards
Constructed top of dam must include a minimum of 5% settlement - EXAMPLE: 10 feet high
dam will require 5% of 10 feet or 0.5 feet fill above planned top of dam.
Clay content, thickness and compaction of liners (if required) are very important. If the
certifying technical specialist is unable to approve the liner with normal field techniques, an
independent engineering analysis will be required (see CONSTRUCTION SPECIFICATIONS for
additional information). If independent engineering analysis is required, this expense will be the
responsibility of the owner/grower.
Special attention needs to be given to the seeding specifications. The lagoon dike must be seeded
according to specifications before the system can be certified and stocked with animals. (Consult
with your SCS Conservationist regarding mulching).

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TYPES OF ...ATERIAL ENCOUNTERED IN 1303E<iAGS
(Use one of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW - Well graded gravels; gravel, sand mix
GP -Poorly graded gravels
g - gravel
s - send
CM - Silty gravels; gravel -sand -silt mix
GC -Clayey gravels; gravel -sand -clay mix
SW- Well graded sands; send-gridvel mix
SP - Poorly graded sands
vfs- very fine send
sl-sandy loom
fsl -fine sandy loom
I - loam
SM - Silty sand
SC -Clayey sands; sand -clay mixtures
ML - Silts-, silty, v. fine sands; sandy or clayey slit
gi - gravelly loam
s1- silt
sit - silt loam
CL.-Clays of low to medium plasticity
CII - inorganic clays of high plasticity
Mil - Elastic silts
OL- Organic slits and silty clays, low plasticity
Oil -Organic clays, medium to high plasticity
ci-clay loom
MCI -silty clity lo$m
scl -sandy clay loam
sic -silty clay
C - clay
i. Suitable material for embankment is available ®Yeb o No (indicate where located an rho skelth an
IMMFgM tidal
REMARKS:
i r.c r4C� r tr,
�csr �pOrrz
Z F.rplain hazards requiring special attention in deeign rsefrove,
��c c �nc`� o�i� n a1 Cx CA-,v ^\
• '- t �-�r �: L �e� CD�"�- fix" �.C�
atpn� No. 1 1'IQ, d1�'fil Nb, niMYlt 1►k,
sc>itg 5 NOTES StAtt 6 NOTES hire 7 "OTE'S $cAtg 0 NOTES
I
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C/..iE -T tD'ar
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t
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ltc41•r� Sl..k•CRL,C'�,
11eat4]k�c{rari
4
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,- ; ,
TYPES OF MATERIAL ENCOUNTERED IN 13URINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW - Well graded gravels; gravel, sand mix
GP -Poorly graded gravels
g- gravel
s - sand
GM -Silty gravels; gravel -sand -silt mix
GC -Clayey gravels; gtavel-sand-clay mix
SW- Well graded sands; sand -gravel mix
SP - Poorly graded sands
vfs - very fine sand
sl -sandy loam
fat - fine sandy loam
I - loam
SM - Silty sand
SC - Clayey sands; sand -clay mixtures
gl - gravelly loam
si - slit
ML - Silts; silty, v. fine sends; sandy or clayey silt
all -slit loam
CL -Clays of low to medium plasticity
Cli -Inorganic clays of high plasticity
MII - Elastic silts
OL - Organic gilts and silty clays, low plasticity
Olt - Organic clays, medluin to high plasticity
cl -clay loom
MCI -silty clay loam
act -sandy clay loam
sic -silty clay
c - clay
1. Suitrble material for embankment is available EDYes No (Indltale whore lowfed on the skefch oM
$melee sld.)
REMARKS:
C J 'A
1 Eirplain har-ards requiring special attention in design rs�r"vo. spr(nv,.rorA oh-)
�s
ti+r�rn No. { Na a�rW Ne, n�tl4 IV1.
SCAM5 NOTES ftAL 6 NOTES !qt! 7 NOTES ScAIA 0 NOTES
------------

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Operator:KEVIN MARTIN County: ANSON
Date:
08/15/94
Distance to nearest residence (other
than owner):
1500.0
feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x 1417
lbs. -
0
lbs
0 sows (farrow to feeder)
x 522
lbs. =
0
lbs
0 head (finishing only)
x 135
lbs. -
0
lbs
0 sows (farrow to wean)
x 433
lbs. =
0
lbs
3552 head (wean to feeder)
x 30
lbs. =
106560
lbs
Describe other :
0
Total Average Live Weight =
106560
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME
OF .LAGOON
Volume = 106560 lbs. ALW x
Treatment Volume(CF)/lb.
ALW
Treatment Volume (CF)/lb. ALW
=
1 CF/lb. ALW
Volume = 106560 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 215.0 &OAVINSM iton:ON,
Inside top width feet ----- 130.0 ��"�^•
Top of dike elevation (feet) ------------------ 93.0
Bottom of lagoon elevation (feet)------------- 82.5 AgF-OZAGF 8�.o
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1 S:� a.,s•ues���
Total design volume using prismoidal formula (Sce nc�+c� cJa►�kcj �bn 10,��)
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 --3 .0- 3.0 209.0 124.0 9.5
S.a
AREA OF TOP
LENGTH * WIDTH = Z.bi3ir
e 69 - 8 124. 9 259±6 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
AREA OF MIDSECTION
LENGTH * WIDTH * 4
,±-�' 95.5
11,S4$
-i8±84 (AREA OF BOTTOM)
-ras3o
-ems (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
"A3V 11530 1�3�g t.93
Total Designed Volume - 11-5.633± CU. FT.
".a elev. BK.o = kloR4 CAS,

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width = tV St
--2-15: 9 9:. o-2-r95G-:-& square feet
Buildings (roof and lot water)
0.0 square feet
M3rg
TOTAL DA—27.95 e . 0 square feet
Design temporary storage period to be
5A. Volume of waste produced
Describe this area.
180 days.
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 106560 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 194650. gals. or 26022.7 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 - — 5.0 inches
Volume = 5.0 in * DA / 12 inches per foot
Volume = 5.8 cubic feet
1Zagg. L

5D. Volume of 25 year - 24 hour storm
Volume = 6.3 inches / 12 inches per foot * DA
s Ly'S .o
Volume = i45:F3-8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 26023 cubic feet
5B. - 0 cubic feet
5C. ttogl cubic feet
5D. 15L45 3464 ?•4 cubic feet
TOTAL 52342 cubic feet
6. SUMMARY
Temporary storage period====________________>
180
days
Rainfall in excess of evaporation=====______>
5.0
inches
25 year - 24 hour rainfall===___________ ___>
6.3
inches
Freeboard=====______________________________>
1.0
feet
Side slopes=_________________ ________T===_>
3.0
: 1 S:c
Inside top length===_____ _________________>
215.0
feetmau.
Inside top width_______________ ___________-> 1%%
138.8
feetrww.
Top of dike elevation=====__________________>
93.0
feet
Bottom of lagoon elevation=====_____= ______> VLo -92. 5
1
feet t:^
Total required 158982
9
cu. ft.
Actual design volume=____________________ �
-
cu. ft.
Seasonal high watertable elevation (SHWT)===> 84.0 feet
Stop pumping'elev.=________________________> 89.5 feet
Must be > or = to the SHWT elev.====______> 84.0 feet
Must be > or = to min. req. treatment el.=5A%6 --88.5 feet
Required minimum treatment volume=====_____=*> 106560 cu.
Volume at stop pumping elevation=====___=--%2Q t6:F5r9�? cu.
Start pumping elev.=_______________________ 91.-4 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfallJAg'13A35;rqT cu.
Volume at start pumping elevation=====_====A"S�-�A cu.
Required volume to be pumped=====_______ =*,,, 37669 cu.
Actual volume planned to be pumped=====__-_h;94i cu.
Min. thickness of soil liner when required==> V feet
1.3 o Ekw. t%-o
7. DESIGNED BY: APPROVED BY: 4 r�,�•�,�' o
DATE: ( 5 o/ �
! g DATE:0
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
ft.
ft.
ft.
ft.
ft.
ft.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and -temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
Volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 91.4 as marked by peZmanent marker. Stop pump -
out when the fluid level reaches elevation &"Fr . This temporary
storage, less 25 yr- 24 hr storm, contains Bq669 cubic feet or
2�69!96$ gallons.
as99

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

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

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

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
90.0 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. '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
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
60.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1500.0 LBS. OF 10-10--10 FERTILIZER (1000 LBS./ACRE)
3.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
150.0 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.

Orientation: -45.0 z Magnification: 8.0 Inclination: 20.0
100.0
96.0
90.0
65.0
80.0
7S. 0
Lower Left
30 Mesh Surface
Existing
Project: REVIN MARTIN
Orawing: 3552 NURSERY
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitawork
30 Mesh Surface

rimeter
Plot of the contour data for the surface:
Existing
Project; KEVIN MARTIN
Drawing! 3652 NURSERY
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitework

n? ICIQL cQosS s+-G-flog OP fk vNP---- n't�G t:- LAGoW
pig
EVfN
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�+, © 19 Ve R'T OP DVIIC.
30� aQ
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. � l�G•ao N
sv�po�'t I=PITH
A►l�RaG� [3tiZTo�M Elt web. 8z,5
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406 •eNe"PaMT ate Yev 4TOO
-To v6 iW4AvaTP-n nor rN a i, Fr.
Aom PST e d w l r#4 d reAwc ,?
MATC!Fl-IAL-

Orientation: -45.0
s5'wel^'
os,mmr
Lower Left
30 Mesh Surface
Proposed
Project: KEVIN MARTIN
Drawing: 3562 NURSERY
Bid Date:
Prepared bW! using Sitawark
Inclination: 20.0
3D Mesh Surface

Surfaces:
Proposed
Existing
�-]
Fill:
Tight Volumes Expansion (t)
1535.66 0.00
8368.91 25.00
Difference:-6833.25
All volumes are in cubic yards.
Net Import:
Expanded Volumes
1535.66E-
10461.14
Grid cell size: 6.02 by 6.04
Original scale: 50.00ft/in
Project: KEVIN MARTIN
Drawing: 3552 NURSERY
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework
8925.48
) .- Norte : -"I+15 V6 Lu M r,_ Zo rzs n yr
.mac �U o IE E,*.cAv a-rt0 k 'FO'F
E-rC .
`T sRe 1J As t4o krrm-MPS"
BAL.ANC.- "rs j Fw
IbV F- _Ta ROCK
S®1 L
8� �l j94-

ter
Plot of all data for the Surface:
Proposed
Project: KEVIN MARTIN
Drawing: 3562 NURSERY
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bg: using Sitework

ster
Plot of the sloping lines for the surface:
Proposed
Project: KEVIN MARTIN
Drawing: 36SR NURSERY
Number•
Location:
Bid Dote:
Engineer:
owner:
Estimator:
Prepared bW: using Sitework

97. 33
.97.33
96.83
.60
96.33
.ee 3
,96.33
.00 � �
94.e3
.AA
h
95.33
93.83
ins .60
.94.33
.00 t
1
'94.33
4.30
.ee
\
ilE 94. . 8B
.00
Plot of the sloping lines for the surface:
Proposed
Project: KEVIN MARTIN
Drawing: 3SS2 NURSERY
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

!meter
Plot of the contour data for the surface:
Proposed
Project: KEUIN MARTIN
Drawing: 3662 NURSERY
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bU: using Sitework

"JIN MARrIN: "'I NURSeRY.
Ar.q,pbvoa
1 f -,

100.00
Proposed
95.00
90.00
86.00
80.00
76.00
(326.28,139.94)
KEVIN MARTIN: 3552 NURSERY
.............................. Existing
.........................................9.......,....................................................,....
<236.21>
(286.37,372.75)
11 AUG 94 2:27 PM

sx • es s a$�. as
s' as
•.0� +97. 33
33• $ � . �B ��• 03
014, 00
S4. 00 . $$ • as, s
�`� • �e , sa. a3
R1 as.
• e 9 33
•as s3.8a
g 94.33
a
a •9 '
•A9 i, ��er
s,ee
Sa' e a I
I
ea. Be I
I
UZ� MARryN: I
3ssa �rc,I�s�,�Y;
RraAos$� I
I
x; AUC4 0.. I

100.00
Proposed
95.00
90.00
85.00
80.00
75.00 , — - -
(232.47,70.60)
<273.31)
(71.19,291.26)
KEVIN MARTIN: 3662 NURSERY 11 AUG 94 '2:26 PM

VsDA c-4711 cmvservation Service
Corrugated Plastic Pipe Diversion Outlet
St.FrJrda-Y-d Design CL1I de' 01-61s[l lrps , arid co.;?St r uct i o1T tiF7pC t f3 CAt 3 C>r1S
PURPOSE
To use a constructed embankment and twelve (12) inch corrugated plastic pipe (CPP) to safely convey 25 year
storm runoff for a CARROLL'S 3520 Head Swine Nursery Operation from lagoon diversion channel to a stable outlet
(generally, toe of pad slope).
DESIGN CONSIDERATIONS
I) Allowable difference in elevation of inlet invert and outlet invert - one (1) foot minimum, ten (10) feet
maximum
2) Maximum fill height over CPP - ten (10) feet
3) Minimum elevation of emergency spillway (ESW) - 1.8 feet above pipe invert elevation (on side near houses).
4) outlet invert should be on natural ground ... if outlet area is not stable, make provisions to stabilize the
area (generally, with Class 8 erosion control stone).
5) Top of embankment should be at least 0.5 foot above ESW elevation.
CONSTRUCTION DRAWINGS and SPECIFICATIONS
Prepared for - ��� _ _ _ Est-,CPP Length — 6� feet
CPP Diameter = 12 inch
flr�lmi rrgs It' = ti . t•117q
Top U1dth = 4
Up---trenm SS = Z . ©:1
Pncnistr-e�m SS = 3.©1
Ta i lua ter (YA) M
Tnp to 5.3
EmelEa_��
1'irr CA11 8E cut "I ?it
r rntr:r r NIME or SAV
Ul;1.A rL_ nr_ , F�1 f'F._ E�Ir.RAHCE
Designed by RQ�,
... ... .... . ....... ��— r TrFrirE11CY 9rr1_rllAY
025 (PEkd,hrjk s) ,
Design QwadtY 9,'7 CES
Pipe Plam = 12 111 _ }:tra ripe = Z f't
CgItArICRTF:Ir rl_ASIIC rtrt _ ---_
OtttIet C+ Q3
CPP joints shall be essentially watertight and Strang enough to withstand pipe flow without disjointing.
Pipe inlet will be cut at a 450 angle (see drawing) and installed on constructed elevation of lagoon diversion
channel bottom.
rinished embankment backslope should conform with pad Slope ... all disturbed areas to be seeded when lagoon is
seeded.
( over for nnvoff cu nputations and desigtr calculgtions )

U. S. Department of Ag..culture
Soil Conservation Service
NC-ENG-34
September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner K0:1r; n Mar+ i n County AARQn
Community or Group No. H1
Conservation Plan No.
Estimated Depth of Water to Top of Dam 13 Ft. Length of Flood Pool 215 Ft.
Date of Field Hazard Investigation s 2 3 94
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev.:Est. evation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft.
1 1400 60 3
2 400 300 1.5 '
l»� -Rr psi _ - 1 5
3 9600 600 - 0.5:Veg.,sat fit• -- -
- —GMP t- PEE rEF;E; PiEM-
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breaches =�t� ;;j f= , .cif lif r,r +n g-vistnq ryr
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
Dam Classification (1, 11, III, IV, V) T (259 Uste _T= - CoTT)
By
Concurred By C • �•
4TameA title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date ? /94

��� �� �~ .�r . +77 �.� nn /f �.Jfj� r ^J,_ nV— (�:�W�J�( � •1 1 �•c 32:
1593
-
- q
NI
f�+._ft}\cam
xj
CY
y0f
-730.
PP
'tea Hazard Cla,_=�s Map
Swine Lagoon ?,ram County NC
510 000
FEET
� V .
IMB9 �
C.
r
U ou I U �� -?�� �� ��� lot •��`
�ron�ran.� .. ._._._�...�—_l_ .__ ._ .�_.....J _- - — .,_mil � =L�;11 .....=._ ! rr-�% •L__�,�\ �I

0
IA5 •auT-L-\t,
'r;retor.'KEVIN MARTIN County: ANSON
Distance to nearest residenca (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
Date: 12/27/94
1500.0 feet
0
sows
(farrow to
finish)
x 1417
lbs.
= D
lbs
0
sows
(farrow to
feeder)
x 522
lbs.
- 0
lbs
0
head
(finisl'iing
only)
x 135
lbs.
= 0
lbs
0
sows
(farrow to
wean)
x 433
lbs.
- 0
lbs
3552
head
(wean to feeder)
x 30
lbs. =
106560
lbs
Describe other
0
Total Average Live Weight = 106560 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 106560 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = I CF/lb. ALW
Volume = 106560 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
L
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
5 sides, 3 rt. angle corners
Inside top length (feet)--------------------- 215.0 max. 110.0 min.
Inside top width (feet)---------------------- 140.0 max. 86.0 min.
Top of dike elevation(feet) ------ 93.0
Bottom of lagoon elevation (feet)------------ 84.2 to 81.0
Freeboard (feet)----------------------------- 1.0
Side slopes {inside lagoon)------------------ 2.8 - 3.7:1
Total design volume- using prismoidal formula
SS/END1 SS/iND2 SS/SIDEI SS/SIDE2 LENGTH WIDTH DEPTH
2.8 3.0 2.8 3.7 209 133 7.6 - 12.0
max. max.
SEE ATTACHED SPREADSHEET EVALUATION by R. Horton
AREA OF TOP
LENGTH * WIDTH =
209 133 ; 25307 (AREA OF TOP)
max. max.
AREA OF BOTTOM
LENGTH * WIDTH =
166 81 12321 (AREA OF BOTTOM)
max. max.
AREA OF MIDSECTION
LENGTH * WIDTH 2 4
188 107 73229 (AREA OF MIDSECTION x 4)
max. max.
CU. FT. _ [AREA TOP ; (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
25307.0 73225.0 12321.0 1.3
Calculated Volume Available - 144114 CU. FT. - elev. 84.2 to 93.0
(Added Vol, by Avg. EA due to vat. bottom) M 19025 CU. FT. - below elev:-84.2 (81`.0 to 84.2) ?r
Total Design Volume Available = 163139 CU. FT.

AS 3�.}�sL.0 h
— TEMPORARY STORAGE REQUIRED
SEE ATTACHED SPREADSHEET EVALUATION by R. Horton
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
215.0 140.0 27265.0 square feet
max. max.
Buildings (roof and lot water)
1000.0square feet Describe this area.
TOTAL DA 26265.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALAI 1.37
Volume 106560 lbs. ALW/135 lbs. ALW t 1.37 gal/day 180 days
Volume = 194650 gals. or 26022.7 cubic feet
58. volume of wash water
This is the amount of fresh water used for washing floors or Voiume
of fresh water used for a flesh system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
volume = 0.0 gallons/day 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall 5.0 inches
volume = 5.0 in x DA / 12 inches per foot
Volume = 11777.1 cubic feet
SO. Volume of 25 year - 24 hour storm
volume = 6.3 inches / 12 inches per foot * DA
Volume = 14639.1 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
26023
cubic
feet
5B.
0
cubic
feet
5C.
11777
cubic
feet
5D.
14639
cubic
feet
TOTAL 52639 cubit feet

6. SUMMARY
SEE ATTACHED SPREADSHEET EVALUATION by R. Horton
Temporary stora;e perioL=___________________) 160 days
Rainfall in excess of evaporation=====-__=_-} 5.0 inches
25 Year - 24 hour rainfall===_____________°°) 6.3 inches
1.0 feet
Side slopes________________________ ______) 2.6 - 3.7:1
Inside top length=__________________________) 215.0 ft. max. 110.0 ft. min.
Inside top width=====_______________________) 140.0 ft. max. 86.0 ft. min.
Top of dike elevation_______________________) 93.0 feet
Bottom of lagoon elevation==================) 84.2 to 81.0 variable
Total required volume_______ _______ _______) 159199 cu. ft. #
Actual design Y011lmc________________________) 163139 cu. ft. s
Seasonal high watertable elevation (SHWT)===) . 84.0 feet
Stop pumping elev.=_________________________) 89.6 feet s
Must be ) or = to the SHWT elev.==========) 84.0 feet
Rust be ) or = to min. req. treatment el.=) 89.6 feet
Required minimum treatment volume===========) 106560 cu. ft.
Volume at stop pumping elevation=====_______) 107792 cu. ft.
Start pumping elev.====_____________________) 91.3 feet s
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall =) 148300 cu. ft.
Volume at Start pumping. elevation== =_____-_) 145891 cu. ft.
Required volume to be romped________________) 37800 cu. ft. r
Actual volume planned to be pumped=== =_____) 38099 cu. ft. x
Min. thickness of soil liner when required==) 1.3 ft.@ elev. 84.0, 1.8 ft.@ elev. 81.0
1. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: VN-

KEVIN MARTIN - 'AS BUILT' lagoon Volume -dP30ity calculations
by R. Horton 12/94
u neral Information: see attached site drawing
5 - sides, 3 rt. angle corners
UnifOTM variable slope bottom
Elevation Top----)
93.0
Freeboard
1.0 ft.
Side Slopes
Ratio affect.
Elevation Bottom
Min,-)
54.2 Max.-}
81.0
@ L/W lines
calculations
------------------------------------------------1111111111-----111/1111-
Length at top (ft)
Min.-)
110 Max.-)
215 }))}}
5.60
2.80
Width at Top (ft)
Min.-)
86 Max.-)
140 }}))}
6.70
3.70
CALCULATIONS:
Length of Remaining Side (to Dearest fit.) ---- 118 ft.
Surface Area at to of lagoon) -
- ( p t g }----------------: 27265 sq.ft. �7�,! �� ��,u-.`J
CAPACITY:
Volume calculations using prismiodal formula
Area @ 92.0 max.---25307 -
Area @ 84.2 b0ttom-12321 ? vc
i Area of midsection-18307
[Area Top Y (447ea Midsection) t Area Bottom] Depth/6
25307 73229 12321 1.30
d 11 w1 12 a2 area
1.0 209 133 102 51 253�;
8.8 166 81 8o 26 1232:
4.9 188 107 91 39 1830,
Available Design Vol. to Min. Bottom: 144113
Additional Vol_. to 81.0 Max. Bottom: 19025 by Average End Area to 81.0
(705sq.ft.081.0, 6630sq.ft.@83.0, 12320sq.ft.084.2)
TOTAL DESIGN VOLUME AVAILABLE: 163138
DESIGN ELEVATIONS (VOLUMES)
6.1
181
99
88
36
16357
Min. Volume Elev. @ 89.6 Volume-----: 107792 3.4
196
117
95
44
2087�
6.1
181
99
88
36
16357
Stop Pumping Elev.@ 89.6 Volume-----: 107792 3.4
196
117
95
44
20679
5.3
186
105
90
38
17729
Start Pump Elev. @ 91,3 Volume-----: 145891 1.7
205
129
100
49
2397E
Actual Volume Effluent Pumped ---------- • 38100
,. t vA �k_w lr\1111,\�_:IrA Q.C!:r1)S I
11c'� !a} ;,�\ v�,v«.� o� �� 5 C1��1 a ,C`C�1, C1�,tJ�•\ cD
����x O,\� 5
}

a
•'r^ rrCy- t
t
r
1
I
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s ;
�c K rr
L
>•!
rkj
L,+`
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j
_.✓ J
AJ Yi
o

c—t)►4r-IN+EvAtNT 9LVI.
Bo (L,D r N(:� --0-- I
Pir mOaD FIDOk MICV, .
Tod or- pAp ;-I9y,
.C34-.
c r o s s s ec-r o g VIEW Dr A D N S n-ta Gt=- LAA &4QN
pI7 R+EcN'ARG+ AEs��� -
-�EV rN MA2 � r ►J.
BOTTOM o fi SvA�
Ear,-V
9 Zo-rR L bS-M QN
�6TTL6 D
�z. o To P op DI KjE
• EU,
g PILL V.4%Y
3,D
IM-r DF Doll
-0,t5+ 51, 37
S I . sz � `f � �K�tnh E!� T :9- 5 1 •$ •E
`'11�00 µ I�•�r �q�wD�C
5v�poR'1 DEP?{!
AVs.RA6E aGiTOVN Eta .
_ 1JoT�:"�'a .�'�arEG"1•' Ltilva�T �r��l��,
blQ� .�NGovti1T' TUe`T W L. N��C
eE�Ow 4&IrLwa. kW p eAe-K r-I LL an &u C
nrr PA�T� n w +r+-t 4,G5 e PPp"11c'a
VQTC�F-Ia-L,

KEVIN MARTIN! - lagoon volume capacity calculations
by R. Horton 8/94
aeral Information: see attached site drawing
5 - sides, 3 rt. angle corners
Uniform variable slope bottom
Elevation Top----) 93.0 Freeboard 1.0 ft. Side Slopes Ratio affect.
Elevation Bottom Min.-) 84.0 Max.-) 81.0 0 L/N lines calculations
------------------------------------------------
Length at top (ft) Min.-) 110 Max.-) 215 })))) 6.00 3.00
Width at Top (ft) Min.-) 95 Max.-) 148 ))}}) 8.00 4,50
CALCULATIONS:
Length of Remaining Side (to nearest ft.)------- Ii ft.
fufface Area (at top of lagoon)----------------: T, 19038,eq. ft.
CAPACITY:
Volume calculations using
Prismiodal formula
d
11
wl
12
w2
area
Area 0 92.0 max.---26736
1.0
209
140
102
50
26735
Area 0 84.0 bottom-11398
9.0
161
_16�
78
=z-
1119E
Area of midsection-18383
5.0
185
108
90
36
18381
(Area Top + (40tea Midsection) + Area Bottom)
= Depth/6
���_2z)
—y
a,1L
26736 73530
11398
1.33
J
Btn
Available Design Vol. to Min. Bottom:
148884
Additional Vol. to
81.0 Max. Bottom:
17096 by Average End Area
to 81.0
0.00 sq. ft. area.
TOTAL DESIGN
VOLUME AVAILABLE:
165980
DESIGN ELEVATIONS (VOLUMES)
6.2
178
98
86
31
16143
Min. Volume Elev, 0 89.6
Volume-----:
109125
3.4
195
121
95
41
21Sic,
6.1
178
99
87
32
1632z
Stop Pumping Elev.e 89.8
Volume-----:
112478
3.2
1?6
122
95
42
21972
5.3
183
106
89
34
17a11
Start Pump Elev. 1 91.4
Volume-----
150343
1.6
205
135
100
47
25395
Actual Volume Effluent Pumped --------- 37065

P
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MaH 01 20 09:54a USDH Service Center 704-694-2593 p.2
BROWN CREEK Soil Water Conser adon Districc MU &&DzW Rfteuree8 Coasarvxwn Service
ASTE UTILIZAT
:bas;ad:on .h ores #relovir • •.
WASTE
APPLY DESIGN Sig ANNUAL WASH PLANT AVAILAULE
ANIMAL PROD. UNIT TYPE WASTE SYSTEM t aTi i0o 0 GAPACrry PRODUCED NriROGEN (PAN)
MEMO=3552 0.007 acre-inc Vwa 68 Iblac--in.
Annual Waste Produced ham MRCS FOTG - Pracrira Code 633-d6
Amount of Waste Produced per Year* 24.9 acre -Inch approx- brblb(gaitons
Amount of PAN Produced per Year 1691 Ib. PlantAvailabieNit gag
Amount o1 waste produw per year does rov1 iru:lude excess wash warer or run A r3 any!1.
Appbkg all this wasLe in g ftelymaMgr is a w jo ... r m' ine i s r to eqgIgment,
The following landlfield acreage in Table 1 and Table 2 will be needed for waste application based on crop grown
and waste application method listed. See Appendix '1 for a list of Soil Types, Realistic Yield Expectations, N
Application rates, and Commercial N use assumptions used to develop this plan. See recordkeepiny FORMS
(attached) for required waste utilization records that need to be maintained.
Acres 4uv Y
Owned b Produce
Tab 1
La. N Total
Tract Feld crop Soils Ames IAr-* N / Utilized acre -inch ADuly Month
10391
1a
FFS[;t1E razed
2465
7.5
145
1087.5
16.0
S-N, F-May
10391
1b
FESCUE raz
24613, 4A
1.1
145
159.5
2.3
S-N, F-May
10391
2
FESCUE razed
2466, 4A
1.0
145
145-0
2.1
S-N, F-Ma
10301
3
FESCUE razed)
94RB, 4A
0.3
145
43.5
0.6
S-N, F.Ma
This N is from animal waste only- [TOTAL t 9.9 acs 1_ 1436 lib. J
Indicates that This field is being ovemeeded (i.e. intcrplanred), or, that winter anmrak follow summer annuals.
If nutrients from other sources su&, as corrlmercW fertilizer are applied, they $re accounted for in Appendix 1.
CAUTION: P and K may be over applied white meeting N requkamaent& in the future, regulations may mquim farmers in some parts of
North Carolina to have a m Dent management plan treat *"Rees all nutrfants (N, P & K). This plan enty oddresnea NhroWn-
Waste Prodution updated 511101 Page 2 ANSON COOP" NC

May 01 20 09:54a USDA Service Center
704-G94-2593
p.3
BROWN CREEK Soil Water Compervation Oietrict
Acres with Agreement or !
TTaet Field Croo
1iM itl3,[tM Beseumb Cettsermtlau Sarldce
Term Lease ti
pt•, -•$. .:18Ft @F-:Cl7F1SE:�.' . �+rit#i dj%3GftilEi� t attacjz'ed .
E>cs: 2, ,
of i 7 & ." r Qgft i 1: a R' tali: ;ificati n.
Le. N Total
soils Ar7eS IAr-' N 1 lltil¢ed ' acre -inch Aeely bllanth
103921
1
FESCUE (grazed)
246E
7.3
145
1059
15.6
5-N, F-Ma
10392
2
FESCUE (grazea
246B
16.8
145
2436
35.8
S-N, F-M y
10392
3
FESCUE razed
2465
13.8
145
2001
29.4
G-N, r-may
10392
4
FESCUE razed
246E
0.9
145
131
1.9
S-N, F-Wy
10392
5
FESCUE
246E-C,4
50
1 145
7250
106.6
S-N, F-May
See footnotes for Table 7. ITOTAL l 58.9 acs L 72875 lb.
Totals from Table 1 & Tabie 2
:.
Acres Lb.. N Utilized
Table 1 1 9.9 3GS 1436 lb.
Table 2 1 88.8 acs 12876 Ib.
TOTAL 98.7 acs 14312 Ib.
Amount of N Produced 1691 lb.
" <Deftcib of PAN -12621 Ib.
—Must be 0 (zero) or cDafici6 in order to utiilza all the animal waste N producudl
Table 1 & 2 Notes.- - Acres shown Are considered to be Useable areas.. -excluding required buffers, filter strips, odd areas,
and perimeter areas where waste cannot be applied or equipment limitations may preclude full application
rates. Actual field acreage may, aril likely will be, rnore than acres shown in the tables.
See the Attaehod map(s) shovrtnp fields referenced in these tables.
- The producef and waste appfuator are respor6bla for ensuring that spreader (or irrigation) equipment
is calibrated, operated properly, and applies the correct rates to the acres shown in the tables. Failure
to apply ra mnuneoded rates and wnourrte of nitrogen shcwwn in the tables may invalidate this plan.
Important information. for Application of Liquid Animal Waste
Refer to Waste Storage Facility DesignrAs Built" Drawings or OEM Plan for amount of temporary
storage time, start purnping elevation & stop pumping elevation.
Irrigationlapplication rates shoud not exo9od the intake rate for the sod at the tune of lrrigatim-or nu,off and ponding can occur.
The irrigatiWapplicalion rate is oontrow by initial soft muirsture contont, soil svuoturc, soil texture, irrigation water droplet size.
and organic solids. The application amount should not exceed the available water holding capacity of thq soil at the time of
irrigation nor should the plant available nitrogen (PAN) applied exceed the nitrogen needs of the crop -
Waste Prodution updated 511101 Page 3 ANSON COUNTY NC

1%mmwmmmxmm�
May 01 20 09.54a USDA Service Center
704-694-2593 p, 4
BROWN CREEK Soil Wacer Comoery cion DittriCc MA SRUT 1 ReaoUMS Coascftdon Scrd"
STE UTILIZATION P
Narrative of Operation
,
Figures provided are estimates of waste produc bn...mm wash water or run -Oft tit any) may increaso waste vuiwne.
Operation Notes: Site Approval - 3194; Carroll's Design Approved (NRCS)- 9194; Certified # N000348 - 1/95
Producer irrigates „wine waste on Tract 10391 Field 1 a: Rest of fields in plan - application by honey wa on.
Odd comers not included in effective irrigated acreage infield 1 a might be utilized with honer wagon.
Producer is a certified irrigation operator —irrigation gun needs some modff+cation to reduce application rate. _
Producer has an agreement with his father - Buddy Martin, to apply waste to fields on Tract 10392.
Carroll`s Foods representatives have installed a visible pumping marker 0 NW carrier of iagoon -
"Waste Generation changed to reflect NRCS FOTG 633-46 instead of "As -Built" volumes on 5i1/01 as per!
DWQ non-dtsChar a permikiing section.
Waste Prodution updated 5/1/01 Page 5 ANTSON COUNTY NC