640065_Waste Utilization Plan_20240823

MIDDLESEX SOW FARM WUP
This Ptah has been prepared for:
Middlesex Sow Farm
Franklin Ramsey
180 Lu Tom Ln
Wendell. NC 27591
252-903,8961
Hl23l2024
This plan has been developed by:
SH S WCD
JED WARD LONG
1006 EASTERNA VE, ROOM 107
NASHVILLE NC 27856
252-459-4116
�7
aveloper Signature
TYPE of Plan: Nutrient Management with Manure Only
Owner/Manager/ProdLicer Agreement
t (We) understand and agree to the specifications and
established in this nutrient managernenk plan which incpudesl�� end maintenance procedures
the farm named above. E have read and understand the �� �`��m�! waste utilization plan far
waste management that are included with this plan. Required Specifications concerning anima
Signature (manager or producer)
�� Ar.-A
Date
Date
This plan meets the minimum Standards and specifications of t
Natural Resources Conservation Service or the standard of ra�� U S-Depar-tment of Agriculture -
Conservation Comiss-
on.mdices adapted by the Soil and Water
Plan Approved By:
Technical Specialist i n
atu

Sources in Plan
MIDDLESEX SOW FARM WUP
Nutrients applied in accordance with this plan will be supplied from the following
Source s):
Commercihi al F�l,zer is included in this play.
8r2312024 a 3e-40 Pn.I 1 > >

r
Planned Crops Summary
MIDDLESEX SOW FARM
111 10
The table shown below provides a summary of the crops or rotations included in the plan for each field. Realistic Yield estimates
and Plant Available Nitrogen (PAN) recommendations are also provided for each crop as well as the crop's P205 Removal fate.
The Leaching index (U) and the Phosphorous Loss Assessment Tool (PLAT) Rating are also provided for each field, where
available.
If a filed's PLAT Rating i
S High, any planned manure application is limited to the phosphorous removal rate of the harvested plant
biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT Rating should receive no
additional applications of manure. Regardless of the PLAT rating starter fertilizers may be recommended in accordance with
North Carolina Stake University guidelines or recommendations. Theuantit of P205 applied to each cropis shown in the
following table If the field's PLAT rating is HighHigh or . q y PP
Tract 1 Field �
Total
Acres
H D 5 1.1
-- - 1 61 l HYD 6 .:
1617 � HYo7
Wettable snnu
Acres
U Crap Name
Hybrid Bermudagrass Hay
Ball Grain Overseed
203. 2.03 GeB 14
H bHd Bermudagrass Hair
Small Grain Overseed
Ge81 10
Hybrid Bermudag rays Hay
Small Grain Overseed
r .
1 HYD 1 1 .4431 1.
-aB[ ---
11-1brid Bermudagrass Hay
Small Grain Overseed
1736 HD 2 1.85 1.85
1 H D 1, 1
GeBj 10
Hybrid Bermudagrass Hay
Small Grain Qverseed
- .......... .
Ge8 T10
1736 J,HYD 4 0.87 0.87 Ge8 ! 1
Totals
14.99
1099
Hybrid Berrnuda rass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
mall Grain Overseed
Motes, 1 In the tract column. - symbol aeons leased, otherwise. owned
RYE Recom-w
mended
d
PAN
4 9 Tons
Tons
4 9 Tons
0 Tons
PLAT P (lbstacre)
Rating Crop
Removal Applied
211 Low
SD Lowy
11 1 Low
0 ' Low
- - -#
60 NA
0 NA
01 NA
1 r in
4.9 Tons 211 Low � 60 NA
D Tons � 54 how � 0 NA mffi�
4.9 Tons � 211 Low CO NA
0 Tons 50 Low p MA
4 9 Tans 211 how 60 NA
0 Tons � 50 Law � p NA
812312024 4 38 55 P ICI I /

C1ient(s)'.
District
Leg a i n4
Ll
Planned Crops Summary
MIDDLESEX SOW FARM
Potential Leaclping
IA11 ID
[Technical Guidance
Low
<2 Pol,ential to contribute to soluble nutrient None
beaching below the root zone
&= i
10
Moderate potential to � _
Contribute to soluble nutrient u tr, n tManagement (590) should b plan reed -
lahan below the root zone
Potntial to r�tribut to olubl nutri nt
JHigh
eaching below the root on
P Loss Index
0-25
26-50
51 - 100
> 100
Rating
Low
Nutrient Management ) should be planned. Other conservation
practices that improve available a t r holding capacity of soil and
improve nutrient use efficiency should be considered Examples are
Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328).
Long -Tern Flo -Till (778), and edge -of -field practices such as Filter
trip ( ) and Riparian Forest Buffers (391),
Medium
High -- - ----
Very High
Management Recommendation
No adjustment needed; N based application
No adjustment needed; N based application
Application limited to crop P removal
Starter P application only
8I2312024 4 38 55 PM
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MIDDLESEX SOW FARM WUP
8123J2024
Type Of Plan: Nutrient Mana- ement with Manure Unly
Narrative:
There is a 20% reduction an System twof�itrogen (N) becaxue of a �o stage lagoon with a methane recovery

Required Soil Test Values
MIDDLESEX SOW FARM WUp
The Required SOH Test Values
Sh��ld be t��e� based off infors�own in the folIo�ying table provide a summary o� rep anaiysis cQ�d����� �t least�� �a�on provided at time of soil tests, Fields that,r�c�1Ve mmended actionsthat
9�owth,eUery three Years. ���gh leve1s of zinc and co anure must have a soil
native crop sites must be used when copper ��� adverse) affe
Site life can be �St,ma�ed by en �h� concentration of ti�ese metals a y �� Plantr�SPect�ve� the amount of copper and zinc to be applied i� lbs/acreach excessive fevels.
Y and multipiy�ng the result by 0.85. By addin this by 0.036 and 0.071,.
�e can Predict life of te site for w g to the current soil ind
ante disposal_
ex for copper or zinc,
In addition to G() Per and zinc indices, this table also provides a summa
ry ofbased on the first crop listed
necessary on tile most recent sail sample. Applica.t-
rvof lime
recommendations for each crop
ry to maintain so,l pFi Rn the optimum ran at recommended rats is
recommendation, may need to be �� g� for crap production. IF the first crop or rotation c
evaluated to enure optimal ran es ofr crop changes, these
9 p production are maintained.
Tract ID Field �p ��oP�s}
PM Lime Recom. Cu-1
for cropsCopper Zn-! Zinc
P�) Recommendation Recamm�ndation
1 g 3 7 (tonstacre)
HYQ 7 Bda ha 1
(SG) Y Past 14i. Small Grain 56
�617 f�.£.0 IR S ? 69 0 �
�Y❑ 6 Bermuda ha !
(SG) Y ast N-t Small Grain � � a50 1�� S2 ��
1617 �Yp � 0. 0
Bermuda haylpasl �,1 n 5 � Small Grain 0.5 0 39
1 735 HYD 2 0� � fi7 U, 0
Bermuda haylpa5t hrf g,�.y��� Grain 5 g
i 736 (SG) U. 0 477D 0 852 0, 0
HYD 4 BermY/Past M Smell Grain 5 g
(5G) 0 Q 698 0 0 ia6�-1
1736 HYO 3 0.0
Bermuda haylpast M. Small Gran 5 9I — I
1736 (SG) 0.0 7 1?1 1 a 0 �66a 0, 4
HYp 1 Bermuda haylpast M. Small Gain 6 1
(SG) 0,0 87 � � 147 0,0
Zinc and Co
Metal Soil Test Index
Zn 300
Soo
000
000
Cu 12000
000
r Toxicit
L—ev-eis In Soils
Recommended
Limit ation on
Maintain soil pH � 6 o
Cease application on peanuimland Maintain soil pH >= 6-0
Caution, seek alternative site (all crops). Maintain soil pH >= 6.0
Ceas . e application (all crops) Maintain soil pH >= 6 0.
(all crops), t0aintarn soil pH >=
Cease application (all crop
s) ) fairy r
in soil pH >= 6 0.
8/104 4 39 32 PI 1 / 1

Lagoon Sludge Nitrogen Utilization
MIDDLESEX SOW FARM WUP
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 crap production and applied at agronomic rate. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be Himiting- 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. Dn sites �ulnerab�e 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
Maximum Maximum Sludge 5 Years 10 Years 15 Years
Crop PAN Rate Application Rate Accumulation Accumulation Accumulation
Mac 1000 gallac Minimum Acres Minimum Acres Minimum Acres
False
Swine Lagoon Liquid - Farrow -Wean
Broadcast or Irrigation Application
Ibs. PAN 1,917.Da 3,835.00 5,752.00
Corn, gran (144 bu) 135 �3 24 14.00 28.00 43.00
Berrnudagrass Hay (5 tonlac RYE) 276 27.06 700 1400 21.00
Soybean (40 bu ) 156 15.29 12.0025.00 37.00
Soil Incorporation or Injection Application
Ibs. PAN 2,301.00 4,60200 61903.0�
Corn, grain (144 bu) 135 11.03 17,00 34.00 51,00
Bermudagrass May (6 tonlac RYE) 276 22 55 800 17.00 25.40
Soybean (40 bu) 155 12.75 1500 2900 4400
`Example using Foreston loamy fine sand (FoA) in Dupfin County. NC
*W If the nutrient source did not originate from a lagoon, this report is not required and witl net calculate_

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 orooerly
apply the waste. If the produce
� does not own adequate fond to properly
❑ISDCICP nt tho %.,��r., 1,.,/�L.,. ��._ii _.._..:-'- --.. �
__�„C/,�,C ,r,d„ pruviue ev�aence ar an agreement w+th a
landowner, who is within a reasonable proximity, allowing him/hey 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 to the operation, increase in the number of
animals, method of application, receiving crop type, or available land.
3. Animal waste shall be annliP�i r� r„AAhilt
realistic
--r--•....,.• �•..• �.. � .,uivt �n�.�Cl.ftl IC I Illk U81=I l I ICCL.iS
op yields based upon soil type, available moisture, storical data,
Climatic conditions, and level of management, unless there are r
that restrict the rake of applications for other nutrients.
egulations
a. 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 theifeld (see USDA,
Guide Standard 393 - Filter Strips).
NRCS Field Office Technical
s. 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, t
he waste may be broadcast
provided the application does not occur during a season prone to flooding
(see "Weather and Climate in North Carolina" for guidance).
Liquid waste shall be applied at rates not to exceed the soil infiltration rate
such that runoff does not occur offsite or to surface waters and in a method
which does not cause drift from the site during application. No ponding
should occur in order to control odor and flies-.
$. Anima! waste shall not be applied to saturated soil, during rainfall evens, 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.
so. Nutrients from waste shall not be applied in fall or veinier for spring planted
craps an soils with a high potential for leaching. Waste/nutrient loading rate
on these sails should be held to a minimum and a suitable winter covey crop
planted to take up released nutrients. Waste shall not be applied more than
30 days prior to planting of the crap or forages breaking dormancy.
ii. Any new swine facility sited on or after October 1, 199S
following: The outer perimeter of the land area onto wh
from a lagoon
shall comply with the
ich waste is applied
that is a component of a swine farm shall be a
from any residential property boundary and canal. Animal w
swine waste from facilities sited on or after October 1, 1995
applied closer than 25 feet to perennial waters.
12, Animal waste shall not be applied closer than 100 feet
t least 50 feet
aste., other than
shall not be

is. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall b pplied i
.0
right-of-ways.
n a manner not to reach other property and public
is. Animal waste shall not be discharged into surface waters,, drainage ways, or
wetianas t)y a discharge or by over -spraying. Animal waste maybe applied
to prior converted cropland provided the fields h;ivp hPPn annmvPri as a land
application site by a "technical specialist". Animal waste shall not be applied
on grassed waterways that discharge directly into water courses, and on
other grassed waterways, waste shall be applied at agronomic rates in a
manner that causes no runoff or drift from the site.
16. Domestic and 01
industrial waste from wash down
sinks, etc., shall not be discharged into the anim
system.
facilities, showers, toilets,
al waste management
17. A protective cover of appropriate vegetation will b established on all
disturbed areas (lagoon embankments., berms, pipe runs. etc.). Areas shall
ff
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.
ig. 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 smite.

trient, unless other restrictions require waste to
r nutrients, resulting in a lower application rate
�aH d ruuogen eased 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 b djusted and maintainPrl fnr n„ri
crop production. Soil and waste an
of f ix/in n,.,.i�_.. �_....._
2o, 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
IL
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 to a r
emp ry storage (pumping volume) of all waste
treatment lagoons. Pumping shall be manaLyed to maintain thp linijid 1pvpl
UCLween the markers. A marker will be required t
storage volume for waste storage ponds.
o mark the maximum
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 annfiPri Nitrnjgpn shall
be the rate -determining nu
be- applied based on othe
+-k M
mum
alysis records shall be kept for a min0
imum
�• -� r=o�,. �Uu1 Lry,ary 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.

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Date 0$/2212024
WASTE UTILIZATION MAP
�` �• �� hrlDDl_ESEx SQI,v FARM Field Office NASHVILLE SERVICE CENTER
NASH SOIL 8 WATER CON5ER1lATION DISTRICT Agency MRCS
Lc,,gal Description Tract 1
Legend
TRACTNBR
1736
1617
Roads
Assisted By EdwardLong
State and County Nash County, North Carolina
0 330 660 1,320 1,980
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Custom Soil Resource Report
Map Unit Legend
Map Unit Symbol
DOA
B
Alh
Totals for Aroa of Interest
Map Unit Name Acras In A01 Porcerat of A01
Dothan 1(jamy sand. 0 to 3 24 5.9%
pe rcni slopes
Geor-geolle loam 2 to 6 percent 350 8 %
slopes
Whadke lor.-rn 0 to 2 percent 29 7.2%
slopes, frequenfly flooded
0
0.
100.0%

Soil Information for All Uses
Soil Reports
The Sail Reports section includes various formatted tabular and narratrve reports
(tables) containing data for each selected soil map unit and each component of
each unit. No aggregation of data has occurred as is done in reports in the Soil
Properties and Oualities and Suitabillities and Limitations sections.
The reports contain soil interpretive information as well as basic soil properties and
qualities. A description of each repack (table) is included.
A01 Inventory
This folder canta�ns a collection of tabular reports that present a variety of soil
information. Included are various map unit description reports, special soil
I nterpretation reports, and data summary repots.
Map Unit Description (Brief, Generated)
The mad units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the surrey area. The map unit descriptions in this
report, along with the maps, provide information on the composition of map units
and properties of their components,
A map snit delineation on a sail map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant sails. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena,. and they have the
characteristic variability of all natural phenomena, Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of sods of a single taxonomic class rarely, if elder, can be mapped without
including areas of other taxonor-nic classes. Consequently. every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
The Map Unit Description (Brief, Generated) report displays a generated description
of the major soils that occur in a map unit. Descr-iptions of non -soil (miscellaneous
creasy and minor map unit components are not included. This description is
generated from the underlying soil attribute data.
X

U
Custom Soil Resource Report
Additional informatian about the map units described in this report is available in
other Soil Data Mart reports which give properties of the soils and the limitations,
capabilities, and potentials for many uses. Also, the narratives that accompany the
Soil Data Mart reports define some of the properties included in the map unit
descriptions.
Report —Map Unit Description (Brief, Generated)
Nash County, North Carolina
Map Unit; DoA—Dothan loamy sand. 0 to 3 percent slopes
Component: Dothan (90%)
The Dothan component makes up 90 percent of the map unit. Slopes are 0 to 2
percept, This component is on law edges on marine terraces, coastal plains, The
parent material consists of loamy marine deposits. Depth to a root restrictive layer,
Plinthite
If is 24 to 60 inches. The natural drainage Mass is well drained. Water
movement in the most restrictive layer is moderately low. Available water to a depth
Of SQ inches (or restricted depth) is how. Shrink -swell potential is low. This sail is not
flooded It is not ponded. A seasonal zone of water saturation is at 48 inches during
January, February: March, April, December. organic matter content in the surface
horizon is abort 1 percent. Non -irrigated land capability classification is 1. This soil
does not meet hydric criteria.
Map Unit: GeB—Georgeville loam, 2 to 6 percent slopes
Component: Georgeville (90%)
The Georgeville component makes up 90 percent of the map unit. Slopes are 2 to 6
percent. This component is on interfluves an uplands. the parent material consists
of residuum weathered from metavolcanics and/or residuum weathered from
argillite. Depth to a rood restrictive layer is greater than 60 inches. The natural
drainage class is well drained. Water movement in the most restrictive layer is
moderately high. Available water to a depth of 60 inches for restricted depth) is
high. Shrink -swell potential is low. This soil is not flooded. It is not ponded. There is
no zone of water saturation within a depth of 72 inches. Organic matter content in
the surface horizon is about I percent, This component is in the F136XY820GA
Acidic upland forest, moist ecological site. Nonirrigated land capability classification
[s 2e. This soil does not meet hydri-c criteria.
Component; Tatum (6%)
Generated brief soil descriptions are created for major soil components. The Tatum
soil is a minor component,
Component: Lignum (4%)
10

Custom Sail Resource Report
Generated brief sail descriptions are created for mayor soil components. The
Lignum soil as a minor component.
Map Unit: Wh—Wehadkee loam, Q to 2 percent slops frequently flooded
Component: Wehadkee, undrained (85%)
The Wehadkee. undrained component makes up 85 percent of the map unit. Slopes
are 0 to 2 percent. This component is on depressions on flood plains, valleys. The
parent material consists of foamy alluvium derived from igneous and metamorphic
rock. Depth to a root restrictive layer is greater than 54 inches. The natural drainage
class is poorly drained. Water movement in the most restrictive layer is moderately
high Available water to a depth of 60 inches (or restricted depth) is high. Shrink -
swell potential is low. This soil is frequently flooded. It is not ponded. A seasonal
zone of water saturation is at fi inches during January. February, March. April.
December_ Organic matter content in the surface horizon is about 4 percent This
component is in the Fl-36XY60ONC Flood plain forest, very wet ecological site.
Nonirrigated land capability classification is 6w. This soil meets hydric criteria.
Component: Wehadkee, drained (10%)
The VVehadkee, drained component makes up 10 percent of the map unit. Slopes
are 0 to 2 percent. This component is on depressions on flood plains,. valleys. The
parent material consists of loamy alluvium derived from igneous and metamorphic
rock Depth to a root restrictive layer is greater than 50 inches. The natural drainage
clays is poorly drained. water movement in the most restrictive layer is moderately
high- Available water to a depth of 60 inches (or restricted depth) is high. Shrink -
swell potential is law. This soil is frequently flooded. It is not ponded. A seasonal
zone of water saturation is at 6 inches during January, February, March December.
Organic matter content in the surface horizon is about 4 percent. This component is
in the F 1 36XY60ONC Flood plain forest, very wet ecological site. Nonirrigated land
capability classification is 4w. This soil meets hydric criteria
Component: Chewacla (3%)
Generated brief soil descriptions are created for mayor sail components. The
Chewacia soil is a minor component,
Component: Riverview (2%)
Generated brief soil descriptions are created for major soil components. The
Riverview sail is a minor component,
11

UNITED STA TES NATt-
DEP.4)?TJ-1E-NT0F RESO S 201 ST* ANDREWS ST
AGRICULTURE COPS Tat TARBORO, NC 27886
SERVI 919-641-7900
NASH�lI�tf iEtD OFF -ICE
SUBJECT44: LNG - Dowell Ramsey IrTigxion System DATE: December I O, 1997
Nash County, NC
TO; Shelton Riker
Sail Conservation Technician
Nashville, North CaroIina
I liave reviewed the infonnation sUbmitted to me on a roposctl waste water hand
appliciltion system plan for Dowell R-Cariisey as Furnished b5o Brock Tractor Company.
You have contiRned the system has been flagged in the field and all applieabl-Ca buffers
are in place.
"Filn design wi11 meet NRCS siand<rirds and specifications once the following revisions are,
made,
1. The waste utili7ation plan must I)e revised to show the effective coverage from the
Proposed irrigat imon system (6.0 acres in T 173 6 fiel d 4 2 :rqmd p acres i n the adjaining
tract). Any additional fields which the operator is on ]arid appl)-irig waste
should, be shown as well. Since additional acreage is being added to the Plan, t}�� �l�
should show the currently recommended rate of SQ pounds of nitrogen for
averseeding Bermuda grass.
2. Include with tl�e vr►aste utilization plan the �3 regrrired spee�fleutivtts.
Once the system is installed, a letter of certification is needed from the irrigation installer
confirnilng the system has been pressure tested and has been installed accord;nry to NRCS
standards and specific-citiotls. You are e►tcvtiraged 10 vi.sif the site ditring the tesflrrQ o
t!t e system. o f
J )Y 1 . SHERROD
Civil Engineer
cc: Brock Tractor Company

Bi-ock Equipme
PO Box 100
n t Ca.
Bailey, N.C. 27807
Phone [phone]
Fax [phone]
This iIt rrigatian system was proudly designed by John Boykin of Brock Equipment Co.
A scaIed drawing, required calcu(ations, and required specifications on pipe and equipment
are included
The followERg buffers were maintained on this farm-
25 Feet from ditch
50 fact from surface water and perennial streams
25 Feet from property lines
200 feet from residence
100 feet from well
All comments end recommendations are appreciated.
Thank you,
.i Boykin
Nate: Mr fumse�,?' a��eady has a pta pump that he wishes to continue to use
■

w
P
•. " __ M 1W
Field Specifications
The soil type is GeB
The maacimum application rate (iriches liour)
per = .4
TlicApmIetj tnaxlmtun appIication amouiii (inches i�-r-i ahonper g cycle) 1,0
Amount of plant available nitrogen (PAN) produced per year:
400 sows x 6.5 111)s PAN IILper year = 2600 lbs PAN.per year
BCrMUda hay ovexseeded with srnall grain uses 250 lbs PAN acre per
year.per
T11is i�rigation system ef�ecti11
veIy covers
overseeded wial small grain,
11 � ! C,
H-.92 acres of Be
Y SVI
TIi�s irrigati�S ! on system uh�izes�980 Jbs of N
This informatioii was taken from the waste utilization plan.
I
rmuda bay

9
Traveling Irrigation Gain Settings
Travel speed = 2
Application rate = .28
Effective width = 130'7
wetted diameter 175'
dun make and size = Benninger 80
Nozzle size — 932 node 5"}
Operating pressure at ,dun = 55
Operating pressure at reel _ 66
Operating pressure at ptimp — 75
Are pattern = 330
Flow rate of sprinkler = 53 spm
Pump power requirement (bhp) = 3,4I
Total acres covered (effective) = 11 .92
Traveler make and model = Cadman 2250
rose length = 700'
Hose diameter (ID) = 2,25"
Speed compensation = inechanical
Hydiant. numb
F�
E ro
�I
R
7
7 I-N
I
14
.s2�.
—�
67,7- 5
5 6 2- - 6 -5 ct rd - -11 7)
3-�
447.5
727 5
7225
�D-
4 ID -
-7 j i
7 3a
.qF
}
d H- D
2-. H—
sw
H--3-
-2.
W
a•f #
Ib
�
b

Civcling Irrigation System Calcu
Application rate is calculated as:
z
J = [(96.3 x Q) / (3.14 x (.9 x R} )] x 360fW
Q = 53 Q flow rate (gpm)
R = 87.5 R = wetted radius (ft)
W = 330 W— portion of circle i
Application rate = .28
Total application amount is calculated as:
D — (1.605 x Q) / (L x S)
Q 53
L 130
S= 2
Total application am
rrigated (degrees)
Q flow rate (gpm)
L =lane spacing (ft)
S travel speed (fpm)
ount = .33
Velocity in supply line is calculated as;
z
V = (.408 x Q) / D
Q = 53 Q flow rate (gpm)
D = 4 D dim-neter of supply line
Velocity = 1.35
Brake horsepower is calculated as:
BHP = (Q x TDM / (3960 x Ep)
Q = 53 Q = flow
TDH = 178.23
Ep=.7
Brake horsepower = 3.41
rate (gpm)
TDH =total head pump operates against (ft)
Ep = pump efficiency ('decimal form)
}

Friction loss
Friction loss is calculated as:
1.852 1 852
FL [(.?.,..083 x (100/C) x (Q % D
) x (L/100)1.433
4.8656
C roughness coefficient
Q flow rate (gpm)
D inside diameter of pipe
L —Length or distance (fee
Friction loss in traveler hose;
C =
Aso
Q =
53
D
2-25
L
= 700
Ffiction loss = 8,99
Ffiction lass in supply line
C = 150
Q 5 3
D 4
L = 1200
Fn"cion loss= .94
(inches)
t)
•

Total Dinatnic Head
T'DFI Component TDH in PSI TDI I in FEET
Sprinkler discharge pressure 55 127.05
FI in pump suction assembly Z 4.62
FI in pump discharge assenlbly Z 4.62
FI in supply line 94 Z 17
F1 in traveler hose 8.99 2077
Elev from water to pump 1 73 4
center line
Elev, of nozzle Z 16 5
Elev. difference between pump 4.33 10
center line and high point in field
Total 77-15 17823
1
1
1
i

i
! Ili -List Blockinty
4" SDR 21, 200PS g Sketed PVC pipe
Dead end and Tee (200 x 16-2) / 1200 = 2 7
90 Degree Elbow (200 x 2.3,0) / 1200:.T 3,8
6" S DR 21, 200 PS[, gaske Led PVC pipe
Dead end and Tee (200 x 34 8) / 1200 = 5.8
90 Degree Flbow (200 x 49.2) / 1200 — 8 2
f

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e05RD-1-1 114„
8025RDavloml 1/4 11 to
250 angle for
maximum throw
0 Single nozzte design
minimizes clogglng
Ir. W
"0"10 PrO lIk u re gyp & j
AC
Flow (gpm) 70 75
•r•....rs. t �; 5. '19 1l 22,E
4.
hirn. l--t+ �- _02
-
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Mom. at ' lit 140 -
140 145 1 14 150 1:13
Row (9p ) '
�..�.28.1
40.3
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Flow (gprn)174 1 78
'r, t 33.
Dfam. at 69 139 14 3 --�' I 1-� 605 65.6 7 -
8 Nozzle . 157 61 16 172
Row (gpm) 32.4 36.6
a m. l r 1 _
A 15 1 0 164 1 6
#30 "OZZ10 - OV32%)
Flow (gpm)
48.3
f 4 0. .1
V. 'Dia -, al Fit. . Co. 1
`4.■� 1 4 —
". r r 163 167 172 178 l e t
k-7 F1 f 1qjZ1 Z-4 W { 165
ov; (Vpm)
ik
155 161 165 170 1.75 179 182 195
#34 NOUIR (17132 P) FloF 1 ,• -
1436 169
.
-7 r. Rasa pry ■ , ;. ■ F• # _ �• .
68.0
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39
1036 18r}}r t
a p/1 6 ) ", lag
■
%J�rFlo (Qpm)
`59.7_ 6
S8, (k — 4 �.,l 51.4 56 6 i
1 171 16lag 192
Flow (gpm)
HIM 132.7
7 193
7■
jp
179
Ova
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Standard nozzlo. A4axlmum plrearn h01g rf. 13 1 ft■ q&ove azzjflI t varladon.
U n 1� (#32) nozzle at 60 p�g IL
+
alroa M �s trgIghl"ng van es. OM ier �,
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a P15919 14 AL
#•
solid -set Catalog
-..11villb. -

MODEL
SPECIFICATIONS
AXLE
INSIDE
DER
F HOSE
0 1 2,25
26.25 1 2.625.0
00 1 -*
SfMaDARD
LENGTHS
AVA I LABLE
0 '
0#
i
r � -
i
+IL
I -
v.
46
y
r a: * ■ f
1Aw i
r � ■
Or
■" } ■
{
E _ r do
qkd
fid
j 4P
„V ■
■ � ■ , r - + o r #J i 4 *{� J ■ * �� ■ ■ + tom ' ** 0 F ■ _
■ y141
a � a
oil
Qw
F#, ■ — .� + ■ - + it r d lip
■ f
Ro
��. �i ■ y y ����!!! • ti 0 is
# # ; 16 + It ■� * ■ * ��- �• ■ �� �� y� + - a it � J + � I
�f
Y E A R S DF
E 7{ C E L L E N C E
� Cadman
POWER EQUIPMENT
P*
i� GAWMAN
.r-`�• TRAVELLES
11
Ul[9
a
10
ar:u01:4119 a,111
STANDARD FEATURES
i londa 4 hp. CHV engpne.
rew;rig ring turntable-
# P5/R IS tires on 2250
L-1 5 tires on 2625
* , 0L-1 5 tires on 3000
gallon alurninum fuel tank.
Autornatic gun cart stop.
• Hoo build-up safely SwIth
• -wheeled gun can -
Nelson A-100 gun on 2250
• Nelson SR-100 Burt on 2625
Nelson R-1 0 gun on 3000S
Lift kit for guru cart.
* able chain drive on drum using
hEwy duty traction P+cis.
x � tube frame,
Four (4) coats of pa"nt,
e t quality 06 medium density hose
FI:p down stabitizers on 2250.
* Gear driven telescopic stabilizers on26'25
and 3000S
* C)jsc bca' a to prevent ho a reC-loi l
klechanicai speeqd compensation.
* .` x 25" feeder hose on 2250,
* C x ' feeder Bose on 26,25 and 3000S,
* Speedometer,

I
k
THIS DESTGN is FOR A SINGLE STAGE LAGOO,%L4
OLD LO
CLIENT NAME
COUNTY
TODAYS DATE
OF PIGS LING TO FEEDER
NUMBER OF PIGS FEEDER
WISH
1,@7JMBER OF SOWS FAR -ROW TO WEANLING
1 MBER OF SOWS FARROW TO FEEDER
SOWS FARROW TO FINISH
FREE OF o CONTROL
(minimum 1. 0 cu.
ti
''1 f t per 11a SSL�?)
I m m . 0 cup . t.. r lb SSLW)
N1YKBo ' F SLUDGE ACCUtvMATION
TOP I� E TH AT �10U4AL
WATER LEVEL
NORMAL WATER LEVEL ELEVATIONSEASONAL
HIGH WATER TABLE LET ION
LAGOON Bo CM ELEVATTON
Depth of Permanent Wacer
(Minimhum depth without sludge 6 feet)
(m1n1murR depth with sludge a feet)
SIDE SLOPES
Pe-N-Manent V01urrkeu
Permanent volume Provideci 110326.s
ADDITIONAL P. ; N PLREA IN SQUARE FEET>
(1,,--e.P
UMP u. poind & other outside
LENGTH F PUMPING CYCLE
GALLONS of FRESH WATER ADDED DAILY
E � RA1,1TFALL ABOVE EVAPORATION
25YR/24-'q,R STOM RAINFALL
FREEBOApZ
ESTIMATED TOP of DAM ZLEVATION
Toary Storage Volume
Top o f
Inside
Length
Dam Elevation _ 5. 7
Dimensions of Laoo at Top of Dam
. o �� t .Idth = 71.0
Bn Pumping El,,=2va t i on
StOp Pumping le ra pion
Vc)lume To 2e Pumped =
4 . 0
92.8
20600.8
]DOWEL
NASH
DE - E
1000
I
0
1.0
1, 00
FEET
0 . 0 YEAR3
I&
�..
0
FEET
92.8
FEET
78
. C
FEAT
8 3.
8
FEET
feet
1.5 :1
cubic feet
cubic feet
SQUARE FE�T
0 DAY
0 GALLON-
5.5 INCHES
6.6 INCHES
1.0 FEET
95.8 FEET
cubic feet
feet
feet
=et
feet
r
cubi
e*L--

�L
i j #
y' r a t
F ' -
{ I rk.
�� t
` ' , '
��.
.d • -, _,
it
t �•-
-Ift
a `;
w
3. REQUIREI] LIQUID VC7L[7tii� OFLAGG`0I�T
Design for
To,al O l um
Total Volume
r
et.-
(SSLW Design factor) U me
4m NORMAL LAGOON LIQUID LEVEL
S. DIKE
w0 cub 1c at
wh
Mainta-','n normal on lipid l e,,�j at elevation
boon bottom elevation
92 . 8 Feet
Lagoon size for normal lagoon liquid Volume
S S / EN..-D 1 SS/END2 SSISIDE"I
1 . DEPTH
■
AREA OF TOP
LENGTH *WIDTH
265-0 62.0 16430. (AREA OF TOP)
AREA OF BOTTOM
L * W b
3 0 -0 (AREA OF B T rwi)
ALREA OF ILT I O N
C.: J M * w M, )
CCU.YQ , = [AREA. -,Coo + ( *AP -EA TNT
) + AREA BOTTO�jj
00
VOLUME OF LAGOON AT NONVLAL LAGOON LIQUID
THE URFA S DTMENSIONS OF THE LAGOON AT 'I'}
ARE 265.0 FEET LONG By 62 � 0 FEET WrDE

11
0
P-ace BPOil as a continuous dike to elevation
6- TEMPORA.Ry STORA(3E REQUIRED
A.
AM
O'
DP%A11, AREA
Lagoon (top of
Length
274.0
dike)
Width
1 r 0
ddItional Drains(je Area
TOTAL D
Pumping cycle to be
V01ume of waste rod
uced
Volume 95�
17 she pumping cycle
Vole-n
volume of wasli water
19454 squarem feet
0 square feet
54 Square feet
y do
. 7 feet.
0.0101481 gallon/lb. SSLW/day
7.48 gallons per r.7u. Et.
This is the amOunL ot fresh water used for washing f100rs or
vOlUMe fresh per used E r a flush s t «. Flush the
to
ntr are accounted i A.
Vo ] u e =
gallons/day 90 days in the pumping
cYcle divided by 7.48 gallons P u.
ft
Volume = 0.0 cubic feet
'10lume of rainfall 1-71
exc�23s of avaporstio
Use period of t1me when rainfall exceeds evaporation ion b � a�
a � t, � t
Excess rainfall
Volume =
(differences) --
5.5 inches * DA
o.lurr,e `
8916.4
cubic feet
1101ume of
25 year -
24
hour storm
.1 ume =
6.6 inches * DA
l ure = 10699.7 ui fey
'70TAL REQUIRED TEMPORARY STORAGE
5-5 inches
12 inches per foot
1.2 inches per foci
A*
11684-4
CUb1cfeed.
B_
0.0
cubic
feet
.
a916.4
cubic
feet
D .
10699.7
cubic
feet
"TOTAL TEMPORARY 'BRAE 31300-5 cubic f
eet
DEPTH OF STOP -A -,..E (ABOVE NORMAL L I I LE•VAT I ON OF UG N

k th required
area
D*��Pth rei red
D'Pth re:-iir d
C le Of temporary -storage d1vide
aon
31300 cu.Ft
I - 9 feet 16430
Normal lagoon liciijid
Depth required
Freeboard
O� 0 E am
elevation 92,8
1.0
5.
DIMENSIOris
I E 274.0
SET p{1 +*
LEVAT 1
PUMPED OP VO L Ms
G.
GB.
.
feet
feet
fr.
feet
INS icr)Lp OF -HiE DAM AT ELEVATION
FEET BY 71 * 0 FEET
TOTAL PUMPED LU v
eD t 4 required
V01ume of
area of lagoon at
Depth required
Dopth regied
DESIGNED By:
DATE*
cU6i feet
0.0 cubic feet
8 916 , 4 cubje f eqt
Pumped a to gage divided b
y surfar!da
n.rma1 water I ]
Am
.2 ft
A?PROvED By,
DATE:
i 30. sq.
95 7
ft .

■ 9
7"'HIS DESIGN IS FOR A SINGLE STAGE LAGOON
v &00r
CLIENTS NAMECOUNTY
i_�._.
' - 1
E U 1 ANCE TO NFALREST NONFARM RESIDENCE =
OF PIGS ANLIG T FEEDEROF PIGS m
SEDER To
FINISHNUT,r2ER OF SOWS FARROW TO WEANLJJI-0v
ULTMSER
"IBER OF SOWS PARROW TO FEEDER
F SOWS FARROW TO FINISIi
AGREE ov 000p CON -�
(minimuRy f t per lb SSLW)
� f
1 i7F77■ 1.0 +
maximum 3 . 0 u .
Per lb ss6w)
SLUDGE ACCtKaRATIOAT
TOP LENGTH AT NCPILkL WATER LEVEL
TOP WIDTH AT NOMMAr, WATER LEV2L
N0P-j%kL WATER LEVEL ELEVATYON
SEAHIGH WATER TAPLE SONAL
I ;-
LAGOON BOTTOM ELEVATION
Depth m t Water(TninimuMdepth
(Minimum �. feet)
th with sludge 8 feet)
SIDE SLOPES
Permanent VOlUrne Required 113013.0
Permanent V01ume Provide
12 3141.0
ADD � I ANAL D I NAGSAREA TN S UAR
(i.
- PUMPOut n
LENGTH OF PUj%-jpjNG CyC e r 0 U t s.1'd ce area)
LSEGALLO,NIS OF FRESH WAT
-
ER ADDED DAIlly
IEXCESs AJ5� EVAPORATION
5 YRSTORM tRAINFALL
FRE"BOARD-
�
ESTIMATED TOP OF DAM ELEVATION
Temporary Storage,1
T000 f
Inside
Length
Dam i ea t ion
Dimensions of LagOon at T
op
215.0 feet Widch =
e in Pumping �-letvat ion
SLOP Pumping Elevation
Volume To BePumped
95.7
of Dam
i3o.0
4.0
92.8
26609.E
I TAS
E UE
1000
0
0
1
0
0
1.0
7dEFv 2000
FEET
.0
& I
112
+ 0
FEET
92
_8
FEET
78.
0
FEET
85.9
FNE
Eel At
cubic
CM, iC
3.0:.l
feel
feet
0 *BARE FEET
0
DAYS
0
GALLONS
5.5
INCHES
* 6
INCHES
i . 0
F&ENT
.
FEAT
cubic feet
feet
fe. t
feel
cubic
feet

I.
2
3
4.
STEADY STATE LIVE WEIGR;
0
head
weanling
Lo feed`.r�
x 30 l bs .
0
head
feeder to
finis i rig
x 135 lbs
2loom I
sows
farrow to
weanling
x 433 lbs.
0
sows
farrow to
feeder x
522 lbs
0
Sows
farrow to
finish
x
1417 lbs.
TOTAL STEADY STATF LIVE WEIGHT ( L)
SLUDGE ACCLTI�MLLATIOtj
0 lbs
0 lbs
113013 lbs
0 lb�
0 lb
01013 lbs
Sludge a-�u.mulat s
at the
rate
of o . 80
cu . ft. per year
Per pound of STEADY
STATE
LIVE
rv� -=IGHT in
swine.
Years of sludge w curnula t lon
Sludge Volume
REQUIRED LIQUID NODE OF LAGOON
Design for
10al
Total
Volume
Volume
r
in design? 0,o
.0 cubic feet
I* D
cU- f t.
Per DOUnd
ISSLW *
Design
Ea ter) +
Sludge Volume
NORXkL LAGOON LIQUID LL EL
113013.0 cubic feet
r4aintai
n wmal
lagoon
liquid fe el
a i.� elevation
Construct
1a o n
bottom
elevation
A 5 ' S feet
. 8 feet
Lagoon siz,5 for normal lagoon l iauid *rolume using P_ ' s
g rood is I formula
ND3. IM2 IDEI S lD2 DEPTH
.0 3.0 3.0 3.0 7.0
SEA OF TOP
LENGTH *WIDTH
197,0 112.0 22064.0 ( AREA OF TOP)
AREA OF BDTT
L * Wb
AREA OF MID T7ON
(L R
176.0 1. 0 16016.0 (AREA OF ID E TIOMD
CU. 'fD. [AREA TOP +
(4%*AREA MTDSECTION)
AREA BO-mr-110M]
IDEpTH/6
22 0 4 .
06 . 0
� 850.0
1..167
VOLUME OF LAGOON AT NOALk.L LAGOON LIQUID L'L=113141 . 0 CU. FT
VOLUME DED = 111013.0 CU. FT
THE SURFACEDIMENSIONS
OF THE LAGCON
AT NOFU4AL LIQUID ICES E L
ARE
19 7. 0
FEET LONG BY
112 - 0 rEETWIDE
DIKE
N

fL+_
T • — 7rlti yVwPy �4
nam
Place spoil as aCont,nuous(ji*
Ke Lo elevation
I)RAI :
LrIo (LOP of dike)
L e r,ETi d
th
215.0 130.
Additional Dra i n
age Area
27950 square feet
•
y Y•;
I
95 7 f .
�
r J II a
+• � � !
_
r
jrl
_j I
•s .
Sri4e'
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-
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r d
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_ 4L, �..
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4
r
DEPTH OF STORAGE REQUTPE]D
(ABOVE NORMAL LIQUID ELEVATIO�; OF, Lj-Goorj�
t

-004011p!� MW1*Pd1=W dr ~116j
i
1P
W
0
Depth required v1
of temporary GLarage divide.,
area of lagoon.
Depth reguired
1.9 feet
Depth ram i red
Freeboard - 1.9 feeL
TOP of Dam I. 0 t eL
95.7 feet
THE D 1 �1 1 T
ARE
ET
PM01PED
TOTAL
P L
Depth
.0-
e.#
F THE INSIOE EIDGE
2.15,C FEET
PUMPING ELEVATION
TF-
UMv
.
8*
.
PCIPID VOLLrMIE
required l ume o
area of lagoon at
required
required
I G N ED B
DATE:
surf
sq.
OF THE DAM AT ELEVATION
130.0 FEET
13799 ubi feet
0.0 cubic feet
12810.4 cubic feet
26609.6 ubi
Pumped storage divided
normal water level
26609.E CU,f:
1 . 2 rear
P PROVES
DATE:
.0
sq.
f t .
5,7
A
i
61
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SWINEIrvASTEMANAGEME,4FSYST1-%',M
OPERATIONANDMAIN ENANC PLAN
Producer _Dowell Ramsey
The purpose of this plan is to provide guidelir�es for carrying out the routine operation and
maintenance work needed to keep this swine waste management system functioning as planned
Routine maintenance is considered to be normal goad care of the system Good maintenance
adds to beauty, usefulness, and permanence.
A Maintenance
The routine maintenance of the lagoon involves the following
l - Maintenance of a vegetative cover on the embankment toy and side slopes-
Fescue is being established on these areas Beginning in I999 and each year
thereafter, the embankment should be fertilized with 800 pounds of 10-10-10 per acre to
maintain a vigorous stand
2. Control of brush and trees on the embankment. This may be done by mowing, Sera}-ing,
or chapping, or a combination of all three This will need to be done at least once each
year and possibly t�vice in years favorable to heavy growth of vegetation
Maintenanceinspections of'the lagoon should be made daring the initial filling of the lagoon
and at least annually Items to be checked shouId include, as a minimum, the Folloixing
I . Waste Inlet Pipes., Overflow Pipes
a condition of pipes
(2)
z. Pool Ai -ea
separation of joints
cracks or breaks
a undesirable vegetative growth
b Frosting or dodged debris
3, Embankment
a. settlement, cracking or "jug" holes
b, side slope stability - Slumps or bulges
c erosion and rodent damage
4 Transfer Pimp

FMMMW.
i -
SWINE N. .-kSTE MANAG ME1 4SYSTE.JM
OPERA ION AND MAINTENANCE PLAN
B. Overatimon
Your animal wastc management facility was designed for a rotor a�'�ar
�g� sows ! animals
farrow to �wean�). 'fhc la
storage. The goon contains both permanent and tcm orary
agesnot to be pumped in order t❑ ensure that anaerobic action
w�1! Occur. Z'he design includes permanent stora�e of one cubic foot �cr pound of stead
state live weight.Y
The temporary storage portion of the lagoon includes capacity for the volume of waste
produced over _90_ days. The amount of rainfall in a 25 year 24 hour storm evcnt and
rahtfall in excess of evaporation. Your facility is designed For __90 days of tem orant
storage; therefore, it will need t� be primped every 3 months. Begin pump out of thNo
e
lagoc�n when fluid level reaches elevation _ 94.0 as marked by a permanent marker. Sto
P11mP out when the fluid level reaches eIev3tian 92.8 �
�Hie attached wash management plan should be followed This plan recommends sam lin
and testing of haste before land application I'he waste material should be analyzed before
each application cycle to deteiTnine its nutrient wntent. A soil test of the area of application
should be made annually to insure the waste is applied as reasonably and practically possible
to recommended gates
It is strongly recommended that the treatment lagoon be precharged 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 efflucnt at
all tio'rzl�s.
The Clean Water Apt of I977 prohibits the discharge of pollutants into waters of the United
States. The, Depa-ftment of Environment, Health, and Natural Resources, Division of
Envi-ronniental Management, has the responsibility for enforcing this law

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EMERGENCY ACTION PLAN
PHONE NUMBLR.S,
D\\/Q
EMERGENCY MANAGEMENT SYSTEM
SWCD
NRCS
919-791-4200
252-459-7376
251-4594116
This plan will he impleiiiented in the event that x�-asles from your operation are leaking,
overtlowing, or rutini1,111, offsite. You should not wait L111til �%•astes reach surface %vaters or lea%,e
your property to cowsicier that you liave a probleni. YOU Should i7zake ever� el�'oi•t to ensure that
��j�s does not 11L�a��;r�. This pl-in should be posted in an accessible location tier all employees at flie
facility. The 1�611owirity are sorne act�or� ite111s YOU S-11011Id take.
I.
Stop the release aster. Depending on the situation. th'is may orrna�
Suggested rtosonieare
"_1
bclo%v-.
A. Lagoon overfloNkr 0ife tD -poss
Solutions
a. Add soil to bcrni to increase elevation ordam.
b. Pump ►%.•astcs to fields at an acceptable rate.
c. Stop all flox%,,s to the lagoon immediately.ly.
d. Call a pulliphig contractor.
e- klake pure no surface "rater is enierina lagoon.
B: RUr10ff1`rnni waste �rplicat ion field -actions i11clude:
not he possible.
a. immediately stop waste application.
b. Create a temporary cfixrei-sion to contain waste.
c. Incorporate «•rite to reduce I-iirlo ft:
ci. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoffocCurred.
C.- Leakage froth the �tiastc pipes and sprinklers -action include. -
a.. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate: fiurther discharge.
d. Repair all leaks prior to restart iri� dumps.
I December
8.t 1996
IN

D-, Leakage from flush systenis, 11OLISCS.. solid separators -action include -
Stop recycle punip.
b. Slob iffigation pump.
c. Nlake sul-c; no siphon occurs.
cl. Stogy all flows in the house, flush sysle«is, or �� separators_
e. Repair all leaks prior to restarting pump,i
C: Leakage firom base or sidewall oflagoon, 011cii this is seepage as oppose([ to 11OW1111h-M,
Ieaks- passible action:
a. D a smal[ sump or ditch away from the enibankment to catch all seepage. puti11 t�
submersible pump, and punip Back to lagoon.
b. If holes are paused by burrc��trin� animals, tray car remove 21ntill�lls and 6111 11c)[es and
COX17paCl 3 Clay type SOl].
c. Have a professiojj�jj evaItiatc tile condition ofthe side �ti'alls and lagoon bottom as soon
as possible,
Assess the extent 0 A tile spill and note any obvious
i�
C.
dA
h.
did the waste reach any surface waters?
Approximately how tnuch was z-eIeased aii(f ter �4�hat durcatioO
Any daniage riUiecf, such as employee iiljur•y, fish kills, or propeny damage?
Did tile spill lease the I)ro ert f
Does the spill havc the potential to reach surface waters?
Could a Future i-aill event cause the spill to reach surface waters?
-Arc potabIe water welts in danaer neither an or off ofthe property)?
How Much reached sUrCace waters?
3.* Contact appt-opr�ate agencies.
a. During normal business hours,, call your DWQ (DiMision of Water QualF. ity) regianaI office;
'hone 919-79 1-4200. After Iu�•s, emergency number: 919-733-394?. Your phone call
Should inciude: your �l��tne, f�c`-lity, telephone number, the details of the incident fi-om
iteiii 2 above., the exact location of the facility, the location or clu-cction of mo,%renient Of'
the spill, weather and wind conditions. The corrective measures that have been under
taken, and the seriousness of the situation.
h. If spill leaves property or enters surface waters, call local ENIS Phone
nu nibej- 2 5? -45 9- 73 ) 76
Ama
c. Insti-uct CMS to contact local Realth Department,
d. Contact DES, Phone number 252-459-98 1 Q, local SWCD of't�c;e phone number
?5?-459-41 161t and local NRCS office far advice�'tec:�lnical assistance phone number
252-459-4116.
2 December 18, 1996

4 noiie he oribo ve wo i-ks ca 11911 o I- (Ile Sjjci 11',s Dep
them and ask that PC"soil to cm-(19C[We . 1'01- �'OLI
5: Contact
C.
111C C01,11-ricloi- 1" our L:110-
ACC to betym rep
-P
Contractors Name.
Con11'dCtoi+s Address:
CoMraclors Plioiie:
9 0'07 900,00)
6: Contact the technical specialist m.,110 cc.•l-[iticcl the lagomi (NRCS, Consulting En(jilleel". eta.)
a. dame: NRCS/SWCD
11, Pllone-,. 152-459-4116
*l `y I)MCeCILIFOS a
advised 1)DW
Q �� nd tech� � � � enies to � f
mop,
damage, i,,-epair the system. juld reassess the waste matiagemem pl,-Ltn to keep pi-ohlems with
z� a f t 1"I"0111 liappenim,,,tx%ft-
December
.
18, 1996

1Z
Version—july 20. 2013
Pre maw
�1
eCond,ar
f�
110
LEI
Mortality Management Methods
Indicate which method(s) will be implemented
When selecting multiple methods indicate a primary versus secondary ophon.
Methods other than those listed must be approved by the State Veterinarian
Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or Public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot abase the seasonal
high water table. Attach burial location map and plan,
Landfill at municipal sold waste facility permitted by NC DEO under GS 15A NCAG
1 3B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A deemed composting system according to 15A NCAC 02T .0113 (a)(1 2) and the NC
Department of Agriculture & Consumer Services Veterinary Division"s Poultry & Swine
COMPoster Approval Guidelines. If compost is distributed off -farm, additional requirements
mustDEG?..be met and a permit is required from NC
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC department of Agriculture & Consumer Services (G.S_ 106-549.70)..
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 by the State Veterinarian must be attached.
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact tie Divisian guidance.or guida�e.
• A catastrophic mortality disposal plan is part of the facility's CAVVNIP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facilitys animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional Temporary procedures or measures for disposal according to G.S. 106-399.4-
Not
Signature of Farm pwner/Manag
Signature of Technical Specialist
Date
Date
6bOZ1q

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