260072_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits most apply for renewal at least I80 days prior to thew expiration date. Therefore, all applications
mast be revived by the Division of Water Resources by no later than April 3,2019.
Please do mat Is. nay gmcme. imancrvered Please verify all information and make say necessary corrections below.
Application must besigned aaddated by the Perashics.
1, Faun Number: 26-0072 Certificate Of Coverage Number: AWS260072
2. Facility Name: TDM 26
3. Landowner's Name(same as on the Waste Management Plan): TDM Farms bar
4. Landowner's Mailing Address: PO Box 300
City: Newton Grove Stare: NC Zip: 29366
Telephone Number: 910-594-0219 Ext F-mad: dniemond(alhovslffivm
5. Facility's Physical Address: 947 Gio Rd
City: Au vile State: NC Zip: 28318
6. County where Facility is located: Cumberland
7. Farm Manager's Name(ifdifferem from Landowner): Douglas Alan Niemand
g. Farm Managers telephone mamba huclade area code): 910-594-0219 En_
9. Integrator's Name(ifthers is not an Integrator,wale"None"): TDM Farms Inc
10. Opemtor Name(O1C): Douglas Alan Niemand Phone No.: 910-590-6137 OIC#: 18417
11. Lessee's Name(ifthere is not alessce,write"None"):
12. Indicate animal operation type and number:
Current Pemdt Operations Type Allowable Count
Swine-Farrow to Wean 2,616
Swine-Wean to Feeder 4,000
Doerauoa raven:
Scone Cana, Dry Pouary Other Tvs
W.toNash Dairy Calf Non Laying Chickens Horses-Horses
Wean to Fesde, Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Nit. Sheep-Shaer
Feeder to Finish Dry Cow Turkeys Sheep-Cater
Faaowto Wean Beef Stocker Calf Dark,Pullet
Farowto Feeder Beef Feeder
Boar/Surd Beef Bred Cow Wet Paso,
thus Other Non Laying Pallet
Other Layers

13, Waste Tu maent and Storage lagoons (Verify the following mfolmation is accurate and complete. Make an necessary
coup ctions and provide missing data)
Fstim&eE Luariyps Estimeud i)esigv Freebmm
Strucue chic (Clay Symb"c, Capacity Smfece Area "R"Iwe°
:Nine Built Ummovm) (LtibicFeet) (Squm.Feet) (Inches)
6. . a' 9olfctl AA a oo 1900
Mail one (1) copy M the Certified Animal Waste Management Plan (CAWMP) with this completed and sign" application
as regair"by NC General Statutes 143.215.10C(d)to the addres.below.
The CAWMP must include the following components:
i. The most recent Waste Utilization Plan(WUP),sicn"by the owner and is eerliGed technical acechilhat rmtimmu&
a 'The method by whichwsste is applied to the disposal fieTas(e g u�igazioq�n)echon,etc)'
b. A map ofevety field used for land application(fat example:irrigation map).
a The sat seties present on every land application field
d. The crops grown an every land application field
e. The Realitic Yield Expectation(AYE)for every crop shown in the WUP
E The ma cummt PAN m be applied to every land application field
g. The waste application windows for every sop utilizedm the WUP
h The required MRCS Standard specifications
2. Asite map/schematic
3- Emopmey Action Plan
4. Insect Control Checklist with chosen best management practice rated
S. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected meth"acted-Use do,unclosed updated Mortality Control Checklist
* Lagoordstorage pond capacity documentation :(design, calculations, etc.) Please be sme the above table is mamma, and
complete. Also provide my site evaluations, wetland determinations; or bazard clmsifications that may be applicable to
yon,facility.
* Operation and Malntenmmcc Plan
If yin CAWMP includes my components not shown an this had, please include the additioml components with your submittal.
(e.g.composting,digesters,wastenaosfea,efc.)
As a second option on mailing paper copies of the application package, you can scan and email ane sign" copy of the
application and ON the CAWMP Items above W. 2s 19Permk1lenewo1@ncdsnrgov

I attest that this application 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 me not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, orcertification in any application may be subject to civil penalties up to $25,000 per violation. (I8 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landoxmers should sign. if Landowner is a
corporation,signature,should be by a principal executive officer ofthe emporation): �1
Name: ✓ Iv41 CP✓� t� Title: EY1s/tP t 4G✓t.
signature: Data: 3I�Is'l
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR -
Animal Feeding Operations Program
106 Mail Service Center
Raleigh,North Carolina 29699-16M
Telephone number:[phone]
E-mail:2019PermitRenewal@nadenrgov
FORM: RENEWAL-STATEGENERAL0=019

Nutrient Management Plan For Animal Waste Utilization
05-19-2004
This plan has been prepared for: This plan has been developed by:
TDM 26 Doug Niemond
B-z6i-IM 10NI TDMFarms
Box 300 Box 300
Newton Grove, NC 28366 Newton Grove, NC 28366
910-594-0219 910-594-0219 f���/
--(
Developer Si afore
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture -Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical ecialist Signature Date

Nutrients applied in accordance with this plan will be supplied from the
following source(s)i
Commercial Fertilizer is not included in this plan
S5 Swine Nursery Lagoon Liquid waste generated 764,000 gals/year by a 4,000 animal
Swine Nursery Lagoon Liquid operation.This production facility has waste storage
capacities of!EproximtelY 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 1760
Incorporated 3022
Injected 3328
.Irrigated, 1913
Max.Avail Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
- PAN(lbs) :. Applied(Ibs) Deficit fibs) Applied(Gallons)_ _Deficit(Gallons)
Year 1,913 2057 -144 821,730 57,730
89 Swine Farrowing-Weanling Lagoon Liquid waste generated 8,379,048 gals/year by a
2,616 animal Swine Farrowing-Weanling Lagoon Liquid operation.This production
facility has waste storage capacities of approximately 180 days. .
Estimated Pounds of Plant Available Nitrogen Generated per Year _
M-y�r
"1 -9,-347,635
2930
2206
4455
14055
Max.Availlus/ Actual Volume Volume Surplus/
PAN(Ibs)* bs) Applied(Gallons) Deficit(Gallons)
140055 9,347,635 -968,587
' Note ht source ID,S means standard source.U means user defuied source
- ----
Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this sourc
441396 Database Version 3.1 Date Printed:01-23-2006 Source Page l of 1

Narrative
This plan was created to reflect the change in animal types from 2400 sow farrow to feeder to 2616 sow
farrow to wean plus 4000 head wean to feeder.The steady state live weight has remained the same on the
farm.
Dougfhemond
5/19/04 _
_____ _ _________ ________ ---_____ -_____ -----____ _`__g 1_.__of__1___
472240. Database Version 3.1 Date Primed: 05-19 2004 Narrative Pa e

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 stop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Fleld Acres Acres Index(LI) Soil Series Qop Sequence RYE
3979 oneywago Mot) 15X0 N/A Au"Ville - Small Grain Overseesi 1.0 Tans
Hybrid Bermudag.,Hay 5.5 Too,
3979 Pulls 1-13 40.60 40.60 N/A Auft ville Small Grain Overseed 1A Tons
Hybrid Bermudagrass Hay 5.5 Tons
PLAN TOTALS: ss.6a ss.w
Ll P.ofenYtulLert hmg _ r -. A -'Ia haled1 GuYdance'
2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>-2& Moderate potential to ce, bute to Nutnent Management(590 s ou e p aMe .
110 solublenumentleaching belowdo,
root zone.
Aigh potentid to mnhibute to soluble Nutrient Managemen[(590)shcold be planned. Other conservation practices that
nutrient leaching below the root zone. improvethesoils availablewaterholding capacity and improve nomenteseefficiam,
> 10 shouidbe considered. Examples are Covc,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 Bathers(391).
472240 Database Veraion 3.1 Date Printed 5/19/04
PCs Page 1 of I
'NOTE: Symbol *means user entered data

The Waste v, ization table shown below summarizes the waste utilization plan-,,r this operation. This plan provides an estimate ofthe number o._.res of
cropland needed to use the nutrients being produced. The plan requires consideration ofthe realistic yields ofthe 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 ofthe nitrogen amount being supplied by manure
or other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each
field in order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure::appliie
is included in the table to ensure that the plan adequately provides for the utilization of the.manure generated by the operation.
Waste Utilization Table Year l
"C -- Res Manure iquid Solid Liquid ' Solid
be'A) PA Manure MO. ManurenuretNutrient Applied App Bed Applied AppBed
Applied .(acre) . (sa). . (Field) (yield)
(IWA)
Total Use April, Applic1000
TractFula In Soil Series Acros Acres Crop RYB PaiodN Method N gal/A Tons 1000 gels tons
3979 one ag 89 Autryville 15.00 15,00 Small Gum Overseed 1.0 Tons 10/1-361 SO 0 0 Irtig. 23,85 0.00 35Z71 0.00
.3979.;areywag SS utryville 15,00 15.00 Sina11 Guin Coameed - LO.Tons 10/13/3I 50 0 0 Irtig. 1 3.9 0.00 5992 0.00
3979 ooeywag S9 Autryvilio 15.00 15.00 Hybrid Hertnudagrees Hay 5.5 Tons 3/I-9/30 269 0 0 Irrig. T42 144.28 0.0 2,1641
0.00
3979 oveywag SS AVByville 15.00 15,00 Hybrid Bermodagress Hay 5.5 Tons 3/1.9/30 269 0 0 Img, 2] 10]9 0.00 t61.77 ` ON
3979 Pu0s 1-13 59 Autryville 40.60 4060 Smell Grain Oversred 1.0 Tovs 10/1-3131. 50 0 0 Brig 40 23.85 000 968.20 0,00
3979 nits ld S5 Autryville 40.60 40.60 Sma11 Grain Onrseed 1.0 Tons 10/1.3/31 50 0 0 Img. 10 3,99 0.00 162V 0.00
3979 Oils 1-13 S9 Autnville 40AD 40.60 Hybrid Bermudegress Hay -5.5 3/1-9/30 •75 0 0 brig. 248 14428 0.00 5,85759 000
3979 Ils1-1 S5 Autryville 40,60 4060Hybrid Bemsudagraes Hey •5.5 3/1-9/30 1275 0 0 Irtig. 2 1079 0. 437.87 0.00
Totai APpBed,I000 gslbne 10,169.36
Total Produced,1000 gallons 9,14305
Halmce,1000 gallons -1,025 32
TotalApplied,toe 0.00
Tma1 Produced,toes 0.00
Balance,=,I 1 0.00
Notes: 1. 1n the tract column,--symbol means leased,otherwise, owned. 2: Symbol*means user entered data.
44130E Database Version 3.1 Date Printed; 1/23/(" WUf Page rf 1

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 how that maybe applied to each field
selected to receive wastewater. It also lists the application event maximum application amount that each field may receive in any one
Irrigation Application Factors -
Tract Applicafion Aate Application Amount
Field Soil Series (inches/hour) - (inches
3979 Honeywagon Auh-yvllle
3979 Palls 1- 0.60 1.0
13 Autryville
0.60 1.0
472240 Database Version 3.1 Date Printed 5/19/04 IAF Page 1 of 1
NOTE[ Symbol*means user entered data

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
Maximum Maximum Sludge
Crap PA-1, Rate Application Bate Minimum Acres Minimum Acres
Acres
lb/ac 1000 gat. 5 Years Accumulation 10 Yeats Accumulation 15 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge- Standard
C na 120 ba 150 13.16
]7.52 155.03 232.55
Hay6mn R.Y.E. 300 26.32
Soybean 40 tin 160 38.]6 ]7.52 11627
04 72.67
145.34 218.01
Swine Nursery Lagoon Sludge- Standard
con,Iza b� Iso 13.16
Hay fi ton R.Y.E_ 300 10.09 20.36 �� 3054
26.32 5.09 I0.18
Soybean 40 ba I60 t404 15.27
9.54 19.09
28.63
472240 _____________
Database Versio¢3.1 Sludge Page I of 1
Date Printed:05-19-2004

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
:capacity available at the I'd ofeach month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The
start date is a value entered by the user and is defined as the date prior to applying nutrients to the first _crop in the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative,the estimated volume of accumulated Waste exceeds the
design storage volume of the structure. Either of these situations indicates that the planned application
interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name Swme Farrowing-Weanling Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1
180
Elan Year Month Available Stora e Capacity
g {I)ays)
1 fib
2
47
3 62
4 84
5 105
6 127
7 149
i 8 169
9 180
10 161
11 140
1 12 118
*Available Storage Capacity is calculated as of the end of each month.
-__ p ty g
472240 Database Version 3.1. Date Printed 05-1 OS-19-2004 Ca aci Pa e 1 0£ 2

Available Waste Storage Capacity
Source Name Swine Nursery Lagoon Liquid
Start Date 9/1 Design Storage Capacity(Days)
too
Plait Year Month
Available Storage Capacity(Days)
1
1 97
Z SS
I 3
1 104
4 117 5
� 129
6 142
7
54
8 166
1 9
179
0 169
1 11
155
12 140
*Available Storage Capacity is calculated as of the end of each month.
- a P tY g ______
Database Version 3.1 Date.Prm[ed: 05-19-2004 Ca act Pa e 2 of 2

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,
allowinghim/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).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
S. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
d zzdo
--------------------------------
Database Version 3.1 Date Printed: 5/19/04 Page I
Specification Pagel

9• Animal waste shall be appfied 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 alagoon that is 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. ,
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.
472NO Database Version 31 Date Pnnted: 5119104
Specificafion Page 2

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 one
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
22. Waste shall be tested within60 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 appliedbased 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 rive 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. _
472240 Database Version 3.1 Date Punted: 5/19/04 -------
Specification Page 3

Crop Notes
The following crop note applies to field(s): Honeywagon,Pulls 1-13
Bermudagrass Coastal Plain,Mineral Soil,Moderately Well Drained.
Adaptation:Well-adapted
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar I to Mar. 31. Cover sprigs 1"to 3"
deep (1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3'rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2'rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,.
Potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 War,N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
War,N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s):Honeywagon,Pulls 1-13
Small Grain: CP, Mineral Soil,medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20.For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%
for each week seeding is delayed beyond the optimum time. 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. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep.Adequate depth control 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 no more
than 30,1bs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-March.
47224o - Database Version 3.1 Date Printed: 05-19-2004 Clop Note Page I of 1

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TDM FARMS
2400 FARROW TO 'FEEDER
SWINE FARM
APPROVED ANAEROBIC LAGOON DESIGN
GRID SURVEY
WASTE MANAGEMENT PLAN
RELATED MAPS
DESIGNED BY:
AGRIMENT SERVICES INC.
P.O. BOX 1096
BEULAVILLE, NG 28618
[phone], [phone]

OPERATOR: �a_}
COUNTY: Cvm
TYPE OPERATION:
P1e s'e yz;+ r]
Retain tLx fir itY.; _ ..
i
roux i 'x efully.
and nail
n=�
A4rimeI t c c. nc_ > >
lagoon and p _Is _ 2 �x tl �e� i : - layout of
com leted b ins' t.uctt ��! ,
P y AeJriment. -G;,v _ ch an will be
1 <est e rx at xi
BUILDER or :,Id are the
fin&1. t , l gx;-!._ l .. HE Bl,i (.Ot71'kr l0I 5 ible for
The
from th -
tx iat he may vary
f 111s as - x a�i i L t � b �
' p, s. 1 _ Ip cuts and
the C���tx ct -r and _ __ ' t`-r x : required.
Inc .,il i i - eiL on t!.:: price and
Best Estimates : �C
L I a1 I e � . i : 8 /91Nz
OVER,
TOTAL Excavation ( cu . yd) : 6 .2.209
TOTAL Fill ( cu . yd. s"l�cf6 +44�-2
taI
NET IMPORT ( cu, yd. ) ; � ��
Cut/Fill patio : /,Z /) p �
. Approved By,

Operator: HOG SLAT County: CUMBERLAND
Date : 07/28/96
Distance to nearest residence (other than owner) :). 2400 . 0 feet
1 . AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to finish ) z
2400 sows ( farrow to feeder) x 1417 lbs . = 0 lbs
0 head ( finishing only)
522 lhs . = 1252800 lbs
0 sows ( farrow to wean) x 135 lbs . = 0 lbs
0 head (wean to feeder) r 433 lbs . = 0 lbs
Describe other. 30 lbs . = 0 lbs
0
Total Average . Live Weight = 1252800 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1252800 lbs . ALW x Treatment Valume (CE ) /lb. ALW
Treatment VOlume (CF ) /lb. ALW =
Volume- = 1252800 cubic feet 1 CF/lb. ALW
STORAGE VOLUME FOR SLUDGE ACCUMULATION Sludge Accumulation Not Computed At
Volume = Owners Request Remove Sludge
0 . 0 cubic feet As Needed
4. TOTAL DESIGNED VOLUME
Inside. top length ( feet.) ------------------
Inside top width ( feet) _______ --- 720 . 0
Top of dike elevation (feet) 310. 0
Bottom of lagoon elevation ( feet ) ------------
49 . 8
Freeboard ( feet) ----------------------------- 37 . 8
Side slopes ( inside lagoon)------. . 1 . 0
3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/'END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
_ 3 . 0 3 . 0 3. 0 3 . 0 714 . 0 304 . 0 11. 0
AREA OF TOP
LENGTH * WIDTH = -
714 . 0 304 .0 217056 (AREA OF TOP)
AREA OF BOTT014
LENGTH * WIDTH _
648. 0 238 ..0 . 154224 (AREA OF BOTTOM) S -)lei
AREA OF MIDSECTION 53..( .
LENGTH * WIDTH * 4
681 . 0 271 .0 73.8204 (AREA OF MIDSECTION * 4 )
CU. FT. = [AREA TOP + ( 4*AREA MIDSECTION) + AREA BOTTOM.] * DEPTH/6 P-
217056 .0 738204 . 0 154224. 0
1.8

5 TEMPORARY STORAGE REQUIRED
DRAINAGE AREA: -
Lagoon (top of dike )
Length Width =
720. 0 310 . 0 223200.0 square feet
Buildings ( roof and lot water)
0. 0square feet Describe this area.
TOTAL DA 223200. 0 square feet
Design temporary storage period to be
180 days .
5A.. Volume Of waste produced
Feces & urine production in gal. /day per 135 lb. ALW
1 . 37; 9
Volume = 1252800 lbs , ALW/135 lbs. ALW 1 . 37
Volume = 2238448 gal/day 180 days
gals. or 305942 . 2 cubic feet
5B. Volume of wash water
.This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the .lagoon water are accounted for in 5A.
Volume = 0 , 0. gallons/day * 180 days stora e/7 . 48 y g gallons
Volume = 0. 0 cubic. feet Per Cr
5C . Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall -
- 7 . 0 . inches
Volume = 7 . 0 in *. DA / 12 inches per foot
Volume = 130200 . 0 cubic feet

LOCATION OF LAGOON CORNERS .
POINT X-CORD .Y-CORD
FEET FEET ELEVATION
GRID. FEET
1 0 610. 0
2 36 . 0 G+10. 0 3 . 8
574 . 0 F+74 . 0 7 . 8
3
0 350.0 - D+50. 0 49 . 8
4 36 . 0 386 .0
5 264 . 66 U+86.. 0 37 . 8
6 386. 0 0+86. 0
260 . 0 350 . 0 37 . 8
7 - 676 . 0 D+50 . 0 49 . 8
8 277 . 75 C+7'7 . 75
640.0 250 .0 37 ' 8
9 640. 0 C+50 . 0 q� g
110 .0
10 676. 0 146. 0 B+10 . 0 49 . 8
11 716. 01 B46 . 0 37 . 8
12 1 .0 B+46 . 0 3'7 . 8
775. 0 110 . 0 B+10 . 0 13 681 . 77 574 . 0- 49 . 8
14 715. 0 F+74 . 0 37 - 8
610 . 0 C+10. 0
49 . 8
STORAGE CALCULATIONS
AREA OF TOP
LENGTH * WIDTH
728 . 99 * 309 . 72 = 225, 783 . 3
AREA OF BOTTOM
LENGTH * WIDTH -_
662 . 39 * 229 . 87 = 152 , 378 . 3
AREA OF MIDSECTION * 4
LENGTH * WIDTH =
695 . 94 * 270 , 08 = 751 , 851 . 6
VOL = (AREA TOP +4*AREA MIDSEC'ION + AREA BOTTOM) * DEPTH/6
VOL = (225783 . 3 + 751851 . 6 + 152378 . 3 ) * 11/6 =
TOTAL DESIGNED VOLUME = 2 , 071 , 690 . 9 CU. IT.

5D . Volume of 25 year - 24 hour storm
Volume .=. � 7 . 0 inches / 12inches Per foot * DA
Volume = 130200 . 0 cubic feet
.TOTAL REQUIRED TEMPORARY STORAGE
5A. _ 305942 cubic feet
5E . 0 cubic feet
5C . 130200 cubic feet
5D. 130200 cubic feet
TOTAL 5G6342 cubic feet
� . SUI{NARY
. Temporary storage
Rainfall in excess of evaporati.on====--_-=_> 180 days
25 year - 24 hour rainfall=== _ 7 . 0 inches
_>. 7 . 0 inches
Side slopes______ ________ 1 . 0 .feet
Inside top length=====__ --__
3. 0 : 1
. Inside top width____________________ 720. 0 feet
'Pop of dike elevation=== > 310 . 0 feet
Bottom of lagoon elevation========_=__=_=___> 49. 8 feet
Total required volume______ _______> 37 . 8 feet
Actual design volume_ > 1819142 cu. ft.
Seasonal high watertable elevation -> -034054 cu. ft.
a( 'HI•iT) ===> 45 . 9 feet
Stop Pumping elect. ====_______'______—___Must be > or = to the SHWT elev. ====__— 44 . 5 feet
feet
Must be > or = to min . req. treatment el . => 43 . 8 feet
Required minimum treatment volume=======__—> 1252800 cu. ft.
Volume at stop Pumping elevation=======_____>
1429983 cu. ft.
Start pumping elev. - _ _
Must be at bottom of freeboard & 25 -> 48 . 1 feet
Actual volume less 25 Yr. rainfall
volume at start Yr' 24 hr. rainfall==> 1903854 cu. ft.
Pumping elevation= ===_—_> 1883607 cu. ft.
Required volume to bePumped===== -=-----=- 36142
Actual volume Planned to be pumped=====_=___> 43624 cu. ft.
4531 Min . thickness of soil liner when required==> . 8 feetft.
DESIGNED BY: Agriment Services CHECKED BY:
DATE:
DATE :
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS :

OPERATION AND MAINTENANCE`,PLAN SHEET 1 OF 2
------------------------------
This lagoon is designed for waste treatment (permanent 180 days of temporary storage . The required for the planned
storage ) and
time requir fluid level (permanent and temporary time
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 preoharging 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 48 . 1 as marked by permanent marker. Stop pump-
Out when the fluid level reaches elevation 45 ; 9 . This temporary
' storage , less 25 yr- 24 -hr storm, contains 436142 . cubic feet or
3262344 gallons .

SHEET 2 OF 2
4 . The recommended maximum amount to apply per irrigation is
one ( 1 ) :inch and the recommended maximum application rate is 0. 3
. . inch per hour. Refer to the waste utilization plan for further details.
5 . Keep vegetation . on the embankment and areas adjacent lagoon mowed annually. Vegetation to the
. should be fertilized as needed
to maintain a vigorous stand.
6 . Repair any eroded areas or areas damaged. by rodents and
establish in vegetation.
7 . All surface runoff is to be diverted from the lagoon to stable
outlets.
g. Keep a minimum of 25 .feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams.
not applied. in open ditches. Waste will
residence
nce Do not pump within 200 feet of a
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
mental management, , Division of Environ-
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 dikeand pad areas. After stripping, the foundation area of the
.lagoon embankment and building pad ,hall 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 materialscan be used as fill . The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller at otherequivalent 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 REQUIRS14ENT5 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 offill 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 heightto the :downstream toe of the dike .
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1 . 8 ft.
NOTE : LINERS (PARTIAL OR FULL ) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHENUNSUITABLE 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, S.C, 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 content which of the liner material shall be optimum moisture
relates to that. moisture content when the soil is kneadedshall be
in the hand it will form a ball which. does not readily separate . Water
added. to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall lot 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.compaction of the liner includes placement in 9 inch lifts and Proper
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-
abilityofa 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 compacted
liner.
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 tile discharge of waste outlet
P riles . This can' be done by using some type of energy dissipator( rocks )
or using flexible outlets on Waste Pipes.
Alternatives to soil liners are synthetic liners and bentonite- sealant.
When these are specified, additional construction, specifications are
included with this Construction Specification .
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the Plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials .
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after Construc-
tion according to the seeding specifications . Topsoil should be placed
on areas of the dike and Pad to be seeded . Temporary seeding or mulch
shall be used if the recommended Permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established O as soon
as possible during the next period of approved seeding dates .
REMOVAL OF EXISTING TILE DRAINS- ------------------------------
-
When the drains are encountered; .the tile will be removed to a minimum
Of 10 feet beyond the outside toe of slope of the dike. . The tile
trench shall - be backfilied and compacted with good material such as
`SC , Ch. or CH.

SEEDING SPECIFICATIONS
-_______.-_
.AREA TO BE SEEDED: 10 . 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS :
0 . 0 LBS . FESCUE GRASS AT 60 LBS . /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS )
SEEDING DATES : SEPTEMBE,R 1 TO NOVE14BER 30
FEBRUARY 1 TO MARCH 30
0 . 0 ENS . RYE GRAIN AT 30 LBS, /ACRE (NURSERY FOR FESCUE)
600 . 0 LBS . 'PENSACOLA ' BAHIA GRASS AT 60 LBS.. /ACRE
(SEE FOOTNOTE NO. 1 )
SEEDING DATES : MARCH 15 TO JUNE 15
80 . 0 LBS , HULLED COMMON BER14U➢A GRASS AT 8 LBS . /ACRE
(SUITED FOR 140ST 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 ITARCH 30
400 . 0 LBS , RYE GRASS AT 40 LBS , /ACRE (TEMPORARY VEGETATION)
SEEDING GATES : DFCEP'BEP 1 TO VAPCH 30
LBS .
.APPLY .THE FOLLOWING: -
10000 . 0 LBS . OF 10-10-10 FERTILIZER ( 1000 LBS . /ACRE )
20. 0 TONS OF DOLOMITIC LIME ( 2 TONS/ACRE)
1000 . 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 14OVING IS COMPLETED.
APPLY LII4E AND FERTILIZER THEN DISI; TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY 14ULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING ,
1 . PENSACOLA BAHIAGRASS IS SLOWER, TO ESTABLISH THAN COMMON
BERMUDA GRASS WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS . /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
' UNTIL BAHIAGRASS LS EETABLISHED.

T L�
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TDM FARMS 2400 FARROW (0 FCI D SWINF- I Aldlvi
AGRIMENT SERVICES INC.
I EIRN'-:U ' C. 1"OX, jp
P.E,
P,O. >30X 1096302 -A COLUI�I�I AUE.
BEULAVILLE, NC 28518 CAROLINA BEACH, NC 2,I3420

Wof him
Us Doi,,r ae, L
So-_�_
n '31nITTm Cjil' TCT TT?1J5
CI r ;T T_n7p County, *I - ch Carol na
Dasi3ne "�R7.i6� ll � 57s8+?iCES
hcukn c
� Pa'Ce
Lag' - ..- C,a1t+A P 'CiIDdtf5
G zCLAVT T(- rM n i CJ
t Tr n �dlr ei � -CL i rCL Dint Area volome 1 Ale, -
Lh n n
i I I
sad 7. _ : i 1= a . 0 irO.n. 7 2227 . 2 'J . O
2171 . 1,
18H �.1 3, 1 12CO d .,_ I q-r, q
0.
797 . 7. 1. ; 1 ] 26 . 0 ; Ai r iO r; 22620, 0 r�
0D I } ,9 3
250 3 : 1 3. 1: 1 126 .0 1 6+00 2a66 . 5 9. @
1©0 9143- 2 = . G
276 3; 7- 3. loJ J.25 .0 1,000 2492 . 6 � P. 0
5 . 0�0
12E _, 1 3v_i 1.26A 7+60 _54 r _. _
1 321 126 :0 795+, 9 5lo. -3 r . ..

0I6=Ri1 il!5;80
CI305E -9PCTIDN DATA
Qt!ApiT _.✓ C1?tLC0 A PT 0H6
prepared .or
n
Couet?. Horse Carol_in:a;.
it vA 911C ar"iD m l,,P
ICES -
.tare -
] , /_ .Isei at
L=uJo on. Excavation 10,111,
TEMPLAp'T' DATP a
0+10 to g+80 - 1S ii
SECTION NUMBER i
ORW I UT, DATA.
4z
1� � : © �O,i. jD 0. 69 1 /JI c
0© . / in .A ,Gp. n o / 9 � . L7 a � d l -17 . 5

�A6Tpil 2/TSlflB - -
_. a vat ur :nllo;.c
CROSS-SECTTION DATA
QURNTI'TY CALCII_fATIOMS
Prepared for
1-1
CUMBERLPMD Coun'Cy, North C�solzna
Peti' cler AGPINA.hNT SER F`='.' rite Cl, _
.,=,.7o carat;on Lug.=Mate:;
TNTInL-9TE I7AT1
BLgi.nting Elcvatiort - 37 .3 -
Be.q4nn.i.tiq_ SLa Li.c:n 120 !- 7
to 2;SC ,�1rac17_I.a/3 1 rC 01)'J 1
3i60 to 3+-60 ,3174c1114/3 0 . 00000 rt/Ft
3,10 T,e 4 -00 \ 174r1 �3 3!3 . 1 n 70 a, I - ;
?+00 to 5+n@ L 0 00)Ql0 IE /fS
0+00 .t 5+06 174c 117 5 '/3. 1 0 o00u
.tC, , t 7, (,¢O 1 i c12 2/3i 0 c9200 :L/ ft
73�(" 1, 7+a0 . �\31 4CI212. 5/3 . 3 9, 061000 ft/c't
7140 7+60 c \3174C1354;3 0 300SO Ft%fr
7+ n 6 795r . � -� 31%4n135n/3 PT/; L
SECTION PIUBHRER 1
('enterl ne 5'cati.on Y20+. 7
ORP7IN8G DATA,
0. 0 e:8 . 0 17:9 . 0 n,n, . c: 200. 0 : 13.0
SECTT.OE
S'L _ioTt '1-r30
^.HI@l€i1L PRTA;
0..% / 47 . 9 100.0 47 . 7 300 . 0 400 0 ! R
'CTION NUMBER
UeP+clljkle 6tatlo¢ 3+00
ORIGI-.biAL DATA :
0 .0 r 47 .5 100;0 / u7 .3 S90_ 9 / 71 9 _ 00. 0 / ' lj

., -Ili LRPd) 0 d°/Ff
r axe
;C`P TO i II Ue{BER 4
conteYline Station 41 AID
URIC i 1 .L DPT:1
I rn0 _ r
CRECTUAL
300 , 0) ` 6 , I. 1MO 47 . 9 200 . 0 / 47 . 2 300 0 _ &9 . (i
1 A - - 3
SEcTTOIT lquiTaET, e
CentnAine Station. GIO,D
WITHAR Imm -
500. / 47. n 36-. 7 i0. 0 4'7 .1 d. P,
":CTION NUTAREE
` IItinn .1d
e gTf'T-PAT, DSITT'�
501. 0 C6 . 6 _ . r v . � 0 > _
LCTIOTT I J joEp 3
Ceul arline ,41 r..;i on . '-60
O . � / i 170 . 0 - Q
` 2 15 . 4 70© . 0 ,
60 3-0 t . 660. 0 / 4F . 3 '45 . H Tp>� ^ '� . 1 t �/� r .� . z
cell"fl IA6 5Aatj.0Il 79
tlT2T2fila P?T Fie
107 .,=
45 , aOOM i. f 660. O:.:. � °; .5 �00. 0 / 15 : 3 rOl. 9 IS . ;

ae-nit) 2nvao
-- - �l llRN.S,tI -nti �i ai >ui.tuir
_ ,
QUARTIT% C9LCULATTOWS
prepared for
FS c3 S1 S T a m.
in
CUiM RLAND Coui,ty, i?orth Cai,,Iina
0e- c;nne:, hG-RIHEN S3Fn VT(-F,S checP.w
D atc 0712MM r +r c. _ --
Dike h'i1I F.Gtim_atss
I EHCAV ATmh T r
1-n L 0 C 1 1119hL Off--M. CL Vist Area volumcMum
- dtd) ( 'ft ) Sca (`t) ( .gut) ( -,_ MS) i Dv ` ,' " - .- - ,
I I i
15. 3; 1 .. � L i.10 , 0 0+00 0 . 0 I _i^ , s
20O 0 . 0 300 . 9
In n ;1. 4: 1 110 . 0 2+00
1s 3. 1 . 110..E .u�c
I 225 0. 0 _TO- -'
IS 3 : 1 4o-1 120 . 0 I 6+25 0. 0 145. 2
15 v 1 4. , 1 120 . 0 I 13+2G 1 9. 11,
' . 200 .0 37M _
15 3, 1 4 : 1 Mw 1. ^ :2.5 0. 0 j 0 C,
12S O.rs
1 s 1 90 _0 1 11+50 0 . v 1 .3
rs � ,�a 3011. e
15 ., : 1 131 eC,.o 1 +15 1 A,o im . -
10G 0. 0 1 5232
15 u1 3, 2 239 . 11421f , 11 0. 0 105 .
207 A .a 622S ._
-L5 • 3-, 1 106 ,.7 iL �5+.1 ( 0. 0 I l0= . 1
220 0 , 0 1
15 7_ ,. i 150.0 1 '47+, 9 0 . 3 I J ,Z_O
1© C, 3.q.
13 150.0 11947+. s
j 155 ia. 0 „irt6
l5 3, 1 4 : ? I00.0 0 0 . ,.
.. 10o vo
IS 3 _ 1 4, i 100,0 12111,. 9 0. 0
1 245 - 0 a I „4g1. 0
15 __ 4 : 9 t10. 0 1 , 457+. 9 I 0 .0 I ,3. S

Ulu a!UM
❑9 Depa ,:cmen8 of 1�iculSn±�
Soil
CP,J_3--SECTION DnTA
OUAPTI71° C' LCULATFQ%z.
Pr_uarsd £or .
I-[ i:" -cr 3 za -
n
(: irg iL.ANL' C Untu, North U"iol_it" -
1c agn` � AGTiTM i"9 3ERVICTI, .
Dow 07/28./96 C'he _._.—.
I)ilc�' Pa.l l" X'g1,{P.1aLes
F,2g nn my RLe ata.on n9. 8
WAR UK St1L ," - 'in+00
- 5 to 72* . 5
_ � 1I5A3
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�" Lo 178G+_4 - G J r00 II . .:r
f for"e1iv\3
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4 0 . r11513
,,., O00J63 C?.
� 9r . a 3/,l/37i15\g � J70-)o f1J 'h
3 t D 2417f. 9 JC a
3c1ASA4 _r
�. . 0 c"ic
l TIGN i90NBER. I -
OSIGl4M, P ..Tp . -
0 . 0 / 47 . 7 100.0 / 47 . 8 200. 0 i a7 , ti
�ED= 0 t 1;2} _+09
oBICTNP,L DATA:
0 , 0 n 7 . `v OIJ,0 ! a7-3 7.00, 0 17 .
SECTiOR NUM3NR
�'cxit _'Line StaCl en 4+100
UP,IGTpi f I.ATAI
.1 -6; 45 . i �.@O .J / 6 ,, 1 200 . 0
4E . 3
Cen ] tit cl b
n S_7IGg rrAL Ji�Tr`.r

Who w 4. SwcioateA � G�ntinllPd) page
SB"TOM HUNTER 5
CentwlAe St3tico 02-�
ORIGAU" DATA
0� 6 / d�, . C, 100 . 0 / 45 . 8 190 , 0 4b - 6
OE"lou MMER b
czw�l"04 sta" On LOQ�
ORICIPU FlATAi
0 . " / 4CS IWO / AT , 200 45 . 2
SMCTIM4 HIMBRP
VICTIVAL
0 , 1� / 4 5
'('TIOM FlUFBT,'T,
cont �TtIDC A-r ll-�
ORIGINAL D�ATO,
0 . 0 5 a 0 L) 4 C 200 0 J7 , 0
sFc, p-lQlq 11"llibER tl
C�nterlilq� station 14' 1 : 4
OPIGIMM PAM
ID 0 1 411 , 1 �04. 0 1 46 -1
�3DCT �Okl WFUITR
C,! -Pillac a . " 'Lior
ORUMNU DAT ,
0 0 / 47 � 2 -1100V / M5 200 0 47 . 2 300 . 9 1 47
3ECTIOW 9UHHom 11
Cclle�linc stal-I'D 1847
ORIGI&M DATA:
S � 0 i, 17 � 1) 100 . 0, 0 ?eo � o g-! 7
ACTION NUMBER 12
clllltlj I ,lnz "I' LitiolA ID17 '- 9
OUTGTHM, UATM
r) , (1) / 47 � 7 11�111),o / 117 7

(conutmed? 67/21-,/95 '-
BECTDDT! n;U :BL.it 13
Ceni stat3.oi, 2112+ , g
,ni C7 tn: = t�tiun , I2i. , ^
OPIGICIAL G<"bTF1; .. .
100", aE� . 7. 20Cn .
E l'i
Cent iitne. ST .anion. 2a ;7+ .S

olinm anslaa n
P J0[l Cl^. I1t UF
: SOLI CAI _Fldt� 1'J1CB
PLNNDIND
QUANTITY CALCULATIONS
i_reBared for
03
?1 ! '27<iibip CORniIY; L9orth Carol ins, -
Dc��_gne P,G'f?INII H Etl f.!7E3 C i!eakcr
Data 07./28/96 Date �-_—
_.al kill P t.j id":
1, _ 'Avg' !7 .� i .,
Tor, 'L� r , right Op `-C'L CS. D' �i.. I Picea Volum I A,, voinme
1ti'. ( W j 't.,',.
(7 'C} j NOW (Cu 'o ) n't;l ! ( . Ydrd )
21D 31 1 . �.
lee 9, 0 �
21e I_ 1 200. 0 00 —
736 . ,,
j Les
210 , 1 3, 1 09. 0 _ roI) j ? . ..
j Io091 ,
_
210 13 1 3A 290.0 j slow 0. © t8® .. 2 -. .
10� j On
j lee _- j • ,OC , cl
3e5 209. a j ` r0^c j ^, 0 o_ ._
.e5 _ . ro , n 6 ` ,El D jj a _ e. � _ : C . . ,

i � Cli 11:}Z rF,
WlAol"T lY CPLOTTI r It1I,rP
-MIllIrriptD co.jnt, >
6 1Var aCP.LI, i t SERVICES
ztr OJ/2c "h�cl:er
___ ill - T ➢1tc=-:
TEUPLTM Cup .
D2-1 in.n 1.�:w ^10',a.t.lon 9a -1
O"j t, Station
O QO C / 3
c cC ` __ m 0 9 n =
scii3'9�3 P lC to 6 50
Cie 1 j
URIC Q ul DATA.
..0 t sn, ., {G . .� 'fr,, C, -
f I Tn�7plql.tER
...ni rm - 1M)
r, IP & 1 D
r l 02 8t _on
ORICINAL OT TA
EUTTCP JJri r_.'uR n
re,i':_e me SLa*i3.¢ 3i-Oa
CRIGII'JP 11 nrLteA ;
.Yn _ _ 103.0 -

xad ,r; ili r tnr. t ( -i- uOd % 07/ 81196 . -.
SECTTUIT 1`UHBER 5
Centerline 3tati.ca ��+m�j
OR.ICJ_?lAL DATA:
�'TIOv ri 7L'li 6
cj
1 i c iir ) CIOIl 5+CG
oQ IC 1_1 tl F,C,TA:
47 . 7 17Q 1'' / '17 . 9 ?90 0 47 .3
f T 1 :T- 11LITIDRR
rent li-. e St :ion G F@O _
ORIG'(NAL DATA; _
D_E , 48 . 9 In" 'o 4&_6 °OCi . O / 45. 7
.lsnt 1 Sr ,itA in 3 __
QRTCT i)?. nAm2,
. A

j
TYPICAL CROSS.sacrION OF
LAGOON CONSTRUCTION WITH '
PARTIAL CLAY LINER
1
1 �T THICK CLAY LINER /
GILL 1 (HINIMIITI) / � �-
AV�ACE CRouilo 1 I FIL�__
__�--' AVERAGE__, GROUND,
VARLABI,E. 1
EXCAVATE THIS AREA AND
SAVVY MATERIAL , EACKFILL WITU CLAY . VARIABLE SANDY MATERIAL
00 CLAY NO CLAY
j_1
FEET THIC
CLAY LINER FEET THICK
$ IM CLAY-CLAY
EXCAVATE CLAY LINER
SANDY CLAY-CLAY
AWITIONAL"EXCAVATION DUE TO LINER;
AVZRACE DEPTH TO CLAY _X (,$ FEET THICK X DISTANCE �{��,QO CUBIC FEET = /s�.$� CUBIC YAXCR
M E: WHEN AREAS OF UNSUITABLE MATERIAL ARE EWCOIIIETERED, THEY WILL NEED 0 BE E27 CUBIC XCAVATED
FEET BELOW GRADE, BACKFILLED P AVATED A MINIMUM OF
C01'ACTED WITH A SCS APPROVED MATERIAL (SC, CL, CH).

TYPICAL VIEW OF A ONE-STAGE LAGOON SYSTEM
ConELnment Building Top Width �S
/ Settled Top Elevation 49,E
Pipe Invert Elevation
+I
Pit i� SS 3 :1 ss :� SS
' TREATMENT \
+� LAGOON i
Depth = /0.3
�." Pipe (Needs to be adequately 1
supported)
Bottom Elevation 39.8
NOTE : RIP-RAP , FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL W
ILL PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER
BE

ONE
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I;VAtUATION
---
BASIC INFORMAL TON -----------.-------------------------------------------------------
NAMTi/r\ilLRBSS Tory frnS
LOCATION Sn;Ls__s�r�of A4tr :11 Po. —QoX 309,
-� to _sv -oai
y 9_ TAi;IJ,ffS' I'YI I:�y00 Fu/YJw fa F��-----------------------------------------------------
4
1)TST.1*;LI; :'ROA4NEARESTRESIDGNCE ? /soo FT.
I IIS'I:ANCE FROM NEARFS1 PUBLIC FACII I7Y 1_d5a o FT.
AI2E UFIILIT ITS IN L'f\IfI'13I�40V��r�
YES_ NO
WUJ SHT BE AFP'FVTFD BY ANY ZONING I.AWS7
IS SITE 100 FT. PROM PERENNIAL. "BI,TJN. LING" STREAM ? YES__/NO_
!S SI'CF. U'I CF11N 100 YEAR El ()OD PI,AIN7
YES NO /
----------------------
WH I THIS I)R'OJECT ANFGC;'I' WETLANDS?
)II YES, 811F(7FY. YES_ NO
- ------ -
-T,1 L, FACTORS
. PNDATv!(A•:RED SI'G('TI�,:i?
nAE1.oGlcnt'IrIS'FORICAAL/ SI FEI?
YK(7BLEM AKLAJ'! ._ . .

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INC,
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COMMENTS:
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AGRIMENT SERVICES INC.
Soils Investigation
NAME 7b17 p / S{
DATES /G
ADDRESS p Q i3 x z
LOCATION N "�� G.odc . NG di B3�1 p x
—
SKETCH OF PROJECT SITE
n
WATER TABLE _ +
© BORINGS ,
0-1 SM M sn
1-2 sti
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11-12 -�-r-
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Agriment Technin
Remarks : cia / ��— '�' —
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System Calibration "
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity. '
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform op�:;ning and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction of
pull. Set out collection containers 25 feet apart along the transect on both sides of -
the gun cart. You should compute the average application rate for all
nonumformity, of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
'Reprinted for certification Training for Operations ofAnlmal waste Management Systems Manual

--
77
EMERGENCY ACTION PLAN
Using this outline as guidance, you should develop aspecific emergency action plan for
your waste handling system. This plan will be implemented in the event that wastes from
your operation are leaking, overflowing, or running off the site. You should NOT wait
until wastes reach surface waters or leave your property to consider that you have a
problem. You should make every effort to ensure that this does not happen. This plan
should be available to all employees at the facility, as accidents, leaks, and breaks could
happen at any time. Your plan should follow this format
f. Stop the release of wastes. Depending on the situation, this may or
may not be possible. Suggested responses to problems are listed below:
a. Lagoon overflow—possible solutions are:
add soil to berm to temporarily increase elevation of dam--any
permanent alteration of the dam should be approved by a
qualified technical specialist
Pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waterers)—hold waste in -
house if possible
call a pumping contractor
make sure no surface water is entering lagoon -
NOTE: These activities should be started when your lagoon level has exceeded the
temporary storage level.
b. Runoff from waste application field-actions include: -
immediately stop waste application
create a temporary diversion or berm to contain the waste on
the field
incorporate waste to reduce further runoff
c. Leakage from the waste distribution system:
pipes and sprinklers—actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
flush system, houses, solids separators—actions include:
stop recycle (flushing system) pump
— stop irrigation pump
-- make sure no siphon effect has been created
— separate pipes to create an air gap and stop flow
d. Leakage from base or sidewall of lagoon. Often these are seepage as
Opposed to flowing leaks-possible action*:
dig a small well or ditch to catch all seepage, put in a
submersible pump, and pump back into lagoon
if holes are caused by burrowing animals,trap or remove
animals and fill holes and compact with a clay type soil
other holes may be likewise temporarily plugged with clay soil
*Lagoon problems require the consultation of an individual
experienced in the design and installation of lagoons for permanent
repair measures.

- 1
3. 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 notes, such as employee injury,fish kills, or property
damage?.
3. Contact appropriate agencies.

Appendix A
COOPERATIVE NATURAL RESOURCES CONSERVATION SERVICE
EXTENSION SERVICE AND SOIL&WATER CONSERVATION DISTRICT EMERGENCY
UFFlCE lVlA11ACEMENT SYSTEM
CHATHAM
PO Box 278. . PO Box 308 -
Pittsboro, NC 27312 Pittsboro, INC 27312 919-542-2911
t` 919-542-8202 919-542-8240
CHEROKEE -
115 Peachtree St., Suite 103 County Office Building
Murphy, NC 28906 115 Peachtree Street 704837-7352
704-837-2917 Murphy, NC 28906
704-837-6417
CHEROKEE RESERVATION
PO Box 456 -
Cherokee, NC 28719
704-497-3521
CHOWAN
PO Box 1030
414 West Queen Street 919-482-4365
€: Edenton, NC 27932 Edenton, NC 27932-1735
:.. 919-482-8431 919-482-4127
CLAY
PO Box 156 PO Box 57
S" Hayesville, NC 28904 Hayesville, NC 28904 704-359-9640
704389-6301 704-
389-9764
�_.. CLEVELAND
130 South Post Road rood Lion Building
n Shelby,NC 28150 124-1 South Post Road 704-484-4841
704-482-4365 Shelby, NC 23152
704-482-1906
COLUMBUS
PO Box 569 County Courthouse Annex Buildin
Whiteville, NC 28472 112 West Smith Street 6 910-640-5610
910-640-6605 Whiteville, NC 2 8472-3312
910-642-2348
�. CRAVEN
300 Industrial Drive 302 Industrial Drive
New Bern, NC 2SS62 New Bern, NC 28562- 919-636-6608
919-633-1477 5434
919-637-2547
CUM➢ERLAND
PO Box 270 Charlie Rose Agri-Expo Center, Suite 910-
Fayetteville, NC 28306 229 483-3903
910-484-7156 121 East Mountain Drive
Fayetteville, NC 28306-3422
k. CURRITUCK 910-484-8939
PO Box to PO Box 69
p„ Currituck, NC 27929 919-232-2115
919-232- 919-2, 2-3 60 27939
2261 919-2323360
nam,C..or,,,,SLrte o,n.nalry
lai

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods. -
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maxi mum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action. e
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
- covers. The.vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be tj
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter ' .
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating I--the waste. ,l
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes—look for:
1 separation of joints _
2. cracks or breaks - -
3. accumulation of salts or minerals GS
4. overall condition of pipes F1
i

Lagoon surface—look for:
1 . undesirable vegetative growth
2. floating or lodged debris
Embankment—look for-
]. settlement, cracking, or"jug" holes
2. side slope stability—slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused.by strong
winds. These waves can erode the lagoon sidewalls,-thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into-a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps—check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all.surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1 . adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately followings heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give youan idea of how much.your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to.work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1 : Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before .
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining. -
4. When possible, begin loading new lagoons in the spring to maximize bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6,. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the.rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

Practice water conservation—minimize building water usage and
spillage from leaking waterers, broken pipes and wasndown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level,between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly, "
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level shouldnever be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible. '
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanentstorage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a.
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

proper lagoon sizing,
mechanical solids separation of flushed waste,
. gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed wastageand spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the.nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper-agitator impeller
pump through large-bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back.
into lagoon; allow sludge to dewater, haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any Previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag-line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content -
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil-test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
-could increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which.may lead to lagoon failures include:
Modification of the lagoon structure-an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels—high levels are a safety risk.
. - Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity—protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam'. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

Surface Water Diversion Terrace Lagoon Level Markers
Around Outer Perimeter of Lagoon Lagoon Liner
\ _ _ _ _ _ _ _ _ _ _ _ _ _ _
Y Freeboard- I foot minimum
Maximum Liquid Level 25-Year.24-Hour Storm Storage
m
o
o,
- Temporary Liquid Storage
Miriimum Liquid Level
Permoneot Liquid Treatment
Sludge Accumulation
1210 IS Years
Pig.2-1.Schematic afan anaerobic waste t"'fulcut lagoon(note that this drawing is
not to scale).

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Jurce Cause BMP'sto Minimize Odor Site Specific Practices
.Farmstead Swine pmducnon UVegetetrve toiled buffers;
Y 1 Recommended beat management
carnic
g/Good judgment and common sense
Animal body surfaces Diary manure-covered animals i Dry floors
Flom surfaces Wet manure-covered floors t4$lotted floors;
Iv�Wetarere located over slatted floors;
U Feeders at high and of solid liters;.
11 Scrape manure buildup from floors;
11 Underfloor ventilation for drying
Manure collection pits Urine Frequent manure removal by flush,pit
echarge,or scrape
Parital micorbial decomposition 11 Underfloor ventilation
Ventilation exhaust fans Volatile Bases, /Fen maintenance;
Dust yr Efficient air movement
Indoor surfaces Dust Weshdown between Breups of animals
11 Food additives;
11 Feeder covers;
11 Feed delivery downspout extenders to
feeder covers
lush tanks Agitation of rocyclatl lagoon 11 Flush tank covers
liquid whiles tanks ere filling 11 Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agnanan during wastawerer I1 Underfloor flush with undartlocr
convoytnatice ventilation
Prt mcherge points Agrtenon of recycled lagoon (1 Extend acbard lines to near return of
liquid while pits are filling its with anti-siphon vents
Lilt stations Agitation during sump tank filling I I Sump tank covers
and drawdown
Outside date collection Agitation during wastewater 11 Box covers
or junction boxes conveyance
Entl of drainpipes at lagoon Agitation during wastewater Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces VoleCile Bas emissions �raper lagoon liquid capacity
Biological mixing MI Correct lagoon startup procedures
Agitation 4rfMinimum surface area-m-voluins ratio
a Minimum agitation when pumping
- 11 Mechanical aeration
!1 Proven biological additives
Irrigation sprinkler nozzles High Pressure agitation IrriOate on dry days wiM little or no wind
Wind draft 11 Minimum recommended operation pressure
bfPump intake near lagoon liquid surface
11 Pump from second-stage (adorn
nMDc--November 11, 1996

orage tank or basin Partial microbial decomposition I) Bottom or midlevel loading
,artace Mixing while filling 1 I Tank covers
Agitation when emptying 11 Basin surface mats of solids
11 Proven biological additives or oxidants
Settling basin surface Partial micobiel decomposition I Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying 11 Remove settled solids regularly
Manor, slurry or sludge Agitation when spreading 11 Soil injection of slurry/sludges
spreader outlets Volatile gas emissions I I Wash residual manure from spreader after use
11 Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying 11 Soil Infection of slurry/sludges
or sludge on field surfaces Il Soil incorporation within 48 hours
I 1 Stood in thin uniform layers for rapid drying
I1 Proven biological additives or oxidants
Dead animals Concedes decomposition Veneerer disposition of carcasses
Dead animal disposal Carcass decomposition I)Complete covering of carcasses
in burial pits
pits I) Proper location/construction of disposal pits
mmnerators. Incomplete combustion 1)Secondary stack borders
Standing water around Improper drainage h4rade and landscape such that water drains
facilifies Microbial decomposition of way from facilities
organic matter
Manure tracked onto public Poorly maintained access roetls Farm access roatl maintenance
gads from farm access
Additional Information: Available From:
Swine Manure Management;0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge--Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU RAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assuranb Program: NPPC Manual ' NC Perk Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
.Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
.The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.� r F�,xa.,,Tnc
( downer Signature)
A.MOC—November 11, 1996

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
luc.sd systems)
FIusM1 Gutters Accumulation of solidsel Flush sysfam is designed an, operated
sufficiently to remove accumulated
�ilds from putters as designed.
Itl Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids ( Maintain lagoons, sending basins and
Pits where poet breadin8 is apparent to
minimize the crusting of solids to a depth
of no more then 5-8 inches over more than
30% of sen ere.
Excessive Vegetative Decaying vegetation Maintain vegetative control along banks of
Growth
_ lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
IDry Systems)
Leaders Fred oPfnega yf Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of Decaying wastage.
(1 Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 do,interval during winter).
Feed Storage Accumulations of food residues Reduce moisture aecumudaden within and emuntl
mediate Perimeter of faed storage areas by
insuring drainage away from site angler providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
(1 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumoleteris of animal wastea 11 Eliminate low area that trap moisture along fences
end featl wastage and other locations what. waste accumulates and
and disturbance by animals is minimal.
IJ Maintain fence rows and filter strips around animal
holding areas to minimize eccumudetions of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
AMIC—November 11, 1996

.ry Manure Handling Accumulations of animal wastes 11 Remove epillage on a routine basis le.g. 7-10 day
Systems interval during summer: 15-30 day
s interval during'
winter) where manure is loaded for land application
or disppsal.
11 Provide for adequate drainage around manure stockpiles.
(1 Inspect for and remove or break up accumulated wastes
in filter stripes around stockpilos and manure handling
areas ea needed.
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
TOM f s
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology. Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
AMIC—November 11, 1996

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) yto-ygF— t941
EMERGENCY MANAGEMENT SERVICES (EMS) cho-193-390
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 9to-wi-8939
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) glo-Y9y- S9s9
COOPERATIVE EXTENSION SERVICE (CES) 910- W8 - 7154
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wail 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 doe 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 ;;II 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 ;r:nn the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close values 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.
le. Stop irrigation pump,
C. make site no siphon occurs.
d. Stop all flows in the house, flush systems or solid separators.
e. Repair uJI leaks prior to restarting pumps.
E. Leakage morn base or sidewall of lagoon. Often this is seepage as opposed
to flowing it aks-possible action:
a. Dig a sm.:rll sump or ditch away from the embankment to catch all
seepage, pu[ in a submersible pump, and pump back to lagoon.
b. If holes �,re caused by burrowing animals, trap or remove animals and fill
holes anc cc,npact with a clay type soil.
c. Have a p,ofessional evaluate the condition of the side walls and lagoon
bottom as si,on as possible.
1

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 notes, 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 the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken,.and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS phone number -
c. Instruct EMS to contact local Health Department.
d. .Contact CES, phone number - -, local SWCD office phone number - - , and
local NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriffs Department and explain your
,problem to them and ask the 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: ULI Cd (Jrc.k 13 Kc
b. Contractors Address. 73es N G
c. Contractors Phone: 914- S5q- 380y
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: Herb G Fox Jr. P. F
b. Phone._ qi-,_ 8 -Z94o -
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.
2

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple.methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State veterinarian. "
Primary Secondary Routine Mortality
El ❑ 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 beat least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DIED under GS 15A NCAC
13B.0200,
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
❑ A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEC.
El ElIn 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). _
El
Any method which, in the professional opiniorleof 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 NPOES 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 the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be-dome 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 facility's 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.
�0 .7
� nn /-z" l
Signature of Farm ff FOwner/Ma Agee, Date
77
naturegf Technical Specialist Date