520009_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 must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 52-0009 Certificate Of Coverage Number: AWS520009
2. Facility Name: No-Name#1&2
3. Landowner's Name(same as on the Waste Management Plan): John C Howard
4. Landowner's Mailing Address: 1373 Davis Mill Rd
City: Deep Run State: NC Zip: 28525
Telephone Number: 252-568-4204 Ext, E-mail:
5. Facility's Physical Address: 1837 Guinea Town Rd
City: Kinston State: NC Zip: 28501
6. County where Facility is located: Jones
7. Farm Manager's Name(if different from Landowner): Rai.mond Otis Collier Jr
g. Farm Manager's telephone number(include area code): 252-568-4204 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): J C Howard Farms
10. Operator Name(OIC): Dann R.Grant Phone No.: 919-922-3556 OIC#: 17676
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 7,680
Operation Types:
Swine Cattle Dry Poultry Other Tvnes
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1-FRONT !lot9 7$ 8,3 19.50
2-BACK 19.50
Mail one (1) copy of the Certified' Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed b% the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]
,PNNIZU1
MAR 2 9 2019

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 are 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, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 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 landowners should sign. If Landowner is a
corporation,si ature should be
by a principal executive officer of the corporation):
Name: �-�J d"`! Z-- Title: _ .10, J`'M
Signature: Date: "� f
Name: Title:
Signature: Date:
Name: Title:
S ignature. Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:2019PermitRenewal@ncden r.gov
FORM: RENEWAL-STATE GENERAL 02/2019

ROY COOPER - .
Governor
ICHAEL S.REGAN � :,p. , 'J� LIAR 2 9 2019
stcmtdry
M
LINDACULPEPPER NpFtTHCAROONA
Director EnwonmentalQuallty
February 27,2019
John C Howard
No-Name#1&2
1373 Davis Mill Rd
Deep Run,NC 28525
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at https://deQ.nc.L ov/about/divisions/water-resources/water-Quality-reeional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure your continued coveruge under the State Non-Discharge General Permits. wu must submit an Wplication for
permit coverage to the Division. Enclosed you will find a "Reauest_for Certificate of Coverage Facilin Currenth Covered b% an
Eairine State Non-Discharge General Permit." The application form must be completed. signed and returned b�. April 3, 2019.
Please note that you must include one ill com of the Certified Animal Waste Management Plan (CAWMP) with the
corn leted and signed a lication form. A list of items included in the CAW_MP can be found on pie 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Washington Regional Office,Water Quality Regional Operations Section
Jones County Soil and Water Conservation District
AFOG Section Central Files-AWS520009
J C Howard Fanns
ti X..3-tt aY3'ra 3 sit—ertof Env r€,rtre-ta Q aa'try ( D'v s=ate of Watc4 Res€-roes
512 N_Sa axa.ay St.1 1636 Va Se,4`x::ertLr( Re e'gf,,Noah=a-o -a VeS9- eS6

Insect Cohtr,ol Che`cklistfor Animal Operations
Source Cause l3MPs to.Control:gnsects Site Specific Practices
Li Wd S s#ems
_
Flush gutters • Accumulation of solids D Flush system, is designed and:operated sufficiently
to.remove accumulated solids from gutters as
signed de
O .Remove bridging of accumulated solids at
_ discharge
Lagoons and pits Crusted solids A9 MaintainaagoOns, settling basins and pits where
pest breedrng'is.apai ent to minimize the crusting
of solids to a depth.of no more.than 6 to 8 inches
}ver more than 30percent of surface
Excessive vegetative Decaying vegetationMaintain..vegetative control.along banks of
growth lagoons and other impoundments to prevent
accumulat ion.of decaying,yeget_ative matter along
water's'edgeon impoundment's perimeter.
- Dr
Y Sys
Feeders Feed spillage I..Design,.operate;and°mainWin feed systems
( .g bunkers and.trough to minimize the
.1 accumulation:of decaying wastage
Clean up;spillage on a routine basis (e.g.,7- to 10-
day interv' I during summer; 15=to 30-day interval
- during,wntei°):
I
AMIC - November 11, 1996,page 1

Insect Control Checklist.for Animal Operations
Source Cause H-MPs4o.Control Insects Site Sj2ecific Practices
Feed storage Accumulations of feed 71 Reduce moisture.accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring.drainage is away-from site and/or providing
adequate.containment (e.g:,covered bin for
brewer's grain and similar high moisture grain
�i oducts)
R1 Inspect for and remove or break up accumulated
solids in fitter strips around.feed storage as needed _
Animal holding areas • Accumulations of animal 21 Eliminate low areas hat trap moisture along fences
wastes and feed wastage and other locations where,waste accumulates and
disturbance by anirnals is minimal
Q Maintain.fence rows.and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect.for and remove or break up
accumulated .solids as needed
Dry manure handling Accumulations of animal O. Remove spillage on a routine basis (e.g.,
systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter).where manure is loaded for
land.application or disposal
O Provide for adequate drainage around manure
stockpiles
® Inspect for and remove or break up accumulated
wastes in filter strips:around.stockpiles and manure
handling areas as needed
For more information contact:
i
Cooperative Extension Service, Department of Entomology,.Box 7613,North Carolina State University,Raleigh, NC 27695-7613.
AMIC - November 11, 1996,page 2

Swma Farm Waste Mlanagement Odor Control Checklist
Source Cause BMPs,: o Minimize Odor Site Specific Practices
Farmstead Swine production f .Vegetative or wooded buffers
.ecomnier�ded best management practices
0 Gogd judgment and common sense
Animal body Dirty manure-covered fl Dry`ffloors
surfaces animals
Floor surfaces • Wet manure-covered floors :.` ;Slotted floors
0 Waterers located over,lotted floors �s
01 Feeders at high and.of solid floors ' o F
C7 Scrape manure.buildup from floors
Ci Underfloor ventilation for drying F
Manure collection Urine Frequent manure removal by flush,pit recharge, ,
pits Partial microbial or,scrape
decomposition C�, -Underflc�oi ventilation
Ventilation exhaust Q Volatile gases Fan..maintenance
fans Dust C7 Efficient air movement
Indoor surfaces Dust Washdown betvv.een groups of animals f
Feed additives
13 Feeder covers.
Feed delivery downspout extenders to feeder
covers
Flush tanks Agitation of recycled lagoon . 'C� .Flush tank covers
liquid while tanks ai e filling: :C7 Extend fill'lineq-to near.bottom of tanks with
anti:-siphon vents
Flush alleys a Agitation during wastewater 0 Undeiflooi flush With:underfloor ventilation
conveyance
AMOC - Nnvemhe.r 11 1990,nave 1

Swine Farm Waste Management.,Odor Control Checklist
Source Cause T BM Ps to Minimize Odor Site Specific Practices
Pit recharge points • Agitation of recycled lagoon . Extend recharge lines to near bottom of pits with
liquid while pits are filling anti-siphon vents
Lift stations • Agitation during surrip tank 0 Sump tank covers
filling and drawdown
Outside drain Agitation during wastewater. M ,Box cover s
collection or junction conveyance
boxes
End of drainpipes Agitation during wastewater 0 Extend discharge point of pipes underneath
at lagoon conveyance lagoon liquid level
Lagoon surfaces Volatile gas emissions Proper lagoon;liquid-capacity
• Biological mixing Correct lagoon startup procedures
• Agitation D Minimum surface area-to-volume ratio
R(Minimum agitation when pumping
` `C) Mechanical aeration'
11 Proven biological additives
Irrigation sprinkler • High pressure agitation Irrigate on dry days with little or no wind
nozzles • Wind drift ®. Minimum recommended operating pressure
0 Pump intake.near Iagoon liquid surface
0 Pump from second-,stage lagoon
Storage tank or Partial microbial Bottom or midlevel-,loading
basin surface decomposition Q Tank-covers
• Mixing while filling .0 Basin surface mats of solids
• Agitation when 6ptying 0 Proven biological additives or oxidants
i -
i
AMOC - November 11, 1996,page 2

Swine Farm waste h�anagern Odor Control Checklist
Source .Cause BUN to Mihimize Odor Site Specific practices
Settling basin surface • Partial microbial L"1 Extend:drainpipe.outlets underneath liquid level
decomposition Cl Remove settled solids regularly
Mixing while filling
• Agitation when emptying
Manure,slurry,or • Agitation when spi-eading 0 Soil injection of slurry/sludges
sludge spreader V Volatile gas emissions :`.O Wash residual manure.from spreader after use.
outlets 0 Prowen liiological additives or oxidants
Uncovered manure, • Volatile gas emissions Whie slrruyJsludes
slurry,or sludge on drying L! Soit incorporation within 48 hours
field surfaces
0 Spread in thin uniform layers for rapid drying
0 Provenbiologicai additives or oxidants
Dead animals Carcass decomposition 0 Proper disposition of carcasses
Dead animal disposal Carcass decomposition C7 Complete covering of :carcasses in burial pits
pits
Proper location/construction of disposal pits
Incinerators Incomplete combustion O S.econd'ary stack:burners
Standing water • Improper drainage Grade and landscape such that water drains away
around facilities ° from facilities
Microbial decoinposi tort;of
organic matter
Manure tracked onto Poorly maintained.access Farm access road maintenance
public roads from roads
farm access
AMOC - November 11, 1996,pane 3

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 Flush Lagoon Treatment; EBAE 129-88 NCSU—BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU—BAE
Calibration of Manure and Wastewater Application Equipinent; EBAE Fact Sheet NCSU—BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU—Swine Extension
Environmental Assurance Program; NPPC Manual N.C. Pork Producers Assoc.
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agricultural Communications
Nuisance Concerns in Animal Manure Management; Odors and Flies; PRO1.07, 199..5 Conference Proceedings Florida Cooperative Extension
AMOC - November 11, 1996, page 4

::Unit8di •I
Sates Safi i
(?apartment of conservation 1
A9rviture 1
Service
� ,
t
OPERATOR: �g.�,
Co LC.1 E
please review the attached : lad
this plan for' your use andrecardsd specifications carefully.
You contractor it is strongly y• Retain
as 'to how , and Soil Conservation Service 9 y recommended that You,
the waste Iagoon °is to be personnel are ,n Service personnel will meet wi ' constructed, agreement
site to ex th ail concerned The Soil Conservation
under Plain 1 flags and markings, - i t is Imports s and walk
stand what i - over the
s•expectird' So -that final portant that everyone
Spec ifica'tIOri and construction meetsPlans
is involved), the fob tan be certified for pa ment and
Y (if cost-sharing
-The pad dimensions and grades are
CONTRACTOR is• RESPONSI$LE for final hla best estimate. The BUILDER or
Soil Conservation Service layout and design of the
as its ma.ior concern is the' pronnei esii assist in a limi pads. The
treatment IacoQn. P vper deli n tad capacity,
9 and the
of the waste
The actLtai amount of material required for pads and dam
estimates . The design,will attempt Possibie. If additional materialpistrequpred after cod fills from the
cuts and fiils on dose as
on the lagoon, the contractor and owner will negotiate on
location of traction is complete
borrow area. . . the pr"ce and
NOTE: 0
t:
yds.
Estimate of Excavation:
ft. _Iz7.r" cu.
�E.s,timate of Pad t; Dike: Yds.
�cu.ft, a -5/7049
Jag. cu.yds.
Ration
s
- Job class �� •�a_ 3
Dare
Oeflgned By
Design Approval
Name P -
Tha 50.1 conaerv,,,ofl
OaouUn�n1 or A4ncUlhat, ' j

/J U- A!06—% V, L
at or:RAY COLLIER County: JONES
Date: iZ/07/9
once to nearest residence (other than, owner-)
2000.0 feet
STEADY STATE LIVE WEIGHT
., 1417 Ibs. - 0 Ibs
p sows (farrow .to finish) `' 5ZZ Ibs . _ 0 tbs
0 sows (farrow to feeder- ) '' iti:� Ibs. _ , tbs
) %�
�1 head (finishing n!5� �, �:�y, IC,s . _ 0tbssews (farrow to wean) :. _ 11:3200 Its
head (wean to feeder)
>; ;0 Ibs .
TOTAL STEADY STATE LIVE WEIGHT (SSLW)
il5zorlj tbs
vINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 115ZOO Its. SSLW x Treatment VolumeTCF)/ ll . SSLIA Treatment Volume (CF)/ It=.
SSLW= 1 CF/ Ib. SSLW
Volume = 115ZOO cubic feet
STORAGE VOLUME. FOR SLUDGE ACCUMULATION
Volume =
s'3. cub i e feet a f oF„yr7.� ,��r�uEaTs w!o .s�rcd�E sfd.a'r�E
T>`.ITAL DESIGN! VOLUME
.0 feet
I ength ^1F.0 feet ; Inside toy width 1`^'-
0
Inside t�F= E,1 ,r�, 'Feet
Top of dike at elevation Side slopes� G Z.`� �. ( Inside lagoon)
Freeboard 1 .0 feet ,
Total design lagoon liquid level at elevation 50.6 feet
Bottom of IaSovrl elevation, 40.6 fee
Seasonal high water table e l evat i on 47.4 feet
T;.to l design volume using pr i smo i da l formula
SS/ENDI SS/ENDZ SS/SIDEI SS/SIDEZ LE MG-T H iWF� .=' 11 Tt,
2
AREA OF TOP
LENGTH * WIDTH = 26Z50.0 OF TOP)
:1 I"s9.9i 12E_.Qs (AREA
AREA OF BOTTOM
LENGTH * WIDTH = i. -
160.0 75.0 1�i:t•ff�.s%s (AREA ,,-•�r BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH *
1SE.�3 is���.� 7'4C�l:�43.ii (AREA OFMIDSEGTII�N * 4)
GU. FT. = [AREA TOP + ( *AREA M [DSEC:TIONi) + AREA BOTTOM? * DEPTHM.
!BOO& 1 .7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 1S7r491 CU. FT.

ZM
PORARY STORAGE REQUIRED
DRA T NAGE AREA
Lagoon (tOP Of dike)
Length * Width
215.0 130-0 2T95J.0 square feet
BuI Idin9s ( roof and lot waiver?
Length * Width
f. *0 square feat
TOTAL DA 27 50.0 square feet
Design teMPOr-ar-Y storage Period to be
3A. Volume of waste 180 days
ced
API;'rox i rnat a da i 1 ,.
Y product i inn Of manure i n aG�/LL--'
va I urrse = 11��� s�¢ L b s SSLW R-i-00131.5
Volume — ZIC"-1•-•� S � {;:F of lAlasto/Lb./Day �
-••� Cubic feet ee
to- s, days
F", Vex I u-rte c,f wash water
This is the arnount O
Of fresh f fresh wa.ter used f1r way
3-� water used fray a flush s s ..h, i n;
"hie lagoon waiver arp Ystern. Flue � f l f,or-s t,r- vol urn
a.cc,_,ur,ted for in SA, h sYstern5 t;,at r-ec i r-c�1
Volume =
La I I ins/=da
Y #�
Vo l urns+ _ 0.0 days s t,-'r'a3?/T.4�' gal Ions
cute i c feet
�C" ►!rj f urne of rainfall per- �.1=
in excess Of evaporation
Use F=er i Od of t l rfrC w17Qr, ra i nfa I I eY.t reds ey
fur days; e••L M ap or-3t i on by largest arn„Lar,;,
ess r-« infal I _
Volume = T„ft ! riches
in * DA / 12 it
�thaes per foot
VOIurne = 16-304,2 cubit feet

. .
IF .
ear - '-4 hu�r at0rm
Vo I}��\ Ume »f �5 y �oo� *
= 7 .5 inches \ oches per
Vo \ uIe
Vo \ ume = 17468.6, cubic feet
T6Tm-
�FOUIRED TEMPORARY STORAGE
'-__
28133 cub \ c feet
5A^ 0 cub \ c feet
5B^ 16304 cub \ c et
5C^ 1746q cub \ c feet
5D .
61�05 cub\ c feet
TOTAL-
SUMMARY 1T�10� cubic Peet '
Total required vo \ ume
o \ um� ava \ \ ~ 1ST�83 cub \ c f ea
Tota \ das \ gp � ccumu\ at \ on 11�5200 cu
tre�tment vo \ ume Plus s \ udSe � im�}
M\ n' r��^ 11�j646 cub \ � feet ( end PumP
47 6 feet ; Vo\ unxe \ s
-` At e \ e�^ ~ 16961-� cub ! ,-- feet
Tota\ des \ gn vo \ ume \ ess �5yr-24hr storm \ g f et ( st�r� pumc \ o� �
49 9 fee� � Vo \ ume � s 169116 cub \ � e
At e \ e» ~ ^ t
.
4T 4 f ee
Seasona\ h � �h w�ter tab \ e e � e�ation
App�OYED By:
DESIGNED BY *v ^ /^ /y
DATE: 4~
DATE:
^~.
NOTE� SEE ATTACHE-0 k4ASTE UTIL1ZATIUN PLAN

S f
I
I
,tea SHEET 1 OF 2
l� OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage .for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe (s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at anytime between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
aw runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage- to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed_ This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 49 . 9 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 47.6 . This temporary
storage, less 25 yr- 24 hr storm, contains 44436. 8 cubic feet or
332387.2 gallons.

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

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans . Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill . The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE -LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.6 ft.
-------------------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

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

SEEDING-SPECIFICATIONS
AREA TO BE SEEDED: 1.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
90. 0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
45. 0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0:0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO DUNE 15
12 .0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
15.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY I. TO MARCH 30
0. 0 LBS. RYE GRASS AT 40 LBS ./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1500. 0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
3 .0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
150.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
I. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS, WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
r'

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Department of Agriculture NC-ENG-34
r ail Conservation Service , . ... September 1980
~ : a File Code: 210
K7 HAZARD CLASSIFICATION CATION DATA SHEET._ R DAMS.
-
ti FOR.
Landowner
'
Community or Group No. ConservationMan No.
Estimated Depth of Dater to Top of dam en h"of F1,00d Pool ; is Ft.
Date of Field Hazard Investigation ,:r'�i-: a '"'r• " .
Evaluation by reach of flood plain, downstream to thq.:po-int of,_estimated minor effect
from sudden . dam failure. T
Est. Elev. iFst. TTevation
Kind of ._:Improvements: ' of Breach
Reach: Length: Width: Slope: Land ,Use,.•: Improvements:,,:: - Above " :Floodwater Abov
,'Flood Plain: 'Flood Plain
Ft. Ft � •Ft.
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breack:k�_ r,
G 4 i
ti {
dwCFO ;;z /�CCE/srri8/E /A`�^
Hazard Classification of Dam a b, c) (see NEM-Part 52Q.21
`BUbClassification 011, I1I, IV, V)
Sy nam e Date g
t7 le
s
Concurred By Date
name title
NOTE: 1. Instructions on reverse side. '
2• Attach additional sheets as needed.

r #Y
INSTRUCTIONS
All dams built with c: from the -Conservation Conservation Service
must have a hazard classification assigned by the person responsible for
approving the design. Most farm ponds, except in borderline cases , can
be classified after a complete field investigation without assuming failure
and making breach studies. This data sheet is to be used for recording
the information obtained through field studies and for documenting the
hazard classification. Where there is a possibility for loss 'of life or
major property damage from a dam failure, an approved breach routing
procedure is to be used. {Consult-with the, area engineer.) '
Hazard classifications of- dams are made by 'evaluating."the possibility
for loss of life and the extent of damage that would result'if the dam
should suddenly breach--that is--a section of the dam be suddenly and
completely washed out. It is to_ be assumed that a wall of water will be _
released equal to the height of the dam. This flood "wave will be reduced
in height as it moves down the flood plain. The wave"height'-(depth of
flooding) should be evaluated for a sufficient distance downstream until
the estimated flood level will not cause significant'damage =to `improvements,
such as homes, buildings, roads, utilities, reservoirs, etc: The breach
flood level will be reduced depending on the valley storage; slope, and
openess of the flood plain; however, in-a narrow steep .valley slopes
steeper than 10% should be given special consideration. One method of
evaluation is to compare available valley storage J under flood conditions)
to impoundment storage (figured to the top of the dam) for each reach
evaluated with a judgment estimate made of the flood •wave height at all
critical points downstream,
Should there be any questions about the hazard classification for a dam,
the area engineer should be consulted before making`design: commitments.
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DATE COUNTY—
S. -
s SHEET NO. WORK
WOODUND—ACRES TOTAL—ACRES WORK UNIT CONSERVAT10i4IST
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BORING NUMBERAND PROFILE
lCandnated on back whery necessam) Show water fabla elevations art dam-sile bafings.
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NV Nrinc +•• E
Operator:RAY COLLIER County: JONES Date: 11/22/95
Distance to nearest residence (other than owner) : 4400 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs . - 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
3840 head (wean to feeder) x 30 lbs . = 115200 lbs
Describe other 0 lbs
Total Average Live Weight = 115200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 115200 lbs. ALW x Treatment Volume (CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 1.15200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 217.0"
Inside top width (feet) ----------------------- 137.0 "
Top of dike elevation (feet) ----------------- 51.6�
Bottom of lagoon elevation (feet) ------------ 40.6/
Freeboard (feet) - 1. 0
Side slopes (inside lagoon) ------------------ 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 . 0 211.0 131.0 10.0
AREA OF TOP
LENGTH * WIDTH =
211.0 131.0 27641 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
151.0 71.0 10721 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH. * 4
181. 0 101. 0 73124 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
27641.0 73124 . 0 10721.0 1.7
Total Designed Volume Available = 185810 CU. F1

I co HOWARD FARMSt INC.JtL Jr Box 3=
�
1919)3 D4 FAX..(919) 134.
lV C) �
OPERATOR:
Please review.the -attached plan and specifications carefully.
Retain this plan for your use and records. It is strongly
recommended that you, your cohtractor, and Soil Conservation
Service personnel are in agreement as to how the waste lagoon
is to be constructed. A representative of J.G. Howard Farms,
Inc. will meet with all--concerned parties and walk over the
site, to explain all flags and markings. It is important that
everyone understand what is expected so that final contraction
meets plans and and specifications and the job can be certified
for payment (if cost-sharing is involved)
The paid dimensions and grades are the best estimate. The
BUILDER or- CONTRACTOR is RESPONSIBLE for final' layout of the
pads. JX. Howard Farms, Inc. will assist in a limited capacity.
The actual amount of material required for pads and dam may
vary from the estimates. The design will attempt to balance
cuts and fills, as close as possible. If additional material
is required after construction is complete on the lagoon, the
contractor and owner will negotiate on the price and location
of borrow area.
NOTE: Design Requirement: /B 4 .970 cu.f t. a cu•yds.
Estimate of Excavation: cu.ft. _ 6' cu.yds.
Estimate of Pad & Dike: cu.ft. _ 4LF60 cu.yds.
�•�� Ration
Job Class:
Date
Designed By:
Name
Design Approval: 6�9 Q - 46
Name
Date

)erator:RAY COLLIER County: Jones Date: 10/05/95
.stance to nearest residence (other than owner) : 4400 .0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs . = 0 lbs
0 sows (farrow to feeder) x 522 lbs . = 0 lbs
0 head (finishing only) x 136 lbs . - 0 lbs
0 sows (farrow. to wean) x 433 lbs . _ 0 lbs
3840 head (wean to feeder) x 30 lbs . = 115200 lbs
Describe other ------------------------------------ 0
------------------------------------
Total Average Live Weight = 115200 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 115200 lbs . ALW x Treatment Volume(CF)/lb . ALW
Treatment Volume(CF)/lb . ALW = 1 CF/lb . ALW
Volume = 115200 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 .0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 210 .0
Inside top width (feet)---------------------- 170 .0
Top of dike elevation (feet)------------------ 55.0
Bottom of lagoon elevation (feet)------------ 45 .0
Freeboard (feet)------------------------- ----- 1 .0
Side slopes (inside lagoon)------------------ 3 .0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 aS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3 .0 3.0 3.0 204 .0 164 .0 9 .0
AREA OF TOP
LENGTH * WIDTH =
204.0 164 .0 33456 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
150 .0 110 .0 16500 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
177 .0 137 .0 96996 (AREA OF MIDSECTION * 4)
CU. FT . = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMS * DEPTH/6
33456 .0 96996 .0 16500 .0 1 .5

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
210 .0 170 .0 35700 .0 square feet
Buildings {roof and lot water)
0 .0 square feet Describe this area.
TOTAL DA 35700 .0 ;square feet
Design temporary storage period to be 180 days .
5A. Volume of waste produced
AWN Feces & urine production in gal./day per ,135 lb . ALW 1 .37
Volume= 115200 lbs. ALW/135 lbs . ALW * 1.37 gal/day 180 days
Volume. = 210432 gals . or 28132 .6 cubic feet
5B. Volume of gash 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 storage/7.48 gallons
Volume = 0 .0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation -by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7 .0 in * DA / 12 inches per foot
Volume = 20825.0 cubic feet

Volume of 25 year - 24 hour storm
Volume = 7 .5 inches / 12 inches per foot * DA
Volume = 22312.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A . 28133 cubic feet
5B, 0 cubic feet
5C . 20825 cubic feet
5D . 22313 cubic feet
TOTAL 71270 cubic feet
i
5IJMMARY
Temporary storage period=====___==_===__=_==> 180 days
Rainfall in excess of evaporation==--- ----_> 7.0 inches ;
25 year - 24 hour rainfall=====�_____-----==> 7.5 inches
1 .0 feet
Side > 3.0
Inside tag length=r ______________ ____> 210 .0 feet
Inside top width===-=--_- ________________> 170 .0 feet
Top of dike elevation_______________________> 55 .0 feet
Bottom of lagoon elevation=====_ _=_____=> 45.0 feet
Total required volume-====______=________-__- > 186470 cu. f t.
- ----------- �> 220428
Actual design volume== �-------------=� cu. f t.
Seasonal high watertable elevation (SHWT)___> 50 .5 feet ;
Stop pumping e1ev.===_______________________> 51 .5 feet
Must be > or = to the SHWT-elev.__________> 50 .5 feet
Must be > or = to min. req. treatment el .=> 51 .0 feet
Required minimum treatment volume=====___=__> 115200 cu. ft.
Volume at stop pumping elevation-====______=> 143501 cu. ft.
Start pumping elev. ________________________> 53 .3 feet
Must be at bottom of-fiee24alydd .& 25 rainy. rainfall
198116 cu. ft.
Actual volume legs 25 Yr. --> 19754fi cu, f t.
Volume at start pumping elevation===== .-_= ft.
Required volume to be pumped========== -____> 48958 cu.
Actual volume planned to be pumped====-_^--_> . 54046 cu. ft .
Min. thickness of soil liner when required==> 1 .5 feet
DESIGNED BY ' APPROVED BY:
DATE: !�a°�P,� DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN i
COMMENTS:----------------------------------------------------
------------------------------------------------------------

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SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
Thhis lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider an an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually,. the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors . Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3 . Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 53.3 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 51.5 . This temporary
storage, less 25 yr- 24 hr storm, contains 48957.6 cubic feet or
366203 gallons.

o�
-1
SHEET 2 OF 2
4 . The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0 . 3
inch per hour. Refer to the waste utilization plan for further details,
5 . Keep vegetation on the embankment and areas adjacent to the .
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
G . Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7 . All surface runoff is to be diverted from the lagoon to stable
outlets.
8 . Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches . Do not pump within 200 feet of a
residence or within 100 feet of a well . Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States . The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

erator:J.C. HOWARD FARMS County: JONES Date: (:31:2/:l:/D95
.jistance to nearest residence (other than owner) : 4400 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. - 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
3840 head (wean to feeder) x 30 lbs. = 115200 lbs
Describe other : 0 lbs
Tota_ Average Live wezg t = 115200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 115200 lbs. ALW x Treatment Volume (CF) /lb. ALW
Treatment Volume (CF) /lb. ALW = 1 CF/lb. ALW
Volume = 115200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 215 . 0
)
Inside top width (feet --------------------- 195 . 0✓
Top of dike elevation (feet) ----------------- 55. 0--
Bottom of lagoon elevation- (feet) ------------• 46. 0 ,,-
Freeboard (feet) - 1 . 0
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDEI SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 .0 3 .0 209.0 189. 0 8 . 0
.AREA OF TOP
LENGTH * WIDTH
209 .0 189. 0 .39501 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH
161.0 141.0 22701 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH, * WIDTH * 4
185 .0 165 .0 122100 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
39501.0 122100 . 0 22701 .0 1.3
Total Designed Volume Available = 245736 CU. F

1
�i. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
215.0 195.0 41925 .0 square feet
Buildings (roof and lot watery
0.0 square feet Describe this area.
TOTAL DA 41925.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 115200 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume 210432 gals. or 28132 .6 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 or excess water. Flush systems
that recirculate the lagoon water are accounted for in SA.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallon
per CF
Volume = 0 .0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall -- 11. 8 inches
Volume = 11.8 inches * DA / 12 inches per foot
Volume = 41226.3 cubic feet
�D. Volume of 25 year -- 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 26203 .1 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 28133 cubic feet
5B. 0 cubic feet
5C. 41226 cubic feet
5D. 26203 cubic feet
TOTAL 95562 cubic feet

`6. SUMMARY
AW
l" Temporary storage period======_=============> 180 days
i Rainfall n excess of evaporation===========> 11.8 inches
25 year - 24 hour rainfall=====--===========> 7.5 inches
Freeboard===================================> 1. 0 feet
Side slopes-==_=___________________------__--_> 3 . 0 1
Inside top length ==================== ==> 215 . 0 feet
Inside top width=====______________ => 195 .0 feet
Top of dike elevation=======================> 55. 0 feet
Bottom of lagoon elevation============== ==> 46 .0 feet
Total required volume=======================> 210762 cu. ft. /
Actual design volume========================> 245736 cu. €t.✓
Seasonal high watertable elevation (SHWT) ===> 50.5 feet
Stop pumping elev.______ _________________> 51.3 feet
Must be > or = to the SR1WT elev.-__-______> 50 . 5 feet
Must be > or = to min. req. treatment el.=> 52 . 0 feet
Required minimum treatment volume===========> IIS200 cu. ft.
Volume at stop pumping elevation—========> 147551 cu. ft.
Start pumping elev._________________________> 53 .3 feet
Must be at bottom of freeboard & 25 yr. ^rainfall
Actual volume less 25 yr - 24 hr rainfall===> 219533 cu. ft.
Volume at start pumping elevation===========> 218666 cu. ft.
Required volume to be pumped========--------> 69359 cu. ft.
Actual volume .to be pumped========--===_=__=> 71115 cu. €t.
Min. thickness of soil liner when required==> 1.3 feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
C
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
F

t SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
--------------------•--------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris . The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-------------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans . Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material . To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
r to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations . Construction of fill heights shall include 5 percent for
settlement . Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft .
-------------------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION_ A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

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

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1. 5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
90 . 0 LBS . FESCUE GRASS AT 60 LES. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES : SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
45 . 0 LBS . RYE GRAIN AT 30 LBS . /ACRE (NURSERY FOR FESCUE)
0 . 0 LBS . ` PENSACOLA" BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO TUNE 15
12 . 0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS . /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
15 .0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS . /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0 . 0 LBS . RYE GRASS AT 40 LBS . /ACRE (TEMPORARY VEGETATION)
SEEDING DATES : DECEMBER 1 TO MARCH 30
LBS .
APPLY THE FOLLOWING:
1500 . 0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
3 . 0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
150 . 0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
I. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS . WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS . /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Nutrient Management Plan For Animal Waste 46'aizati®n
09-19-2016
This plan has been prepared for: This plain has been developed by-
No-Name Farm FN 52-09 Ronnie G:: Kennedy Jr.
John Curri72 Howard Agringent Services, Inc.
1.3.73 Davis Mill Road. PO Box-1.096
_Deej�Run., NC 28525 Beulaville, NC 28518
252-568-4.204::: 252-5 68-2G48:
ev Loper Sian ature .
'I'3'Pe of Plane Nitro enn Aly With man•>�nlre Oniv
O ne /l a-i /Pi-®d�e�r,
I:(vve) tnderstatnd-aid agree t�'the spec.ea nanas: nxd tlae opt atnon'annd anr�teaaanee
K: -oceda a esf�blYs ed l >E nIs x antra t a ge ent plla lnx l� ae e�des, nn niinnal
waste antnlnzati®� ply ®� �e firm�a 'ed � oye, ne��: �da fie
Re
qa retl Pee af�c�a inns. onnce� crag �&waste hiA. koeinefit thAfare i.�nel»ded math
Signa ttre:(owr�er)' Date
signature(�nanager'0.r..produ 6e .).- .:'..•.`. :...,..; 1?ate.
This plan meetsi the minimum standards and speeffications of the U.S. Department of
Agriculture=Nat"ral Resources Cornservati®n, ervic' or tl�e standardof Oractices
adopted by the Soil and Water C'onservatioEn Commission.
Plan Approved By: � �If Ilk
Tec ical Specialist Signature ate
959251 Database Version 4.1 Date Printed: 09-19-2016 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included.in this plan.
S5 Swine Nursery Lagoon Liquid waste generated 1,466,880 gals/year by a 7,680 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated.Pounds of Plant Available Nitrogen Generated per Year
Broadcast 2644
Incorporated . 3173
Injected 3173
Irrigated 2644
Max. Avail. Actual PAN PAN Surplus/ I Actual Volume Volume Surplus/
PAN(lbs) * Applied Obs) Deficit(Ibs) Applied(Gallons) Deficit(Gallons)
Year 1 2,644 11253 -8,609 4,666,594 -3,199,714
Year 2 2,644 11908 -%264 4,810,117 -3,343,237
Note: In source ID, S means standard source,U means user defined source.
* Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
959251 Database Version 4.1 Date Printed: 09-19-2016 Source Page 1 of 1

Narrative
This waste plan is a revision of the waste utilization plan created by Robert Adams on 9/3/01. This plan
has been revised to remove cotton from the rotation for a corn/wheat/soybean rotation. The historical
rates and windows from the previous plan was used as a basis in the creation of this waste utilization
plan. The NO NAME Farm plans to have A PORTION OF his cropland split and rotated in accordance
with the.rotations established by this plan The.NO NAME FARM may utilize a.millet crop planted
after corn if the following schedule is followed:
.Example
Planting date.for`Millet.=Sept t,
Number of growing weeks=6
Total growing weeks=20
6/20=0.30
0.30 * 100=30%
Write plan amendment for 30%of total PAN for Millet.
The application window for millet ends Oct 15th and the base agronomic rate will be 164 lbs for Gritfton
which egt�as49 abs:of N per acre with a planting date of Sept 1 and the base agronomic rate for Onslow .
will be 226..which equals 67 pounds T. per acre with;a planting date.of Sept
4
per dtseuss nns with ma�aagetTteut and..regionY lab otiomist Bob Edwards:the pari.amouizt for
Millet Lindor d Oreviot�s:scenarro will ba �O,poimds.:nit nls reyi�slon�s`fgr year
only GIC$f2$/03.
9/19/OS I'er-.tll�s nienlo �t is permisible.foa the.Owners of NO NameFattnto convert the Coastal
BermudalSmall Gram Overseedn flits plan to a Coin/Wheat:Soybean Rotation I lets change can be
done'because of the surpl>is of defctt iti this plan The agroiiotrite.rates aiid appl cattot .vvtndows forfl e
crops will be the same as.the surrounding existing cropland as the soil types are tdetittcal
The NO NAME pARM plans tc apply-iris waste tti aceotdalice wttl hts s ectfic waste ai alys7s ilot t.
exceed agronomic or hydiaulte l.oadiligs,of craps or sods
b/6107 plan,was revised to convert all`hayland.tO Wheat/Soybean rotatioa '
Dire to the large nitrogen deficit on this farm it is permissible fora small grain over-seed to be planted
after soybeans on any and all cropland in this waste mgt plan. The nitrogen rate for this over-seed cover
will be 25 pounds per acre and should have an application window of 9/1 -3/31. This pan must be taken
off the following crop if the over-seed crop is incorporated in the soil. In addition appendix 1.1a is
incorporated in this plan as the most up to date application windows for the crops.
9/19/2016 added F2A it was left out.
959251 Database Version 4.1 Date Printed: 09-19-2016 Narrative Page 1 of 1

Th4 etable shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yi eH estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
whae available.
Planned Crops Summary
Total :Useable Leaching
Tact Field Acres Acres Index(LI;) Soil Series Crop Sequence RYE_, .
�E =
32 4, . 2:80 2.801 NIA Onslow Wheat,Grain
.*55 bu..
Saybearis Manured-,Full Season *.34 bu.
0
Corn;.Grain 1.15 bu.g
gi7$ 3 8.2-2 6.20 N/A Griffon
Corn,Graiii. *I 10 bu.
Wheat,Grain 45 bu.
Soybeans,Double Crop *34 bu.
Corn,Grain 110 bu.
8i78 F2A 8.82 6.44 N/A Grifton
Wheat,Grain 45 bu.
Soybeans,Manured,Double Crop 34 bu.
8i78 New,_ 3,26 2.44 NIf� Grif'o
Wheat;Gratn
45 bu
Soybeans Manured Full Season 40 bu
' C orn Grain 1 I'0 bu
8.17R. 'New.2 13S.00 2917 N/A Gn on
Grain
Saybearis Double Crop .' *34bu
8S7$ 45 bu
Newt 8 O9 •; 6:25 1�lhA . Griffon
Wheat;;Gra�n
Soybearis,'lylariured >jull,Season 40 bu
8i78 Pl 310 :310 N/A G_rifton.
Corn Guam i1.0 bu
Wheat;Grain .: 45 bu
Soybeans Double Crop34 bu
8578 P2 2:60 2;60 N/A Griftoi�
777
Cnrn.Grain i 1:10 bu ..
Wheat;Gia�n` *45 bu.,
Soybeans,Double Cfop 34 bu
8578 P3 2.80 2.80 N/A Griffon
Corn,Grain 110 bu.
Wheat,Grain 45 bu.
Soybeans,Double Crop 110 bu.
8578 P4 3.10 3.10 N/A Grifton
Corn,Grain 10 bu.
Wheat,Grain 45 bu.
Soybeans,Double Crop *34 bu.
PLAN TOTALS: 177.70 64.91
959251 Database Version 4.1 Date Printed 9/19/2016 PCs Page I of 2
NOTE: Symbol* means user entered data.

ll Potential Leaching Technical Guidance
Low potential to contribute to soluble None
<2 nutrient leaching below the root zone.
-2& Moderate potential to contribute to Nutrient Management(590)should be planned.
soluble nutrient leaching below the root
<=10 zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
�10 considered..Examples are Cover Crops.(3.40)to scavenge nutrients,Sod-Based.Rotations
(328),.L ong-Tern No-Till.(778),and edge-of-field practices such as Filter Strips(393).and
Riparian Forest,Buffers(391).
959251 Database Version 4.1 Date Printed 9/19/2016 PCs Page 2 of 2
NOTE: Symbol *means user entered data.

The Wane Utilization table shown below summarizes the'Waste utllrzatlon pr..:: dal thls operation. This plan proyides.an estimate of the number res of
cropland needed to use the nutrients being produce e"A jfie pla 'realistic yields of the crops to be gl:own' their nutrient requirements,
and proper tinting of applications to maximize nutrient uptake
This table provides an estimate of the amount,of nitrogen°iequtred.by the cTbp-being;growil and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and reslduai:from previous ci'00. An estimate of.the.quantity of solid and 11g6id waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each:source 1s Viso:included A balance of the total manure produded a11d the:total manure applied is
included in the fable to ensure that the plan adequately ploui.des for the Iztihzataoi� of the maliure generated by the operation.
Waste Utilization Table Xeai
NihrWrr Cannt. Res. Manure' Liquid Solid Liquid Solid
PA Fert. (1bslA) PA. ManureA Manure Manure Manure
Nutrient Nutrient Nutrient.. pplied Applied Applied Applied
Reqd Applied Applied: .,(acre) (acre) (Field) (Field)
(ibs/A) (lbs/A) (lbs­.J. /A)
Applic.
Source Total Use, AppGc; 1000
Tract Field ID Soil Series Acres Acres cxo RYE. ] Period N N N Method N al/A Tons 1000 gals tons
2_'_ 4 SS Onslow 2.50 2.SU Wheat,Gram ; *S bu `9/1-4/30 *132 0 0, Irrig. G6 2G.35 0.00 73.77 0.00
232 J4 SS Onslovv 2.30 2:50 Soybeans Maitirred fullSuaeon "3 'bu 4/1`9/15 *136 0 0 hTig:' 136, 54.29 0.00 152.02 0.00
S578 3 Si Griffon 3.22 6.20 COni;,Gram 110 btu l*2/15-7/15 *13S 0 20 Irrig:. l is 47.13 0.00 292.23 0.00
S57S 3 S5 Grifton 8.22 6.20 Wheat,Gram 45:bu *9/1.-4/30 *103 0 0 Iitig; 54 21.57 0.00 133.73 0.00
8578 F2A S5 Grifton 8.82 6.44 Cot»;Gram 110.bu *2(15-7/15 *138 0 20 Irrig: _ i 18 65.46 0.00 421.55 0.00
8578 F2A SS Grifton 3.32 6.44 Wheat;Grout 45:!bu *9/1.4/30 *108 0 0 Irrig. 54 29.96 0.00 193.05 0.00
5578 New S5 Grifton 3.26 2.44 Wlteat,Gram 45bu *9/1-4/30 87 0 0 brig. 37 34.75 0.00 84.79 0.00
3575 New S5 Grifton 3.26 2:44 Soybeans Ivlaitin�d Pi,.I 40:bu 4(1 9/15 155 0 0 brig. 155 61.91 0.00 151.07 0.00
5578 New 2 SS Grifton 135.00 29.17 Corn;Giatn 119 0 ?0 Irrig. y9 39.55 0.00 1,153.52 0.00
5573 New 2 S5 GrilRon 135.00 29.17 Wfieat Grain *4�bu *9/1-4/30 *108 0 0 Irrig. ;r1 z 1.57 0.00 G29.19 0.00
8573 New SS Grifton 8.00 G2S Wfiea# Gram 45 bu *9/1=4/30 37 0 *0, Irrig: 97 34.75 0.00 217.34 0.00
3573 Newl SS Grifton SAO 6.25 Soybeans Nlanured FrillS�ason`' 40bu 4/1-9/15 155 0 0 Irrig. 155 61.91 0.00 337.21 0.00
5578 P1 SS Grifton 3.10 3.10 Corri,Gran. F10 bti. *2G15-7/15 *138 0 26.
Irrig.. l 13 47.S I 0.00 146.U3 0.00
8573 Pl S5 Grifton 3.10 3.10 Wheat Grain 4:5 bu *9/1-4/30 *54 0 0 Itrig, 4 2L56 0.00 66.83 0.00
3573 P2 SS Grifton 2.60 2 60 Conr;Gram *.110 bu °2/15-7/15 119 0 20 Irrig. yG 39.55 0.00 102.82 0.00
M5 bu *9[1-4/30 *103 0 0 Irrig.. SFi 21.56 0.00 56.05 0.00
3573 P2 SS Grifton 2.60 2 60 Wheat Grain 1
WUT Page 1 of 4
959251 Database Version 4.1 Date Printed 9/l9/20°16

Waste Util an Table `:eat X.;
it] en Comm. Res,. Manure. Liquid Solid Li",._. Solid
PA Feit. (lbs/A) PA. , ManureA Manure Manure Manure
Nutrient Nutrient Nutnont pplicd Applied Applied Applictl
Req'd Applied Applied (acre) (acre) (Field) (L'teld)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic.. 1000
Tract Field ID Soil Series Acres Acres. Cro} RYE Period N N N Method gallA Tons 1000 gals tons
8578 y P3 SS Griffon 2.80 2.80 Cotii,:Gram 110bu �2i15-7/15 *138 0 20 Irrij.. 113 -47.11 0.00 13L90 0.00
7.
3575 P3 SS Grifton 2.30 2.50 heat; rrni 4S:bu . *9/1-4/30 *108 0 0 lcrig..' 54 21.56 0.00 60.36 0.00
857g P4 S5 Griffon 3.10 3.10 Corn Gram 11b"btt' 's2/15-7/15 *138 0 20 1.1171 11.8 47.11 0.00 146.03 0.00
3578 P4 SS Griffon 3.10 3.10�4lieat,.Gr�tn 45.Gu '*911-4/30 *l08 0 0 Irrig. 54 21.56 0.00 G6.83 0.00
"Total Applied,1000 gallons 4,666.59
Total Produced,1000 gallons 1,466.88
Balance,1000 gallons -3,L99.71
Total Applied,tons D.00
Total Produced,tons , 0.00
Balance,tons 0 OD'
Notes: l. In the tract column,- symbol means leased;otherwiS�,owned �,' Syml-ol means user entered data.
WUT Page 2 of 4
959251 Database Version 4.1 Date Printed :9/19/2Q,16

Waste Util, •)n Table at 2
manure Li uld Solid 1 it Solid
itrogen Comm. Res- q 1
PA Fert. (lbslA) PA NlaxlreA Nlnnurz Manur` Manure
l�lutriant T4,.t.4-t lJulnont 045t. I Aaul A „I�-I A�+ ):-4
Req'd Applied Applied (acre) (tzere) 1field) (Field]
(lbs/A) (lbs/A) 1lIssJA]
Appfic. - Ahpllc. 1000
Source Total Use. Crop RYE Period N N N maltod ti gal1A Tons 1000 gals tons
Tract Field 1D Soil Series Acres Acres
232 4 SS Onslovv 2.80 2.80 Wheat:Grvn *SS.bu, -*9/•1-4/30 *132 0 i} irria. Ii6 2G.35 0.00 73.77 0.00
232 4 SS Onslo�.v 2.80 2.30 COnr;C aln l IS,bu '2'/15 7/15 *144 0 20 Irrig-
1'4 49.50 Q.00 13$:50 0.00
3575 3 SS Griffon 8.22 6.20 Wheat,.Grm 45 a *9/1-4/30 *108 0 U Irrig. SA, 21.57 0.00 133.73 0.00
3575 3 SS Griffon 8.22 6.20 Soybeans Double Crop' *3:4bt 411W.
=9/15 *136 0 0 Irrig. M 54.32 0.00 336.81 0.00
8578 F2A SS Griffon 3.82 6.44 Wheat;Crtaln 4.'tu *9/.1-4/30 *108 0 o 111ig. 54 29.96 0.00 193.05 0.00
8578 F2A S5 Grifton 8.82 6.44 Soybeans M4hured,Vduble Crop:: 34 bu 4L1-9/15 *136 0 Il Irrig. 0 0.00 0.00 0.00 0.00
8578 New S5 Grifton 3.26 2.44 Wheat,Glain .' 45 bti : *99-4/30 87 0 x0 Irrlg. 87 34.75 0.00 84.79 0.00
8578 New SS Grifton 3.2G 2.44 Soybeans Maiiirreo Fti11 Season '40'bu1.'. 4/1-9/I5 155 0 0. brig. I55 61.91 0.00 151.07 0.00
8578 New'2 SS Griffon 135.00 29.17 Wlrea€ Glaui ;'; *45 bu911-4/30 *108 0 0 IIYig. 54 21.57 0.00 629.19 0.00
8575 New 2 SS Grifton 1.35.00 29:17 Soybeatrs,.Dauble Crop *.34 liu, 4/I,-9/15 *l36 0 0 brig. 136 54.32 0.00 1,534.63 0.00
3573 Newl SS Grifton 8.00 6:25 Wheat Gram 45bu 9/1-4/30 37 0 0 lnig 8.7 34.75 0.00 217.34 0.00
8578 Nevvl S5 Grifton 8.00 6.25 Soybeans MaA ed .uII.Seaspn 40 bu.: 411-9/15 155 0 0 [Frig. 155 61.91 0.00 387.21 0.00
8575 PI S5 Grifton 3.10 3.10 Wheat Grain. 45bn 9/1-4/30 *54 0 0 brig 54 21.56 0.00 66.53 0.00
--::
857S P1 S5 Grifton 3.10 3.10SoyUeans 13oubleCtol : *34bu. 4/1-9/15 *136 0 0 _Irrig. 136 54.29 0.00 168.30 0.00
8578 P2 SS Grifton 2.60 2.60'Wheat Grain, �4S bu 911.4l30 *103 0 U brig 54 21.56 0.00 56.05 0.00
3573 P2 SS Grifton 2.60 2 60 S:oybeane'Double Crop 34 bu �411-9/15 *l36 0 0 Irrig 136 54.32 0.00 141.24 0.00
SS73 P3 SS Tifton 2.30 2 80 Wheat Graud : 45 bu .90-4/30 *108 0 0 Irrig. 54 21.56 0.00 60.36 0.00
3573 P3 SS Grifton 2.80 2 80 Soybeans,.Double Crop: *34 bu. .4/1-9/15 *136 0 0 Irrig. 136 54.29 0.00 iS2.02 0.00
8578 P4 SS Grifton 3.10 3 10 Wheat_ ran 45 bu �9/1 4130 *108 0 0 Img. 54 21.56 0.00 66.83 0.00
8575 P4 SS Grifton 3.10 .3.10 Soybeans.Double Crop *34 bu.' .4/1-9/15 *136 0 0 brig. 136 54.29::0.00 �168.300JO
959251 Database Version 4.1 Date Pfmtect'.:9/19/2Q;16 WUT Page 3 of 4

Waste Util m Table d iear:2
Nitrogen Comm. Res: Manure Liquid Solid 77,,. Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Kutrienl 1,�tria t �lutne 1 apl as �puLed lo�� l , l�d
Req'd Applied Applied (acre) (acre) (Field) (Field)
Ubs/A) (Ibs/A) (lbslA)
Source Total Use. Applic. Applic. 1000
Tract Field 1D Soil Series Acres Acres Crap RYE Period N N N Method N gal/A Tons 1000 gals tuns
Total Applied, 1000 gallons 4,810 12
Total Produced,1000 gallons 1,466 88
Balance,1000 gallons -3,343 24
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons. 0.00
Notes: 1. In the tract column, symbol means leased,othetwlse;;owned 2 '.Symbol' ;lnealls user entered data.
UViJT Page 4 of 4
959251 Database Version 4.1 Date-Plmti d 9/19/26

Th_e[n•igation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
withsoi Is. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
rur-iff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in anyone application
evert.
Irpgation Application Factors
Application Rate Application Amount
1'rael Field .. Soil Series (
mches/hour) (inches)
1.0
232
R57$ 3 Grifton
�0.4.0. 1.0.
0.40 1.0
8578 F2A Grifton
8578 New Grifton 0.40 1.0
0.40 1.0
8578 New 2 Grifton
0.40 1.0
8578 Newl Grifton
I
0.40 1.0
8578 P1 Grifton
8578 P2 Grifton - 4
.
0 0
8578 . : P3 Grifton
0 40 1
p4
8578 Grifton
40
959251 Database Version 4.1 Date Printed 9/19/2016 IAF Page 1 of 1
NOTE: Symbol *means tiser entered data.

Tli(following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sL-dge utilization for the indicated accumulation period. These estimates are based on average nitrogen
colcentrations for each source,the number of animals in the facility and the plant available nitrogen application
rats shown in the second colurnn.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
tl
elan out,this material must.be utilized for crop production and applied at agronomic rates. In most cases, the
p� iprity:nutrient is nitrogen but other nutrients including phosphorous;copper and zinc can.also be limiting. Since
nutient.levels are generally very high, application of sludge must be carefully applied.
Sibs ii�ust fir''st be,evalu'atecl fortheir:suitab.ility for sludge application. Ideally,effluent spray fields sliouid not..be
use for s.ltzdge.applrcat on. Tf this is.xiot possible,care should.betaken not to.load effluent apphcatiori fields with
h-i,4i amounts of copper and zinc so that aduitional effluent Cannot be applied. On sites vulnerable to surface water
mia✓ing to strearns and lakes, phosphorous is a concern. Soils containing very.high phosphorous levels may also
be L concern.
Lagoon Sludge Nitrogen Utilization Table
v Maximum Maximum Sludge
Crop PA=N Rate Application Rate.. Minimum Acres Minimum Acres Minimum Acres
iblac: �OQO galYac 5 Years Acc��m�rl *i6u 10 Veaas Accurriulation 15 Years Accumulation
.Srvule-N. Lagoon Slildge Stazidard;
=,morn.1-i0 bu l50 14:b9
17 52 35 03. 52 55
Hay 6`toi1&Y E.` 300'
29.38 8 76 17.52 25 27
,160
15..67 .1649 32:84 49 26
Soybean 40 bu. .. ..
W.
959251 Database Version 4.1 Date Printed: 09-19-2416
Sludge Page 1 of 1

t
1
,,1 it7 I
'. 1 ry' •.'JAWJL
Via_ i�` {�• �Al
µ. �� _ ter •-r,,,,•`'� f 1 1 ro I e
or
1 r � � �
��' 'all ` '

EMERGENCYACTION PLAN
PHONE NUMBERS
Division of Water Resources (DWR) 91 C1 DA" UQ 0
Emergency Management System(EMS) 1152"uy2)- I Wq1
Soil and Water Conservation District(SWCD) 252- t-14Y)-Zz)kA�
Natural Resources Conservation Service (MRCS) �-44a-
This plan will toe implemented ii .the event ghat wasters fsosd pv
r your na citiGr+are.leakxrtg,
o�exflowing.,or running off,site You sh�iild not wait.until wastes::reach surface waters or leave, .
your property to,consider that you have a:problem You should make every effdrt to ensure tl at
this does:not happen This plan should be:posted in-awaccessible`locatzon for all.einployees at
the.fkility Tkie follotiving are some action Items you should:take
1 Shop the.release of wastesepei�ding on the situatio ,this,may or may:poVbe:possible
Srggested responses to 5orrie possible.groblers are listed below
a Lagoon overf lowi possible solutions are
1) Add soil to berrrr to increase 4.
elevation.of dam;
2).:I'ump'yi�astes to fieicls at an acceptabl era te
.3,) Stop all flownto the iagoon immediate !.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field-actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to.contain waste:
-3)„ -Incorporate. waste to reduce-.runoff..
4) Evaluate.and eliminate the reasons) that caused the runoff:.
5) Evaluate the application rates.for the fields.where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action-include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
1 November 23,2016

2) local SWCD office,phone number: 615'a 4LM-a341
3) local NRCS office,phone number: Aro a.- 44b'X)31
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
b. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name: _TC, BQ NC Y_b EGY-I S
b. Contractors Address: 282(p P� C�
UNIC QQX k= C� W _D .�J 111, �
c. Contractors Phone: ;�_ Dj'-!2
:6 Contact the technical specialist �vho certified the lagbbn (NRCS;Cbnsulting Engineer,
etc:)
�.. Name: �4YtiY�►e, h
b. Bhorie: a � 5u:8 ale s'.
7 Innplemerit procedures,as advised by DWR and tecfinical assistance agencies to rectify
the dam.age,repair the;system, and.reassess the Waste:man.agem
ent-plan to keep problems
with xelease of wastes from happening again.
3 November 23,2016

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
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 above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ 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 DEQ.
Q 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).
a Any method which, in the professional opinionjof 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).
aMass 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 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 beadone 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.
ro
Sig ture of Farm Owne anag r Date
J - �
Signature of nical Specialist Date

L1
SCS-ENC-536 C1-�J a � U.S, DEPARTMENT OF AGRICULTURE
Rev. 5-70 ! `� SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME ate., r DISTRICT -
DATE 1 - 3-`t-z COUNTY—
S.C.S. PHOTO MEET NO. WORK UNIT
WATERSHED-AREA MEASUREMENTS J - :1LirUci
CROPLAND ACRES PASTURE ACRES
WOODLAND-ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIO;AST
SKETC2i OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (APProx, scale i"= feed
Locale mile"mee paint 1m Center line AI dam and ldenedhe on skal[A,
i 6 •
w1:L
I I I
s s 31 3
SHOW BORING NUMBER AND PROFILE
DEPTH Make and llsl dam-stir and spillway borings Arli-then bonded area and barrow pit borfnps-separate with vermwi reed line.
IConlfnved an baek mAry necessary) Show wa&r table eleaadoms on dam-aifr borings.
SCALE
2 2, 'A 5 6 111118, 1, 1 IQ HIPWIl r2- 1 IS r. I is. -Mo 14 j�-j 20 2111 22123
o-A 111 . 5lr 5m
GM 4M lA
CIA
y c- e- C- Ism 11 1 Sr S
1-I- S 5 r c- I jJ 5
<- & I sC e C-+_ S
!z--I « S C �C - - c.
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U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
p File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner k,d— �',,��: -- - �_ County
Community or Group No.. _ Conservation Plan No.
Estimated Depth of Water to Top of Dam .7 Ft. Length of Flood Pool a g o Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
�v Est. Elev. :Est. Elevation
Kind of :Improvements : of Breach
Reach: Length: Width: Slope: Land Use ; Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. . % Ft.
1 aoa /ao a D..� �� +
. ,�= Cap
2 .
3 .
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach pg, e),o jam .,9.41
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Hazard Classification of Dam a& b, c) (see NEM-Part 520.21)
Darn Classification (I, III, IV, V)
By G,1 Date ff
name it e
Concurred By Date
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

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1Y

OPERATION & MAINTENANCE PLAN
Proper lagoon 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 a.
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter./ early.spring, irrigation according to a farm waste management plan should be. done
whenever the land in 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 maximum storage capacity before starting to irrigated 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.
The routine maintenance.of a lagoon.involves the following:
• Maintenance of a..vegetative`cover::for.the dam:.. Fescue or comrrronbermudagrass
are the most`commo,n vegetative covers..: The vegetation should be fertilized each
year,,if needed,, to maintain:-a vigorous: stand. The.'amount of fertilized applied.
should be based on..a soils:test, but in the_eve'nt that,it is not practical.to obtain,a
:sods test each -ear,:the lagoon.'em.bankment-and surrounding areas should 'be
fertilized with 800 pounds per acre of ib'!0-10',or,equivalent..
Brush and trees. on:the embankrnent must be controlled . This mad .be .done by
mowing, spraying, grazing,. chopping, or a combination of these practices. . This
should-be donee at. :IeaS.t 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 Ahe waste.
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
4. overall condition of pipes
MAR 2 9 2019

Lagoon surface --look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment.;-.look for:
1. 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 or vegetation or as a result of wave action
5.Jodent 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 diggmg. .into a lagoon dam with heavy equipment. is,a serious.
:undertaking with potentially serious consequences:.and`should' not,be condueted unless
recommended by an.appropriate.tech'nical expert
- Transfer P.umps:.--check for::proper:operation of:
1 recycling pumps
2.' ..1mgation pump '.
Check for leaks, loose fittings, and overall.pump-oPeration.. An unusually loud`or grinding
noise, or. a;I rg:e,amount of vibration; may:indicate that he:pump is. 'in. need of repair.or
replacement.
NOTE: Pumping systems should be inspected anal-operated frequently enough.sp that..
you :are not. completely."surprised" by egui,pment.,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
3

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a 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 you an 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 overflow,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. brainpipes'.into the lagoon §houid,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 slowind.the..incoming'wate.rto avoid erosion of the lining
4-...'When possible, begin loading new lagoons: in.the spring to maximize bacterial ,
establ shment.;(dup warmer we,, er)
5...At-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 occur at least'two weeks prior ao 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 nses'above 7.0 Optimum Optimu 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.
4

1
• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown 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 level. (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 should never b`e:clop Hhan 1.fobt to #he• lowest point.of the.
dam or embankment..
r : DOn not pump.the ,lagoon liquid level lower than the permanent storage 1eV21 Unless
you are,removing sludge.
•. Locate float pump intakes approximately 18'inches underneath the quid 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."Oom catch basins- at end of cionfinement 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.filis 50 percent of the permanent storage 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:
5

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is'removed annually rather than stored longterm 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 witFi 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 o:fields will be:
limited ,by:.these nutrients as well as any previous was 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
phosphors, 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.
6

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..
Linen.integrity protect from `rnI' pipe scouring, damag6 during sludge removal, 'or
rupture;from owering lagoon liquid level below groundwater table.
NOTE,. if iagoonwater is'allowed to overtop the dam, the moving water will soon_:cause
gullies. to .form. in':the' dam. Once this damage starts, it can 'quick.y cause.a large
discharge:of wastewater and,possibl&darn failure;.
7