820271_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
Nan -Discharge General Permits must apply for re ewal at least 180days 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 Perm ma,
1. Farm Numbers 82-0271 Certificate Of Covemge Number: AWS820271
2. FacilityName: TOM 45
3. Landowners Name (same as on the Waste Management Plan): Hoe Slat Inc
4. Landowner's Mailing Address: PO Box 300
City: Newton Grove State: NC pp Zip: 28366
Telephone Number: 910-590-6137 Eat E-mail: tNeiestipsae@�r,6k*{,Gawk
5. Facility's Physical Address: 169 Old School Lo
City: Newton Grove State: NC
6. County where Facility is located: S>armson
7. Farm Manager's Name (if different from Landowner): Doug Niemond
8. Farm Manager's telephone number (include area code): 910-590-6137 Ext.
9. Integrators Name Efdoxv is not an Integrator, write "None"): TOM Farms Inc
10. Operator Name (OTC): Douglas Alan N'emond Phone No.: 910-590-6137
11. Lessee's Name (if there is not a Lessee, write "Noni
12. Indicate animal operation type and number.
Current PemtiC Operations Type Allowable Count
Swine -I.. to Wean 2,756
eratfoo T
surme
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrow to Pinisb
1015,Cow
Pullets
Feedu to FWsh
D,Cow
Turkeys
Farrow to Wean
- Beef Sticker Calf
Torkey Pullet
Farrow to Feeder
BmfFeeder
Boar/Stall
Beef Broad Cow
W. Pool"
Gilts
Other
Non Laying Pullet
Other
Layers
Zip: 28366
OTC #: 18417
Other Trans
Horscs - Horses
Hor -Other
She, - Sheep
Sheep -Other

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 W 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 sip. If Landowner is a
corporation,, signatureshouldbe by a principal executive officer of the corporation): M
Name: Dov /INV P Title: EIW/ rf� 1
Signature I/Cil Date:
Name:
Signature:
Title:
Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 29699-1636
Telephone number: [phone]
E-mail: 2019PermitReoewalmacdeur.gov
FORM: RENEWAL -STATE GENERAL 02/2019

13. Waste Toseament and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data)
Struceae
Name
Estimated
Date
Built
Liner Type
(Clay, SynNetic,
Unknown)
Capacity
(Cubic peer)
Estimated
Surface Area
(Square Peet)
Desip Freelvard
"Redline"
(hmhes)
l
I(OLDi
let VI
Ua.
MO
il I V00
19
2(NEW)
111113
clu
013:04117
103YS�
- 1
Mail one (1) copy of the Certified Animal Waste Management Plan. (CAWMP) wit), this completed and signed application
as required by NC General Statutes 143-215.10C(d) m the address below.
The CAWMP most include the following components:
-- 7 iLe most recent Was[eUtll'vatlan Plan (WUP), sued by the owner and a ceundfied technical xPechtflat, containing: -'
a The method by which waste is applied to the disposal fields (e.g. urlgadon, injection, etc.
b. A map ofevery 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 Expe der ion (RYE) for every crop shown in the WUP
f. Fite maximum PAN to be applied m every land application field
g. the waste application windows for every crop utilized in the WUP
h. The required MRCS 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. Lagoou/stomge pond capacity documentation (design, calculations, etc. Please be acre me above table is accurate and
complete. Also provide any site evaluations,. wetland detemrinations, or hazard classifications that may be applicable to
yourfacility.
S. Opemfion and Maintenance Pion
If your CAWiLP includes any componen6 not shown on this list, please include the additional components with your autumnal.
(ag, composing, 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 inane above to::2019PermilRenewa @nc&nr.gov

Version -November 26, 2018
Mortality Management Methods
Indicate which methodis) 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.5.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
ElLandfill at, municipal solid waste facility, permitted by NC DEQ under GS 15A NCAC _
1:3B .0200. -
Rendering at a rendering plant licensed under G.S. 106 168 7.
Complete incineration according to 02 NCAC 52C .0102.
t q O Acomposting system approved and permitted by the INC 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.
❑ ❑, In the case of dead poultry only, placing in a disposal pit ofasize and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
❑. ❑ - Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached). -
❑ - Mass Mortality Plan -
Mass mortality plans are required for farms covered. by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS. Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian. -
• Burial must be done in accordance with. NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to 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.
3'A4/5
v Slgnature of Farm Owner/fv]art3�r Date
Si,n.t.,e of Technical Specialist _ Date

LAGOON
TABLE OF CONTENTS
1. Cover Letter - -
2- Soils Map
3. SCS—ENG-538 (Soil. InvestigaLi on)
4. Lagoon Design Data
5. Nitrogen Content & Acres Needed for Effluent. Disposal _
6. Seeding. Specifications
7. Lagoon Size Computations
8. NC-ENG-12 (Excavation)
9. NC—ENG-12 (Embankment)
10. NC—ENG-12 (Pad)
11. NC—ENG-40 (Plan.. of Excavated Waste Storage Lagooni
12.Typical View of One —Stage Lagoon System
13. Operation and Maintenance Plan
14 Topographical Map W/Lagoon. '& Houses
15. .Cross —Section of Lagoon

USDA-SO,L (ONSERV(1iI0N °it l.V it-.i: ,)I `I'Af'T t41"NT ttf'
003 D I A'oTROWAN STRCF.I �.
CLINTON NC 2II3713 AGR L(.Ut TUBE.
PHONE (al)) 592
---"___-_-
OPFRAI M
Phase ,re,illl tF{c aItdcl J Ian d Pc If rti.' of ,
Re ta+nth;, plan for yol c rJcori It I I19
rc crnm .; d I that lyvo� "rl of r r a
—r ,�.
o vl-e Ponno all, ;;i
1 e ird II Ian
II 1 �'tl vd
En te. cc; .truer r} C' -; - '
P"F'i and wall oer -hc 1,
, I I 1 I r +�rl
Ii- ; imPor Cant zhaL /a r 1' e P - rat
I _
fin3I nsLruatloh
bo certl Fled In,
The Pad d;,nensl cr
or ont kor
-pads.Lh
manor c ,r n� s
+re.a lul"lt laBaOn.
The a,tudi: amc,unL 9f=P �- - c_ ,r
fl6m LY Clm 6-s.
3
.tells a I_se a P,1 c F tPl
after con •Li u.ut;on Isco+rl c f _ Lh, sl
owner w1ll negot,a:l, nn IF, prime_ a-o o'- a-lo-. of r
II rl1, 1d o,-, noted that r Ilfl;l ;aF II ayo II iFF �n9
. jon all .Pecl1 Lio
length, •.+idtJ„ J li,l ,.I kl�-'"-
•Ic vat jn:. ithq tr. tt on;, -J.nl { ;;-> n•,'a
NOTE :
O. 1qn a o '843, 831 _ ...; .__31,253___ -
L' I , ml . ` c:: it +l i i 1, __939,114__-_'
-. C 1imal F P--1 272:137
Ertl m:i aF ToF i I_v 200
3 45__.--
Jab r 1 , .... _ ZY----- 10127/8$___
Herman_Rigg_s...____._ ___-_---------
1
_I
-----------
owAfter pad and dike has been built the excess material frgm lagoon
-111 be used to build access road.

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TOMMY HERRING ANIMAL WASTE
LAGOON /.
Y
SITE LOCATION
a'
eu
SAMPSON CO.
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{7wnr1 LaRmy, ,erzino ___ �1pu'al of _ Same ---- �
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SCS-ENG-S]B
A: 4 NSOIL CONSERVATION
RV AGRITION VLTVNE
SOIL CONSEXY4TION SERVICE
SOIL INVESTIGATION TO OFTFRMrnlc cl urAM.. ITV fin o
FARMER'S NAME'T2 /!!2
DATE ` _(¢�{ 2/-�
S. C. S. PHOTO SI[EET NO. _
NL DBCRILT_ Qp50 _--
rn
COUNTY._aS:F'�IP
_ WORK UNIT CLiNTON
LR6c00 N --
ACRES
ACAEE S WORK UNIT CONSERt'gTYP.tIST
WA%MSHED nREA MEASUMEMENI9
CROPLAIdO_ACR, PASTURE
WOODLANDACRES TOTAL+
SKETCH OF PROPOSED FOND SHOW1
Lecor. Mermee
G WHERE BORINGS WERE MADE (Approx. ecale !^=_,_Eecq
plolnr ,n un v nn. uF dum'and Idmak. un atrKA.
3
6S
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S"OW
DEPTH
SCALE
- BORING NUMBER AND PROFILE
u......... va - ugmh uLm (ga yne,
mnmG/� pam/edwMXoan.c nanado:Gno_sidro:xm. vnrtnbuoa.
Shw
1
2
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5
6
10
11
125113
14
15
I8
14
18
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A-!
5�
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-'ri
5u
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6-7—
s�,
WRINGS MADE 9XR CfS 3c n
g�{S SIGNATURE &

-'TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Ilse one of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW-Well graded gravels; gravel, send is
GP- Poorly graded gravels
GM -Silty gravels; gravel -sand -silt mix
GC -Clayey gravels; Rravel-sand-clay mix
SW -Well graded sands; send -gavel mix
SP-Poorly graded sands
SM-Silty sand -
SC -Clayey sands; send -clay mfstures
ML-Silts; silty, v. fine str ds; sandy ordavey silt
CL-Clays of Ima to medium plasticity
CH -Inorganic clays of high plasticity
MH- Elastic silts -
OL-Organic silts and silty clays, tow plasticity
OH -Organic clays, medium to high plasticity
g-gravel
s-sand
vls -very fine sand
cl-sudV loam
fsl - fine sandy loam
ploam
gl-gravelly loam
sf-silt
sit -silt loam
cl-clay loam
sicl-silty clay loam
sci-sandy clay loam
sic - silty clay
c-clay
1. Suitable materin] far embe,.kmane la avra nble O Yee [_:] N. rin,n an
maa wet -
REMARKS
/
Gm�NlMc//t�ot- SA6VJ. SDK Kpr�a /{Yi)05#, L[ Op. /D/.Ga ON
!✓y'wLP_( nlf+ ONf{ S �pPy(. OAM ©Y/&Y CJrtGS %'fro NGnC
Z. Enphun hararda requiring apeciel atteatiov in deeign rse.,„a.., .nnnv,.,w nJ
GENERAL EEMARKS _
14
26
N
7
28
29
301
31
32
M
34
35
3fi.
37
38
39
40
41
42
Q
64
45
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47
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49
60
61
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U. S. DEPARTMENT OF AGRICULTURE
Soil Conservation Service NC-ENG-.40.
5/83
- LOCATION CODE _
PLAN OF EXCAVATED WASTE STORAGE POND
NAME, Tommy Herring ACp ii DATE 10-27-88
I DISTRICT Sampson
top)
2301 i '.. Sf DE SLOPE 3 To t i
a i L' SOLO AVE, TOP ELEV. /E
o e4tio�
W 3/ 4 — — MID SECTION 290,
12
38
AVE. 001mM ELE1.
Volume - depth Carea of top) + (area of bottom) + (4 x area midsection _ Cu.Ft.
6 __
SUMMARY
Use of facility
Animal Waste
Capacity 6,349,323
- _ Gallons
'Bottom
Elev,
38.0 _
Normal liquid
level Elev,
48„0
Volume Cost -sharing
Cu. Ft.
Storage for normal
Soil. type Autryville
(738)
Maximum liquid
lever Elev.
-
48.0
$tOLagE". for;
B. M. description
20d Nail in 4".
25 yr. freq:.
orecip. (Ft.) +
Oak tree 201 E of
Ste. 3+00 line A
Crest ESW
Elev.
Stage (Ft.)
1
Freeboard (Ft.)
-+
1.0
Assumed .
_ Elev. 50.0
Top of Dam
Elev.
50.0

TYPICAL VIEW OF AONE-STAGE LAGOON SYSTEM
Thomas: Herring
Con£inanent Building Top Width lee.
Too ELevat ion 50.0
Fluid ELevation 4$.D�
Pit / ° — — / 55 3 1
TR
EATMENT
^ Pipe (Needs to be adequately=10�
supported)
Bottom Elevation 38e'I.

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WASTE MANAGEMENT SYSTEM
FOR
HOG SLAT NO 5
NEWTON GROVE, NC
TABLE OF CONTENTS -
1 Cover Letter
2 Soils Map
3 Conservation Plan Map
4 SCS-ENG-538 (Soil Investigation)
-.5 NC-ENG-34'Hazard Classification
,6 Lagoon Design Data
7 Waste Utilization Plan -
8 Seeding Specifications
9. NC-ENG-12. (Excavation)
10 NC-ENG-12 (Embankment)
11 NC-ENG-12 (Pad)
12NC-ENG-40 (Plan of Excavation Waste Storage Lagoon)
13 Typical View of A One -Stage Lagoon '
14 Operation and Maintenance Plan
15 Specifications for Construction of Waste Treatment Lagoons
16 Topographical Map W/Lagoon & Houses
17 Cross -Sections. of. Lagoon &.Pad

- 303-D EAST ROWAN STREET DEPARTMENT OF
PHONE. [phone] AGRICULTURE
----------------------------------------------------------
OPERATOR Y .
_. HOG SLAT NO. S
Please review theattached: plan and specifications carefully.
Retain this plan for your use and records. It is strongly
- recommended that you, your contractor and the Soil Conservation
Service personnel .are in agreement as to .how the waste lagoon
is to be constructed. SCS personnel will meet with all
concerned parties and walk over the site to explain all flags
and markings. It is important that everyone understands what is
expected so that final construction meets plans ..and
specifications. and the job can be certified for. payment (if ACP
.cost —share is involved).
The pad dimensions and grades are the best estimate. The.
builder or - contractor is responsible for final layout and
design of the pads. SCS personnel will assist in. a limited
capacity, as its major concern is the proper design and
construction ofthe waste treatment lagoon.
The actual amount of material required for pads and dam may
vary from ' the estimates. The design will attempt to balance
cuts and fillsasclose 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
ofthe borrow area.
It should be noted that certification of the lagoon will depend
upon all specifications beina met. Imoort s-in'l.de
length, width, depth, slopes, topsoil placement, correct
elevations (top, bottom, discharge pipes), and seeding.
ARE CULTURAL RESOURCES EVIDENT? YES NO 'io�
DESIGN REQUIREMENT: S32,097 cu.ft=30,818 cu.yds.
ESTIMATE OF EXCAVATION: 842,616 cu..ft =31,2.08 cu;yds.
ESTIMATE OF PAD: 302-,400 cu.ft=11,200 cu.yds.
---------
ESTIMATEOF DIKE: - 123,417 cu.ft =4,571 cu.yds.
ESTIMATE OF MATERIAL FOR SANDY -CLAY LINER: 0 cu.yds
ESTIMATE OF TOPSOIL REQUIRED: = 500 cu.yds.
--- Total Excavation = 0: cu.yds.
Job Class IV \ --_------
Designed By �.— _1 7/ZI/93—
Date
Design Ap.p royal_�.CS.(N_l2zK'_f,''_�S

SAMPSON COUNTY
NORTH CAROLINA
RRF11pFU BY iHF
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS —PUNNING AND RESEARCH BRANCH
x cooreunox wirx >HE
U.S. DEPARTMENT OF TRANSPORTATION
'FEDERAL HIGHWAY ADMINISTRATION
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Sg FOR EMMGEMENTS
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Operator:HOG SLAT NO. 5 - County: SAMPSON Date: 07/22/93
Distance to 'nearest residence ,(other than: zo wne r). 1500 feet
1. STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) X 1417 lbs. - 0
0 Sown (farrow to feeder) X 522 lbs. _ 0
O Head (finishing only) `/, 135 tbs. _ 0
-1250 Sows (farrow to wean). X 433 lbs. 541250
O Head .(wear to feeder) Y. 30 lbs. _ 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) _ 541250
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 541250 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW 1..0 CF/lb. SSLW
Volume = 541250 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION OWNER, REQUESTS NO SLUDGE STORAGE
Volume = O cubic feet SLUDGE WILL BE REMOVED AS NEEDED
4. TOTAL DESIGN VOLUME
Inside 'top: length -675.3 feet ; width 154.0 feet
Top of dike at elevation 46.20 feet
Freeboard. 1.3 feet Side slopes 2.5:1(inside)
Total design lagoon. Liquid level at elevation 44.90 feet
Bottom of lagoon at elevation 34.20 feet
Seasonal high water table elevation 41.70 feet
Totaldesignvolume using prismoidal formula:
SS/END1 SS/END2 SS/SIDEI SS/END2 LENGTH WIDTHDEPTH
2.5 2.5 2°.5 2.5 668.8 147.5 10.70
AREA OF TOP
LENGTH X WIDTH
668.6 147.5 98648.0 (Area of Top) -
AREA OF BOTTOM
LENGTH X WIDTH =
615.3 94.0 57838.2 (Area of Bottom)-
. AREA OF MIDSECTION
LENGTH X WIDTH X 4
642.1 120.8 310110.2 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsection)+Area Bottom] X Depth/6
98648.0 31010.2 57838.2 1.8
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 832097 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
675.3 154.0 103996 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 103996.2 Square Feet
Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily productionof manure in CF/LB SSLW 0.00136
Volume = 541250 Lbs., SSLW X CF of waste/lb/day X ISO
Volume = 132176 Cubic feet
B. ..Volume of wash water
This is. the amount of fresh water used for washing floors or
volume of fresh water used for aflush system. Flush systems
that recirculate the lagoon water are accounted for in SA.
Volume = 0 Gallons/day X 180 days storage/7.48
gallons per CF
Volume= 0 Cubic feet -
C. Volume of rainfall in. excess of evaporation
Use period oftime when rainfall . exceeds evaporation by
largest amount.
180 days excess rainfall _ 7.0 inch -es
Volume = 7.0 Inches X DA / 12 inches per foot
Volume = 60664.5 Cubic feet
D. Volume of. 25 year ..-24 hour storm
Volume= 7.0 inches /12 inches per foot X.DA
Volume = 60664.5 Cubic feet
TOTAL .REQUIRED TEMPORARY STORAGE
5A. 132176 Cubic feet
5B. ' 0 Cubic feet
5C. 60664 Cubic feet
5D. 60664 Cubic feet
TOTAL 253505 Cubic feet

6. SUMMARY
Total required volume = 794755.0 Cubic feet
Total design volume avail.= 8S2097 Cubic feet
Min. reqrd. trtmnt. vol. 'plus sludge accum.=-541250 Cu. Ft.
At elegy'.. 41.30 Ft; Vol= 545651 Cubic: feet (end pumping)
Total design volume less 25yr-24hr storm = 771432 Cu. Ft.
At elev. 44.20 Ft; Vol= 764040 Cubic feet.<start pumping)
Seasonal highwater table elevation is 41.70 Feet, which. must
be lower than the elevation of top'of treatment volume 41.80
DESIGNED BY: APPROVED BY:
DATE: _7 _22 _��_3' DATE.
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES: ___________________

xl-lN4f]A U. sboMl IMt.1 ur AU.11 ua Vwe
L... s.m
9011 CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSFO PnNn SITF
FAR"U'll tea
• /
• • Si JEET NO.
EE. • E WORK '• NSERVATIONIST
i SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. gtx[e 111
..
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OPERATION AND--MAI-NTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control. The time required for the plannedfluid: level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added to the
system.
The .designed 6 months temporary storage is an estimated. volume
based on.: 1) waste from animals; 2) excess rainfall after
evaporation; and 3). the largest ,24 hour (one ,day)rainfall that
occurs on the average of once every 2.5 years. The volume of
waste generated from a given number of animals will be fairly
constant throughout the year and from year to year. This
estimate is based on 7 inches of excess rainfall which is
equal to or exceeds the highest 6 months excess in ayear.
The average annual excess rainfall is approximately 6 inches.
Therefore,. an average a' 8 inches of excess rainfall will:
need to be pumped each year. The 25 year rainfall will not be a
factor to consider in an annual pumping cycle, but this storage
volume must always be available. A maximum elevation is
determined in each design to begin pumping and this is usually
theoutlet. invert of pipe(s)from building(s). If the outlet
pipe is not installed on the elevation to begin pumping, a
permanent marker must be installed on this elevation to
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimum treatment depth
(6 feet). Pumping can be started or stopped any. time between
these two elevations for operating convenience as site
conditions permit (weather, aoils9 crop, and equipment to apply
waste withoutrunoff 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 runoff from the field
or damage to crops.
The following items are to be carried out:
It is strongly recommended the 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 pre —
charging is completed, flush buildings with recycled lagoon
liquid. Fresh water should not be used forflushingafter
initial filling.
2. The attached waste utilization plan shall be followed.
This plan recommends sampling and testing of waste (see
Attachment. B) -before land application.

3. Begin pump —out of the lagoon when fluidlevel reaches eleva—
tion 44.20'as marked by permanent markers. Stop pump —out
when the fluid level reaches elevation 41.30 or before
fluid depth is less than 6 feet .deep (this prevents the loss of
favorable bacteria). The design temporary storage, less 25 year
storm is 193162 cubic feet or 1444855 gallons. As stated
before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is one
(1) inch and the recommended maximum application rate is 0.4
inches per hour.
5. Keep vegetation on embankment'and areas adjacent to the lagoon
mowed annually. Vegetation should be fertilized as needed to
maintain avigorous stand.
S. Reps ir 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 100 feet cropland buffer or-25 feet of grass
vegetated buffer around waste. utilization fields,particularly adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 feet of a residence or within 100 feet of -a well.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of.
Environment, Health, and Natural Pesources, Division of Environ—
vnental Management, has the responsibility for enforcing this law.
NOTES:

12.85 - - SULLCONSERVi1TION SERVICE
_ SOIL. MAP l
c'g fl` Owner HOG SLAT 5AME .. I.A,
r' Operator-'
n County SPS9PSON State NGP'PFI CAR. LI A
sa��'/ Soil Survey sheet (s) or code nos. Aproximate scale it
Prepared by U. S. Department of Agriculture. Soil Conservation Service cooperating -
with Conservation District
I
0.i
�tl iV+1�i*C 4as' i5 ,p C
H a3'<,.�'�� N n �, If r �•, Y 7 � a
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TuN"`�B N �_Y WaB ©,NF � /'� � V.•aH GP {��� F` y -� W1', Ftt� tS Ij No4
Notl eB F � W B
Aa IMI I s
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g 'ei it' NaR � ��l�➢ ,may � -
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U. S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
LandownerHOG SLAT NO 5 (T.D.M.) County SAMPSON
Community Or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool. Ft.
Date of Field Hazard Investigation 10/20/92
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev.:Est. Ellevation
-*iB -ef- - :Improvements: of Breach
.Reach: Length: Width: Slope: Land Use lvprovemmts Above :Floodwater Above
. Clnnd Dlein. rl.....d D1—
Ft. Ft. _%
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach —A suDDEN FAILURE OF STRUCTURE WILL NO ENDANGER LIFE
OR DA14AGE PUBLIC TRANSPORTATION. THE LAGOON WILL BE LOCATED IN A RURAL AREA
I %G
APPROX. 10001 FROM SEVENMILE SWAMP AND ii$-MILEFBj@t STATE ROAD 170
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III, IV, V)
By HERMAN RIG S SOIL CONS._TECH. Date 10/20/92
name (title)
Concurred By aSL—.. 1>.G
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 6131 g 3

- TIMOTHY, N. C.
�M1 r NNN COH.IRP s6 Qp�pMN[ilE % � �4
1986
UMA 53'u{. PI NWSFPlES V842
Cepri
Cem
Flat
ave
e
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no
Cem - M Cem J /
In t `.�� � � ,�•.
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. U. S. OEPARTNENT OF AGRICULTURE NC-ENG-40
Soil cclne"ati. Service Rev. 7/91
PLAN OF EXCAVATED- WASTE STORAGE PIT
NAME' HOG .SLAT - Date.• 11/19/92
County: SAMPSON _
Address: NEWTON GROVE, NC
el CE SLCAE
W
46.2 AVE. IOF MEW.
4�7 ` --- -- — —.--- /
tl10 SECTI011 --- /bti j
I � 34.2 AVE. 90TTCY ELEV. /
/
/ IEMCTq /
(S. beck fcr VoIOYe wlculeti.)
Use of facility: SWINE WASTE
Capacity:
Gallons
Ft3
Soil Type: AUTRYVILLE
Bench Mark Description MARKED ON
CORNER OF PAD.
smut=
Bottom-
Elev, 34.2
Normal Liguid Level
Elev.
Storage for normal Precip.
(+) 44.2.
Ft. ,
Maximum Liquid Level
Elev.
25 yr. Storm Storage
(+) —T
Ft.
Crest ESW
Elev.
Max.Flow Depth
(+) L3
Ft.
Freeboard
(+)
Ft. - -
Top of Dam.
Elev.
T.B.M. ASSUMED ELEVATION
50.0

TYPICAL VIEW OF A ONE -STAGE -LAGOON SYSTEM
HOG. SLAT
Con£inment Building Top Width 12'
/ Settled Top
\Elevation 46.2
_ _
f.�- , W
j� _ _ _ _ � 44. Z
S 3 S. 1
Pit SS2.5 :1 SS2.5 1 ; —
�' TREATMENT \
1p LAGOON
�t Depth
Pipe (Needs to be adequately \
supported) `
Bottom $levation 34_2

�
rye
x
S. F
4
i
3
s
t'
"d
I
r '
T ( L _
'1t\<L
dr Jerf lJr//'off C-t0.5fn�"la -- `
v

oc'roeea es'r"
-sort. ecasF�ay..rme ;. a..,,ce
CONSERVATION PLAN MAP
Owner HOG SLAT Operator SAME
County AM PS N S�teNOR L+ CAROLINA. Date11/18/92
Approximate acres - Approximate scale
Cooperating with Conservation District
" Plan identification Photo number
Assisted �b HERMAN RIGGS y USDA Soil Conservation Service
`r dtR' Y e a IN, 1 ij W
'0"
Rv'
c.
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r
�

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
-----------------------------------------------------------
CLEARING:.
All trees and brush shall be removed from the construction area
.before any excavating or fill is started, Stumps will be
removed within the area of the foundation of the embankment and
fill areas and all excavated areas. All stumps and roots exceeding.
one (1) inch in diameter shall be removed to a minimum depth of
one (1) foot. Satisfactorydisposition will be made of all.
debris. The foundation area shall be loosened thoroughly before
placement of embankment material. Lagoon site (and pad site if
needed) to be stripped of topsoil (3") and stockpiled for use on dike
and pad slopes _(2-3"). The topsoiling quantity is in excess of
amounts. specified on page one (1).
Cut—off Trench:
A cut—offtrench(when specified) shall be installed as shown in
the plans. ...
Construction:
------------
Construction of excavated and earthfill areas shall be performed
to the neat linesandgrades.as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 6" lifts and not placed in standing water. Compaction
shall be performed by the construction equipment or sheeps—foot roller
during. placement. .The embankment of the. lagoon shall be installed
.using the more impervious materials. Construction of fill -
heights shall include ten (10) percent for settlement. To
protect against seepage, when areas of. unsuitable material are
encountered, they will need to be excavated a minimum of one (1) foot
below grade and backfilledand compacted with a SCS approved
material (i.e.—CL,SC,CH). Refer to the soil investigation
.information in the plans for special considerations. Precautions
should be taken during construction to .prevent excessive erosion
and sedimentation.
--------------------------------------------------
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to theplanned type of vegetation as soon as possible
after construction according to seeding specifications sheet.

SEEDING RECOMMENDATIONS
AREA TO BE SEEDED: 3.0 ACRES.
USE THE SEED MIXTURE INDICATED:.
0.0 183. FESCUE GRASS @ 60 LES. PER ACRE
(BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0.0 LES. "PENSACOLA" BAHIA GRASS @ 60 LES. PER ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 30
24.0 LES. HULLED BERMUDA GRASS @ 8 LES. PEP ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL I TO JULY 31
0.0 LES. RYE GRAIN @ 30 LES. PER ACRE (NURSERY FOR FESCUE)
0.0 LES.. RYE GRASS @ 40 LES. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000 LES. OF 10-10-10 FER71LIZER (1000 LBS. PER ACRE>
6.0 TONS OF DOLOMITIC LIME (2 TONS PER. ACRE)
300 BALES OF SMALL GRAIN: STRAW (100 BALES PEP, ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS: IMMEDIATELY AFTER EAP,THMOVING IS COMPLETED. APPLY
LIME AND FERTILIZER, THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED.
APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR. EQUIPMENT.
APPLY MULCH ,AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER. TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LES. PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL B.AHIAGRASS IS ESTABLISHED.

Nutrient Management Plan For Animal Waste Utilization
11701-2005
This plan has been prepared for: This plan has been developed by:
TDM5 - Doug Niemond
TDMFarms TDMFarms
Box 300 Box 300
Newton Grove, NC 28366 Newton Grave, NC 28366
910-594-0219 910-559944--0219
Developer Signature
Type Of Plan: Nitrogen Only with Manure only
®wner/lilanager/Prodneer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
Procedures established in this nutrient management plan which includes an animal
waste utilization plan for the form named above. I have read and understand the
equired Specifleationsconcerning animal waste management that are included with
this plan. -
Signature (owner — "—) Date
ignaiure (manager or D�
producer) - Date
This plan meets the minimum Maud,& and specincations of'the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard efpraatices adopted by the Soil and Water Conservation Comm / /�isSion.
�/ A i

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not. included in this plan
S9
Swine Farrowing-Weanling Lagoon Liquid waste generated 8,827,468. gals/year by
2,756 animal Swine Farrowing-Weanling Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days. -
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
- 13622
Incorporated
23395
Injected
25764
Irrigated
14807
Max. Avail
PAN (Ibs). *
Acura) PAN
Applied (Ibs)
PAN Surplus/
Deficit (Ibs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year I
14,807
16313
-1,506
9,725,196
-897,728

Narrative
The PAN amounts and application windows were carried over from the existing (original) plan
written by Wilson Spencer 3111/96.
This plan was written when the animal type was changed from far. to feed. to far. to can. The
SSL W has remained the same in both .plans..
Doug Niemond
1111105

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching hider for each field is shown,
where available. -
Planned Crops Summary
Tract
3503
Field
1
ToEaI
Acres
22A0
Useabl
a
22-N
Leaching
dex (L1)
N/A
Soil Series
Aua ale. -
Crop Sequence
smell Grin Ovnsad
RYE
°1a Tons
Hybrid Bertnadagass Hay
15.5 Tons
3503
2
1810
18.10
N/A
Wagram
Small Goo, mars
r]OTons
Hybrid Maass agars Hay
r55 Tons
3503
3
5.00
sna
N/A
Atipy;611e.
Smea GnawOvr d
-1 OTans
or ANT TILT
A. c.
ncm
nc �n
HybndBmandaooAHay
ra.l Toys
L
Potential Leaching
": Techrncal'Gaidmroe -
2
Low potential to contribute to soluble
None
nutrient leaching below the root
. 2 &.
€ ilerate potential to conribme m
Nutrient Management (590) should be planned.
soluble nutrient leaching below the
met zone.
High potential to contribute to
NutrimtM agemeut(590) should be planned. Other conservationpracticm tha
soluble nutrient leaching below the
improve the soils available water holding capacity and improve nmrimt use
> 10
root zone.
efficiency should be considered Examples are Cover Crops (340) to scavenge
nutrients,Sod-Band Rotations (328),Long-Tam No-Till(778), and edge.-of-tield
macfices such as Filter Stdps (393) and Riparian Forest Butlers (391)_
354769. o.mbasrveldo. 3.1 .Dare u.mrm unros
NOTE: Symbol m means user entered data res vase 1 or t

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an .
cropland needed to use the nutrients being produced. The plan requires consideration ofthe realistic yields ofthe crops to be gro.
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate ofthe nitrogen amount bem6
or other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be ap,
field in order to supply the indicated quantity of nitrogen from each source is also included. A balance of thetotal manure produced and the total manor
is included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Treat
Field
SourceTotal
m
Sail Series
Acres
Ose
Acres
+oP
RYE
AplicAPpkc
Period
iange,
t
Cam..
Fat.
utrient
.Applied
(IoYA))
Res
IWA)
Method
M...
PA
Nutrient
AppBed
(@NA)
4S�IidLiquidPA
ManuaInstea
AppliedRags
(Field)(Ibs/A)
N
N
N
N
1000 gels
3503
1
S9
uM1yville
1 22.00
2200Smell
Grain 0veneed
+1.0
10/1-3/31
"100
0
0
1 brig.
100
59.62
0.0
1,311.60
3503
I
1 S9
kuyeille
1 2200
22.00Hybrid
Bermudagass Hay
+5.5
+3/I-10/31
+275
1 0
1 0
1 Wig.
275
163.95
-0.00
3,606.89
3503
2
S9
Wagrom 1
18.10
18.109me11
Grain OversceA
e1.0
10/1-3/31
+100
0 1
0
Wig.'
100
59,62
0.00
1,079.09
3503
2
S9
wegre.
18.10
18.10
Hybrid Bermudegressllsy
+55
+3/1-10/31
+275
0
0
Wig.
275
16395
Hill
2,967.49
3503
3
S9
utryville
5.00
5.00
Smell Greiv OvaseM
+1.0
IOn-3/31
50
0
0
Wig..
5
- 29,81
0.00
14905
3503.
3
S9
Aubyville
5.00
5.00
Hybrid Bermudagaae Hey
+4.1
+3tl-10/31
'"105
0
0
brig.
205
12222
0.0
61109
Total Applied, 1000 gallons
9,T2520
Total Produced, 1000 Hellos¢
8,927.47
Balance, 1000 gallons 1
-897.73.
Ta.l Applied,tona
":
. _ Talel Produced, tons
B.lanm, tons
Nores: 1.,in me tract column, — symbol means leased, otherwise, owned.
354760 Database Version 3.1 Date Printed: 1111105
2. Symbol * means user entered data.
WDT Page 1 `. t

The Irrigation Application Factors for each field in this plan are shown in the Following table, Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
mnoff. This table provides the masimnm application rate per hour that may he applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in anyone applinntion
event.
Irrigation Application Factors
Tract
Fiend
Soil Series
Application Rat
(inches/hour)
Application Amount
cjnches)
3503
I
Autryville -
0.60
1.03503
2
Wagram
0.60
1.0
3503 3
Autryville
0.60
1.0
i 547F4 T)atahaae Verainn 3_I Date Printed IIA/05
/AF Pane i of 1

The following. Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting.
Since nutrient levels are generally very high, application of sludge must be carefully applied -
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not
be used for sludge application. If this is not possible, care should be taken not to load effluent application fields
with high amountsof copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface
water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels
may also be a concern
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate....
Ib/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum.Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
IS Years Accumulation
- Swine Farrowing-Weanling Lagoon Sludge - Standard
Coro 1206u
150
- 1116
8166
163.33
244.99
Hoy 6ton RV.E.
300
26.32
40.83
81.66
I2250
Soybean 40 so 160
14.04
76.56
153.12
229.68
3547,59 Database Version 3.1 _________________''-"-----
Date Printed: 11-01-2005 Sludge Page 1 of I

The Available Waste Storage Capacity table provides an. estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The
start date is a value entered by the met and is defined as the date prior to applying nutrients to the fast
crop in the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is Beater than the design storage
capacity, this indicates that the plan calls for the application ofnutriouts that have not yet accumulated.
If available storage. capacity isnegative, the estimated volume of accumulated waste exceeds the
design storage volume of the structure. Either of these situations indicates that the planned application
interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Source Name
Swine Farrowing-Weamin La eon Liquid
Designrag, Capacity airs
Start Date .
10131
180
Plan year
Month
Available Storage Capacity ag P ty (Days)
1
1
151
1
2
144
1
3
164
1
4
177
5
180
1
6
180
7
180
1
8
ISO
1
9
180
1
10
167
1
11
153
1
12
138
354769
—us- ��r�W y - �a.cwamu as or me can oI each month.
--------------- _-------- ___----- _---------- Page Database Version 3.1 Date Printed:.11-01-2005 Capacitye 1 of 1

Required Speeffications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches
surface water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste, If the producer does not own adequate land to
properly dispose of the waste, be/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. it is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture,
historical data, climatic conditions, and level of management, unless
there are regulations that restrict the rate of applications for other
nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for
guidance).
--------------- - - 354769 Database Vasim 3-1 Date Printed: I I/1/Q5 ------ _-.--8-P eifimtion page 1 --- -

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
poudeng should occur in order to control odor and flies.
S. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that thecrop is not covered with waste to a depth that wou➢d
inhibit growth. The potential for salt damage from animal waste should
also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted craps on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied, more than 30 days. prior to planting of the crop or forages
breaking dormancy.
Ill. Any new swine facility sited on or after October 1,1995 shall comply
with the following; The outer perimeter of the land area onto which
waste is applied from a lagoon that is a component of a swine farm shall
be at least 50 feet from any residential property boundary and canal.
Animal waste, other than swine waste from facilities sited on or after
October 1, 1995, shall not be applied closer that 25 feet to perennial
waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner. -
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
- - --- ----- -- -- -- - -
- -------------------------- --- -
354769 Database Version 3.1 Date Printed; 1111105 5oecification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into watercourses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such
as trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge. .
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19.. Waste handling structures, Piping, Pumps, reels, etc., should be
inspected on a regular basis to prevent breakdowns, leaks, and spills. A
regular maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and
other crops for direct human consumption. However, if animal waste is
used on crops for direct human consumption, it should only be applied
pre-plaut with no further applications of animal waste during the crop
.season,
---- --- --- --- --
354769 Database vasion-
3.1 Date PrintedA 1/1105 - ----------------
----- -----`rPecificati-on-Paae-3

21- highly visibEe markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping. shall be managed to maintain the liquid
level between the markers. A marker will be required to mark the
maximum storage volume for waste storage ponds.
22. Waste shall he tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied.
Nitrogen shall be the rate -determining nutrient, unless other restrictions
require waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in
the soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
applications records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23, head animals will be disposed of in a manner that meets North Carolnna
regulations.
- - - - -
------------ -- -- -
354769 Dakabase Version 3.1 Date Printed: ] 1/I/OS
Specification Page 4

M1 '.'Roy "� J. M: HARRIS ESTATE DIVISION -
. z <!E b.>Z
'nP ne J
-
°
l4/.93 ACRES
0
APPROXIMATE
el /ll
FLOAD ARD
2 LIMIT
LO YO WEST
TATE DIVISION
145' IV I�TI PU9FEfL
JESSIE JLWOOTEN
R
ell
Y yI
y •�` i � � / PUIi
CORNEF NO 4NO NO.I ARE LOCATED
OF l . > Y •'l 9J
WATER MARK OF LLO MIL( GpNO. I t' rJl. OOUe''
xl
J
O ZJ`,N :SS
Y., B. G. E. DAUGHTRY II °`M1 M1^Y
ESTATE,—

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 910-H86•I6yi
EMERGENCY MANAGEMNET SERVICES (EMS) _ qI0-Saa•S�i�b SOIL AND WATER CONSERVATION DISTRICT (SWCD) 410- 55—79- ,7
s a -�yr NATURAL RESOURCES' CONSERVATION SERVICE (NRCS) 9rn _5:
COOPERATIVE EXTERSION SERVICE ICES) qio -Ssa-X
This plan will be implemented in the event that wastes from your operation. are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that thisdoes not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1.: Stop the release of wastes. Depending on the situation, this may ore may not be
Possible, Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam. "
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no. surface. water is entering lagoon.
B. Runoff from waste application field -actions include:.
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.. -
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump,
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to: flowing leaks -possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compactwith a clay type soil.
c. Have aprofessional evaluate the condition of the side walls and lagoon
bottom as soon as possible..
1

11
2_ Assess the extent of the spill and note any obvious damages
a. Did the waste reach any surface waters?
b, Approximately how much was released and for what duration?
c, Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill toreach surface waters?
g. Are potable water wells in danger (either on or off the property)?.
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name,facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
undertaken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name: L J Cons?'. 40, Co. 0111�1 &ke
b. Contractors Address. 44 g5' L✓ 1 C oc 1 u n D . -Contractors Phone: �c _q _ all -38ot, N.C.NatsrJ39
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.).
a. Name:
b. Phone;
7. Implement procedures as. advised by DV/Qand technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

�D M 1 k5-
SWINE FARM WASTE MANAGEMENT ODOR CONTROL
CHECKLIST
Source
Cause -
Bh1P'S Yc Minimize Cdor Site Specific Practices
wo pea omrer.;
best manegem
I --c frdym.o[ end common sense
Animal Cody surfaces
Dirty manure covered animals
coal sir.""acts
Wet man-' -e.,mad floors
I Sic- floors;
N(waLerers Ioconed pv r slowed floors,
I I Fee_rx at high end of solid floors;
1 IScrape manwa buildup from floors;
'
I I U.1m omil.fon for drying
Manure calle[[ion pits
Urine
P"G'-ant manure removal by tlush,Fit
rem. s rape
ar;loorrvennlatioh
P.111.1 micaroial decam position
(1 Jna
Ven[ila:icri exhaust fans Volanle gases.
Dust (l SY•[.e nn alr movement
Dust as.-tiown between groups of animals
oov s.
relive, downspout.,cendms?o
h Lanics
Agita i— ec/dad logo.
(i p _ -en [
I'q "rad esrt re filling
1 1 z._ I ee [o
near bottom of
=r.. with anti -siphon vents
Plush all. Ys
Agi[a[iPn during was[ewa[er
I i --_c,v r flusM1 witM1 underfloor
conveYanann
v_.,... a can
Pit ..charge points
Ave., of recycled lagoon
c hard lines m near bottom of
liquid while oi:s are fllin9
Girewi[M1 anti-si PM1on vents
Lift s;a:icns
ggitation during svmp tank filling
O __—_ ;an<
covers
and drawdown
Outside draih collection
Agitation Euring wastewater
(I ecz F e s
orjmc5ee roses
onveyenca.
Entl of dr=_iceipes ai lagoon
gvitation daring wastewater
-
(1 x _ -
discnarye
_ __.4 Dom[ of pipes
cell each lagoon liquid level
Lagn.e s:irac es Volatile gas emissions
-'-' iad'.d liquid ca
E.I.gical rnizinp
'ayaon startup procedures
Proce
.Agitation
f 1 M.-rrm surface a a -to -volume read
(1 Mi-:—�.m agitation when pumping
1 1 .Meo-anical ...anon
NV---.e- Ficlegical additives
-S'ticn:s=..: fern zzles H �. e .pan
dry dare w name or n. w:n,.
. w e �.
1✓S.I
re ommended operation Pressure
-Ld1c rrelllagoon li Guid sur`aca
.,_'._pond -.,ace ladonn

1 DN, #
_ anR or basin
Partial microbial decomposition
or leven
—a n a.. mmaading
sane._
Mixing while filling
iling
T
O Tank covers
Agitation when emptying
(1 Eosin urfec of solids
1 1 Proven biological additives or os giants
seitlinS - surace
P I memo I d omposition
1 1 Ererd drainpipe outlets undernez:h liGuitl
M g w'nile fIl' g
Ieeel
Agitation when emptying
(1 Remove settled solids ragulady
Manure, s rry or sludge
Agitation wnen spreading
1) Soil i of slur ry/sludges
spreader onjection
utlets
Volatile gas emissions
(1 Wash residual manure from spreader after use
O Proven biological adtlitivas ar _,cants
uncovered manure, slurry
Volatile gas emissions while drying
! 1 Sail infacti_n of slurry/sludges
or sludge on field surtaxes
1 I Soil incorporation within 48 hours
O Spread in thin uniform layers for rapid drying
(1 Proven biological additives or oxidants
agog a. als
Dead animal ciae.al
pits
Incinerators
Slanting. we._r around
facilities
Carcass deccmposition 1 Proper disposition of carcasses
Carcass decent,sition O Complete covering or carcasses in burial
its
IN'Prcp er location/construction of disposal fits
Incomplete combustion ( 1
Improper drainage v
Microbial dec_mo.,can of
m ma,er
stack b.rners
Grebe and landscape such [het water drain
aw2v front facilities.
are ;.aoc-_ onto public Pcoriy m m.amed. access roatls ( Pac.. o a s road m in[anance
--its fro,:. far a__ess
Additional Ioformccon:
Swine Manure Manageme C 0200 nulm..flP.acket
Swine Production Farm Patemial Odor Sources and Remedies, EBAE F -
Swine Production Facility Manure Nlanam ceenC Pit Rech-- argeLagoon Tirea:m.anC EEEAE 128-88
Swine P ocuction Facility Manure Management Underfloor Ruse —Lagoon Tfearmenb EBAE 129-88
Lagoon Doane amtl Management for Livestock Manure Treatment and Storage; EBAE fee as
Calibration of Manure and Wastewater Application Equipm mt; EBAE Fact Sheet
Controlling Canis from Swine Buildings; PIH-33'
Environmantal Assurang Program: NPPC Manual
Options or Managing Odor; a report from toe Swine Odor Task Force
Nuisance .,tin erns in Animal Manure Management Odors and Flies; PRG107, 199E Conferencec Pr_ ee6ngs
,.amble Fram:
NCSU-County Extension Center
NCSU-EAE
NCSU-SAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-sw'me Extension,
NC Park Produces Assoc
NCSU Agri Communioadans
Florida Cooperative E uuxjon
The issues C:-lecked ( ) perain to this operation. The anco-:rnadintegrator agrees tc. use sound judgment in applying
odor control measures as pracicaL-
certi; ..i the aforementioned odor control Best Managment ?stripes have been reviewed with me.
'4� -J/,- Tom F�
(Landowner cigna:ura)

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source
Cause
BM11P'5 t.`. Minimize Od.,
Site Specific Practices
ILicui. cystemsl
Flush Guners
Accumulation bf solids
o� n s'ysram is designed and opeR[ed
dm` randy to remove eoppmwaad
soilds from guars as designed.
11 Remove bridging of accumulated elids at
discharge
Lagoons and Rts
Crusted Solids
Maintain le goons, sealing basins ana
pits where pest breeding is appam,ttp
-
mnu , Ica the cniseng of solids to a dart,
Of no m re than 6-8 inches Duel mare man
3C96 of surface.
£xeessive Vegetative
Decaw;ng vegetadon
GFo ,n
Malnt .
'^ vegetative cmtml along banks of
lagcens and .,he, impoundments to pavent
crulabon of decaying vegetative'pear
along eater's edge on impoundmen['s perimeter.
(Dry GYs:amsl
Feeders
Feed 5 Ile
_ oparats antl maimain feed syszms (e.g.,
our. _,s and tmugirsl to mmrmr<e i,a arc. Wanon
of a_.a Ying wa :a5e.
(1 Clean up spiilage on a routine "I's (e.9. 7-10 day
rrf._rva cu 1^g s 'mar: 1Ed0 day in._rvel dun— wrerod
Fee. rage Accumulafiens pf feed rash
Animal Holding Areas AccumWad.os of an weal wastes
and feed wastage
ArViIC—Neu=mCer 11, 1995
11 nee�ce moisture accumulation within ac of and
mrcr, ciata perimeter of feed storage sees by
lr` _ring drainage away from sit• andl.r ,m djn,
adeccete containment 1e.9, rovered Sin'ar
brewer's grain and similar hie, noismr _grain
pr.du cal.
(1 Insceca r and remove or bra o..cmulatad
n socs .n filter snips around fee wage as needed.
l l clrmv.ate low Or.. mat trap mors.u.e alang lar
and c.rer locations where waste a-umulates and
and um d. nce by animal, is mal inim.
1 1 Main; Sin fange r ws and filter s,rips around animal
hoicing ar.as to minimize acrarrmt bona of wastes
fr sec, for and remove or br-a: ep-Cbcmulead
soncs _s. nee.,edl.

-.y Manure Hadoling Accumulations of animal wastes O Remava spills
systems ge on a routine basis le.g. 7-10 day
n._rvd during summer; 15- 30 days Interval dun,
wimal) wham manure is [aided for land epplkadon
or disposal.
l l Fr,` de far edeQuetn drainage arouM manure stockpiles.
1) Insp<a; for and remove ar break up accumulamd wastes
in filter stripes around stockpiles and manure handling
s as needed.
The issues checked () pertain TO this Operation. The landownerintegrator agrees to use sound judgment in applying
insect control measures as practical -
I certify the aforementioned insect. control Best Management Practices have been reviewed with me.
70 F r
tuanuQwner Signature)
Far more Info madan contact the Cooperative Extension Service, Deparcnen: of entomology, Rae 7513, Npeh Carolina State University, Raleigh, NC
27 595-7513.
AVIC-November 11, 19e5

—TDM #5 ODOR MANAGEMENT PLAN -
TDM #5
AWS820271
Box300
Newton Grove, N.C. 28366
Farm is located approximately 4 miles South of Newton Grove on Hwy. 13. Farm is
behind the Westbrook Community Center.
Plan prepared by:
Doug Niemond
Box300
Newton Grove, N.C. 28366
910-594-0219

wura Cause
Minimize Oaar
Siie Specific Practices
Farmstead Swr a pbouuon
�-' =asrve or woodetl buffers,
i _cr entled beat management
prac_c s:
Pnimal bpdy surtacas
bitty manure-ecv_re > a animals
aors
Fioor sc rzc_s
'Net manurvcaven_d floors
1'✓/ icoec
floors;
M Vdate rs located o er slotted floors;
at high end of solid Floors;
f 1 S... ap- manwa buildup fmm floors;
Yenolednn 1nr drying
Manure rolleccion pits
Urine
-"'C-znc
a removal by flusFait
Parital micorbial aemm
reo'.ar rape
poziiion
(I'Jrdedloor ventilation
Ventilaticn =_ a . tans
Volatile SFam
(1 mar. .-ain:e nce
Dust
!) ==1 sm air movement
moor s..racas
Gust
.. asr„ wn between groups of animals _
Flush allays
n[ a -hare paints
lift s'a tic cs
Oucsi—
or junc:icc b ses
Entl a —perm
bag--
Agita[ian cr n:cycied lagoon
liquid whiias tanks are filling
w6¢apon tlming wastewater
nveYenznn
Agna o ..•efded lagoon
Quid while oils an fJling
Agrtanon zar,v 11.1p tank filling
and drawoown
Agt[apon during was, water
sari veyaaca
Ar,lv,rn d nng was[ewa[el
Volatile yxs=r..isstans
Awn.nl c
sp n21er. <e High
i ", ,,.e t
IIIIIIIAlill
(1 >rmnv_s,
(i r___fa' _ savers:
__-very downspout extends Is
1 ;..-._nr..an _ oe ra
11 o..:_-c fiil Il nes tp near bone, of
with anti-siphan van¢
flush with underilocr
O - __rc facnarai Lnes—air bona, at
pi w ,n anrreip'npn vents -
tank coves
( ) Sox ,vats
1 1 cz_.-d discharge paint of pipes
uncenea[h lagoen liquid level
' ' - iaSacn liquid capacity
(t .. _. -_, la5aon s.arup pmcedurs
I) :1i.--_m surface area-ro-velum• ratio
agitation when Pumping
11 Idso- me i a ration
_-= — `—lnGlc.I additives
" _ t a .n dry days with libs or P. an.._
_m._ om endetl ti operaon pressure
n,_a_ htar l,g.on G Qui d su^ace 1 _ ocm second-s c - on

I j3 M :4
or das�d Partial m¢, Dial loading
eerfaea Mixing filing while- itllaval
o fl _ _vers
Agration w'nan emptying f l Gas n .,pd.ca mars of solids
f) F.-n Siplogical additives or cxiIanps
Set'. ==sin sar�ace
Partial m .Diet dec mpos[
11 E .end tiro under. a;hlpuid
Mixing w fill^P�Pappdets
le ei
Agitationnwhen smPryiog
t 1 FemOve settled solids ragmady
or siaaga
A9i1-o-d "ar, spreading
(1 sail injecdph of slurry/sludges
spreader amitz,
Volatile gas emissions
O Wash residual manure from
spreader after use
(1 Proven tiiplogical additives or oxide.[.
raa manure, slurry
Volarile Bas emissions while drying
-1 'oaw
or aga an •iaid :prtaaea
OSoil infacnon of slur
ry/sludges
(1 soil mmorporedan whnm <a ndvrs
O Spread in thin Uniform layers for rapid drying
(1 Proven biological additives
or adds.[.
Dead animal disacsai Carcass decomposition
pits
Incomplete
1K r �e isposi ., of —"."a
."a
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Swine R'adm:ion Farm Po[an[ial Oaor Soures and Remedies, EBAE Fact Shaer NCS'd-County Eetensian Center
Swine P:acvcc rid Fa ailhy Manure Ntanacemeno Pit Reenar — NCSU-BAE
Swine P 5e--Lagoa. on 7rsa,.n,; E 128-38 NCS•d-RAE
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Envuonn_mal Also'oc Program: NP c Manual NCSU-Sw ne Extension
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Nuisanc_ Csnc_rns In Animal Manure Management: odors and Flies: P.RC „i, 1998 Con- rene Pro ec NCSU Agri Communi,ps s
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OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the landis dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
.period,. 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
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800pounds per acre of10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or combination of
these practices. This should be done at least once a year and
possibly twicein 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
the 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 conditionof pipes

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

Identified problems should be corrected. promptly. It is advisable to inspect your system
during or immediately 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 afterthe 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 inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion. -
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining. or bank slopes.
3. Drainpipes into the lagoon should have -a flexible pipe extender on the
end of the; pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining. _
4. When possible, begin loading new lagoons in the spring to maximize
bacteria] establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain aperiodic check on the lagoon liquid pH. If the pH falls below
7.0, add. agricultural lime at the rate of 1 pound per ? J00 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7.. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
Optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well

Practice water conservation -minimize building water usage and
spillage from leaking waterers,broken pipes and wa,hdown 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
thefull temporary storage level. -
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the latesummer/early fall to provide maximum lagoon
storage for the winter. The lagoon liquid level should never. be closer than 1 foot to the lowest
point. of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
.Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to. be terminated, the owner is responsible for
obtaining and implementinga closure plan to eliminate the possibility of a
Pollutant discharge.
Sludge. Removal:
Rate of lagoon sludge buildup can be reduced by:

properaagoon 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 long term will:
have more: nutrients,
have more odor, and -
require more land to properly use the nutrients.
Removal techniques:
Hire 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 draglineor sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
.stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible,
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The appl ication 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.

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

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter. - -
You should be aware that. operating the system differently than assumed in the
design will alter the application rate, diameter of coverage,. and subsequently the
application uniformity. for example, operating the -system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the.application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
- guns„ sprinklers should be located along transect perpendicular to the direction of
pull. Set out collection containers25 feet apart along the transect on both sides of
the gun cart. You should compute the average application rate for ail
nonuniformity of the application. On awindless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
`Reprinted for Certification training for Operations of Animal Waste Management Systems Manua!