540004_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 Mlit
Facility Currently covered by an Expiring Sate Non-Discharge ritsfor General Pe
PWaste Management Systems will
On September 30, 2019, the North Carolina State Non-Discharge Gen erate applications
expire. As required by these permits, facilities that have been issued prior toCertificates of
expiration date.oTherefortee, all ppl State
p for renewal at least 180 days p
Non-Discharge General Permits must apply
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 flee Permittee AWSS_40004
Certificate Of Coverage Number:
1. Farm Number: 54-0004
2. Facility Name: Th P�t C llier Holdim�--LL.0
3. Landowner's Name(same as on the Waste Manage
ment Plan): �--
4. Landowner's Mailing Address: PO B x 65 Zip: 28572- 265
State: NC
City: Pink Hill
Telephone Number: 252-568-4204 E-mail:
aterin W
5. Facility's Physical Address: 1433 PoRd Zip; 28572
State: NC
City: Pink Hill
6. County
where Facility is located: Lenoir
7. Farm Manager's Name(if different from Landowner):
RaCollier
g Farm Manager's telephone number(include area code):
252-568-42Q4 Ext,
9. Integrator's Name(if there is not an Integrator,write"None"): Phone No.: 91 -922-3556 OIC#: 17676
10. Operator Name(OIC): Dann4 R. r
aa
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Operations Type Allowable Count
Current Permit: 20,009
Swine-Feeder to Finish
O.e anon TI Ies: Other Tvnes
Cattle Dry Poultry Horses-Horses
Swine Non Laying Chickens
Dairy Calf Horses-Other
Wean to Finish Dairy Heifer Laying Chickens Sheep-Sheep
Wean to Feeder Milk Cow Pullets Sheep-Other Farrow to Finish Dry Cow Turkeys
Feeder to Finish Turkey Pullet
Farrow to Wean Beef Stocker Calf
Beef Feeder
Farrow to Feeder Wet Pouet-
Boar/Stud Beef Broad Cow
Other Non Laying Pullet
Gilts Layers
Other

r
13. Waste Treatment and Storage Lagoons (Verify the f
corrections and provide missing data.) ollowing information is accurate and complete. Make all necessary
Structure
Estimated Liner Type
Date Estimated
Name (Clay,Synthetic, Design Freeboard
Built Unknown) Capacity Surface Area "Redline"
1141 PHS 1 (Cubic Feet) (Square Feet) (Inches)
t " I• PHS 2 ,Z
~ 37,026.00 4,
� �` a PHS 3
3 46,609.00 9
PHS 4 4 5 101,930.00 11
1 PHT 1
PI C HT2 , 6 L 54,886.00 19.00
l/ 7 0 90,169.00
A �O 68,825.00
19.00
Mail one (1) copy of the Certified Animal Waste
as required by NC General Management Plan
Statutes 143-215.10C(d)to the address below.
(CAWMp) with this completed and signed application
The CAWIVMV must include the following components:
1• The motet Waste Utilization Plan(WUp) signed b� the owner and a certified technical s)eciallst,containing:
a. The method by which waste is applied to the disposal fields e.
h• A map of every field used for land application(for example: e-gairrigation,
ram n,,)injection,etc.)
C. The soil series present on every land application field
d. The crops grown on every land application field
e• The Realistic Yield Expectation The (RYE)for every crop shown in the WUp
f. 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.
complete. Also provide any site evaluations, wetland determinations,)or hazard ease be classifications that may
is accurate and
Your facility.
ur
8. Operation and Maintenance Plan y be applicable to
If your CAWMp includes any components not shown on this list, please include the additional components(erg•composting,digesters,waste transfers,etc.)
P is with your submittal.
As a second option to mailing paper copies of the application Package,application and all the CAWMp items above to: [e-mail]
p g , you can scan and email one signed copy of the
MAR 2 9 2019

me and is accurate and complete to the best of my knowledge. I understand that,
application has been reviewed by supporting
information and attachments are not
I attest that this app
if all required parts of this application are not completed and that if all require supp
included,this application package will be returned to me as incomplete. 1 makes any false statement,
person who knowingly 18 U.S.C.
a lication may be subject to civil penalties up to $25,000 per violation.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6 ° any imprisonment of not more than 5 years, or both for
representation, or certification in any application
of not more than $10,000 or imp
Section 1001 provides a punishment by
a similar offense.) sign. If Landowner is a
Printed Name of Signing Official (Landowner, or if multiple a d wners all landowners should
corporation si nature should be by a principal executive officer of the corporation): ,
Title:
Name:
Date:
Signature:
Title:
Name: _ _ - -
Date:
Signature: _—
Title: --
Name: _ - --.�- -------- - Date:
--
Signature: _ -- - -- - - -- - - --- -- -- -
—_ ----
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@ncdenr.g0v
FORM: RENEWAL-STATE GENERAL 02/2019

ROY COOPER
dovnrnor � � �-
K41CHAEL&REGAN
Secrerary
LINDA CULPEPPE1t p
Director NORTH CAROLINA MAR 2 9;����
EnWmnmenral Quality
Collier Holding LLC February 27,201 C`
The Pig Ranch muonm ad K
PO Box 265
Pink Hill,NC 28572-0265
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
which expire on September 30, 2019. Copies of the new Waste Operation State Non-Discharge General Permits,
athu s://de .nc. ov/abou divisions/water-resources/water- vajil »al ter operrsatiion cState�Non-Discharge General Permits
ermits are available
Y g or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to sure •our c ntinued ver a unde
rmit covers e o the Division Encl sed o 11 he Stat 'Non-Discharue General Pe 'ts vo must u mit
Er irirt State Non-Dischaz a will d a uest for Certificate of Covers a Facilit Currenil� C vlredion for
eneral Permit. The a tic tion fo an
Please note that you must include one 1 mus m letecf i ned and returne br
com leted nd si ned a lication f rm. ° of the Certified Anim �Lril 3 2019
Wa to Mana cement Plan CAWMP plicate A list f ite included in the CAWMP can be found o with the
a e 2 of the renewal
Failure to request renewal of your coverage under a general permit within the time
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS
result in assessments of civil penalties of up to$25n per day. 143-215.1 and could
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
lease feel
eel
Sincerely,
Jon Risgaard,Section Chief
Enclosures Animal Feeding Operations and Groundwater Section
cc(w/o enclosures
Washineton Regional Office,Water Quality Regional Operations Section
Lenoir County Soil and Water Conservation District
AFOG Section Central Files-AWS54 004
�� %nhCefo$nsrE,artanentofE'r eftaf m
512 N_Se6sb#.n:vt.I Me Ma,as, a Center�lR DiMsion of Water Resources
919-7079DOD
NOF1h Carolina 27699.1636

t.
Nutrient Management Plan For Animal Waste Utilization
09-07-2016
This plan has been prepared for:
This plan has been developed by:
Tlrc Pig Ranch (34_-l)
Ronnie G. Kennedy,lr.
Collier•Hollirr�Qs LLC
.4gr•irrrenl Services. fire..
P.v. Box CGS
PO Bar 1096
fink Hill, NC 285 72
13etrlarillc�. ArC_'cS?!o"
r
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agi-een;ena
I(we)understand and agree to the specifications and the operation and :maintenance
Procedures established in this nutrient in plan which includes an animal
waste utilization plan for the farm named above.I have read and understand the
Required Specifications concerning animal tivaste management that are included with
this lan.:
Si natu -/�
�. (owner)
Date
Signature(manager or producer)
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Specialist Signature
Date
907175 Database Version 4.I '- - - - --
Date Printed: 09-07-2016 Cover Page I

Nutrients appliecd in accordance with this Plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 18,548,340 gals/year by a 20,009
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately I80 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
33434.
h.1corp. rated 40120
Injected
40120
Irrigated
33434
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied (Gallons) Deficit(Gallons)
Year 1 33,434 38616 -5,182 21,423,532
Year 33,434 40835 -2,875,192
-7,401 22,654,348 -4,106,008
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.
907175 Database Version 4.1
Date Printed: 09-07-2016 Source Page 1 of 1

Narrative
8/24/2015
Made field and crop updates and corrections to plan dated 4-8-2013.
4/8/2013
REVISED ADDENDUM TO WASTE UTILIZATION PLAN:
FACILITY NUMBER 54-4 .
FARM NAME:The Pig Ranch
OWNER NAME: Collier Holdings LLC
DESIGN CAPACITY .20009 Feeder to finish
FOR SIMPLICITY T1I1S.WASTE PLAN IS A REPLICA REVISION OF THE PERMANENT PLAN
CREATED FOR TI11S FARM ON 9/24/97 BY TECHNICAL SPECIALIST Gerald Simmons then OF
THE NRCS Kinston Field OFFICE the only thing that has changed is some field types to correspond
with the new soil survey and some tract and field numbers due to FSA farm map changes Tract 1749
Field 1, and Tract 1753 field 30 represents 55 acres of land available for application at the owners
discretion to be in Bermuda Pasture and Small Grain Overseed.
THIS OPERATION.WAS ORIGIlVALLY CERTIFIED AS A.COIvIBINATION SWINE FARM TO BE
A 9000 FEE DER.TO FINISH OPERATION AN.D.A 2900 FARROW TO FEEDER.SOW RARM WITH
A.TOTAL:STEAD i�STATE LIVE WEIGHT OF, ;78;800 LBS..
OF TI118 NARRATIVE Collier Holdings LL,C.:WOITLD LIKE TO CONVER> 9000 FEEDER
TQ FINISI/29.Oa FARROVIj TO FEEDER COMBINATI TION.TO A 20009
ON SWINE FARM;OPERA
FEEDER TO FINISH OPERATION WInCH COMPRISES THE:IVEW FOLLOWING BREAKDOWN.
9000.FEET3ER TO FINISH*.135 LBS PERIHEAD=12I5000 LB'S SSLW.
2900 FARROW T.O FEEDER *. 22LBS PERIHEAD=. 1.51380.0'LBS.SSLW'
TOTAL.SSL..W.=2,.728,800'I;BS :
THERE IS ADEQUATE:STORAGE.IN LAGOONS TO ACCOM1b10DAT E THIS CONVERSION:'
NO.WASTE SHOULD BE APPLIED TO A CROP THAT DOES NOT HAVE A REALISTIC YIELD ,
FOR THE USAGE-OF IRRIGATED, WASTE, EXCEPT.FOR PREPLANT:ALL FIELDS
MUST MEET MONITORING AND`REPORTING REQUIREMENTS WHEN.USED. Collier Holdiri
LLC PLANS TO APPLY SWINE WASTE IN ACCORDANCE WITH HIS SPECIFIC WASTE gs
ANALYSIS NOT TO EXCEED THE AGRONOMIC OR HYDRAULIC LOADING OF THE SOILS
AND CROPS.
907175 Database Version 4.1 Date Printed: 09-07-2016 ------------------
Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where avai lab le.
Planned Crops Summary
Total Useable. Leaching
Tract Field Acres Acres Index(LI). Soil Series
Crop Sequence RYE
1749 1v2HW .123.71 31.00 N/A Pocalla
Small.Grain Overseed
1.0 Tons
Hybrid Be r nudagrass Pasture. 5:0 Tons
1749 Pull:1 10,79 6.7F N/A Pocalla."
Small Grain Overseed
1;0.Tons
Hybrid Bermudagrass Pasture 5.0 Tons
1749 Pull10 31.50 3.81
N/A Blantoc. Small Grain Overseed
1.0 Tons
Hybrid Bennudagrass Pasture 4.5 Tons
1749 Pull II 31.50 3.08 N/A Blanton
Small Grain Overseed 1.0 Tons
Hybrid Bennudagrass Pasture
4-5 Ton
1749 Pull.1.2 s
31.50 2.26 N/A Blanton
Small Grain Overseed 1.0 Tons
Hybrid Bennudagrass Pasture. 4.�Tons.
1749 Pull 13 31..50 4 47 N/A B Ivi.tgii Sn19ll.Grain 0verseeri
1.0 To
Hybrid Bermudagiass Pa1.sture 4.5 Tons
1749 Pull.14 31,50 r•,4.44 N/A Blantoi
.
Small Grain Overseed: l,0 Tons
I749 PiillI'S. 9..
Hybrid BermndagraSs Pasture. 4.5 Tons
6 4 24 N/A Pocalla`
Corn,Gram.
75 btt:
Wheat;Grain';'
3a.b.u.
Soulieans Maiiiired Double Crop 25 btt:
1749 Pull16 9.6,E ?,61 N/A Pocalla
Corn,Gram
75 bu.
Wheat,Grain 35:bu.
Soybeans Maniired Double
1749 Pull17 9.67 5;38 N/A Pocalla
Corn,Grain
.75 bu:
Wheat,Grain
35 bu. ..
Soybeans,Manured,Double Crop
1749 Pull 18 9.67 5.40 25 bu.
N/A Pocalla Corn,Grain
75 bu.
Wheat,Grain
35 bu.
Soybeans,Manured,Double Crop 25 bu.
1749 Pill[2 10.79 3.74 N/A Pocalla
Small Grain Overseed 1.0 Tons
]749 Pull 28 20.38
Hybrid Bernrudagrass Pasture 5.0'tons
1.
62 N/A Pocalla Corn,Grain
75 bu.
Wheat,Grain
35 bu.
Soybeans,Manured,Double Crop
25 bu.
907175 Database Version 4.1 Date Printed 9/7/2016
NOTE: Symbol * means user entered data. PCs Page I of 4

Planned Crops Sununary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
1749 Pull 29 20.38 4.98 N/A Pocalla Corn,Grain 75 bu.
Wheat,Grain 35 bu.
Soybeans,Manured,Double Crop 25 bu.
1749 Pull 3 14.53 4.24 N/A Pocalla Corn,Grain 75 bu.
Wheat,Grain 35 bu:
Soybeans,Manured,Double Crop 25 bu.
1749 Pull 30 20.38 4.93 N/A Pocalla Com,Grain 75 but
Wheat,Grain 35 bu.
Soybeans,Manured,Double Crop 25 bu.
1749 Pull 31 20.38 5.66 N/A Pocalla Corn,Grain 75 bu.
Wheat,Grain 35 bu.
Soybeans;Manured,Double Crop 25 bu.
1749 Pull 3.2. 20.38 5.58 N/A. Pocalla Corn;Grain 75 bu.
Wheat,Grain 35 bu.
Soybeans,Manured Double Crop 25 bu
1749 Pull . 6:23 L6 :N/A Blanton` Small Gram Overseed 1:0 Tons
_. Hybrid Bermudagrass P.asture 4.5 Tons
1749 Pull 5 .6.23 1.52 N/A Blanton Small Gram Overseed 1..0 Tons
Hybrid Bermudagrass Pasture 4:5 Tons
1749 Pull .: 3..99. i 26 N/A '. ,Blanton: Small Gram Overseed
1.0 Tons
Hybrid'Berm.
udagrass Pasture 4:5 Tons
:
1:749 Piill 7 31 Sq 2:15 . `N/A Blanton Small.Gram Overseed I;Q Tons
Hybri&Bermudagrass Pasture 4:5 Tons
1749 Pu118 �l i50 3.36 NIA Blanton small Grain O.verseed 1:0 Tons
Hybrid Bermudagrass'Pasture. 4:5 Tons
1749 Pull 9 31..50 1.77 N/A Blanton Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 4.5 Tons
1753 CPI 28.08 19.51 N/A Pocalla Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.0 Tons
1753 F12HW 16.29 8.08 N/A Lakeland Corn,Grain 55 bu.
Wheat,Grain 35 bu.
Soybeans,Manured,Double Crop 18 bu.
1753 F13HW 15.31 2.45 N/A Stallings Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
]753 F15-16HW 22.271 2.30 N/A Pocalla Small Grain Overseed 1.0 Tons
907175 Database Version 4.1 Date Printed 9/7/2016
PCS Page 2 of 4
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series
Crop Sequence RYE
1753 F17HW 16.52 12.39 Hybrid Bermudagrass Pasture
N/A Blanton 5.0 Tons
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
1753 F18719HW 1:86 1:16 N/A Pocalla 4.5 Tons:
Small Grain Overseed
I.0 Tons
1753 F1HW Hybrid Bermudagrass Pasture
6;54 3:27 N/A Pocalla 5.0 Tons
Corn;Grain
75'bu.
Wheat,Grain
35 bu.
1753 Soybeans,Manured,Double Crop F2HW 16.24 12.18 N/A Pocalla 25 bu.
Corn,Grain
75 bu.
Wheat,Grain
35 bu.
beans,Manured,Double Crop
1753 Pull 19 15,31 5.15 N/A Stallings Soy 25 bu.
Corn,Grain
110 bu.
Wheat,Grain
50 bu.
Soybeans Manured,Double Crop .
1753 Pii1120' 15.:31 3 78 3V/A Stallings
Corn;Grain
32 bu.
.. ..
1
,. 10 bu. .
Wheat Gram
50 bu
1753 Pull Soybeans Manured Double Crap.
25.0$ 4.08
N/A .Pocalla
Sma1l.Grain Overseed '
].0 Tons
1753 P41122; 25.08 . . 4:31 N/A .; Poe a{]a
Hybrid Bermudagrass Pasture
' Small Gram:Overseed
' •• 50 Tgns.
" • ' ' l.p Tons. . ..
1753: Pull 23 Hybr' Bermudagrass Pasture
25:08 3 94
NIA Pocalla
S.O Tons
Small:Grain.Overseed
Tons
1.753 PuIP24 Hybrid Bermudagrass pas
250$ 5.71 N/A Pocalla 5.0 Tons.
Small firain.Overseed
1:0 Ton's
1753 Pull 2S Hybrid 8ermudagr6s Pasture
25.08 4.78 N/A Pocalla 5.0.Tons
Small Grain Overseed
1:O Tons
1753 pull 26 Hybrid Bermudagrass Pasture
25.08 4.39 N/A Pocalla 5.0 Tons
Small Grain Overseed
1.0 Tons
]753 Pull 27 16.29 5.52 N/A Lakeland Hybrid Bermudagrass Pasture 5.0 Tons
Corn,Grain
55 bu.
Wheat,Grain
35 bu.
PLAN TOTALS: 889.25 218.90 Soybeans,Manured,Double Crop
18 bu.
907175 Database Version 4.1
Date Printed 9/7/2016
NOTE: Symbol *means user entered data.
PCS Page 3 of 4

LI Potential Leaching Technical.Guidance
<2 Low potential to contribute to soluble (None
nutrient leaching below the root zone.
>—2& Moderate potential to contribute to Nutrient Management(590)should be planned.
�—10 soluble nutrient leaching below the root
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(340)to scavenge nutrients,Sod-Based.Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393).and
Riparian Forest Buffers(391).
907175 Database Version 4.1 Date Printed 9/7/2016
PCS Page 4 of 4
NOTE: Symbol *means user entered data.

The Waste Utilization table shown below sunimarizes::the waste utilization p 6h for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced The'plan requires cansid:eration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptalce.
This table provides an estimate of the amount,of nitrogen required by#he,crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previoustcrops An estimate of th.e quantity of solid and liquid'waste that will be applied on each field in
order to supply the indicated quantity of nitrogen.from each source is also:included. A balance of the total manure.produced and the total manure applied is
included in the table to ensure that the plan adegi ately.provides for tile,utilization of the i�ianure generated by the operation:
Waste Utilization Table Year l
Nitrogen Comm. Res: Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA . ManureA Manure Manure Manure
Nutrient Nutrient Nutrient .pplied Applied Applied Applied
Req'd Applied Applied .(acre) (acre) (Field) (Field)
(lbs/A) (Ibs/A) (lbs/A)
Source Total Use Applic. ApP�c•. 1000
Tract Field ID Soil Series Acres Acres Crop ' ..,RYE Period N N N Method N gal/A Tons 1000 gals tons
1749 1-32HW S7 Pocalla 123.71 31.00 Small Grain Overseed. 1:0 Togs 10/1-3/31 50 0 0 lrri�.
^_ b 50 .27.74 0.00 859.91 0.00
1.749 I-32HW S7 Pocalla 123.71 31.00 Hybrid Bermudagiass Pasture 5.0 Tons. 3/1-9/30 184 0 0 Irrig,5 184 102.08 0.00 3,164.46 0.00
1749 Pull I S7 Pocalla 10.79 6.71 Small Graiti Overseed 1.:0 s 10/1-3/31 50 0 0 Irrig. 50 27.741 0.00 186.13 0.00
1749 Pull 1 S7 Pocalla 10.79 6.71 Hybrid Bermudagrass Pasture 5.0 TQns 3/1-9/30 184 0 0 Irrig. 184 102.08 0.00 684.95 0.00
1749 Pull 10 S7 Blanton 31.50 3.81 Small dram Oversee'd�'_ 1:0 Tons 10/1-3/31 50 0 0 Inig. 50 27.74 0.00 105.69 0.00
1749 Pull 10 S7 Blanton 31.50 3.81 Hybrid Bermudagrass.Pasture 4.5:Tons M-9/30 161 0 0 Irrig: 161 89.32 0.00 340.31 0.00
1749 Pull II S7 Blanton 31.50 3.08SmallGrainO.verseed 1:QTons 1011-3/31 50 0 0 Irrig,
b 50 27.74 0.00 85.44 0.00
1749 Pull 11 S7 Blanton 31.50 3.08 Hybrid Bermudagrass Pasture 4.5 Tons 3/1-9/30 161 0 0 Irrig. 161 89.32 0.00 275.10 0.00
1749 Pull 12 S7 Blanton 31.50 2.26 Small Grain Overseed l:.Q Tons 10/1-3/31 50 0 0 .1 Irrig. 50 27.74 0.00 62.69 0.00
1749 Pull 12 S7 Blanton 31.50 2.26 Hybrid Beimudagrass Pasture 4.5 Tons 3/1-9/30 161 0 0 Irrig. 161 89.32 0.001 201.86 0.00
1749 Pull 13 S7 Blanton 31.50 4.47 Smalf Grain Overseed 1.0 Tons 10/1-3/31 50 0 7. 0 Brig. SO 27.74 0.00 123.99 0.00
1749 Pull 13 S7 Blanton 31.50 4.47 Hybrid Bernaudagrass Pasture 4.5'Tons. 31.1-9/30 161 0 0 Irrig. 161 89.32 0.00 399.26 0.00
1749 Pull 14 S7 Blanton 31.50 4.44 Small Grain:Oberseed 1,0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 123.16 0.00
1749 Pull 14 S7 Blanton 31.50 4.44 Hybrid Bermudagrass°Pasture 4.5 Torts 3/1-9/30 161 0 0 Irrig. ldi 89.32 0.00 396.58 0.00
1749 Pull 15 S7 Pocalla 9.62 4.24 Corn,Gratis 75 bti, l 2/15-6/30 92 0 20 Irrig. 72 39.94 0.00 169.36 0.00
1749 Pull 15 S7 Pocalla 9.621 4.24 Wheat Grain 35 liu. 9/1-4/30 81 0 0 Irrig, 41 22.47 0.00 95.27 0.00
907175 Database Version 4.1 Date Printed:`9/7/20:16 WUT Page 1 of 9

Waste Utilization Table
Year i
T
Res, Manure Liquid Solid Liquid Solid
(Ibs/A) PA 'ManureA Manure Manure Manure
Nutrient pplied Applied Applied Applied r
Applied (acre acred. ) ( ) (Field) (Field)
(lbs/A)
Source Total
Tract Field 1D Soil Series Acres Acres Crop RYE Period N Applic• 1000
N N Method N gal/A Tons 1000 gals tons
1749 Pull 16 S7 Pocalla 9.62 2.61 Corn,Grain 7S b❑ 2/:15-6l30 92 0 .20. Irrig. 72
39.94 0.00 104.25 0.00
1749 Pull 16 S7 Pocalla 9.62 2.61 Wheat Grain. 35 bu 'I 9./1-4/30 81 p 0 Irrig..5
.. 41 22.47 0.00 58.64 0.00
1749 Pull 17 S7 Pocalla 9.67 5.38 Com;Graii 75 bu ,2/15 6/30 92 0 20. Irri 72
g• 39.94 0.00 214.90 0.00
1749 Pull 17 S7 Pocalla 9.67 5.38 Wheat Grain 35 bii 9/1-4/30 81 0 0 Irrig: 41 22.47 0.00 120.88 0.00
1749 Pull 18 S7 Pocalla 9.67 5.40 Com;Gram 75.bu 2/15-6/30 92 0 20: lrri 72
g• 39.94 0.00 215.70 0.00
1749 Pull 18 S7 Pocalla 9.67 5.40 Wheat Grain 3S bu. 9/1-4/30 81 0 0
77777
Irrig. 41 22.47 0.00 121.33 0.00
1749 Pull S7 Pocalla 10.79 3.74 Small Grain Overseed 10/1-3l31 50 0 0
g:
Irri 50 27.74 0.00 103.74 0.00
1749 Pull 2 S7 Pocalla 10.79 3.74 Hybrid Beritiudagrass Pasture 5.0.Tong : 3/1-9/30 184 0 0 Irri
g.: 184 102.08 0.00 381.78 0.00
1749 Pull 28 S7 Pocalla 20.38 1.62 Corn,-Gram.
75 bu. 2/15-6/30 92 0 20 Irrig. 72 39.94 0.00 64.71
0.00
1749 Pull 28 dS7PocalJa 20.38 1.62 Wheat Graiii35 bu 9/1 4/30 81 0 0 Irrib.5 41 22.47 0.00 36.40 0.00
1749 Pull 29 Pocalla 20.38 4.98 Corngram: 75 bu 2/15-6/30. 92 0 20 brig. 72 39.94 0:00 198.92 0.00
1749 Pull 29 Pocalla 20.38 4.98 Wheat,Grain 35:bu 9/:1-4/30 81 0
0 Irrig. 41 22.47 0.00 111.89 0.00
1749 Pull 3 S7 Pocalla 14.53 4.24 Corn,Grain 2/15-6/30 92 0 20 Irrig,
72 39.94 0.00 169.36 0.00
1749 Pull 3 S7 Pocalla 14.53 4.24 Wheat,Grain 35 bit. 9/I-4/30 81 0 g
0 Irri 41 22.47 0.00 95.27 0.00
1749 Pull 30 S7 Pocalla 20.38 4.93 Com;Grain 7:5 bu L 2115-6/30 92 0 20 Irrig.
72 39.94 0.00 196.92 0.00
1749 Pull 30 S7 Pocalla 20.38 4.93 Wheat,Grain 3'5:bu 9/1-4/30 81 0 0 Irri.
b 41 22.47 0.0r22
0.00
1749 Pull 31 S7 Pocalla 20.38 5.66 Corn,GCam.., 75'bu, 2/15-6/30 92 0 20 Irrig., 72
39.94 0.0 0.00
1749 Pull 31 S7 Pocalla 20.38 5.66 Wlieat,Grain 35 bu: 9/1 4/30 81 0 0 Irrig.
b 41 22.47 0.0 0.00
1749 Pull 32 S7 Pocalla 20.38 5.58 Corn,Gram .
75 bu. 2/15-6/30 92 0 20 Irrig, 72 39.94 0.00 222.89 0.00
1749 Pull 32 S7 Pocalla 20.38 5.58 Wheat;Grain 35 bu:, 9/1-4/30 81 0 0 Irri 41
g 22.47 0.00 125.37 0.00
1749 Pull 4 S7 Blanton 6.23 1.69 Small Gram Oversee- 1.0 Tons 10/1-3/31 10 0 0 Irrig. SO 27.74 0.00 46.88 0.00
1749 Pull 4 S7 Blanton 6.23 ]:69 Hybrid Bernludagrass Pasture :4.:5Tbns 3/1=9/30 161 0 0 Irrig. 161 89.32 0.00 150.95
0.00
907175 DatabaseVersion
.4.1 Date Printe :d 9/7/2016 WUT Page 2 of 9

Waste U' ,,ation 'fable
.. ..��. Year 1
Nitrogen Comm. Res. Manure Liquid Solid Li
pq rn� Solid
Fen. (Ibs/A) PA 1vlanureA Manure Manure Manure
Nutrient Nutrient Nutrient. pplied Applied Applied Applied
Re<ld Applied Applied (acre) (acre)) (Field) (Field)
Source Total ( ) (Ibs/A) (Ibs/A)
Applic.
Tract Field ID Soil Series Acres Use Applic:., 1000
Acres Crop RYB Period N N N. Method N gal/A Tons 1000 gals tons
1749 Pull 5 S7 Blanton 6.23 1.52 Small Gram Overseed
110 Tons .10%1-3/31 50 0 0 ItTrg, 50 27.74 0.00 42.16 1749 Pulls S7 Blanton 0.00
6.23 1.52 Hybrid Bernludagrass'P.astrrre 4.5.Tons 3%1;-9/30 1G1 0
0 brig.. 161 89.32 0.00 135.77 U.OU
1749 Puli 6 S7 Blanton 3.99 1.26 Small Grain Ovetseed: .
1O.Torts 1Of1-3/3] 50 D 0 Irrig. 50 27.74 0.00 34.95
1749 Pull S7 Blanton 0.00
3.99 1.26 Hybrid Bermudagrass Pasture 43S Tons: 3/1-9/30 161 0 0 Irrig. 161
g 89.32 0.00 112.54 O.UD
1749 Pull 7 S7 Blanton 31.50 2.15 $ntallGrarit Overseed
1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 59,64 1749 Pull ? S7 Blanton 0.00
31.50 2.15 I l.ybrid Bernmdagrass Pasture 4.5 Tons :3/1-9/30 161 0 0 Irri-:
b 161 99.32 0.00 192.04 0.00
1749 Pull R S7 Blanton 31.50 3.36 Sniall Graut 0versecd
1.0Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 93.20 0.00
1749 Piill 8 S7 Blanton 31.50 3.36 Hybrid Bermuda�rass Pasture
4:S,Torts 3/1-9/30 161 0 0 Irrig. 161 9912 0.00 300.I1 D DD
1749 Pull 9 S7 Blanton 31.50 1.77 Small Graut Oaerseed
1.0:Tons 10%1-3/31 50 0 0 Irrig, 50 27.74 0.00 49.10 1749 Pull9 S7 Blanton 0.00
31.50 1.77 Hybrid BennirdaQrass Pasture 4 S Tons' 3/1-9/30 I61 0 0 Irrig.
161 89.32 0.00 158.10 0.00
1753 C'P1 S7 Pocalla 28.08 19.51 Sniall Grarn.Overseed
1.OToits 10/,l-3/31 50 0 0 Irrig. 50 27.74 0.00 541.19 1753 CPI S7 Pocalla 0.00
23.03 19.51 Cl}brid Bermndagrass Pasture 5.0 Tons .3/1-9/30 184 0 0 Irrig.
184 102.08 0.00 1,991.57 0.00
1753 F12HW S7 Lakeland
I6.29 8,08 Corn,Grarn 55'bu 2/15-6/30 69 0 20 Irrig. 49 27.18 0.00 219.65 1753 F12HW S7 Lakeland 0.00
16.29 8.08 Wheats.Grain 35,ki 9/1-4/30 85 0 0 Irrig.
43 23.58 0.00 190.51 0.00
1753 P13HW S7 Stallings 15.31 2.45 Sniall Gram Overseed
10-Tons 10/1-. 50 0 0 Irrig; 50 27.74 0.00 67.96
1753 F13HW S7 Stallings 0.00
15.31 2.45 Hybrid Bermudagrass Pasture 5 S Tons 3/1 9/30 l79 0 0
Irrig.. 179 99.31 0.00 243.30 0.00
1753 15-16[ll S7 Pocalla 22.27 2.30 Small Grain Oyerseed
1.0 Tons 10/1-3131 50 0 0 Irrig. 50 27.74 0.00 63,80
1753 '15-161-11 S7 Pocalla 0.00
22.27 2.30 Hybrid Beut>udagrass Pasture 5:0'Tons .3/1-9/30 184 0
0 Irrig. 184 102.08 0.00 234.78 0.00
1753 F17HW S7 Blanton 16.52 12.39 Sniall Gram Overseed
1 0 Tons -l0/1-3/31 50 0 0 li'rig. 50 .27.74 0.00 343.69 0.00
1753 F17HW S7 Blanton 16.52 12.39 Hybrid Berniudagrass Pasture 4 5 Tons 3I1-9130 161 0 0 Irrig. ]61 89.32 0.00 1,106.67
0.00
1753 -18-19W S7 Pocalla 1.86 1.16 81:11 Gram Qyerseed
1 0 Tons I0/1-3/31 50 0 0 Irrig. 0 0.00 0.00 0.00
` 0.00
1753 I8-19H S7 Pocalla 1.86 1.16 Hybrid Bermudagrass Parstiue
5.Uons .3/1,9/30 184 0 0 Irrig, 0 0.00 0.00 0.00
0.00
907175 Database Version 4.1 Date Pril ted 9/7/2016.
WUT Page 3 of 9

Waste Utilization Table Y.ear.1
Nitrogen Comm. Res:. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied. (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (Ibs/A)
Source Total Use. APPlie• Applic 1000
Tract Field ID Soil Series Acres Acres Crop RYE Pcriod N iN N Mcdvd N gal/A Tons 1000 gals tons
1753 F1HW S7 Pocalla 6.54 3.27 Corn,Grain: 95 bu. 2/.15-6/30 92 0 20 Irrig, 72 39.94 0.00 130_62 0.00
1753 F1HW S7 Pocalla 6.54 3.27 Wheat Grain 35 hu, :I 9/1-4/30 81 0 0 Brig. 41 22.47 0.00 73.47 0.00
1753 F2HW S7 Pocalla 16,24 12.18 Corn,brain 75 bu .. 2(15-6/30 92 0 20 brig, 7Z 39.94 0.00 486.52 0.00
1753 F2HW S7 Pocalla 16.24 12.18 Wheat,Grain 35 bu. 9/1-4/30 81 0 1) brig. 41 22.47 0.00 273.67 0.00
1753 Pull 19 S7 Stallings 15.31 5.15 Coin;Grain =1'10 bu: 2/15.-6/30 119 0 20 Irrig. 44 54.92 0.00 282.85 0.00
1753 Pull 19 S7 Stallings 15.31 5.15 Wheat. Grain: :50 bu.. .9tl-4/30 96 0 0 Irrig. 481 26.63 0.001 137:14 0.00
777-77-7-7
1753 Pull 20 S7 Stallings 15.31 3.73 Corn;Grain 1'10 bu.`. Z%15-6/30 119 0 20 Irrig 99 54.92 0.0{) 207,(,[ 0.00
1753 Pull 20 S7 Stallings 15.31 3.78 Wheat Grain 50 Uu.. 9l1=4/30 96 0 0 Irrig. 48 26.63 0.00 100.66 0.00
1753 Puli21 S7 Pocalla 25.08 4.08 Small Grain Overseed 1.0'Tofu 10/1-3/31 50 0 1) brig. 50 27.74 0.00 1 13.18 0.00
1753 Pull 21 S7 Pocalla 25.08 4.08 Hybrid Bermuda grass Pasture 5.0.Tons 3/1-9/30 184 0 0 Irrig. 184 102.08 0.00 416.48 0.00
1753 Pull 22 S7 Pocalla 25.08 4.31 Small Grain Overseed,.: 1.0 Tons 10/1-3/31 50 0 0 Irrig, 50 27.74 0.00 119.56 0.00
1753 Pull 22 S7 Pocalla 25.08 4.31 Hybrid B.ermgagrass Pasture - 5.O Tons .3/1-9/30 184 0 O Irrig. 184 102.08 0.00 439.96 0.00
1753 Pull23 S7 Pocalla 25.08 3.94 mall Grain.Overseed ' I.O.Torrs 10/1-3/31 50 0 0 Irrig. 5QJ 27.74 0.001 109.29 0.00
1753 Pull23 S7 Pocalla 25.08 3.94 Hybrid Berniudagiass Pasture 5:0-Tons 3/1-9/30 184 0 0 Irrig. 194 102.08 0.00 402.19 0.00
1753 Pull 24 S7 Pocalla 25.08 5.71 Small Grain:OVerseed 1.0 Tons 10/,1-3/31 50 0 0 Irrig. 0 0.00 0.00 0.00 0.00
1753 Pull 24 S7 Pocalla 25.08 5.71 Hybrid Bernaudagrass Pasture 5.0.Tons 3/1-9/30 184 0 0 Irrig, 0 0.00 0.00 0.00 0.00
1753 Pull 25 S7 Pocalla 25.08 4.78 Small.Grain Overseed. 1.0 Tons 10/1-3/31 50 0 0 [Frig, 50 27.74 0.00 132.59 0.00
1753 Pull 25 S7 Pocalla 25.08 4.78,Hybrid.Berr7tudagrass Past.ure- 5.0 Tons .311-9/30 184 0 0. Irrig, 184 102.08 0.00 487.94 0.00
1753 Pull 26 S7 Pocalla 25.08 4.39 Srhall•Grain Overseed' 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 121.77 0.00
1753 Pull 26 S7 Pocalla 25.08 4.39 Hybrid Bermudagrass Pasture S:O Tons' 3/1-9/30 184 0 0 Irrig, 1,84 102.08 0.00 448.13 0.00
1753 Pull 27 S7 Lakeland 16.29 5.52 Corn;Grain •55 bu.: 2/15-6l30 69 0 20 Irrig. 49 27.18 0.00 150.06 0.00
1753 Pull 27 S7 Lakeland 16.29 5.52 Wheat Grain 35 bu:: .9/1-4/30 85 0 u Errig 43 23.58 0.00 130.15 0.00
907175 Database Version 4.1 DatpTditted 9/7/2016 WUT Page 4 of 9 .

Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure. Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pphed Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (Ibs/A) )
Source Total Use. APplic• Applic. 1000
Tract Field ID Soil Series Acres Acres diop RYE Period N N N Method I N gal/A Tons 1000 gals tons
�..
Total Applied,1000 gallons 21,423.53
Total Produced,1000 gallons 18,548.34
Balance,1000 gallons 2,875.19
Total Applied,tons 0.00
Total Produced,tons .00Balance,tonsLOO
.00
Notes: 1. In the tract column, symbol means Ieased,otherwise,owned. 2,..Symbol*means user entered data.
907175 Database Version 4.1 Date Printed gnI201.6: WIJT Page 5 of 9

Waste Utilization Table Year,2: ..
Nitrogen Comm. Res.. Manure Liquid Solid Liquid Solid
PA Fert. . (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (Ibs/A)
Source Total Use. ApPlic Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N- Method. N' gal/A Tons 1000 gals tons
1749 1-32HW S7 Pocalla 123.71 31 00 Small Grain Overseed: 1.0 Tons 1.0/1-3/31 50 0 0 Irrig: 50 27.74 0.00 859.91 0.00
1749 1-32HW S7 Pocalla 123.71 31.00 Hybrid Bermudagrass Pasture 5.0 Tons 3/1-9/30 184 0 0 Irrig. 184. 102.08 0.00 3,164.46 0.00
1749 Pull] S7 Pocalla 10.79 .6 71 $mall Grain Ouerseed ; 1.0.Tons 10/1-3/31 50 0 0 Irrig: 50 : 27.74 0.00 186.13 0.00
1749 Pull 1 S7 Pocalla 10.79 6.71 Hybrid Bernip6grass Pasture ° 5 0 Tons 3/1-9/30 184 0 0 Irrig: 184 102.08 0.00 684.95 0.00
1749 Pull 10 S7 Blanton 31.50 3.81 Small Grain Overseed; 1 0 Tons 1011-3/31 50 0 0 Irrig. 50 27.74 0.00 105.69 0.00
1749 Pull 10 S7 Blanton 31.50 3.81 Hybrid$ermudagrass Pasture 4; To 3/1-9/30 161 0 0 Irrig. 16I 89.32 0.00 340.31 0.00
1749 Pu11 11 S7 Blanton 31.50 3.08 Small Grain Overseed .1.0,Tons .10/1-3/31 50 0 0 lrrig: 5.0 27.74 0.00 85.44 0.00
1749 Pull 11 S7 Blanton 31.50 3.08 Hybrid Bergiudagrass;Pasture 4,5 Tons 311-9/30 161 0 0 Irrig. 161 89.32 0.00 275.10 0.00
1749 Pull 12 S7 Blanton 31.50 2.26 Small Gram Qverseed 1:0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 62.69 0.00
1749 Pull 12 S7 Blanton 31.50 2.26 Hybrid Bermudagrass Pasture 4.5 Tons 3/1-9/30 161 0 0 [rrtg. 161 89.32 0.00 201.86 0.00
1749 Pull 13 S7 Blanton 31.50 4.47 Small Grain Overseed1.'0 Tons 1.0/1-3/31 50 0 0 Irrig: 50 27.74 0.00 123.99 0.00
1749 Pull 13 S7 Blanton 31.50 4.47 Hybrid Bernsudagrass Pasture 4:5 Tons 1 3/1-9/30 161 0 0 Irrig: 161 89.32 0.00 399.26 0.00
1749 Pull 14 S7 Blanton 31.50 4.44 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0. Irrig. 50 27.74 0.00 123.16 0.00
1749 Pull 14 S7 Blanton 31.50 4.44 Hybrid Berm U'dagrassiPasture. 4:$Tons 3/1-9/30 161 0 0 Irrig; 161 89.32 0.001 396.58 0.00
1749 Pull 15 S7 Pocalla 9.62 4.24 Wheat Grain 35 bu. :91174/30 81 0 0 Irrig. 41 22.47 0.00 95.27 0.00
1749 Pull 15 S7 IPocalla 9.62 4.24 Soybeans,Mamtred Double Crop ; . 25 bu 4(1-9/15 100 0 0 Irrig. 100 55.48 0.00 235.23 0.00
1749 Pull 16 S7 Pocalla 9.62 2.61 Wheat,Grain." 35 bu. 9/1-4/30 81 0 0 Irrig. 41 22.47 0.00 58.64 0.00
1749 Pull 16 S7 Pocalla 9.62 2.61 Soybeans,Ivlanured bouble Crop.: ZS bu... 4/1-9/15 100 0 0 Irrig. 100 55.48 0.00 144.80 0.00
1749 Pull 17 S7 Pocalla 9.67 5.38 Wheat,Grain 35 bu. 9/1-4/30 81 0 0 Irrig. 41 22.47 0.00 120.88 0.00
1749 Pull 17 S7 Pocalla 9.67 5.38 Soybeans Manured,pouble Crop 25 bu. 4/1-9/I S 100 0 0 Irrig. 100 55.48 0.00 298.47 0.00
1749 Pull 18 S7 Pocalla 9.67 5.46 Wheat Grain 35 b.d. 9/1-4/30 81 0T410 Irrig: 22.47 0.00 121.33 0.00
1749 Pull 18 S7 Pocalla 9.67 5.40 Soybeans,Manured Double Crop 25 bu: 4/1-9/15 100 0 0 Irrig: 100 55.48 0.00 299.58 0.00
907175 Database Version 4.1 Date Prmte&9/772016 WUT Page 6 of 9

Waste Utilization Table Yean2:
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA . ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (Ibs/A)
Source Total Use. Applic. Applic, 1000
Tract Field ID Soil Series Acres Acres Crop R:YE Period N N N Method N gal/A Tons 1000 gals tons
1749 Pull 2 S7 Pocalla 10.79 3.74 Small Grain Overseed:: 1..0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 103.74 0.00
1749 Pull 2 S7 Pocalla 10.79 3.74 Hyb.rid Benriudagrass;Pasture 5.Q Tons 3/1-9/30 184 0 0 Irrig. 184 102.08 0.00 381.78 0.00
1749 Pull28 S7 Pocalla 20.38 1.62 Wheat Grain 35.bu. 9/1-4/30 81 0 0 .brig: 41 22.47 0.00 36.40 0.00
1749 Pull 28 S7 Pocalla 20.38 1.62 Soybeans,'Manured;Double Crop 25 bu 4/1-9/15 100 0 0 Irrig: 100 55.48 0.00 89.87 0.00
1749 Pull 29 S7 Pocalla 20.38 4.98 Wheat Grain'. 35.bu,: . 9/1-4/30 81 0 0 Irrig: 41 22.47 0.00 111.89 0.00
1749 Pull 29 S7 Pocalla 20.38 4.98 Soybeans,..Manured,Double Crop 25 bu 4/1-9/15 100 0 0 Irrig. 106 55.45 0.00 276.28 0.00
1749 Pull 3 S7 Pocalla 14.53 4.24 Wheat,Grain, 35 bu ` 9/1-4/30 81 0 0 Irrig. 41 22.47 0.00 95.27 0.00
1749 Pull 3 S7 Pocalla 14.53 4.24 Soybeans MAnuled Double Crop 25 bu: 4/1-9/15 100 0 0 Irrig. 100 55.48 0.00 235.23 0.00
1749 Pull 30 S7 Pocalla 20.38 4.93 Wheat,Grain= .35 bu:` ` 9/1-4/30 81 0 0 Irri.g: 41 22.47 0.00 110.77 0.00
1749 Pull30 S7 Pocalla 20.38 4.93 Soybeans,Manured Double Crop,: 25 bu' 4/1-9/15 100 0 0 Irrig. 100 55.48 0.00 273.51 0.00
1749 Pull 31 S7 Pocalla 20.38 5.66 Wheat Grain;. : 35 bu, 9/1-4/30 S1 0 0 Irrig. 4.1 22.47 0.00 127.17 0.00
1749 Pull 31 S7 Pocalla 20.38 5.66 Soybeans,Manured,Double Crop 25 bu` 411-9/15 100 0 0 brig. 100 55.48 0.00 314.01 0.00
1749 Pull 32 S7 Pocalla 20.38 5.58 Wheat Grain. 35.bu. . 9/1-4/30 81 0 0 Irrig: 41 22.47 0.00 125.37 0.00
1749 Pull 32 S7 Pocalla 2038 5.58 Soybeans.Manured Double Crop; 25 bu;: 4/1-9115 100 0 0 Irrig. 100 55.48 0.00 309.57 0.00
1749 Pull 4 S7 Blanton 6.23 1.69 Small Gran Overseed' .: 1:O:Tons .10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 46.88 0.00
1749 Pull 4 S7 Blanton 6.23 1.69 Hybrid Bermudagrass.Pasture 4.5 Tons . 3/179/30 161 0 0 Irrig. 161 89.32 0.00 150.95 0.00
1749 Pull 5 S7 Blanton 6.23 1.52 Sniall.Gram6verseed . I:O Tons 10/.1-3/31 50 0 0 Irrig. 50 27.74 0.00 42.16 0.00
1749 Pull 5 S7 Blanton 6.23 1.52 Hybrid Beniiudagrass Pasture . 4.5 Tons 3/1-9/30 161 0 0 Irrig. 161 89.32 0.00 135.77 0.00
1749 Pull S7 Blanton 3.99 1.2G Small.Grain.Overseed 1.0 Tons 1.0/1-3/31 50 0 0 Irrig 50 27.74 0.00 34.95 0.00
1749 Pull 6 S7 Blanton 3.99 1.26 Hybrid germ udagrass.Pasture 4.5 Tons 3/1-9/30 161 0 0 Irrig. 161 89.32 0.00 112.54 0.00
1749 Pull 7 S7 Blanton 31.50 2.15 Small Grain Overseed L.O Tons 10/1-3/31 50 0 0. 'Irrig. 50 27.74 0.00 59.64 0.00
1749 Pull 7 S7 Blanton 31,50 2.15 TIybridBermudagrass Pasture 4.5 Tons 3/1-9/30 161 0 0 Irrig. 161 89.32 0.00 192.04 0.00
907175 Database Version 4.1 Date.,Printed,012016. WUT Page 7 of 9

Waste UtilizaLion Table
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient. pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic: 1000
Tract Field ID Soil Series Acres Acres CT.P RYE, Period N N N Method N gal/A Tons 1000 gals tons
1749 Pull 8 S7 Blanton 31.50 3.36 Small:Grain Overseed 1:0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 93.20 0.00
]749 Pull 8 S7 Blanton 31.50 3.36 Hybrid Bermudagrass Pasture 4.5 Tons 311-9/30 161 0 p Irrig. 161 89.32 0.00 300.11 0.00
1749 Pull 9 S7 Blanton 31.50 1.77 Small Grain Overseed. 1,0 Tons :10l1-3/31 50 0 0 .Irrig
b. 50 27.74 0.00 49.10 0.00
]749 Pull 9 S7 Blanton 31.50 1.77 Hybrid Berrriudagrass Pasture 4.5 Tons 3/1-9/30 161 0 6 Irrig'.. 116189.32 0.00 158.10 0.00
1753 CP1 S7 Pocalla 28.08 19.51 Sinall'Gram Ovefse'ed 1A Tons 1.0/1-3/31 50 0 0 brig:
50 .27.74 0.00 541.19 0.00
1753 CP1 S7 Pocalla 28.08 19.51 Hybrid Bermudagrass Pasture 5 O.Tons 3J1-9/30 184 0 0 .Irrig. 184 102.08 0.00 1,991.57 0.00
1753 F12HW S7 Lakeland 16.29 8.08 Wheat,Grain 35 bu , 9/1-4/30 85 0 0 Irrig. 43 23.58 0.00 190.51 0.00
1753 F12HW S7 Lakeland 16.29 8.08 Soybeans Ivlanured Double Crop 18.bu 4/1.-9/15 72 0 0: Irrig. 72 39.94 0.00 322.75 0.00
1753 F13HW S7 Stallings 15.31 2.45 Small Grain Overseed I:O:Tons, 10/1-3/31 50 0 0 Irrig.
50 27.74 0.00 67.96 0.00
1753 F13HW S7 Stallings 15.31 2.45 Hybrid Bermudagrass Pasture 5.5.Tons. 3/1-9/30 179 0
0: Irrig. 179 99.31 0.00 243.30 0.00
1753 5-1_ ]6H1 S7 Pocalla 22.27
2.301 Small Grain
i Overseed 1:0 Tons 10/1-3/31 50 0 0 Irrig.'. 50 27.74 0.00 63.80 0.00
[1753
'1$-I6H4 S7 Pocalla 22.27 2.30 Hybrid.Bermudagrass Pasture 5,0 Tons. 3/1,9/30 184 0 0 Irrig: 184 102.08 0.00 234.78 0.00
F17HW S7 Blanton 16.52 12.39 Small Grain Om§ced 1.0 Tori's :10/1-3/31 50 0 0 Irrig,. SO 27.74 0.00 343.69 0.00
F17HW S7 Blanton 16,52 12.39 Hybrid,Bermudagrass Pasture 4 5 Tons 3/1-9/30 161 0
0 Irrig: 161 89.32 0.00 1,106.67 0.00
-18-19H S7 Pocalla 1.86 1.16 Small Grain Overseed 1.0 Tons 10/I-3/31 50 0 0 Irrig. 0 0.00 0.00 0.00 0.00
•18-19HV S7 Pocalla 1.86 L16 Hybrid Bermudagiass Pasture 5.0 Tons. 3/1-9/30 184 0 0 Irrig.
0 0.00 0.00 0.00 0.00
1753 F1HW S7 Pocalla 6.54 3.27 Wheat;,Gram 35 bu 9/1-4/30 81 0 0 Irrig, 41 22.47 0.00 73.47 0.00
1753 F1HW S7 Pocalla 6.54 3.27 Soybeans'Manured Double Crop.` 25 bu 4/1-9/15 100 0 0 Irrig.. 100 55.48 0.00 181.41 0.00
1753 F2HW S7 Pocalla 16.24 12.18 Wheat,.Gram 35 bu 9/1-4/30 81 0 0 Irrig. 41 22.47 0.00 273.67 0.00
1753 F2HW S7 Pocalla 16.24 12.18 Soybeans Manured Double Crop 23 bd..' 4/1-9/15 100 0 0 Irrig. 100 55.48 0.00 675.72 0.00
1753 Pull 19 S7 Stallings 15.31 5.15 Wheat;Grain 50 bu ' 9/1-4/30 96 0 0 Irrig, 48 26.63 0.00 137.14 0.00
'-:::
1753 Pull 19 S7 Stallings 15.31 5.15 Soybeans Manured Double Crop 32`b.u. 4k1-9/15 124 0 0 Irri 124
g 68.79 0.00 �354.28
907175 Database Version 4.1 bate Printed 9l7/2016 WUT Page 8 of 9

Waste Utilization Table Year 2
Jitrogen Caum. Res: Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied_ (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic: 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N 1. gal/A Tons 1000 gals tons
1753 Pull 20 S7 Stallings 15.31 3.78 Wheat,Grain 50 bu 961-4/30 96 0 0 Irrig. 48 26.63 0.00 100.66 0.00
1753 Pull 20 S7 Stallings 15.31 3.78 Soybeans,Manured,Double.Crop '31bu:7 4/1-9/15 124 0 0 Irrig. 124 68.79 0.00 260.04 0.00
1753 Pull 21 S7 Pocalla 25.08 4.08$mall Grain Overseed.. 4,0 Tons .10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 113.18 0.00
1753 Pull 21 S7 Pocalla 25.08 4.08 Hybrid Beiwudagrass Pasture 5,0`Totis; 3/1.-9/30 184 0 0 Irrig.. 184 102.08 0.00 416.48 0.00
1753 Pull 22 S7 Pocalla 25.08 4.31 Si-nall Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 119.56 0.00
1753 Pull 22 S7 Pocalla 25.08 4.31 Hybrid Bennudagrass Pasture 5.0 Tons 3/1-9/30 184 0 .0 Irrig: 184 102.08 0.00 439.96 0.00
1753 Pull 23 S7 Pocalla 25.08 3.94 Sinall Grain Oversoed 1.0 Tons 10/1-3/31 50 0 0 Brig. 50 27.74 0.00 109.29 0.00
1753 Pull 23 S7 Pocalla 25.08 3.94 Hybrid Bermudagrass Pasture 5.0 Tons 3/179/30 184 0 0 Irrig. 184 102.08 0.00 402.19 0.00
1753 Pull24 S7 Pocalla 25.08 5.71 Small GrainOverseed,._., . , LOTons 10/1-3/31 50 0 0 Irrig. 0 0.00 0.00 0.00 0.00
1753 Pull 24 S7 Pocalla 25.08 5.71 Hybrid Bermudagrass Pasture 5A:Tois 3/1-9/30 184 0 0 Irrig: 0 0.00 0.00 0.00 0.00
1753 Pull 25 S7 Pocalla 25.08 4.78 Small train Overseed ': 1.0 Toils 10/1-3/31 50 0 0 Irrig.. 50 27.74 0.001132.59 0.00
1753 Pull 25 S7 Pocalla 25.08 4.78 Hybrid Berinudagrass Pasture 5.0 Tons 3/1-9/30 184 0 0 Irrig. 184 102.08 0.00 487.94 0.00
1753 Pull26 S7 Pocalla 25.08 4.39SmallGrain.Overseed. - 1ffTons 10/1-3/31 50 0 0 Irrig. 50 . 27.74 0.00 121.77 0.00
1753 Pull 26 S7 Pocalla 25.08 4.39;Hybrid Bermudagrass Pasture 5.0 Tons 3/1-9/30 184 0 0 Irrig. 194 102.08 0.00 448.13 0.00
1753 Pull 27 S7 Lakeland 16.29 5.52 Wheat,Grain .35:bu. . 9/1-4/30 85 0 0 Irrig. 43 23.58 0.00 130.15 0.00
1753 Pull 27 S7 Lakeland E16729 5.52 Soybeans;,Manured Double,Crop 18 bu.. 4/1-9/15 72 0 0 Irrig. 72 39.94 0.00 220.49 0.00
Total Applied,1000 gallons 22,654.35
Total Produced,1000 gallons 18,548.34
Balance,1000 gallons -41106.01
Total Applied,tons 0.00
Total.Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,..,symbol means leased,otherwise;owned. 2. SVml?'.ol*means user entered data.
907175 Database Version 4.1 :Date Printed: 9/7/201.6.. WUT Page 9 of 9

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series .(inches/hour) (inches)
1749 1-32HW 1"ocalla 0.60 �1.0
1749 Pull jPcfcalla 0.60 1.0
1749 Pull10 Blanton 0.75 1.0
1749 Pull ll Banton 0.75 1.0
1749 Pull12 Blanton 0.75 1.0
1749 Pull13 Blanton 0.75 1.0
1749 Pull14 Blanton 0.75 1.0
1749. Pull.15 Pocalla.- 0.60 1.0
1749 Pull16 . Pocalla 0.60 1..0
1749 Pull17. Pocalla. 0.60
l , 1749, - Pull 18 Pocalla 0.60 1 0
1749 Pull Pocalla 0.60 10
1.749. Pull:2'8 Pocalla 0.60 1.0:.
1749, Pull'29, Pocalla O.;fiO 1.0
1749' %Pull3 Pocalla 0.60 1.4.
1-7 . , Pull 30.::: Pocalla 0.:G0 1.0
1749 Pu11;31 Pocalla 0.60' 1.0
1749 Pull32 Pocalla 0.60 1:0,
1749 Pull Blanton 0.75 ':. 10
1749 Pu1115 Blanton 0.75 " 1.0
1749 Pull 6 Blanton. 0.75 1.0
1749 Pull ? Blanton 0.75 1.0
1749 Pull Blanton 0.75 1.0
1749 Pull Blanton 0.75 1.0
1753 CPI Pocalla 0.60 1.0
1753 F12HW Lakeland *0.60 1.0
1753 F13HW Stallings 0.50 1.0
1753 F15-16HW Pocalla 0.60 1.0
1753 F17HW Blanton 0.75 1.0
1753 F18-19HW Pocalla 0.60 1.0
1753 FIHW Pocalla 0.60 1.0
1753 F2HW Pocalla 0.60 1.0
907175 Database Version 4.1 Date Printed 9/7/2016 IAF Page 1 of 2
NOTE: Symbol * means user entered data.

Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
1753 Pull19 Stallings 0.50 1.0
1753 Pull20 Stallings 0.50 1.0
1753 Pull21 Pocalla 0.60 1.0
1753 Pull22 Pocalla 0.60. .1.0
.1753 Pull23 Pocalla 0.60 1.0
1753 Pull24 Pocalla .. 0.60 1..0
1753 , Pull.25 Pocalla 0.60 . 1:0.
1753 Pul126 Pocalla 0:60 1.0
1753 Pull27 Lakeland 0.75 1.0
907175 Database Version 4.1 Date Printed 9/7/2016 IAF Page 2 of 2
NOTE: Symbol*means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
.clean.out,this material must be utilized for crop production and applied.at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be.limiting.., Since
nutrient levels.are generally very high,.application of sludge,must be carefully applied.
Sites must first be evaluated for their:sui tab ility for sludge application.. Ideally,effluent spray fields should not be
used for sludge:application. If this is not possible,care should be taken not to,load effluent application fields with
high amounts of copper and zinc.so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PAN Rate. Application Rate. Minimum Acres Minimum Acres Minimum Acres
lblac . .. 1-000.galiac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swme Feeder-Finish Lagoon Sludge Standard
Coiim 120 bu I50 14.69 224.77 449.;53 . 674.30
Hay.6.;pn R 300 29.38 _ 112 38 :. 224'.77 337.15
Soybean 40 bu.: 160 15,67" .210.72 421.44 632.15 :
- - -- - ----- .. - ---- - ------ -- ------------------ --- -------
907175 Database Version 4.1 Date Printed: 09-07-2016 Sludge
e Page 1 of 1

8/24/2015
_.�. Pig Ranch Farm
_- Acreage Calculations - -- _...-,•-....-._._---.
Width, Le th Lane Lane Acres Start End Start End Stop End 1 Stop End Seetion Total_-Pull#:SeaUon ft. fl. S acin ! S acin % midse ! n Table a Table ac. Pub 1 �es Pull Acres
. � n .- - _
1 A 2�80 145 167 60% 0.74 EE60-B O.fi10 EE60-GI2 J 0.245 1.60 i
B 140 329 + 187 ,gT 1.16 € NIA I 0.0()q__L NIA 0.000 1.16 '
1 C 280 1 615 167 60% 3.16 €EE60-B/2 6305 EE60-G 0.490 I 3.95 6.71
-. .2 A i 280 I 28 167 I 60% 0.14 1 EE60-B 0.610 EI I - 5 1.00
2$ 140 ! 306 167 ?_ 60% 1.08 _ Nil NIAG12 0.24 0 1.08
2 C 280 170 ; 167 60% € 0.87 EE60-B/2 I 0.305 I EE60-G 1 0.49 I 1. 77 3.74
_ 3 A 1280 78 280 100% 0.45 E90+ 0.57 EE90+12 { 0.24 1.2fi
3 B 1 140 362 280 100% 1.05 NIA 0 N!A € Q { 1.05
3 C 280 136 j 280_ 100% 0.78 E90+/2 0.285 EE90+/2 € 0.240 i 1.31 p
3 D 140 ! 135 1 280 f 100% 0.39 -_.I N/A 0.000 EE90+l2 0.240 '• 0.83 ! 4.24
4 140 j 404 1 280 € 100% 1.17 1 E90+/2 0.285 € EE90+/2 € 0.240 1 1.69 1.fi9 5 i ! 140 I 344 € 280 ! 100% 1 1.00 € E90+/2 0.286 1 EE90+/2 0.240 1.52 € 1.52
6 i 1 140 I 255 I 280 1 100% 1 0.74 E90+I2 1 0.285 1 EE9D+/2 1 0.240 1 1.26 1 1.26
7 i 280 1 232 1 189 1 68% 1.25 EE70-8 1 0.640 1 EE70-Gt2l 0.260 1 2.15 I 2.15 8 I 280 I 457 189 € 68% € 2.46 EE7Q-B I 0.640 EE70-G/2 0.260 ! 3.36 3.36
1 280 € 236 1 189 1 68% 1.02 EI70-B 1 0.540 1 E170-GM I 0.210 ; 1.TT 1,77
10 " 280 ; 540 1 189 68% 2.91 EE70-B 1 0.640 ;EE70-GI2I 0.260 € 3.81 3.81
11 A 140 B3 _ f 1.8899. 68% i 0.27 E170-8 0.540 E170-GI2 ; 0.210
11 B f 280 300 ! 189 ^1- Y 68% 1.30 Ei 70-B 0.540 ; EI70-G/2 0.210 2.05 1 -3.08 -12 ; f 140 360 189 € 68% 1.36 EE70-5 I 0.640 i IFE70-GI21 0.260 € 2.28 I 2.26
13 1 1 280 I B53 189 6896 3.57 EE70-B 0.640 1 EE70-GI2. 0.260 4.47 4.47
14 1 280 € 668 1 189 1 68011- 3.54 1 EE70-B 0.640 EE70-GI2 0.260 1 4.44 4.44
15 A ! 140 1 233 167 _f 60% 0,82
r EE60-B/2 0.305 �-- NIA� 1 0.000 1 1.13
15 B ± 2801 452 167 60° 2.32 - EE60-B12 0.305 EI E60-G~ 0.490 ;� 3.11 4.24
16 ' 280 ' 295 I 167 1 Bo% 1 1.51 EE60-8 I 0.610 € EE60-G 1 0.490 2.61 2.61
17 ? 280 ! 711 1 230 t $2% 4.16 EE80-B I 0.670 I EE80-G I 0.55o 1 5.38 5.38
18 1 280 1 855 f 230 € 82% i 4.51 EI80-B € 0.630 EI80-G/2 € 0.260 i 5.40 5.40
19 140 1 806 230 1 82% 1 4.26 E180-B 1 0.630 1 E18o-G/2 0.260 1 5.15 5.15
20 140 i 746 1 230 82% 3.17 EE80-B12€ 0,335 EE80-G/2 7 0.275 3.78 I 3.78
21 140 ' 817 ! 230 82°� I 3.47 EE80-B121 0.335 1 EE80-G12 0.275 l 4.08 4.08
22 280 ; 648 1 230 1 82% 3.42 1 E180-B 1 0.630 EI80-G/2 1 0.260 4.31 I 4.31
23 280 1 578 I 230 I 82% f 3.05 1 E180-B 1 0.630 I E180-GI2 1 0.260 3.94 3.94
. A 140 _ 155 230 82% € 0.66 !EE80-8/21 0.335 1 NIA _ O.DOD _
- ' 0.99
24 B 280 675 i 230 - 82% �i 3.56 E180-B ! 0.830 1 E180-G !, 0.520 ? 4.71 5.71
25 280 : 688 230 82% 3.63 E180-B 0.630 ! E180-G 1 0.520 4.78 4.78
26 280 541 230 820/0 3.17 EE80-B ; 0.67D EE8D-G 0.550 4.39 4.39
27 A 140 _ 153 280 100% 0_.44 E90+12 0.285 N/A 0.000 0.73
27 B 280 : 696 280 100% 4.03 _7 E90+/2 I 0.285 i EE90+ --- --
[:-'32
8 280 140 2$0 100°/0 0.480 4.79 5.52
0.81 EgO+ I 0.570 ; EE90+/2 I 0.240 I 1.62 1.62
9 280 ' 696 225 1 80% 4.03 1 EE80-B 1 0.670 1 EE80-G121 0.275 I 4.9$ 4.98
0 280 ' 731 225 $o% 3.7$ [ EIBo-B 1 0.636 1 EI8D-G 1 0.520 ! 4.93 4.93
1 280 874 225 80% 4.51 E180-8 € 0.630 1 E180-G 1 0.520 5.66 5.66
2 A 280 ! 326 225 80% 1.89 j EE80-B_1 0.670 'EE80-G/2 0.275 2.83
B 140 i 590 225 1 80% 2.47 1 N/A I0.000 EE80-G/2 0.275 2.75 5.58
1 760 F 1 I 19.51
Total Pull Acres: 146.09
Page 1

8/24/2015
i I -
on Wagon Calculations
i i Total ; Useable
Acres Acres
TractrFie[d I 9.67 1.55
1749 1 20.38 0.50�
1749 ' 3 I 2,64 1.98
1749 4 - 2.22 1.67
1749 5 - 10.79 0.25
1749 6 1.78 1.34
1749 8 ^,` 014 0.63
1749 9 __ 5,19 0 3.33
1749 10 - - `-- 9.3.E 3.33
1749 11 3.47 ! 2.60
1749 ` 12 ! 31.50 j 3.08
1749 ; 13 2.05
17491 14 16.23 2.27
1749 ' 15 - I 1.38 ; 1.04
17491 17 i 0.43 0.22
1749 9.62 2.08
1749
1749 " 20 i 0.30 0.15
1749 � 32 I 3.94 I 2.96
i
123.711 31.00
�6.54 3.27
1753--1 ;- � - 16.24 12.18
1753 ' 2 I 13.90 43
1753 3 16.61 �12.46
17531 4 5.83 4.37
1753 ; 5 46.32 10.33 ! U.
3.00--- 2.25
1763 7i 19.19 0.37_;..
1753 , 8 --- 1.20
1753 9 _ --- ' 2.40
4.13
1753 10- -- -- " �- 1 I 5.51
_- �- 5.89 i 1.47
17531 11_ i _--� 8.08
16.29
1753 I 12 1 15.31 i 2.45
1753 - 13
1753 ! 15 I 4.52 _ 1 1.00
1753 1 16 I 17.75 I 1.30
1 ----___ __..
17 16-52_.__ __.12.39
1753 � __.___ `-- ._. !_-
67
1753 18 Q.97 0.49
_ -. _....a_ _I
17531 19 I 78.75
I
Page 2

\
1
1� }
r-a 1
1 27 t
1 y
1
4
IQ T•aT49 ft I y r a'n z6 dSarlyl
\y\ 25 18 i
,sa P-9
1
\ ; I
r.T3a '0 24 23 1
r-a,aa p I
` 2221
,
a' I
dTS3 P}e �
CP1 sa..e ~— i IED r q I
�\ I
\\ ,O ra9f9 7 T a7xr F9 �\
ass Pa o ®) oao
29 , —
rasvia�C:T
30
r--t,ea �T ✓� 2 t
31
\
y
,arcs v+a y\
var P19 \\
9 \
1
14 yy
O
1
1
I
8/24/2015 3:23:51 PM, 1:914.493 1
1
1
I
1

------- L1.E.uusnrnec
-----••-•- noa[IctlEetermlrz'�111oneIIhearea. Roforloyouil li3O
-- -- V.'oto'urd Delev inabori Id•ointifier
__ ._. - F S A «._._
��>1.1�1� ��U�i$y � RestdciodUse determination(CPA•026andattachedrnapsjfm�.o�•^••••-•-- --
1111!!�,/ J Limited Reslrldlons l+oundafles and determinations.or conlacl MRCS.
Tract '17 5 3 1 c.5
Farm 4289 �rxampl rum Conservation� ilarsco PfavEslans
5s* . r a., . � , -i•:: . '•�• � `� '-T; 2 16.2
C �T
-r� y y' `y �C 3 3
1 __ 61
1.3.90
.sxi+��• »: •�• fin - ::,li=i:-�°k:sli.• •.1.:�' br ��ii.: "�.` ,;s` ZU.33 N
'r W �•�F.
• ..rZ
v•r:
' .rye 4 s t. "+,��,.,�`�} ,ti.�• 1U 5.5 Z N
Y.°^ !r'�:^ R� .F 1 .f k: :x 1.kF�: '.• - - ..rt`�•�'f,. 1� V
5.99
'tr ` �y. +•;.� ';"`�','r i:i=3:` fi �. a l f12
16,?..9 h
;z='•'�>_ ! ':o�rr-t�]---�_` '+�sue_.R ' ;' '��j• _ N
K i n =: 13 15.3Z
r{•� �". •r F. :' r .: � '"ti<s 15 4.52
13
N
- � =�. s
,:.,ter xr_}: � �, .�' +}. .�j - �,,•• :�' .. _ 16 I7.7 5 N
�! ��j?•;s�.r" - - .} 6:� �' f ... '��r���lT. +•tit--.•'_�'., T--•.- ��+
����•�.7�,c Y`T `"' .vif •'" 1.i •�r+-1!�. '.+�'•�'-�`!:.a'/��iP-'3x.• � y� •i
4.YCx r� .;(w. _.-.l _ :`Y I^•1. -1 �/C� �� lt:�',.'r:1�:�����v
ti' lam. � '--. k �� C ]]�'��3`�,• .~ j.—.4-11:
+�{ +hc•' _�i'r n3 ''rTy���a;�� asp,.•_ w=y"o�..�y�.�a :.:.:s'm:
Al
I= +,rs "` .ys. r' c='Fj-a;. •;as.r L, --SF r_'.' L••�% •I':e�
r W��.� ��,�•�•^.a �'�` u'1+.
�"' �- a�r�#fir �•�'�e6 !�'• � -,_�
- 1 f
i.
-` Total Cropland Acres
s - 5'. 177.7
MEW
;for SSA purpos"es anl�y -a r
��'�' •. �f��fir' ��}� -lrj..i i_�ui+�'-ire, r{�: _r�.

Wotland DOfermination identifiers _
' UIErlalmlr;Y�rllarSq fr,}pnl Hldri do naf$Opr@sef711!le;12r
i Farm 2177 Tract 174'9 V Raifrielyd tls/ w xp/caste tlalerrr{d-M of 1h/nfap.!t/!/r!p■ P Llrnlled Roslrlcllons 6ounnlrfic6�1Cr'q'02fi and ollatfmp fnupa]rd�ex4�wefilsrM s-� �e�'.',...� s• _ - •a:.,' - Exompl tram Cers:erva ddcierrta vrAHons ar Gdnrad NN.S A'C I;@S CCl37 ii'L CRP rY- .;ji.•A .-- _ �- :;a• - -ll0r+C0 C/P'OVril
Y:. - - - -`'•: :*,�',�� i�a��: rH,r. :�=.:_3s >��'r � �'i�f'.s�:,{r:si: ,.-a , 67
h�
20.38
74
�,•. +��. 4 2.64 N
'V i s
�, <-. ..- it — F' 1.a "•' 1y v 5 2.22 N
N
1.78
11 9.34 N
12 3.47
r .... �.:��. '�u •�:���a��• .F�� _ • - , .19'.s ''� a.,. s ���tr N
13 31.5 0
3
� sir '" i _.T; •
Ck `weir
..
18 0.43 h7
LOA
� .
�. r :ice_ r V-'; _ •
"nay
Jwr R
.1 .y'.
Big
• . .- �E �..�. �. : �L{'� � T 1 Cropland
,.; `" .* pla Acres
V�';.. v r �.-. ' .._. •_ - +�` ..•
•'a�`'?a� "+`'+ax -.S:.. .. ..' •:•. .�: P�fcar-F �.:

Soil Map-Lenoir': ,}nty,North Carolina
(CollierHoldings'LLC)
a
252400 252800 2532c0- .253PO0 254000.. - 254400
35°3'8"
254800 255 00 255600 256000
r� 35°3'12"
W _• CA
ILA
N
y M
q '
O r
N
If O
ti L 14
Jj
,v fd! r!r � l•
rtz
ba
'J v°rj 3 yam;
CS
� CCU � � F.•
46
5 r o
0
35°1'46"
35°1'49"
252400 252800 253200'_ 253600 254000 2544.00, 254800 255200 255600 256000
°1 Map Scale:1:18,200 if printed on A size(8.5"x 11")sheet.. - -
v N Meters a
v
0 250 500 1,000
n
0 1,000 2,0, Feel'
,00 4,000. :6,000.
lLSDA Natural Resources Web SoiFSurvey 10/19/2011
irk Conservation Service
Natlona[Cooperative SoiF Survey Page 1 0f 3

. 3'C '.Y °!� � �` �{^ �= j. T'J, �r'4 •�;Jh'• -�� y `•+ray
1 i' 1'' ti. ,+� �R'�i+k b '�..�,.r' �y,� h;:' �r R T}�xy+a �e `f_•':?i
- f h .T 1 'n•. '.• �-,F3 U.E ..� 7.�� �A •+'-�i,,at�n.,:�•� rl is •R �Sli 17 ��y F-• }
1 r• k } r — y.r,,.,li, � i { i e �'* � Rfi�� r£'t' €7�•' xR,�. _�.s^.yr a .:R,dl� t•y�:.F •`Y! j 1
RF
7pJ
y,+»
riR .rY Sut ry °Jt r i, ,�[ r a7•`'r"„.% 4 " �
a e'7�aR"art •+.•r�}�•� r }� trE_ T'� :+ ,�`�y�i. ��,r•�,�� r �r � q J. ��� ,� � `s ��°.9 ��:.�
f > "' x; 7//{y ( ',r !J �• T � �T.e-� E� $ r 1���, ti "�;a�;� �+ �, ..o•,r� ,_ ,� .
17, ^eG, r Y ,11�•.. d''� '§ w.,
�'
'`tiw�� �< ,�]'' �"� . �'"+`".r: - ..� Cif;. � .�r� ^""aY�•.
'=w r-�•�,�c, � •fir A- S r'�. � �3it':.a��,�- ''+ r _' 'r ;j ��. 'fir.
ZA
stzCa��yyi' '.� �✓ j: v' r r rr� r� 1$ Zs r urr +se,..:�
s, fi ad'� j4
��., ,y.,,�p��,��, � {' �, •, a v:r�.r'r f `��' ��'�aat G t� `�.r' '�;. �w ��a,a ��� F.�twa ,
f ';yz S` '!^. r as M 4- +J' T'+ r J i - p r• .g+ +t �., r .3 ,.k sx.]i
.3�� � _ '�",� ��p+ , � .-,' �. SS..d � ,ca r� r �� ,�''i sf � �,ei y ����- � � "" `�' �'• t,�,� �,�
4s .g � "3l ■ `' A. y- "+ • 1fA �y r "'g° y� V"�gi ±.l -xa�7>f' ,K..g z :1 V'
1A ,, $ {":. k-r• r ' T•--. ,a rit» ,• w �rsi+'^• q p- l Y` p :w
aeM Sr( ate' ram- �w .— : x.
�.i':` ��qN '+•�,,,. ._�„�' c� F�' ik �' y .q„wN��� i•+..^...,�:t 4a � '"•�'zailP ''•� ,.k � %^°c,,
1
R
Wr
it„ -�,q$.'3` i � .J.^• `�i '4 Tda �4 y �^,$' � �t� : � ' !£� ''a °,�. a�' �
!h"Sj �t � ?'. �';�'�,�� �,��i,�,T� �i'�`i 42��,ar°� � - < '�•- ,�+ .,,���:. •.� � r+� arm ��,;•:'�"�� �t�y v. �yy�'aa
41
�A w � ,a` ��"i 3�wE-•�`- ,��e�"�, .a s [ +`� r � 3 a6' 4 .F� R�t
_ ' �v r . -� d x _' f... �7•� ih� .w yJ �fy, :i '4• „ �nx•�$� L%� ,��, �.'�.,
ra7{5 �7�•Y'• t •y,1 t . •1 w ."sa. 'a, r`t yS" e r *.,:7 =3° '
mm
o`�'��,
"'.•>d"•.�s�' �ry��L ��� � � a`'f � �' e -�1 s,� a. ,J � .�,� ' ''�.�,
ae r .y f"' • t �� "�' `sg�wr as is .'{ � ek P P Y
������lrl
4t:. t �: r��,YY�•'�.r� A .tom r .,� I ,a ��t ra .�,�. ' ,� )
�� .� .a !� x„{1 � �e�" � �' °� �� •�• � .y ���i y✓^.r�.� .-.��x��,r � r� gr 'h�a .1 Lu
- J``�"'1� , I�-t,-�� � ���'r�: a� x .�.r�a ��y .q.' �;.• � �s�,.Ji "� ��c ��T=" r `:�
_ •+ +' �y "+-'- -H lei
Pr's ,f�7S-.. . .1P i1ALvi��.:-.e �'•fe _ .,

., •pa•y - ax.o ':ai:�'� a w„ 1n�,s.. .:YrM C'.r-tk "..J ' `. •r �r..{A-
�"•_ , :&°cVk�r' s �, - ' � w�°''` ��, ��} � z.- �'�i �. ,:j J J i I�.'�.I,3e°t� r ,.�
s :• _• 1^a 'g r" : i+�e•r 7 y ti.r1✓'�.iI e` •`'� '" [''x"'lsy ,.. .......�.
Or I. 5.
4. ' k ~v
-�su
Loll,�
1c,
""'r" '^ i fir• i }
�� �y�.,+py •'i �,��",,q,w'• `+,J"'rFFp,7, Ci V � �'ti� � �� � -..� �3♦. .�., I:'
n f ^"N"'x�'*"'F ,�w-.ct!. 1 ��••.��'•, J w l `_ s 1J-f •1 (d' _ ^f
rwy ��i } � b � Y`Y?+� �.�:"^#ll ,tn_ -S,�M�•.�, !�N 1 - ,qS r r� �,
'. `i'� .;K3y }''•�3 r: +:a `�fe6 17' w L(,a/.� �C'� r Y t s ;•[ •k:
,' 1"" •'� a' dia a s �TM� _ T P.. ,�', {psi, r r3 a `dCY „^'+r• !;�
�_.-.'S ,...�.,tl � �• r'� ,/per
�a. � !:M��+�m. � � e .tr a s � fr°. � 7 'Fri-' ' ' a
� ^ �'', " _ -•_`•'R�i:s'�`r yam~
"°" �.+cS!"*''°•'T'' Wr'p" r` �' .y..` ,�'tr �'/. ¢ F� ,�''gliy4•,�� Lsl
iw .., 'Y•f % r. •y r• pax,' A •' s �i
w Y� • fi .
T6's�0
"d!a3 `;-,,���x- p,� a i.� -,�'��r �b +�- v� :;.��'L. y `-'� ,�(m1�,', rf'r .�-`��;�:• '� �i+ �o-�
' T y:« a� � 'rttt k,+.r.. � t w t•`'' '•ti° �i+. �e t 7{•r§ .•�17 y'�^' �. � - i�."F �` '.^,••':,.•
�!Y'77
,d�,+ t�'_y T' Ac, aP .y-• }r:•�_
._ "�Rk .. tea. i �'�r�Y �hst'` rr,,}�. t ��� •` �� �ti•£9' ., •.:�,r� ,•�` � �'� �� h•�ti�.��'
lip
j , �L^i •c iM r�� ry°.l3.° s 9a w1 '� ..• eR 1� `�^~+'Y ,i� •fti_ ; Jdr,.f-
•ros � r .ti �, �.'rf� xk=� y,,tw• x, ,?''" s,��. Mx.ir 't^ � —�•• � P. a" /f_"�. �, ,_. _ '',� ,� vd('�, • •��
` .�"+x � Sy --� �^*"F`,��' ' " �a��S� 1'` _f ., df � l � �,... '� ,�'a `�-•y "v k.
-rill
".3 ygxA s }fir• h t f �, a r`r
i '�:. -i.••' # axxg t'.se r€`a�,Sy{ vP,t
74�
... "•�� ,, c >,�+� SyS'�" ��","�f 1' 2.y'} f.,. �r� ;, s-'.�'"- �• �C��nr+r�„Y °gam w y-�`• �►
iJx• g Our
- 1, �-� _ t� f ���"� S.�q�� `•s F �, ��« ,j�����,�a�� � \ M,,�� p� :.�'L�L �'��. ri i._�� .�'_�t
•"ram +'g� -w.'4�`r�t,, v+t+. {�fa�,� �'e+'r�.t T,� `p!'��+k�s. "�'� � �xy� �t�`�'�. a ft •��`;�'�
_g" •� '1.91s ' f b .J'•$ f S9'"� MtT'a
Ar
ayx" S dry >rY.rY'•p 'L:+y 'A La. w* "+Ye �,- �s'ti.z- ; } � _ •!a ry r 4 j
mmv
.r" s £ ' •_; Gd' ° rT,a mw. ;x cam' .;�R'+`�'+`Ff
a a°�i irk '}
+r ✓' tx .xsas+^' F��, ,
ry,._ �. $ 4 �x !v '-t 'ram •' r 1 ,.�• ; W YL7.:a
'�Y' �i: R. ��i Y a'•v''s ry�e. t�y, p.- rc ,rtf",Y y. .P,r§. 'ea ST--�� .r � s:"T+-'{'•
AS
VX
'7f-:r4� .y +tt"'• '�" ".• �f ,+ � "S�,t ��• 'a � � �S�r�:w {� �y�:�"� z,. �4•_r �i��'+x�
ja�.. aII-�-•`:Y+ tsr>� .�, '' ��� i .. _ 'r"z ..>t yY xa '� - ..�d ` �F•'���•.
r '7 gi .�, aw','� � xrf�';-; �,. �"�r ° •"a .- '1 T y:d,�.u_� -Y 4«° «.y��`. .e� i" 3,• �! z
fir• N Y -n �*a �6 ,.�.'cr= s.*y ":r� ,,"rsse�'.� k ,:;Y ',"�`
�,a r��,,,._• ,�.s6�i a .r7lx,��. r,��,,:.� 'n '�� � :��^�,. r -w�.*-�, �.r =S+F°a__•�;'.:, 'a:.
.t. ��".r.'t wi.• � +*•.r y�. �� i`' '�i`'i'' .G Yjlti� �'la'"7.a2^T` -,.--�'��'"v�,.'.Jat. ���.,���r-r\r}''+� � •v
#t T's . J •f�P,. +`
��'R& 'A� z'i+eti- at`• � �L. .tF wi N ^� Y ! � nI' .�''
Of
i? x+r�".• L y-yTF't �t`� y a �q.��7�'�+x`-i Q. Y - re- _ �.�. `'y+. �1�4, �'�i�sp;
„ff, -T.wur'^'• ,,,d.'°" '.. .:+ � r.r 'l t. 1r r •57+ fia l ' - •_tF
.r� �armt
�{rt� �Y�� ''• .� r,,'i�k u.� �'���, :;�' }.,"�•;� Y ,• 3G `y �-�`` ��oa�ir �� �•w'••s.

ram.: r', •l T �.
r r� �SS r y7' .� �?JI,4'F!'' - +r Y'R3~ � '� ��•rf+- �F
?' Y �_ •��`��^>• ;ter` �':r�s'�' z •�.
- ��:,,.,. re r�..{'� '-,�� •'r,.P-t.r�r�r:• ,r+�•;•Jr:- • i 1.�' �_"- - F - .. y,�
r r ���.•� 7`ate, `"•.3�"r �.l • ' ! a}1 i P .�1 77 _- :�'f. `•Si•1:i.-'►:' _ r
qp
r�" r K. ' •: �''�,;`;_ tiro .�,'`� �� _[:�: ?. •., Al
• c�• �r :z a".r:.-'?� �}��r' yJ- * Rom•'•����. '1.• '
v.
Al
ftP
kk
�� r�r '��,`'. '_ '�; =e � �"�9 � ` � f ' _max(-•i': ,Y"7r�r+c- ��•� .F• .i�yF,
'_i k.i T•F - _: ,_ - �"•`• _.r-Y• rir � "'' �•f alb •� if•.i�• ,y '�I
.•�. � - �%: �,,: ' �* ', rye.� t..' .� s� �,�
r�,�;v ._- �_ :ti- - li�,;.:.`•'r�! }. - .�.E�' •,:, .i:,N_�f ��j.'!f�: •.4 � _-_'r...f—• •�,-wt''�• ":�:.•t
F1lop
=�• '''�� _ - .. •=i •.•��+e.����,=. ��` 'eE"r• �f��:.SJ •-�'`ten. r� +..�;,•� �-
! .I. •Lr �i;f w,LrsQ.:P!..�•' j. �'► •i / V I :�~may 'sr� � '•s� ,�1
k .
_ ,. r • � .
Of
It
if
• ��., $

Animal Waste Management Plan Certification
(Please type or print all information that does not require a sh!nature)
Existin r New or Expanded lease circle one)
General Information:
Name of Fans:_The Pip, Ranch Facility No: 54-4
Owner(s)Name: Collier Holdin s LLC Phone No: 252-568-4204 x 234
Mailing Address:PO Box 265 Pink Hill NC 28572
Farm Location: County Farm is located in: Lenoir
Latitude and Longitude: 35 02' 34" / 77 41' 01" Integrator: JC Howard Farms
Please attach a copy of a county road map with location identified and describe below(Be specific: road
names,directions, milepost,etc.): Take NC 241 out of Pink Hill tarn left onto W. Pleasant Hill
Road to Watering Pond Road then_turn right onto Pack Power Road which is the farm entrance.
Operation Description:
Type of Swine No. ofAnimals Type ofPoidiry No. ofanimals Type of Dairy No. of animals
a Wean to Feeder U Layer ❑Milking
Feeder to Finish 20009 ❑Non-Layer O Dry
O Farrow to Wean Type of BeejNo. of animals ❑Heifers
O Farrow to Feeder O Brood u Calves
❑Farrow to Finish ❑Feeders
•Gilts ❑Stockers
0 Boars Other Type of Livestock: Number ofAnimals:
Expanding Operation Only
Previous Desi g Ca acltv:. — Additional Desien Ca aci :�__ Total Desi n Ca achy:
Acreage Available for Application: Required Acreage: g '
Number of Lagoons I Storage Ponds:6 Total Capacity: 4299476 Cubic Feet(ft3)
Are subsurface drains present on the farm: YES or NO (please circle one)
If YES:are subsurface drains present in the area of the LAGOON or SPRAY FI ELD(please circle one)
Owner/Manager Agreement
I (we)verify that all the above information is correct and will be updated upon changing. I(we)understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I(we)know that any expansion to the existing design capacity of the waste treatment and storage
system or construction of new facilities will require a new certification to be submitted to the Division of Water Quality
(DWQ) before the new animals are stocked. 1 (we) understand that there must be no discharge of animal waste from the
storage or application system to surface waters of the state either directly through a man-made conveyance or from a storm
event less severe than the 25-year,24-hour storm and there must not be run-off from the application of animal waste. I(we)
understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical standards
developed by the USDA-Natural Resources Conservation Service(MRCS). The approved plan will be filed at the farm and at
the office of the local Soil and Water Conservation District. I (we) know that any modification must be approved by a
technical specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land
ownership requires written notification to DWQ or a new certification (if the approved plan is changed)within 60 days of a
title transfer.
Name of La er: Ca i r HoMings LLC
Signature: dAW
Date:
Name of Manager(if different from owner):
Signature: Date
AWC -- December S,2000 t

Animal Waste Management Plan Certification
' lease tyDe or 1xint all information that does not re wire a si cure)
C, General Information:
Name of Farm: - _ LI —Facility No:
Owner(s) Name:
Phone No. ,1L-aL- Ly
Mailing Address: 1 ��/ �c
Farm Location: p r r County Farm is located in.—
Latitude and Longitude: , I / 2 YZL �4 Integrator: WVj-#A�� 0-r
Please attach a copy of a county road map with Iocation identified% and describe below (Be sp ' ic: road
names, directions, milepost,etc.): " i
Operation Description:
Type of S:vine No. of Animals Type of Poultry No,of Animals Type of Cattle No.of Animals
❑Wean to Feeder 0 Layer 0 D
-Feeder to Finish B PIP 0 Pullets ©Beef v
0 Farrow to Wean
GC wrow to Feeder D
0 Farrow to Fudsh Other Type of Livestock: Number of Animals:
❑Gilts
0 Boars
Acreage Available for Application: a Required Acreage:— ;2, _
Number of Lagoons I Storage Ponds: Total Ca acity: Cubic Feet(ft3)
Are subsurface drains present on the farm: YES or NO (please circle one)
N YES:are subsurface drains present in the area of the LAGOON or SPRAY HELD(please circle one)
Owner/Manager Agreement
I(we)verify that all the above information is correct and will be updated upon changing. I (we) understand the operation
and maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of
animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the
application of animal waste. I (we) understand that ran-off of pollutants from lounging and heavy use area must be
minimized using technical standards developed by the Natural Resources Conservation Service. The approved plan will be
filed at the farm and at the office of the local Soil and Water Conservation District. I (we) know that any modification
must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved
plan is changed)within 60 days of a to s er.
Name of Land Owner
e
Signature: Dat`.e: h2-- {- �
Name of Manager(if different from owner);
Signature: Date:
AWC -- August 1, 1997 1

Technical Specialist Certification
L As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursownt to i3A
NCAC 67 .0005, 1 certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management
(DEM) as specified in 15A NCAC 2H.0217 and the USDA-Nauz d Resources Conservation Service (MRCS) and/or the
North Carolina Soil and water Conservation Commission pursuant to 15A KCAC 21LO217 and 15A NCAC 6F .0001-
.0005.The following elements are included in the plan as applicable. While each category designates a technical specialist
who may sign each certification(SD, SI,WUP,RC,I), the technical specialist should only certify parts for which they are
technically competent.
A Certification of Design
A)Coll lion, Storage, Treatment System
Check the appropriate box
0 Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
42' Now. expanded or retrofitted facility (SD)
Animal waste storage and treatment structures,such as but not limited to collection systems, lagoons and ponds,
have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist(Please Print): OLS P
Affiliationn.5- � Date Work Completed:
Address(Agency)-. C d' Phone No.:?J'1-V —241P
Signature• Date
B)Land A lication Site (WUP)
The plan provides for minimum separations(buffers);adequate amount of land for waste utilization;chosen crop is
suitable for waste management hydraulic and nutrient loading rates.
Name of Technical Specialist(Please Print):
Affiliation Date Work Completed:
Address(Agency): Phone No.:
1
17
Signature: ., �1�.tA1/ _Date: --T-
C) Runoff ntra from Exterior Lots
Check the appropriate box
' 't wi out 'o o (SD or WUP or RC)
This facility does not contain any exterior lots.
Facility exterior lots- (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by NRCS.
Name of Technical Specialist(Please Print):_ --
Affiliation Date Work Completed-
Address (Agency Phone No.•
Signature:
AWC -- August 1,1997 2

:D). Apl2lication and Handling Equipment
Check the appropHare box
ilk Animal waste application equipment specified in the plan has-been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plea at rates not to
exceed either the specified hydraulic or nutrient Ioading rates, a schedule for timing of applications has been
established;required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
O New expanded.or exiarine WlLMmdthouLexi&&wwtg=11cadon cgW=ent for s=X irdgation, (1)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
0 New. expanded. or exict;ng facility and hout exisdMR w—aste aggilication equipment for land,%=�i g not nsin¢
,may ungation. (WT,JP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the'
Plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
Name of Technical Specialist (Please Print):
Affillation _ _ _ Date Work Completed:
Address(Agency Phone No.
Signature: -af Date:_{ f'-7
E) Odor Control, Insect Con of Mortality Management and 'Wergency Action Plan SD._
SL WUP, RC or l)
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect
Control Checklist,a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and
insects have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist(PIease Print):
Affiliation Date Work Completed:
Address(Agency): IPhone No.:
.,
Signature: ,Date:_ �c�` �,� 2Z.
F)written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begirt construction after June
21,19%. U the facllity was built before June 21,1996,when was it constructed or last
expanded .
I(we)certify that I(we)have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road,street,or highway from this new or expanding&wise farm. The notice was
in compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified is
attached
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
AWC -- August 1,1997 3 �`

W. Certification of Installation
A) Collection, S#orage, Treatment Installation
Kew,expanded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds,have been installed
in accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address(Agency): Phone No.:
Signature: Date:
B)Land Application 1#e (WUP)
Check the appropriate box
Q- The cropping system is in place on all land as specified in the animal waste management plan.
0 Conditional Approval: all required land as specified in the plan is cleared for planting;the cropping system
as specified in the waste utilization plan has not been established and the owner has committed to establish the
vegetation as specified in the putt by (month/day/year); the proposed cover crop is
appropriate for compliance with the wasteutilization plan.
❑ Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared land*ithin 30 days
of this certification,the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist(Please Print):
Affiliation Date Work Completed:
Address(Agency): 44 Phone No.:
Signature: Date:
This following signature block is only to be used when the box for conditional bpproval in III. B
above has been checked.
I(we)certify that I(we)have committed to establish the cropping system as speed in my(our)waste utilization plan,
and if appropriate to establish the interim crop for erosion control,and will submit to DEM a verification of completion
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I(we)
realize that failure to submit this verification is a violation of the waste management plan and will subject me(us)to an
enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):-
Signature: Date:
AWC — August 1, 1997 4

Q Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified
in the plan.
For facilities without exterler lots, no cernlcadon is necessary.
' Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address(Agency): Phone No.:
Signature:_ Date:
D)Application and Handling Equipment Installation (W[IP or 1)
Check the appropriate block
40' Animal waste application and handling equipment specified in the plan is on site and ready for use;
calibration and adjustment materials have been provided to the owners and are contained as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract; equipment specified in
the contract agrees with the requiremeuts of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
Conditional approval: Animal waste application and handling equipment specified in the plan has
been purchased and will be on site and installed by (month/day/year); there is adequate
storage to hold the waste until the equipment is installed and until the waste can be land applied in
accordance with the cropping system contained in the plan; and calibration and adjustment guidanc6 have
been provided to the owners and are contained as part of the plan.
Name of Technical Specialist(Please Print):
Affiliation Date Work Completed:
Address (Agency): P Phone No.:
Signature: r
Date: l�� �'~r �/
The following signature block is only to be used when the box for conditional approval in III D
above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plats and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(we)realize that failure to submit this verification is a violation of the waste management plan aiid will subject me
(us)to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Narne of Manager(if different from owner):
Signature: Date:
E)Odor Control Insect Control and Mortality Management SD. SI WUP RC or
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.-
Name of Technical Specialist(Please Print):
Affiliation Date Work Completed:
Address(Agency): 4 Phone No.:
Signature-- RIJ19M kl. fftw laazl Date: LV— f�'
AWC -- August 1, 1997 5

Please return the completed form to the Division of Water Quality at the following address:
ti Department of Environment,Health,and Natural Resources
Division Of Water Quality
Non-Discharge Branch, Compliance Unit
P.O.Box 29535 -
Raleigh,NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy
in your files with your Animal Waste Management Plan.
AWC -- August I,1"7 6

EMERGENCY ACTION PLAN
PRONE NUMBERS
Division of Water Resources (DWR) lq''P�O�' tP300
Emergency Management System(EMS) a5a- 5,59- Pit
Soil and Water Conservation District(SWCD) a5 a'5au- 91q 9 exi 3
Natural Resources Conservation Service (MRCS) a59L^ 6?&- a jqa�- 3
This plan Will.be lmplernented-in the event that vrastes from leal idg,
overflowing,or running off site:You sl'ouiil ncit watt utitii.avastes re cli surface rvaders;or leave..
Your property to consider that you have a.problem you should make every Pffort to enst:te:that
is-.does`not Happen _This flan should be:posted in an'accessible l:oeation for ail employees fit: . . .
the,facility The folk wing are sortie action sterns you'should:take
1 Stop the.release of wastes Depend�r�g o the s-ttrmion,this may or may-fio� be possibly
Suggested responses.to some possible.:problerns are;listed;:belo�v..
a Lagoon overflow=possible solutions:are
1) Add soil to berm to increase elevation of dam:
2) .blimp wastes:to fields at ail acceptable-rate
3) .Stop all:flows to the.aagbon Irrimediately... :.
4) Carl 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.elimina e' the 'eason:(s) that caused file runoff:
5) Evaluate the .application rates.for the fields.where runoff occurred.:.
c': Leakage from the waste pipes and sprinklers=actioninclude:
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

d. Leakage from flush systems, houses, solid separators-action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house,flush systems,or solid separators.
5) Repair all leaks prior to restarting pumps.
e. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks- possible action:
_ 1) Dig a small sump or ditch away from the embankment to catch all seepage,pul in
__— a-s�ersl'�le-pax-rip,and-pump�av�r.to lagoon .•: .
): IT holes are-caused by Burrowing airnais;:tia .or rerrtove anirrials•and tall doles
dnd oompaet wail a clay typesotl
3) Have a professional evaluate the condition.of the.side walls and lagoon bottom as.
: . .: soon as possible.
2: '.Asse.as the intent of the spill and node any obvtousdamages.
Did the waste reach any sua face waters
b Approximately how much was released and for what.duration`
Ariy damage noted; such as employee rnjury:,fish k;ils,or property dmae�
d Did the spill leave the property
e Does the spill Have the potential tb reach surface waters
f.. could a:futpre rain event cause the spill to reach surface•waters`
g. 'Are potable water'wells in danger(either-on or off of.the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours,call your DWR regional office,phone number: MQ
Cj4lp' aq!a 1.After hours,emergency number: 1-800-858-0368.Your phone call should
include::your name,facility,telephone.number,the details of.the incident from item 2
above,the.exact location of the facility;the location or direction of movement of the
spill,weather and Wind conditions.The corrective measures that have been under
taken, and the seriousness of the situation.
b. If spill leaves property'or enters surface waters,call local EMS,phone number:06;1
59 19 Il .Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension, phone number:
2 November 23,2016

2) local SWCD office,phone number: 952'6aLo-91ciq CM 3
3) local NRCS office,phone number: �1Jo� 'Sa•CQ'r'("1qq Q,X'r 3
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name: �o-Gm 1.5
b. Contractors Address: 32,10 LtvG ()ay "QC U \26 Dttp V-un,1-.1C �252S
^cContract2rs.Phone:
6.- Contact the ieclinieiil specialist.w ilo certified the'Iagoon l`+iRCS,Consulti.hg:Engineer;
etc.)
d. . Name: 9-Q Rn l:G -in NJ
--b. Phone. (a
7.. Implement procedures as advised by DVVR and echnical assistance.'agencies to rectif..y.. ;
the,.damage,repair then stem,and,reassess the waste mans ement lan to kee roblerns
y
p p P
:with release of wastes from.happening again.
3 November 23,2016

Insect Control:Checkiist for.Anlmal Operations
Source Cause BMPs to Control.insects Site Specific Practices
L` Wd S. stems
Flush gutters Accumulation of solids O Flush',system is:designed and operated sufficiently
t .'remove accumulated solids from gutters as
designed
Remove bridging of accumulated solids at
discharge
Lagoons and pits Crusted solids EM Maintain lagoons, settling'basins.and pits where v
pest breeding is apparent to minimize the crusting
of olids fo a depth:of no more than 6 to 8 inches
over more-than 30 percent of surface
Excessive vegetative Decaying vegetation fi Maintain vegetative control along banks of
growth lagoons-and:other u irilpondments.to prevent
accumulation of decaying vegetative matter along
Water's edge on.impoundment's,perimeter.
Dry Syste
Feeders ms
T
Feed spillage ® Design, opei ate,and maintain feed systems
(e:g , bunkers and troughs)-to.minimize the
accumulation of decaying wastage
Cle.an up pillage on a rautme,basis (e.g.,7- to 10-
day interval during summer.; 15-:to 30-day interval
during wintei)
AMIC - November 11, 1996,page 1

Insect Control Checklist for Animal Operations
Source Cause >l MPs.to Control Insects Site Specific Practices
Feed storage Accumulations of feed 113,
Reduce rrioisture 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
products)
inspect for,and remove or break up accumulated
- solids in:f lter strips around feed storage as needed
Animal holding areas • Accumulations of animal IM Eliminate.low areas that trap moisture along fences
wastes and feed wastage and other locations where.waste accumulates and
disturbance by animals is minimal
® Maintain fencerow:s`and filter strips around animal
holding:areas to minimize accumulations of wastes
(i.e. inspeef for and remove or break up
accumulated.solids as needed)
Dry manure handling o Accumulations of animal 13 'Remove spillage on a routine basis (e.g.,
systems wastes 7- to 10-d4y.interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
0 Provide for adequate drainage around manure
stockpile
O Inspect for and remove or break up accumulated
wastes in filter strips:around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of ntomology;Box 7613,North Carolina State University,Raleigh, NC 27695-7613.
AMIC - November 11, 1996,page 2

Swine.Farm:Waste-Mahagem6n Odor Control Checklist
Source_ Cause 7. BMPs to Min inize Odor Site Specific Practices
Farmstead Swine production rn Vegetative or,wooded buffers
C Recommended best management practices
( Good 'ju,dgment`and common sense
Animal body • Dirty manure-covered 0' Dry-'floors
surfaces animals
Floor surfaces • Wet manure-covered floors Slotted floors
Ob.,Waterers located over:slo:tted floors
0 Feeders at high.end of solid floors
C "Scrape manure buildup from floors
GJ Underflooi ventilation`for. drying
Manure collection • Urine Frequent,manure removal by flush,pit recharge,
pits Partial microbial or scrape;
decomposition 0 underfloor ventilation:
Ventilation exhaust o Volatile gases Fan maintenance
fans C Dust El Efficient.air movement
Indoor surfaces Dust Washdown between groups:of animals
Feed additives'
M O Feeder•covers ..
@r Feed delivery downspouf.extenders to feeder
'Covers.. ,
Flush tanks m Agitation of recycled lagoon 0 Flush tank covers
liquid while tank§ ai°e fling 0 Extend,.fill lines to near bottom of tanks with
Anti-'si hon vents
Flush alleys Agitation during wastewater [1 Underfloor flush with:underfloor ventilation
conveyance
A A4ni' - i J Vp iipr 1 1. 1 QQv. uacr" i

Swine Farm Waste Management OdorControl Checklist
Source Cause BN[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 sump tank O Sump tank cowers
filling and drawdown
Outside drain • Agitation during wastewater O Box covers
collection or junction conveyance
boxes
End of drainpipes Agitation during wastewater :' 2 'Ekt.end discharge.point'of pipes underneath
at lagoon conveyance level
Lagoon surfaces Volatile gas emissions Proper lagoon liquid capacity
• Biological mixing Correct lagoon:startup procedures
Agitation 2"Minimum surface area-to-volume ratio
Minimum agitation when pumping
0: Mechanical aeration
j 0 Proven biological additives
Irrigation sprinkler • High pressure agitation Irrigate on dry days with .little or no wind
nozzles • Wind drift 13 Minimum recommended.operating pressure
I
G( Pump intake near lagoon liquid surface
13 Pump from second-stage lagoon
Storage tank or • Partial microbial Bottom or midlevelloading.
basin surface decomposition 0 Tank covers
• Mixing while fill ng 13 Basin surface mats of solids
• Agitation when emptying 0 :Proven biological additives or oxidants
AMOC - November 11, 1996, page 2

tine Farm baste Management Odor.Control Checklist
Source Cause A40 to M niinize Odor Site Specific Practices
Settling basin surface ° Partial microbial Extexid drainpipe:outlets underneath liquid level
decomposition O Remove settled solids regularly
Mixing while fillings..
• Agitation when emptying
Manure, slurry,or ® Agitation when spreading 13 S01"1 injection of slurry/sludges
sludge spreader Volatile gas emissions 0 Wash residual manurefrom spreader after use
outlets - Proven biological additives or oxidants
Uncovered manure, Volatile gas emissions while C3 Soil injection of slurry/sludges
slurry,or sludge on drying Soil rncorpoiation wifHiri 48 hours
field surfaces p Spread in thin uniform,layers for rapid drying
O Proven biological additives or oxidants
Dead animals Carcass decomposition. _ Proi) i.disposition of carcasses
Dead animal disposal Carcass decomp�s.iti,on ..0 Complete cover in of`'.carcasses in burial pits
pits r Proper-location/construction of disposal pits
Incinerators s Incomplete combustion;. 0 Secondary stack burners
Standing water • Improper drainage;' Grade and.landscape such:that water drains away
around facilities Microbial deconiposrtion:of from facilities
organic matter
Manure tracked onto Poorly maintained:access Farm access road maintenance
public roads from roads
farm access
AMOC_'. - November 11, 1996,na¢P I

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 Managemeit: 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 Equipment; 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; �PRO107, 1995 Conference Proceedings Florida Cooperative Extension
{
AMOC- November 11, 1996, page 4

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
a 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.
ORendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted Iiy 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 opinior6of 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.
('0 2- o57- ,�
Signature of Farm Owner nager Date
Signature o echnical Specialist Date I

Operator: pig Ranch Backl-2
County:__ _________ ___________ __________ ______=> Lenoir Co. NC
Date:==== =-=w==a__ ___________ __________ ________> 02/17/16
Dist.to nearest residence (other than owner) : 1000 ft.
sows (farrow to finish) :=== __________ ________> 0
sows (farrow to fee eder) :=== __________ ________> 0
head (finishing only) :===__ _________= Y=====__> 9000
sows (farrow to wean) :===__ __________ ________> 0
head (wean to feeder) :==-_ 0
Ave. Live Weight for other operations(lbs. )=> 0
Storage volume for sludge: accum. (cu. ft. ) :=> 0
Treatment Volume (min. 1 cu. ft./lb. )====_> 1.0
25 Year - 24 Hour Rainfall (in.)===______=_> 7.5
Rainfall in excess of evaporation (in.)===_> 7.0
Drainage area of buildings & lots (sq. ft.)=> 0.0
Volume of wash water (gallons/day) 0.0
Temporary storage period (days)====______=_> 180
Freeboard (ft. ) :==aC=__=__________________> 1.0
Side slopes (inside lagoon) :-====_______=_> 2.0 1
Inside top length (ft. ) :=_________________> 705.0
Inside top width (ft.) 230.0
Top of dike elevation (ft. ) :________________> 49.7
Bottom of lagoon elevation (ft. ) :=__=_==_=_> 33.7
Seasonal high water table(SHWT) elev. (ft. ) :=> 44 .5
Total required volume:====_ ___-____> 1707642 cu. ft.
Actual design volume:====_ ________> 1977240 cu. ft.
Stop pumping el. (> or = to 44.5 ft.SHWT)> 44 .5 ft.
(> or = to 39.7 tt.Min.)
Required minimum treatment volume: 1215000 cu. ft.
Volume at stop pumping elevation: 1344160 cu. ft.
Start pumping elev. :===_____________________> 47.9 ft,
Volume at start pumping elevation: 1851683 cu. ft.
Actual volume less 25yr-24hr rain: 1875896 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:—=> 391299 cu. ft.
Actual volume to be pumped:==> 507523 cu. ft.

S '
Operator: Pig Ranch Backl-2 County: Lenoir Co. NC Date: 02/17/16
Distance to nearest residence (other than owner) ; 1000.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. - 0 lbs
9000 head (finishing only) x 135 lbs. = 1215000 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 0
Total Average Live Weight 1215000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1215000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 1215000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE STORAGE NOT COMPUTED AT
Volume = 0.0 cubic feet LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------- 705.0
Inside top width (feet)----------------------- 230.0
Top of dike elevation (feet)----------------- 49.7
Bottom of lagoon elevation (feet)------------ 33.7
�\ Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 2.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.0 2.0 2.0 2.0 701.0 226.0 15.0
AREA OF TOP
LENGTH * WIDTH =
701.0 226.0 150426 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
641.0 166.0 106406 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
671.0 196.0 526064 (AREA OF MIDSECTION * 4)
CU. FT. = (AREA TOP + (4-AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
158426.0 526064.0 106406.0 2.5
Total Designed Volume Available 1977240 CU. FT.
I .

:t
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width -
105.0 230.0 162150.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 162150.0 square feet
Design temporary storage period riod to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume a 1215000 lbs. ALW/135 lbs. ALW * 1.31 gal/day 180 days
Volume = 2219400 gals. or 296711.2 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
., the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 94587.5 cubic feet
A : .

Id d
5D. volume of 25 year - 24 hour atorm
Volume = 7.5 inches / 12 inches per foot * DA
volume = 101343.8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 296711 cubic feet
5B. 0 cubic feet
5c. 94588 cubic feet
5D. 101344 cubic feet
TOTAL 492642 cubic feet
6. SUMMARY
Temporary storage 180 days
Rainfall in excess of evaporation=_=======> 7.0 inches
25 year - 24 hour rainfall—dam+===___=__=====> 7.5 inches
Freeboard-===—==__=================--======> 1.0 feet
Side 2.0 : 1
Inside top length=====____________=____> 705.0 feet
Inside top width=====____________________> 230.0 feet
Top of dike elevation======= =====-- ----> 49.7 feet
Bottom of lagoon elevation===========—___> 33.7 feet
Total required volume======================> 1707642 cu. ft.
- =
Actual design volume=====_=________�-=--> 1977240 cu. ft.
Seasonal high watertable elevation (SHWT)===> 44.5 feet
Stop pumping elev._________________________> 44.5 feet }
Must be > or - to the SHWT elev.==========> 44.5 feet
Must be > or = to min- req. treatment el.=> 39.7 feet
Required minimum treatment volume=====_--===> 1215000 cu, ft,
volume at stop pumping elevation=======_==--=> 1344160 cu. ft.
Start pumping elev.==____ ______ ___ ______> 47.9 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1875896 cu. ft.
Volume at start pumping elevation—========> 1851683 cu. ft.
Required volume to be pumped=====___===-====> 391299 cu. ft.
Actual volume planned to be pumped====--=> 507523 cu. ft.
Min, thickness of soil liner when required==> 2.3 feet
7. DESIGNED BY: AGRIMENT SERVICES INC. APPROVED BY:
HATE: 2/17/2016 DATE: 2/17/2016
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
I -

' 3BSYGN IS FOR A SXNGLE STAGE LAGOON
LA
CLIENTS ---------_
I:RICHAR D PUTNAM
COUNTY LE_ NDIR `CO. NORTH
CAROLINA,
TODAYS Di'E'E rr T� —__—= ___ > MAY 2 3 i i 1995
DISTANCE,a; '7 AR-W 1000 FEET
NUMBER O N :PIGSEA13 ,I r`
., ;T( FEEDER O
NUMBER 6500
NUMBER OF, &.OFiTSLING
❑
NUMBER OF af +� f., AE +k [� £' ' -
J a➢ T:11 'SEDER =-_____> r Q1p f
NUMBER OF SO�I9� FRc4+T '� FsI$+IISH =-___ __>:.•t 0 '11
DEGREE OF i".0 Cf31i3j€C 1L� f i
S"I L r i �ypd,�E -..._�-7----C� f7'
(minimr' s lb SSLW) f��r
(maxlnt P b SSLW) f
NUMBER DI' 1` V4CI7MULATIOPd > 0 . 0 YEARS
TOP LENGTH AT NORMAL WATER LEVEL =__-==> 430. 0 FEET
TOP WIDTH AT NORMAL WATER LEVEL =___-==> 210 . 0 FEET,'
NORMAL WATER LEVEL ELEVATION =-------__> 44 . 5 FEET
SEASONAL HIGH WATER TABLE ELEVATION =__> 44 . 5 FEET '�,r'��
LAGOON BOTTOM ELEVATION =____--________> 33 , 7 FEET
Depth of Permanent Water 10. 8 feet
(minimum depth without sludge = & feet)
(minimum depth with sludge = 8 feet)
SIDE SLOPES ___________________--____-_> 1. 0 : 1
-,, Permanent Volume Required 877500. 0 cubic feet
Permanent Volume Provided 902270. 0 cubic feet
ADDITIONAL DRAINAGE SQUARE FEET> 0 SQUARE FEET
(i.e. pumpout pond &: r. outside area)
LENGTH OF 'PUMPING CYCLiE 180 DAYS
GALLONS OF FRESH WATER"-`;ADDED DAILY =__=> 0 GALLONS
EXCESS RAINFAZ,Y, 1BOtTE ,;EMAPORATION =___-> 11.8 INCHES
25YR/24HR STORk RAINi�'A 7. 0 INCHES
FREEBOARDr -____---___
{; ;=p-== �' _> 1. 0 FEET
Temporary Storage Voluiti 362815.4 cubic feet
,.i.eg4�
Top of Da ` ' i 49. ''4' eet
Inside Da'+ t Top of Dann ij
Length = M l - - r:
9 -' th - 220 feet 1 �Qd
Begin Pum 47
Stop Pumpi 44 . meet i'(' Sec- � •�
���; k 6�ni'�}'`tgf'-v;r�• 1'� ram:,:. a..�
Y t NAM' t ,
3
sr1Uj
� �-
rn �Yk+F� j mgr si�lHall
! ^'
rX
a
e�ay "Ie,e �rryA cd4 W "Gba4af�i
,�'�
♦♦.r f ➢ 1
¢ f
l C•2 k, v � ..rGy_ C�r {L t�s' �a,• S.pti. a,
�r5.-,_.'z 114;J;,i r'"C_��•[e�A�+.s�:�ae�' u tr�' p:�.

.r-.:-'. e•x t..xerin}:... s.if.,;p,.,;,�,�bm.:µ:.':fE,`.i'18. 'i'f,:31"„'
STEADY
0 lbs
0 11e,ad. Vt�anl'ing t t0':"t r x 30
6500 h:d: �eeder, cx�, 1. '' shing x 135 lbs.
877500 lbs
0 o:�yS ,arroPa• t' .' ailing x 433 lbs.::. - o lbs
0 sows farrow * ' feeder x 522 lbs ;i _ 0 lbs
0 s .ups '•f.airxc .•= `u`;f -n! sh x 1417 lbs'::t 0 lbs
877500 lbs
'It�'�.A�i ;S'T�EAU� t 5��2�r. -LIVE WEIGHT (SslpLa) i
r
SLUDGECGUgr�A'I' DI ; x
i,
S3.udg 'aocui �zl � at the rate of .0. 080 cu, ft. per year {:
-i `STATE LIME WE:�b-HT in wine.
Years o sj adg•e.' accumulation in design? 0. 0
Sludge Volume = 0 . 0 cubic feet
J . REQUIRED LIQUID VOLUME OF LAGOON
Design for 1. 0 cu. ft. per pound SSLW
Total Volume = (SSLW * Design factor) + Sludge volume
Total Volume = 877500 . 0 cubic feet
4. NORMAL LAGOON LIQUID LEVEL
Maintain normali;lagaon liquid level at elevation 44 . 5 feet
Construct lagobh, .bottom elevation 33 •7 feet
Lagoon size f.'&.- h'rmal lagoon liquid volume using prismodial formula
SSjENDI SS-END2 SSjSIDEl SS/SIDE2 DEPTH
1 . 0 !. 0 1. 0 1. 0 10.8 j
AREA or" TOP
LENGTH
90300. 0 (AREA OF TOP)
td e ir° .I•yr',�, i Isd1j�
A�L „
7 6 2 . 5 �1RE1� OFf;°::BOTTOM)
y� } , 9
6} q g$y
L V�!• sJ leAll
yPq
835044. 6gr RE
A OF € fIDSECTION)
MZAI :� _q' k (4*AREA MIDI�y�rl"i� TION) �?+ AREA BOTTOM) * DEPTH/6
p df`i 33�018 . 6�r! i . 7��42 .5 1. 800
I r
Pstf,
zFTilad "Ri r a 'r'r w j4 �a _
vQ � i'� � pRMAL LAGOON], QUID L'. IEL = g02270. 0 CU. FT.
t�rz 'f�°. ;;f``!° 877500 . 0 CU_ FT.
ry £p ,r li t `J/dtry :+4FA.15.i.L SW
� dM ,yfFr�wc .r y r"-. VVf T �•;rl RR '�s rt S,C .`ii7CVA aNlljiisP i -wP'Fj. <i�d d.
TF � EGyriS OF THE LAGcC AT NORMAL LIQUID LEVEL
�`` �:FEET LONG BY 'i4( ., 213. 0 FEET WIDE
a�^e,''}%::, d••r x;J"• .�•A�:`dr�J'w&��:{Fn.��`•A; �;`. ;e'�I'�'(°'• 1
ar`'`Fq
i.'. �rT..,.''� !P'... -r�:.a4s� ..kS !tclk4f•' e: ;1

•e
5 . DIKE
P-1 act° spoil,antinuous dike,, to elevation 49 . 5 feet.
Q t v
6_ TEMPORAP,� 5TC3 GE."R UlAED
BAIVG `{
Lagos!' �t[7
x 3 " z " �� 2:? •0. 968O,f.?:squarefeet
t" i C�2y �t}ncE 1. e0
Aiar; e Area
,r U square feet
JI
{ 96800.: square feet
Pumping cycle to be 180 days.
6A. Volume of waste produced
Volume = 877500 SSLW x 0. 01 gallon/lb. SSLW/day 180 days
in the pumping cycle / 7.48 gallons per cu. ft.
Volume = 211163 . 1 cubic feet
68. Volume of wash water
This is the amount of fresh water used for washing floors or
volume fresh water' used for a flush system. Flush systems that
recycle the 14g0bh water are accounted for in 6A.
Volume 0 gallons/day * 180 days in the pumping
aM
cy�,_:e�'i divided by 7. 48 gallons per cu. ft.
Volume i;•A A!' cubic feet
6C. Volume of rairif.al1,...in excess of evaporation
Use period opt ;ti„iie;w en rainfall exceeds evaporation by largest
,J�i
'erence) - a ; 11. 8 inches
INN
DA
nches rg * 2 inch ..
/ �'s per foot
V p ubic feet
6D. � =r iv
Vq , �.�"= r r LZA hour storm p ,
V d� hches * DA / '11 inch per foot
All v
4<uyw5pp
s1Zb1C feetr
r>e1r`� �
} � NARY STORAGE
a Fxt E' Tiy *e: a Sir y� � a� 'k
a�z 231163 i i. ' b1 C f e6.
hrmK ,4
b S•* e•7�4,4L 3..'�,,,k�y ° ° � �,L.` ~`�g. Q ,;'. b 3.G' f eze.r-
°r bnr�ik rvx95186 7 C�jubic feat
} 56466 . 7 'pubic feet
t 10. ` ' '� f.liAl y '
TO'I` L"=Ff � �� 'lpGE 362816 4 F"ibic feet

7 . DEP`1'I C? � • .`J�0RAyE.I��"�'� lED {ABOVE NOAI:tAL LIQUID ELEVATION OF LAGOON)
Dorjtwt'1l�rt�qu'1';iz!:a .,Volume of tempdiary storage divided by surface
-Q lagoon.
,
Dept:� reclt]?rtrd,�-:'I'r 362816 cu. ft. / 90300 sq. ft.
Dep't,) ' y eq�y'. ���jryryyy ^
- �".�. bi'��w�.``K' j�a!, Y?{,SJ feet r
Soiitz�] .',la c�ct0ri 'yl''icxiiid elevation 44 . 5 feet
-U t x x ecru re'
_'' 4. 0 feet
Fr66-' cia`rc'. G YP 1. 0 feet
49-. 5 feet
:P"i'T'HE INSIDE EDGE OF THE DAM AT ELEVATION 49 .5
FEET ICY 220. 0 FEET
8 . SET BEG3114 PUIIPI1dG,E: �8 VAT I0N
PUMPED STORAGE VOLUME
6A. 211163 . 1 cubic feet
6B. 0. 0 cubic feet
6C. 95186 . 7 cubic feet
TOTAL PUMPED VOLUME = 306349. 8 cubic feet
Depth required = Volume of pumped storage divided by surface
area of lagoon at normal water level.
Depth required = 306349.8 cu_ ft. / 90300 sq. ft.
Depth required = 3 . 4 feet
6 �
DESIGNED SY: APPROVED BY:
;I
DATE- DATE:
�r
@a izl�
,.FOP
Y. 1 +
#
'M+..�
T.ca`5 P wCiJCi�aa k7 f'�t a � -ur 1P „w a 3
a•, r`r �>!,.t�'7 �y'iJ °R fi NiPR kSi�yr,a!� i
Ar aF¢'1 P i d s x '&ri.�y [Yry�n7• �'x +U +t a''r } t.
Nt YA
r',re"�,}a�,F''`f £+tS�4i`������t'�!"���+-�'ir�1.»§`4^'`x�I s Q�•+" s' �

.71
'lyi167 p�' ;SI �� IS FOR A SINiG`I.E STAGE LAGOON
CLIENTS NAMb. ,..;•�;
COUNTY = �_ ,� Richard Putnam Power Pack loner f
TODAYS DA 'EY _ L-;w}t,d" -° __--_> Lenoir County
DISTANCE TO: NE RE}ST;WN 3Ii. F`AR 4~RESIDENCE--> -• eptember 11, 1997
NUMBER OF �•1�S-;d�,�'�?. M ' ;FEEDER =-___> � 1�000-F FEET
NUMBER QF ;1�t1GS 4 'EEUER''a , ,'1' -__=_> .0
NUMBER OF _0 S I'A�RC7�� �' �r�E1a-NLING-====-> 2 5 00"
NUMBER OF 0
NUMBER OF SC7itdS FAP2Cltw *� ----_=> r • (}
DEGREE OF "DQR N , WISH
TF ------ _> `1
(minimu � 1 cu F;;,�ss :. ------- 1.0
(maximUir 3 0 u -ft' `
pc� s`lb SSLW)
NUMBER OF -Y +flyDC-`r-fib SSLW)
F SLU CE NtCUMULA 5. 0
APS r ars TION >
% YEARS
s `y :r�-r .fir •{, !C'�� Cyz�l¢ � -
TOP LENGTH,, ,,- ,alr ��}, �f��, ;� i�{� �F�rEVEL = E
a" --__> 275. 0 FEET
TOP WIDTH Ark'. 3tdF. _L A. S'EVEL
NORMAL WATER LEVEL ELEVATIOk =_______ 250- 0 FEET }
SEASONAL HIGH WATER TABLE ELEVATION =--> 44 .5 FEETjr
8
LAGOON BOTTOM ELEVATION = --- 39 . 0 FT
LAGOON
Depth of Permanent Water. '______ _ 36. 0 FEET 7Oq
(minimum depth without sludge = 6 feet)
mum depth with s -5 feet
(mini - ludge 8 feet)
SIDE SLOPES ---__
Permanent Volume Required 472500 . o_ feet
47795
Permanent Volume Provided cubic feet �ck7 aa�
0.8 cubic feet •
ADDITIONAL DRAINAGE AREA IN SQUARE FEET>
i. e. Pumpout pond & other outside area) 0 SQUARE FEET
LENGTH OF PUMPING CYCLE: ==
GALLONS OF FRESH WATER. JI370ED DAILY = __> 180 DAYS
EXCESS RAINFALL ABOVE .E'Sl OPATION =====> 0 GALLONS
2 5 YR/2 4 HR STORI,S RAINFA r`� __Y=_===__ 11. 8 INCHES
FREEBOARD =_--__- _ _ " _-> 7.3 INCHES
ESTIMATED TOP Off` JAM E.EFT�i'I'ZpN - _ --_> 2 . 0 FEET r r3
Temporary ___�`> 49 . 7 FEET
P y Storage Volwapi-," 219467.4 cubic feet
Top of Dam Elevation
49 .
Inside Dimensions of ',,a Top of Dam? feet
Length = 306:2 'feet #ait1 = 281 . 2 feet - 8G /o
Begin Pump -- '
Stop Pum ', � . 3 L' 47.9 ,_
pin _ et �.
Volume 4 5 et
167087 8 X ®bic fey
t
-
�A r,4n% •C� ih F�I t 4Yt �'
v�P,}.�:_ r ,•a �+-5 sn..t$ �"'. Y�•x�i fit,1�` -
3a Pic
r
r•i .. �V� i gal"
.1 Y� `.iy'it�.•F•r yi yy +. `I)=Y4, hacAS{,�''•" �.,f•
F j°-M'•.d q€�M1.{SL l'} g-+7 h F) ..� � �•'1 j� -'ej,��' 1 x ?r, � .
a§.}y1�y7.`'.�x
t.''raE,�.yy1� +�}� C j
w2 a*" `d'C•r.51r w.rs?i f , v
gk dr !r
5t .
A Ad&o 4•;;!'q•.f y{�,.`'{ .�,tf'-: } F° I� .
a• 4rr &'i,,3 iv
I '
trj� r
_cr i.+t r„!s •! !w.c�1 J X"+f IFrr2Y; S.• ,tc�
r - fS ft..w"!y } xl F. Y•�{.Y4{f y p� , ,
f_ =f

J .. STEADY
_ 0 lbs
0 11 ad w�aaji 1.11t�» �'� .f.�eder x 3Q lbs:.e = 337500 lbs
2500 head: , sder,,.to, :fahl-s'hing x 135 lbs,. — 0 lbs
+ -
0 sl3v��.5 i ak�ri�i ; i:r ' a�!i,ling x 433 lbs., _ 0 lbs
0 66w6 i arrow' t `r � er X 522 lbs. _ 0 lbs
0 s6v7S fa:rro.V tb�e 1 i�Sr`l x 1417 lbs.
rTVE WEIGHT (SSLC�7) 337500 lbs
SLUDGE. AC. -U -LL i!rIot .
, per year
SludgecjCC � the rate Of -'0,. 080 cu ft
u E WETCIT in s7.ane.STATE LIVnd
ye, i�dc �,ictumulation in de
s;ign 5 . 0
�+
' 135D00. 0.'•cubic feet
Slt�.cite �l�e
3 . REQUIRED LIQUID VOLUME OF LAGOON
Design for 1 . 0 cu_ ft. per pound SSLW
Total Volume = (SSLW * Design factor) + Sludge Volume
Total volume = 472500. 0 cubic feet
LIQUID LEVEL
4 . NORMAL LAGOON
Maintain normal lagoon liquid level at elevation 44 . 5 feet
�. Construct lagoon bottom elevation 36 . 0 feet
Lagoon size for -.normal lagoon liquid volume using prismodial formula
"1' E1D2 SS jSIDE1 SS jSIDE2 DEPTH
SS/ENDS ; j 3 .0 3 .0 3_0 8.5
3 . 0
AREA OF; TOP
LENGTH *WID7'3.',�
275. 0 :,.25C3 . 0 68750. 0 (AREA OF TOP)
AREA OF BOTTOM
Lb * Wbr" _
0
:199.0 44576 . 0 (AREA OF BOTTOM)
22
ARC"; j',' d
- 1 % 56012 _$}.' ,':,AREA OAF MIDSECTION)TIO�} AREA BOTTOM), * DEPTH
I
6
(4*AREAM 1.417m . 44576. D wiL a3 d R€ 4 � F L .c f C V. ET
`' ` ��" ' (JRMAL LAGOOIJ ]QUID LVEL —77 g50 . 8
VCi � CF`_ ! _; $?. G' 472500 .0 CU. FT.
'4n M+��i' mod• 74 Sr
� *4 wry
`aa<r� •,° �`: �` � OF THE LAGd", AT NOR�4AL LIQUID LEVEL
TIIE, �r `i ,,
T,p+ � •" ' '�q FEET LONG 1 25 0 FEET WIDE
lMM ?r•19 1`t
>:i.
---. % ,aejP��,�,t���aa�ylay�,•�'? �+d�+�F� � �;, �'S�t[� R. �`n'a
r Atc Sk �d� t i�5'

• - A'Vpii•iU t�4�h, k rl �fSl F,$1� f'�:• 1 ..
5 . DIKE
.w�
Place' i:l tms. a`;ccz ;tinuous dike to. elevation 49 . 7 feet.
6. TEMPORARY, S 'URA F;:°, eBQUIRED
wiltj RT'i to rEat ,•.rnl
pG ,-2 86103;.:square Teet
Adda twona;l Dznge, Area :a
rt4tINt..4-"ga> t' 91 ,Square .'feet
3 z y t =
,w,.A T; TAzs'r 1 ? i�;:• 86103' square feet
P.aips Yc � c 5 � 18 0...,days.
X,r q V L •
6A. Vo1'uA6 ;fit .W aced
1 .
Volume = 337500 sSLW * 0. 0101481 gallon/lb. SSLW/day
in the pumping cycle / 7.48 gallons per cu. ft.
Volume = 82419.4 cubic feet
6B. Volume of wash water
This is. the amount of fresh water used for washing floors or
volume fresh water used for a flush system. Flush systems that
recycle the lagoon water are accounted for in 6A.
Volume = 0 gallons/day * 180 days in the pumping
cycle , divided by 7 . 48 gallons per cu . ft.
volume = "`�i ' . .0. 0 cubic feet
6C. Volume of raiia3 1... in excess of evaporation
Use period of `.t, mo -,When rainfall exceeds evaporation by largest
amount.
Excess rainfa.i= fference) = 11. 8 inches
Volume = .fl, 8 inches * DA / 1.2 inches per foot
B'
Vol e `Ls z F' $-.1 cubic feet
1yy� Fa 5y 5; �'� •1
6D. VD� ,"'N®R hour Storm
r
Vq ;l ] �xr °` rt3 inches * DA} 12 inches per foot
�7• 31
¢g �^
Y� .. 7 ,C 4 $� f. w17 CLibiC •feetTrq
AM
yo :m
TOr ' W5
't 4sit t' RY STORAGE
T
bic f�i-
:et
bic f.0et0u
1
Na
'?•?., 84668 4 „iubic feet
'�+ 52379 6� Cubic fort
4 ` a" �4> r Sri B 1: MAR 2 9 2019
ffiu
T eet�:aw + 35 WN G,yx�fi v, r�9aaTr frt i A a Wj`'a^^ti
eg
+,„�.a jcR•��(yi `�L '°f�t.i YC �"ee�� �t Si .B::
a� rik•q f a 9'r ' a' rt i.'.a�..�i:$ ''

t
7 . DEPTdi OF STORAGEW.R'9QUIRED (ABOVE NORkAL LIQUID ELEVATION OF LAGOON)
Depth.; i4qu.i ddlk'--=` V IUMe of tempo*;ary storage divided by surface
area-r6°g. -lagoon.
eejiti`r 219461 cu. ft. 68750 Sq. ft.
Depth ; squired ` 3 . 2 feet
No.!r' )nal. a 0 ' }TA4' U-'id elevation = 44.': 5 feet
�7eh'`reguir �. _,. 3 : 2 feet
el o X 5 a: 2 . 0 feet
49-7 feet
I{ :., } SI F •;prt-,1f 1E INSIDE EDGE-OF THE °DA14 AT -ELEVATION 49. 7
306. 2 FEET BY 281'. FEET
8 . SET $*Cs PUmP) ' ;
P•i'Jnptit gTOI 'C` 1`'',idLU'I�E
6A. 82419 . 4 cubic feet
6B. 0. 0 cubic feet
6C. 84668.4 cubic feet
TOTAL PUMPED VOLUME = 167087 . 8 cubic feet
Depth required = Volume of pumped storage divided by surface
area of lagoon at normal water level.
Depth required = 167087 . 8 cu. ft. / 68750. 0 sq. ft.
Depth required = 2.4 feet
DESIGNED BY: ' - APPROVED BY:
DATE: '" DATE
:I,f
J 'I
t
.I) k+ �,ga�l��`"�";ax• x_. 7ws 'P i{' .'s.: x, t-.i 'y;.
i`Qv, rx R 4y:} M G A1IR (@J W�2°i•� ;-.!}
,' 'r�e� ze
� R;'d 1Y4�� .u-iw r �.} �43'•' �i,.
`� w to +. ` 61
s••�
•Id 1{.7#A`I� ,fit +�+°�7Y �9 i"' ';1 L Tt! � !
13.
qV
vk' •.,"y'xI b y�ae%w 'S""'a7S�1 il{i�X:�cj ;�.Ex. ;,i7
y '•i d C ��r � � b•0�F c'•^w�J°
AM
y y + a
_-.,, �R�«g t rY?Fr'f�• g r i6r•' s,� G '4: ay - + ° i -
i a( T+�.,$�" 'tk'`i="'c"R"•R iiw�0413.
I�t1Ji
^�I3.Rjyw� ¢i�s4 I '
6
4;L
pp y a'
5', "aI}rt4'yr�a'a oy iaaA�'t grr9�t��;:}.:' �.•+.� ill,. .�

�4
Operator: -__=====V `-_- _ ___ __> Pig Ranch Frontl--4
County:-= - _> Lenoir Co. NC
Date:____ _________ ___ 02/17/16
Dist-to nearest residence (other than owner) : 1000 ft.
sows (farrow to finish) :=== __________ __ 0
sows (farrow to fee eder) :=== __________ � 0
head (finishing only) :_____ ______ 11009
sows (farrow to wean) :==w-- __________ 0
head (wean to feeder) :===-_ ________ 0
Ave. Live Weight for other operations(lbs. )=> 0
Storage volume for sludge accum. (cu. ft.) :=> 0
Treatment Volume (min. 1 cu. ft./lb.)===__=_> 1.0
25 Year - 24 Hour Rainfall (in. )============> 7.5
Rainfall in excess of evaporation (in. )= ==> 7.0
Drainage area of buildings & lots (sq. ft.)=> 0.0
Volume of wash water (gallons/day)==========> 0.0
Temporary storage period (days)========_____> 180
Freeboard (ft.) :____________________________> 1.0
Side slopes (inside lagoon) :=========-=-===_> 1.0 : 1
Inside top length (ft.) :==_____;�___=_ 1201.0
Inside top width (ft. } :_______________ 200.0
Top of dike elevation (ft.) :-====r__ __ 48. 9
Bottom of lagoon elevation 37. 6
Seasonal high water table(SHWT) elev. (ft.) :=> 44. 6
Total required volume:===== 2139400 cu. ft.
Actual design volume:====== 2298490 cu. ft.
Stop pumping el. (> or = to _^44.6 ft.SHWT)> 44.6 ft.
(> or = to 43.6 ft.Min. )
Required minimum treatment volume: 1486215 cu. ft.
Volume at stop pumping elevation: 1530229 cu. ft.
Start pumping elev. :______________� 47.2 ft.
Volume at start pumping elevation: 2132993 cu. ft.
Actual volume less 25yr-24hr rain: 2148365 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 503060 cu. ft.
Actual volume to be pumped:==> 602764 cu. ft.
K`

Operator: Pig Ranch Frantl-4 County: Lenoir Co. NC Date: 02/17/16
Distance to nearest residence (other than owner) :
1000.0 feet
1. AVERAGE LIVE WEIGHT (ALW) 1417 iba- - 0 lbs
0 sows (farrow to finish) x 0 lbs
0 sows (farrow to feeder) x 522 lbs. 148621
-
135 lbs. - 5 lbs
x
11009 head (finishing only) 3 lbs. = 0 lbs
x
0 sows (farrow to wean) 30 lbs. - 0 lbs
0 head (wean to feeder) x0
Describe other
Total Average Live Weight = 1486215 lbs
2. MTNIA4UM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1486215 lbs. ALW x Treatment Volume(C 1)/Ib. ALW
b. ALW
Treatment Volume(CF)/lb. ALW =
Volume = 1496215 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION SLUDGE STORAGE NOT COMPUTED AT
Volume = 0.0 cubic feet LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 1201.0
Inside top width (feet)---------------------- 200.0
Top of dike elevation (feet)-----------"----- 48.9
Bottom of lagoon elevation (feet)------ 6
_ 37..
Freeboard (feet)----------------------------- 1.0 1
Side slopes (inside lagoon)-------------
Total design volume using prismoidal formula
SS/END) SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
1.0 1.0 1.0 1.0 1199.0 198.0 10.3,
AREA OF TOP
LENGTH * WIDTH
1199.0 198.0 237902 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
1178.4 177.4 209048 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
1188.1 187.7 892476 (AREA OF MIDSECTION * 9)
CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
237402.0
892476.0 209048.2 1.7
Total Designed Volume Available = 2298490 CU. FT.
I •
I�

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
1201.0 200.0 240200.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 240200.0 square feet
Design temporary storage period riod to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 1486215 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 2714819 gals. or 362943.8 cubic feet
58. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume - 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 240116.7 cubic feet
1 •

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 150125.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 362944 cubic feet
5B. 0 cubic feet
5C. 140117 cubic feet
5D. 150125 cubic feet
TOTAL 653185 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour rainfall==================> 7.5 inches
Freeboard=====µ=======_=====================> 1.0 feet
Side 1.0 : 1
Inside top length===========================> 1201.0 feet
Inside top width=====-------===---======-=-=> 200.0 feet
Top of dike elevation=======================> 48.9 feet
Bottom of lagoon elevation==================> 37.6 feet
1 Total required volume=================-=====> 2139400 cu. ft.
Actual design volume===================-===> 2298490 cu. ft.
Seasonal high watertable elevation (SHWT)===> 44.6 feet
Stop pumping elev.====_______=_____________> 44.6 feet
Must be > or = to the SHWT elev.=======___> 44.6 feet
Must be > or = to min. req. treatment el.=> 43.6 feet
Required minimum treatment volume===========> 1486215 cu. ft.
Volume at stop pumping elevation======___===> 1530229 cu. ft.
Start pumping elev.====__--==_-=_= __=_-> 47.2 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 2148365 cu. ft.
Volume at start pumping elevation===========> 2132993 cu. ft.
Required volume to be pumped================> 503060 cu. ft.
Actual volume planned to be pumped====—===> 602764 cu. ft.
Min. thickness of soil liner when required==> 1.7 feet
7. DESIGNED BY: AGRIMENT SERVICES INC. APPROVED BY:
DATE: 2/17/2016 DATE: 2/17/2016
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

v
Operator: Collier Holdings LLC County: Lenoir Date: 11/01/2011
Distance to nearest residence(other than owner): feet PHS 1'3
1. AVERAGE LIVE WEIGHT (ALW) -
sows (farrow to finish) x 1417 lbs. - 0
0 sows(farrow to feeder) x 522 lbs. = 0
8224 head (finishing only) x 135 lbs. = 1110240
0 sows (farrow to wean) x 433 lbs. = 0
0 head (wean to feeder) x 30 lbs. = 0
Describe other:� 0
Total Average Live Weight= 1110240
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 1110240 lbs. ALW x Treatment Volume(CF)Jlb. ALW
Treatment Volume(CF)llb. ALW= 1 CFIIb. ALW
Volume= 1110240 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE STORAGE NOT COMPUTED,
.Volume= cubic feet LANDOWNER REQUEST, SLUDGE TO
REMOVED AS NEEDED
4. TOTAL DESIGNED VOLUME
Inside top length (feet)-------------------- 1000.0
Inside top width (feet)---------------------- 175.0
Top of dike elevation (feet}------------ -- 48.9
Bottom of lagoon elevation (feet)------------ 37.6
Freeboard (feet)----- -------- -------- 1.0
Side slopes (inside lagoon)------------------ 1.0 : 1
Total design volume using prismoidal formula
SSIENDI SSIEND2 SSISIDE1 SSISIDE2 LENGTH WIDTH DEPTH
1.0 1.0 1.0 1.0 998.0 173.0 10.3
AREA OF TOP
LENGTH *WIDTH =
998.0 173.0 172654 (AREA OF TOP)
AREA OF BOTTOM
LENGTH *WIDTH =
977.4 152.4 148956 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH *WIDTH *4
987.7 162.7 642795 (AREA OF MIDSECTION *4)
CU. FT. = [AREA TOP+ (4*AREA MIDSECTION) +AREA BOTTOM] * DEPTH16
172654.0 642795.2 148955.8
Total Designed Volume Available= 1655562

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length *Width =
1000.0 175.0 175000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 175000.0 square feet
Design temporary storage period to be riod to b e 180 days.
5A. Volume of waste produced
Feces& urine production in gal./day per 135 lb. ALW 1.37
Volume= 1110240 lbs. ALW1135 lbs. ALW * 1.37 galtday 180
Volume= 2028038 gals. or 271128.1 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = gallonstday* 180 days storage17.48 gallons
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 in * DA 112 inches per foot
Volume= 172083.3 cubic feet

5D. Volume of 25 year- 24 hour storm
Volume= 7.0 inches/ 12 inches per foot* DA
fig
Volume= 102083.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 271128 cubic feet
5B. 0 cubic feet
5C. 172083 cubic feet
5D. 102083 cubic feet
TOTAL 545295 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 11.8 inches
25 year-24 hour rainfall=================> 7.0 inches
Freeboard===================================> 1.0 feet
Side slopes=================================> 1.0 : 1
Inside top length==========================> 1000.0 feet
Inside top width============================> 175.0 feet
Top of dike elevation=======================> 48.9 feet
Bottom of lagoon elevation==================> 37.6 feet
t Total required volume=======================> 1655535 cu. ft.
Actual design volume========================> 1655562 cu. ft.
Seasonal high watertable elevation (SHWT)===> 44.6 feet
Stop pumping 44.6 feet
Must be> or=to the SHWT elev.==========> 44.6 feet
Must be> or=to min. req. treatment el.=> 43.6 feet
Required minimum treatment volume==========> 1110240 cu. ft.
Volume at stop pumping elevation============> 1098508 cu. ft.
Start pumping elev.=________________________> 47.2 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.-24 hr. rainfall==> 1553478 cu. ft.
Volume at start pumping elevation===========> 1535277 cu. ft.
Required volume to be pumped================> 443211 cu. ft.
Actual volume planned to be pumped==========> 436769 cu. ft.
Min. thickness of soil liner when required==> 1.7 feet
7 DESIGNED BY/111r—AGRIMENT SERVICES INC. APPROVED BY:
DATE: DATE: ////I/
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

I.01 tl'.,`Arr ,: ,s 'fir s�r �ts A �,f<; � Q—
e•i�'v6p"S' r ti�lt� {� �1CL4-.e l
pit �'F�`4Z ,CSt°g` 'u: ;i�1. !i V �t�L'1r
-
r;• FOR A SINGLE STAGE LAGOON
f;`C1✓L'Pstl 1E t..t 7* r4 zy .'"Ap< i ' ��5 I�`
`(1����jri r
CLIENTS
�y d1i1t cam__________>„ RICHARD. PUTTN au+n
COUNTY =r.-:: `_. . _ sue. n��ON�r„`.— �� API
f ,� =__=____==>�+a 'LENOIR 'CO. NC
TODAYS DATAcs=====__==_>. 1�AY 2 3 5
, �a r o 19 9
DISTANCE
eTi3%; ES ' C ,
, . ' yaRESIDENCE =>.�4 10,0,0 FEET
NUMBER OF I?IG ,t,, NI1C 'l!�Q ,FEEDER = —__> !'',�
NUMBER OF)P. , + Y, KIISH
NUMBER ` Ct1LINGy=====> t ° LQr
f
NUMBER OF-., RRt�; C 3 b` r` •„
,(� paNbER =>` a 2 2 00
NUMBER OF E.DWS` ��RPC7�sTM C#�}�` 2+'tSH
DEGREE OF'r o,,O C`' T.'I' © _ _ _---------> a;
(minimu#t_i1 r0 a tE a �k 0Ib SSLta) ---
t aD q i $
(maxzmttti lb SSLW)
NUMBER OF -krm-p,S Li ,�i CUMULATION > 0. 0 YEARS
TOP LENGTH AT NORMAL WATER LEVEL =---__> 10 0 0. 0 FEET r`SSuM-t, D.r,,,
TOP WIDTH AT NORMAL WATER LEVEL =—__==> 1 175,00 6 '7
NORMAL WATER LEVEL ELEVATION =====_ ===> 44 . 6 FEET
. 0 FEET
SEASONAL HIGH WATER TABLE ELEVATION =__> 44 . 6 FEET
LAGOON BOTTOM ELEVATION =_=—____-__===_3 37 . 6 FEET
Depth of Permanent Water 7 . 0 feet (��� g717
(minimum depth without sludge = 6 feet)
(minimum depth with sludge = 8 ,feet) See �t�� gyp,
SIDE SLOPES —__—___--- __----_—__---_> 1. 0: 1
Permanent Volume Required -1148400.0 cubic feet
Permanent Volume Provided 1167882 . 3 cubic feet
ADDITIONAL DRAINAGE AREA Ili. SQUARE FEET> 0 SQUARE FEET
(i. e. pumpout pond & other.- Qutside area)
LENGTH OF PUMPINd CYCLE :== .=__ 180 DAYS
GALLONS OF FRESH :1VATRR•!AF)- D]3'b DAILY ====> 0 GALLONS
EXCESS RAINFALft':?ABOVE '- �, 'POI 'AATION =====> 11. 8 INCHES
25YR/24HR STORM F,AINFAtL 7 .0 INCHES
FREEBOARD 1. 0 FEET
ESTIMATED TOP OF DAM ELE.VATiON 48. 9 FEET
Temporary Storage Volume _ 570559. 4 cubic feet
Top ofP. 48 9feet
Inside Ding �s � : �
4 To of Dam " •
Length = p r _
� s p t�„ia
1 r � � _- 183 . eel �` 1E35if7 �
rs"�a't gi. sh�, x-
Begin. PLlttl f ax 3�tIsY i 1'i: '
P � 8i r 4 7 . 'e( eet �Y�s � (n Lass oon 5 t 1 Z
Stop Pumpiffik�` .t `r " s r� �: ; 1
' eel $ 6 4 a,
eta +t= 44 . 1
1 !8 4 Volume To
1 a
"j, 462538 '�i ubic i et e.(eu, .4 $.9 r
v
. rig
r >x � i.e. : •� a' � 1, zits b4 Ses 11".
�,�>~i a, to *.y.,eti"'y"�Yys awt`� ,ary(a �� •y'�°� : I' �'",*�
$ >
6 ((

1 . STEADY ' AT GYVE{ Z'�F� k��NaY��: r.
l b s
s.
a head waier xx� 35b1b _ 0 lbs
0 head fedei" tW ing 0 lbs
a sci ►s rrr`caci tb`;� d tt n9 x 433 lbs ' ;. 1i4s40a lbs
2200 stirs -farm �a :feeder x 522 lbs. 0 lbs
0 sokl 'ar ,r��t ta;,.g� , h x 1417 Ibs
� t 1
TO1?ALi STEDi€ STTFR , TE WEIGHT (SSLI�} --
1148400 lbs
? . SLUDGE AGCUJ1UZ
Ft. year
ear
Slurge...,a . !um � e,s r . the rate of O b80 cu.l
er? Ipob d „C� 1 S'1' AD ; ,TATE LIVE WEI613T in sgine .
kiw-
P.Yea`rst S�uc�t 'I'abo�Ltttulation in deign
Sludge Volume _ 0. 0 cubic feet
3 . REQUIRED LIQUID VOLUME OF LAGOON
Design for 1 . 0 cu. ft. per pound SSLW
Total Volume = (SSLW * Design factor) + Sludge Volume
Total Volume = 1148400.0 cubic feet
4 . NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 44 . 6 feet
Construct lagoon bottom elevation 37. 6 feet
Lagoon size for. norinal lagoon liquid volume using prismodial formula
SS/ENDS ,SS/n'"D2 SS/SIDE1 SS/SIDE2 DEPTH7 .
1. 0 1_`. 0 1.0 1 . 0
AREA OF TOP
LENGTH .*WID`1'H
100U; :_ ,'Ta:a.0 175000. 0 (AREA OF TOP}
WIT
1 7
�y. , i 9 ( I 1.
158746 0'11 la J;� AREA Off' BOTTOM)
lZn` s 11r:4.4 ;xraai! j rYn
156$24 0tkZAREA OF' MIDgECTIOI�T)
.' 1 Td t y r
ILI
CCka ; CJ ir, (4*AREA MIDS ZJVIO
65729 ) +'• AREA BOTTOM] * DEPTH/6
t• 4 158746 . 0 1. 167
6 � a
} lift a ' �� _ s lie...,. i. ...'
} t � URMAL LAGOON ]�- QUID LEVEL =67882 . 3 CU. FT.
VCiF,L) 1FiF, � QD{?_ ,,, ,g 1148400. a CU. FT.
�ICJIrC11I1�, �'It g Z.
TItE R�` , CDT ?IE � OF THE LAGOON AT iJC3?r�IAL LIQUID LEVEL
``.E: 1[]. 1'C .U FEET LONG B?l: 17 5 ..0 FEET WIDE
.,
tip

� it a p�`e
tl
$x y I waAt t E I F'
5. DIKE 5°} II `p=�x IVn
+?�"p�r�•ro Alt .tSJX� �el �il�,� +f '"jg,Py�t�BD ,��+"M�' i.t��' '
Pl i e,n ill a =Iijau,Q.I nu.ous dike tp:,elevation 4B . 9 feet.
� sq '� �•t• l 4}. x
z
6. TEMPORK )Lr. STQ ALGE
n��i. },s* r�•a T!
® E r I1 x $°E.t o P, :A
•
{'� tY47'3"s F1RL'i i 4 r4 i L '
°�-:" ! r
Lagaan {:bhp o dz��ei "w`
r
i[l y i t t � i6 18517 square . et
' "1 Ti i t,
�L, TT , 1 � t • tt 'i
R
Ad c n €ti,= I3aie'Krea
`
1 . +F awl.f yy)fl 1
k 0 ;square feet
y c +={ a{ •89Y"K{ C .'r.d '4�J+4.4 z�4 -`.t-I '• a�*'' ;
' r `OTA�kIA�= ;4 185173;, square feet
I.
Pump � cic- b,YS ¢, ;. 184 ✓days.
6A. Volume of waste produced
Volume = 1148400 SSLW * 0. 0101481 gallon/lb. SSLW/day
in the .pumping cycle / 7 . 48 gallops per cu . ft.
Volume = 280445. 7 cubic feet
6B. Volume of wash water
° This is the amount of fresh water used for washing floors or
volume fresh eater used for a flush system. Flush systems .that
recycle the lagoon water are accounted for in 6A.
Volume = 0 gallons/day * 180 days in the pumping
cycle divided by 7.48 gallons per cu. ft.
Volume W 0. 0 cubic feet
6C. Volume of rainfall .•-in excess of evaporation
Use period of Umb ;;then rainfall exceeds evaporation by largest
amount.
t 4A
+ �tl$ Ji
P ,
Exd&sri; rr , � bzrence} — 11. 8 inches
i� +V�w .e b
K fi
Vo=� a� ! � r 1 f8 inches # DAB ' = 12 inches per foot
VoR � cubic feet z *
°rah#`'�Rterol�
6D. Vol'- F � + ' hour stormw?
Vol r'0 inches * D&), 1.2 in�hes per foot
xn
Vo .�ita' cubic feet rk ,
!-
..a�,
To Eb '' yy' RY STORAGES
IP =�+ +d'i• A ro+ '+L6 4 280445 l `4�.�.1.12 Ci feet
11 _
J 6 °d'Cy 4 ' S° 'ei: l$.L4..• $:.7ub1.c fee Q Q t
182092. 6-!rubic f6:et
108021. 1 -cubi.c feat
&.
m.�»a� •. "rJ.-x'.:.rer5..i/ +:.�.r `..rn._v: e..ti� r�n rr r � ,._V_ � G__.L

{r�'�21�(a 7:tti4R
7 . DEPT1i; i7t ' RAG1F.f�[IEED (ABOVE NORM , LIQUID ELEVATION OF LAGOON)
rrK- V f"
•,r �r. J i--.., t, aY
z i�: pt1�; - tuir 's; ifglume of temporary storage divided by surface
7�,agoon.
Depth]: egt�z id$ :1 5705 r.9.,. cu. ft / 175000 sq ft.
.� p ;+ s
Iept4qui�ri' 3 iia.. feet
1--a ytr r i
i
t r. t � x r 31:Y r� t •
elevation 4 . 6 feet
f S
�tggquax,.�;�1g¢R�[�[aF a �: °�,Z; 3;: 3 feet
0 feet
Kg., 4 8:.'.�9 feet
r111�-gyp �-L'S af�C��ZF �4y1�� P 13=,3°• 11 9� i.
aria I : Eatars ,oF]-0`L' fE INSIDE EDG2 bF THE .DAM AT ELEVATION 98. 9
0{J!$. 6 FEET B) 183 . 6 FEET
13 . SET BEGik -P—b�ii?NG,>P'LLEVATION
PUMPED STORAGE VOLU14E
GA. 280445.7 cubic feet
6B. 0. 0 cubic feet
6C. 182092 . 6 cubic feet
TOTAL PUMPED VOLUME = 462538 . 4 cubic feet
Depth required = Volume of pumped storage divided by surface
area of lagoon at normal water level.
a
Depth required = 462538.4 cu. ft. / 175000. 0 sq. ft.
Depth required = 2. 6 feet
DESIGNED BY: APPROVED BY:
DATE: DATE:
Mia t•-fat, W `- 3'.�5;}� "t ,', ' rf�,}. vi
s-
'del�°^,'i?'s s�� �E;tf;•a{a�>i{ �r'� i ga Sfs
u� � 1 p�� •�5..7re� ���a 1k }5�'�c: 31�gJ "• !
�K�4'� 1 �"",�Se! c.E4y .!��e ui tZ, x•.' 'ti'Jf�.F .FI,'
a �;. c`+ X'" c '•a to;.
4 7,

Or.erator: Collier Holdings LLC
9 County: Lenoir Date: 11/01/2011
Distance to nearest residence(other than owner):
feet
1. AVERAGE LIVE WEIGHT (ALW)
sows(farrow to finish) x 1417 lbs.
x
0 sows(farrow to feeder) - 0
x
2785 head(finishing only) 135 lbs.lbs. 0
0 sows(farrow to wean) = 375975
0 head (wean to feeder) x 30 3 lbs. _ 0
Describe other: 30 lbs. = 0
0
Total Average Live Weight = 375975
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 375975 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/Ib. ALW=
Volume= 375975 cubic feet 1 CFllb. ALW
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = SLUDGE STORAGE NOT COMPUTED,
cubic feet LANDOWNER REQUEST, SLUDGE TO
4. TOTAL DESIGNED VOLUME REMOVED AS NEEDED
Inside top length (feet)--------------------- 366
Inside top width feet 150.0
Top of dike elevation (feet)------- 1 8.0
Bottom of lagoon elevation (feet)------- 4 .9
Freeboard {feet)------=--___ 36.4
Side slopes (inside lagoon)----------- 1.0
1.0 : 1
Total design volume using prismoidal formula
SSIEND1 SSIEND2 SS/SIDEI SS/SIDE2 LENGTH WIDTH DEPTH
1.0 1.0 1.0 1.0 364.0 148.0 11.5
AREA OF TOP
LENGTH *WIDTH =
364.0 148.0 53872 (AREA OF TOP)
AREA OF BOTTOM
LENGTH *WIDTH =
341.0 125.0 42625 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH *WIDTH *4
352.5 136.5 192465 (AREA OF MIDSECTION -4)
' CU. FT. =[AREA TOP + (4*AREA MIDSECTION) +AREA BOTTOM] * DEPTH/6
53872.0 192465.0 42625.0
Total Designed Volume Available = 553644

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA.
Lagoon (top of dike)
Length *Width =
366.0 150.0 54900.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 54900.0 square feet
Design temporary storage pe
riod to be nod to b e 180 days.
5A. Volume of waste produced
Feces& urine production in gal./day per 135 lb. ALW
1.37
Volume= 375975 lbs. ALW1135 lbs. ALW* 1.37 galiday
180
Volume= 686781 gals. or 91815.6 cubic feet
5B. Volume of wash water
T 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 = gallons/day* 180 days storage17.48 gallons
Volume= 0.0 cubic feet
5G. 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 in * DA 112 inches per foot
Volume= 53985.0 cubic feet

5D. Volume of 25 year-24 hour storm
Volume= 7.0 inches 112 inches per foot* DA
f�
Volume= 32025.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 91816 cubic feet
5B. 0 cubic feet
5C. 53985 cubic feet
5D. 32025 cubic feet
TOTAL 177826 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 11.8 inches
25 year- 24 hour 7.0 inches
Freeboard====================_==============> 1.0 feet
Side slopes=_______________________^====wr==> 1.0 : 1
Inside top length======_____________________> 366.0 feet
Inside top width============================> 150.0 feet
Top of dike elevation=======================> 48.9 feet
Bottom of lagoon elevation==================> 36.4 feet
Total required volume=======================> 553801 cu. ft.
Actual design volume________________________
> 553844 cu. ft.
Seasonal high watertable elevation (SHWT)===> 44.6 feet
Stop pumping elev.__________________________> 44.6 feet
Must be> or=to the SHWT elev.==========> 44.6 feet
Must be> or =to min. req. treatment el.=> 42.4 feet
Required minimum treatment volume===========> 375975 cu. ft.
Volume at stop pumping elevation============> 381594 cu. ft.
Start pumping elev._________________________> 47.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.-24 hr. rainfall==> 521819 cu. ft.
Volume at start pumping elevation===========> 521705 cu. ft.
Required volume to be pumped================> 146801 cu. ft.
Actual volume planned to be pumped=========> 140111 cu. ft.
Min.thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY: AGRIMENT SERVICES INC. APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

4
7�•'a
E'd
i
E ae � 'H #t } a IS FORA SINGLE STAGE LAGOON
T � 4
CLIENTS NAME;Y ,EE.;�s, } _ "_"______ Richard Putnam lagoon 4
` �- �° -# `= _> 3 -noir County NC
COUNTY = - -s--, - ---___--_
TODAYS DA` : �r "� =M.?r- . .�' ; ___-_____> 52ptember•. 8 1997
DISTANCE 7= E � '1�' � Fy' ESIDENCE _> `, 100-d FEET
NUMBER OFIGr1�1L1 f:� .m 'EDER =---_> r Q
T
NUMBER OF' S "$ iI)FR T `F�, ISH
NUMBER OF tSt3WS FiRtOV7; t" WAIlLING =____> 4 'Q
NUMBER OF F. RC?Fti'� QP;1EDER =______> 7 Q ,
NUMBER
DEGREE OF at11Za
(minimzn qI 4 tl b SSLW) t
(maxima b( i� ' b SSLW)
NUMBER OF riiyk"i `i )IzitUMULATION > .: 0 .`Cl YEARS
TOP LENGTH AT 140PMAL 14 TE-A, LEVEL =_____> 366 . 0 FEET
TOP WIDTH AT NORMAL WATER LEVEL -_=> 150. 0 FEET
NORMAL WATER LEVEL ELEVATION ==========> 44 . 6 FEET
SEASONAL HIGH WATER TABLE ELEVATION =-_> 44 . 6 FEET
LAGOON BOTTOM ELEVATION =______----_--_> 36. 4 FEET
Depth of Permanent Water 8 . 2 feet
(minimum depth without sludge = 6 feet)
(minimum depth with sludge = 8 feet)
SIDE SLOPES ========---------------====> 1. 0: 1
Permanent Volume Required 365400. 0 cubic feet
Permanent Volume Provided 416219. 3 cubic feet
�7 ADDITIONAL DRAINAGE AREA IN SQUARE FEET> 0 SQUARE FEET
(i. e. pumpout pond & ot-hor outside area)
LENGTH OF PUMPING CYCLE =-==�_-______==> 180 DAYS
GALLONS OF FRESH WATE-R,,1iDll1#b DAILY =___> 0 GALLONS
EXCESS RAINFALL•ABOVE UVAPO,RATION =_-==> 11. 8 INCHES
25YRJ24HR STORM RAINFALL .,"- ======> 7 . 0 INCHES
FREEBOARD _______==> 1. 0 FEET
ESTIMATED TOP Or;- D201 ELE AT- ION ===--===> 48 . 9 FEET
Temporary Storage Volume 182310. 8 cubic feet
Top of Dam Elevation = 48 . 9 feet
Inside Dimensions of L6g6pii-,'at Top of Dam
Length — 37 fe ° W.�d1: = 158. G, eet
Al
HERlay- ,--
Begin PuYn �t a Ei 4 . eet
Stop Pump, . Ti 4 4 ;, , eet .
Volume To I' r °fir�4 147654 l�Teubcet ...
ra al
FT +
�7�rg ��t9d3.�° t-kL 8LP T'xr+m °1!• Ia`r° a^'-bb�. iy
�E"¢ w�.t�4S.�d t �Y NA��p�*•`•..t. TiN.i.• Si:. S..
=l'"rpe*Js r+Ji:a = asd4 a :a"�r• � '`'^T,:�s#' �., t/rl/
ercF, .9�g]`�gf *F � { f•l!� (7� L; &J+
e Y e 9
J

lit :,�.�,;r,l, ,r�'3iM1�.'II��:e•••ii�`+"�t'.
` A
1. STEADY•''STi'k'E
_} o lbs
O h a . wr nlz?��.'tra der x 30 lbs ' o lbs
o tl ad': `, Q;= fi shing x 135 1�5s:. Q lbs
bW � d: #rt� 3.�ng x 433 lbs:
0 s't �tSrr, 522 lbs.' 3654Q0 lbs
700 Sdbd '' �t�`�10 -4--N.. 417 lbs = Q lbs
0 sdcf$ 'fid F a4a b s ixYa sh x 1
365400 lbs
TO`�`Al;' � D=� STE `TrVE WEIGHT
2. SLUDGL 'ACGUXlI1. 1T1gY;
9• r t 1f I N �I'
Sludge'`' ,cttmu ` Sa� -- the rate of ` ,. 080 cu'. ft. per year
pE,r t,ptuxt 'o.f' �54Dz :STATE LIVE WEIGl3T in staine.
Yak s ��51uc1gcMM' uuinulation in design? 0 - 0
Sludge VolumeT- 0.0 cubic feet
3. REQUIRED LIQUID VOLUME OF LAGOON
Design for 1 . 0 cu. ft. per pound SSLW
Total. Volume = (SSLW * Design factor) + Sludge Volume
Total volume = 365400. 0 cubic feet
4 . NORMAL LAGOON LIQUID LEVEL
Maintain normal
lagoon
oliquid
level at eevation
44 . 6 feet
Construct lagoonbttom elevation .4 feet
Lagoon size fd' • rrdrmal lagoon liquid volume using prismodial formula
SS/EI�[D1 -SSjEidD2 SSjSIDEI SSjSIDE2 DEPST2
1.0 l_0 1. 0 1.0
AREA OF TOP
LENGTH *WIL)Tff',".
365-.Cf : p_ 0 54900 . 0 (AREA OF TOP)
AREA OF BOT'1`ON
Lb �7 .; OF BOTTOM)
34n9 z C 13,3,;- 6 46706 6 (AREA
#0fil 9 M1 Ai1 a
50736 ;(AREA OF MIDSECTION)e.
} 1- (4*AREA MID OCTION �'•t AREA BOTTOM J * DEPTH/6
1 CLIy � , 202944 46706 . 6
. 367
0 3 is
'.t ; z 4jc w[,wake 4 ry
V=� �PIa NORMAL LAGDDh �L14fJID LEVEL =16219 . 3 CU. FT.
�l ja• e, y �y r . " ti j ,_. " 365400 . 0 CU. F'T.
VyJ� .1�43�. 1J�Z:e°. r '�yY� }9e I
5 ys
TJETliOE � (fNS OF THE LAG ON AT NORMAL LIQUID LEVEL
0 FEET LONG S 15 0':' - FEET WIDE
:',4
- SCR

IV
Ff}
i ee'li a ? r� '� �' iyiqJw7
r ddddd
DIKE
rJ . t t � 48 9 feet
�N ink 4��E nuaus dike tu' 6levati Q
P l ale s .p3 a 5 i?!rest ?
6. TEMPORARY rS!l' A
of r to ? i s' i j t y' $�' :•
s J p
DRY-1�1Vr�5:��;�i��A�:__, ,-���, ♦5,!= Nr - .7'.,,: 'i,.
59412 35uare Meet
. {-a.i $:Cb't c.; c i'dt�i.Fr�li�' ''�F t; .Ek•. die.
Add
F)� tic.t3yor�af, . � � ea 0 !s care feet
iE "qtueFf Ri'it .-�
59412 square feet
v{•t1.r/�iyyr .4 A M5.3 x+Y.?.•
- aF.,,,z.,. _t•.t`Fr'.o'�3x'Fy-..{ ¢l:
E.'. �; 180 days-
pumping cycle tb- 'ea `
6A. Volume of waste produced
365400 SSLLd * 0. 0101481 gallon/lb. SSLW/day
Volume = 7 .48 gallons per cu. ft.
in the pumping cycle /
Volume = 89232 .7 cubic feet
6B- Volume of wash water
This is the amount of fresh water stem. systems
for washing floors Flush or
that
volume fresh water used for a flushh s
-I recycle the lagoon water are accounteeyd for in fiA.
= 0 gallons/day * 180 days in the pumping
Volume
cycle.jaiV.ided by 7 .48 gallons per cu. ft.
Volume — i1,: 0 cubic feet
6C. Volume of, raipfalj'-•-�_..h excess of evaporation
Use period of tea."ne•,;when rainfall exceeds evaporation by largest
amount.
`'.. 11.8 inches
Excess rarifa3 . d';? erencej
F .
VolMNL�`,�� �'S r' "'t ' '1` - inches * DA f 12 inches per foot
�+ r }'a ��S i y'ii 4� .
r j
Void '?F f F , � cubic feet 'RIN
T
�'fig . � "?�+i.,� �� �-rl-,��" p�•. SJ Q
GD. V ,A � 'tr hour storms.
Vo
'�a, ���� � � ` inches'' * DA74
�Y 12 inCj�es per foot
4wt.. 3 ^� , cubic feetot
ORA
To � ? t � ? , �RY ST 89z32. 7cubic f
tE 4 1et
f
0 . iJwbt�xbic fe;r
58 421. 4� f
49t bic �
�•„cc F,=:r��, ;� ;-, a. cta i
f�
34656 TgHp biC f et
`vogl�ry•t`,"rSTtfd yy 3 �! {
-t 4i.i}t g�5• s� � !r y`r�F3k.a+ti• '
T07�' i- l UI ', GE 182310. 8'? cubic ft fi t
r s
F k t
4:;,

,
7 . DEPTH Off' 5T4 G, 7,.,; (ABOVE NORMA,, LIOUZD ;ELEVATION OF LAGOON)
I �
Deptl� gt r dF ��i1 1 the of temporaa storay& divided by surface
c r
De 182317 cu. ft. / i 54900 sq. ft.
Depth, ic �ii�ed�y � 1,� �6R a; 3 3 eet
Norrn 1,- 44 . G lagsaoih I > elevation = R3 ' feet
I
Detl :reg ire c �°y;.Y °_' ,.' r,i' = 3 . 3.•'feet
Freeboard 1 . o: feet
Tod of,� fi ` �'„a,t�;;, ►�; :' _ 48 . 9 feet
THE DIEl� QlS �'I;EiE 'INSIDE EDGE OF THE DAM AT ELEVATION 48. 9
FEET BY 158 . 6 FEET
8. SET BEGIId P�]CPI1'!C ' Itil�3, .L`..ON
PUMPED STbPAGF,-. L
6A. 89232.7 cubic feet
6B. 0. 0 cubic feet
6C. 58421 . 4 cubic feet
TOTAL PUMPED VOLUME = 147654 . 1 cubic feet
Depth required = Volume of pumped storage divided by surface
area of lagoon at normal water level.
Depth required = 147654 . 1 cu. ft. / 54900. 0 sq. ft.
Depth required = 2 .7 feet
DESIGNED BY: APPROVED BY :
DATE: DATE:
.,, :, of ,�a'r3r a'�r yr Y, w,..• :, f ,
{�v��
3 �.gEF 9�RE], �2°+'�F3�-�,.•'�4. ��XM S Ie��
y`r e,�i y`y >• ''aF#e�c� �i°�'al�.� ��{L}1���+ ��.¢��„e: ��t �- 13�',
% 'kUi x7� ta P>l4 Tl �Ty ?Lk#.,+
�.•°c r�'� F1,1 «r�l pd?51.7i`rv`y.�,7,.ivn 3r�*'s•'l �' OIL;,
pg
I.. ' ;,a+ ' ry, r:�y• � a3.sti4:��•` r�' 'tit
, I

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 271)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 darn... Fescue or common::be.rmudagrass::
are the most.common;vegetative.covers The vegetation should be.fertilized:each,,
year,:if.needed,:to maintain.a vigorous stand: The ariiount, of fertilized applied
should.be,based on a soils test, but in the:event that,it is not. practical to.obtain a
soils test: each year; the lagoon embankment and.'surrounding areas: should be .'
fertilized.with 800 pounds per acre.of 40-10-10, or equivalent. .
. . Brush,and, trees on..the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or,.a combination of.these practices This
should be done at least once a ..year and possibly twice in. .years that weather
conditions are;favorable for heavy vegetative growth.
NOTE:. If vegetation is controlled by spraying; the herbicide must not be.allowed to enter the: .
lagoon'water. -Such chemicals,could harm the bacteria in the.lagoon that are treating: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 condition of pipes
2

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 Tack or vegetation or as a result of wave action
5. rodent damage.
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion.and.weakening of the dam. If.your lagoon
has any of these.features,:you should call an appropriate expert.familiarwith 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.permanenfi solution should be.reviewed by the"
technical. expert: Any..digging into a. lagoon dam with. heavy,;equipment is. a serious
undertaWn.g with potent"iaNy serious consequences:and should not be conducted unless
recornmer►ded-by.an appropriate technical expert
transfer Pumps -=check..for.proper operatiora:.of
1 recycling pumps ;
2: :.'irrigation pumps .... `. :.
Check for leaks,,Dose fittings, end overall pump operation. An uriusually loud'or grinding.
noise, or-a large amount of vibration, may indicate that the pump is in'need..of 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,:perforrri 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
Drainpipes into the lagoon should have..a flexible pipe extender on the end of the
pipe to discharge near;the bottom of the lagoon.- n�tial flung,or another
means.of slowing the incoming water to avoid erosion of the fining ,
4. When possible, begin loading. new lagoons in the spring .to maximize bacterial,
establ'iishment (due to warmer
5.. It .is recomrriended 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, to the addition of
wastewater. .. .
: .
6. Maintain.,a periodic check on the .lagoon liquid pH: If the pH falls below 7.0; add .
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid:volume
until'Ah'e..pHi 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.
4

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 I iqdidl 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 maxmurii lagoon storage for the winter;
The:lagoon liquid level should never be oloser than 1..foot tQ:the lowest point of the..:
-:dam or,embankment..
Don not pump the lagoon Ii4iJid-level fovuer than 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
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 long term will:
• have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix.the.sludge and lagoon liquid with a chopper-agitator impeller pump through large
bore sprinkler irrigatiori 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 yrith dragline or.sludge barge; berm an area,besid..e lagoon
to receive#he.slutlge..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 youe.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 it should higher phosphorus
be applied to land with low
content than liquid. Because of this Probably
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
design and construction,
of the.dam. Assuming proper the owner has the responsibility
for ensuring structure safety. Items which may.lead to lagoon failures include:
Modification of the lagoon structure -- an example is the placement of a pipe in the
dam without proper design and construction. (Consult an expert in lagoon design
before placing any pipes in dams.)
Lagoon liquid levels--high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface.water flowing.Into.the lagoon,..
'Liner integrity - protect from inlet pipe scouring, darrrage.during sludge removal, or . . . :
rupture:frorn.lowerin lagoon liquid.level below groundwater table.
9
NOTE;. If lagoon water it, allowed
to overtop.the dam, the-rnWng water will soon cause
gullies to form in the dam.. Once..this damage starts, it 'can quickly pause.a. large
discharge of wastewater and possible>dam failure.
7