820420_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0420 Certificate Of Coverage Number:
2. Facility Name: Brandon Faircloth Farm
3. Landowner's Name (same as on the Waste Management Plan): Brandon Faircloth
4. Landowner's Mailing Address: 4500 Dunn Rd
Citv: Roseboro State: NC
Telephone Number: 910-990-2523 Ext. E-mail:
5. Facility's Physical Address: 4500 Dunn Rd
City: Roseboro State: NC
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
g. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Robie Brandon Faircloth
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Presta_ue Farms Inc
Phone No.: 910-214-5260
Allowable Count
1,240
AWS820420
Zip: 28382
Zip: 28382
OIC #: 998357
Drw Poulin?
Other T'voes
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep - Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
I
C lay
23f,3aO
3-7500
19.00
82-420-1
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
/ 1. The most recent Waste Utilization Plan (WUP), signed b� the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
✓3. Emergency Action Plan
:! 4. Insect Control Checklist with chosen best management practices noted
/ 5. Odor Control Checklist with chosen best management practices noted
J 6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
/7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 100t provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: �A A Wdc"� Fal re � C-)T Title: 0 W ko e
Signature: 6,K AaA_��I Date: _? — Z 4—
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DW R
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019PermitRenewa1@ ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
�
Cavertaor
.;� �~}a
MICHAEL S. RECAN
j�� <?.UM � J'
MAR 2 9 2019
Se;rerrary
UNDA.CULPEPPER
Dirk7ru
NORTH CAROLINA
Envtronmentra1 Qusrllry
.�,;�;n;
, .,• q•,.- ".Vzli
i !r?fRer't?2�! eo.pemclCm—ft
February 27, 2019
Brandon Faircloth
Brandon Faircloth Farm
4500 Dunn Rd
Roseboro, NC 28382
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Pennittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at ht s://d .nc.gov/about/divisions/water-resources/water,�re ZTarttmrzh,,--by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program I
1636 Mail Service Center (-y} cc i II`
Raleigh, North Carolina 27699-1636 `
Telephone number: [phone] /
In order to assure ■ o r continued coverage une er mn Disc iarge General Permits, you must submit an ahhlication for
hermit coverage to the Division. Enclosed � ou will find a "Request for Certificate of Coverage Facili[N Currently Covered by an
Expiring State Non -Discharge General Permit." The anplication form must be completed. signed and returned b�, April 3, 2019.
Please note that you must include one (1) cops of the Certified Animal Waste Management Plan tCAWMP] with the
mnleted and signed apnlication form. A list of items included in the CAWMP can be found on Page 2 of the renewal
application form
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820420
Prestaee Farms Inc
No-tt Qia: '-s Departrert of ErV.orrrerta .e" t} I !) s=s s• of Wlrnw Pes:_Ems
512 N, Se sbL - 3t. 11838 We Seri m ve-ta^ I Ea a"e, , NZ�1F Cary ^s 27��� i&3E

Waste Utilization Plan
Producer:
Brandon Faircloth
County: Sampson
Name of Farm:
Brandon Faircloth Farm
Location:
P -Box-96 45c® Dunr.a Kb.
Salemburg NC 28385
Phone:
910-990-2523
Type of Operation:
Feed -Finish
Number of Animal:
1240
Storage Structure:
Anaerobic Lagoon
Method of Application:
Irrigation
Amount of waste produced per year:
2356 tonlyear
Amount of plant available N (PAN) produced/year:
2852 Ibs./year
On Farm Records
1648 ibs,/year
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface water and/or groundwater. The plant nutrients in the animal waste
should be used to reduce the amount al commercial fertilizer required for the crops in the
fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields- of the crop to be grown.
Several factors are important in the implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it Is applied in an environmentally
safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall not be applied to land eroding at more than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are
established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is
frozen. Either of these conditions may in runoff to the surface waters which is not
allowed under DWO regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will
conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change methods
in the future, you need to revise this plan. Nutrient levels for different applications methods are
not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have plant analysis made, which

Brandon Faircloth Farm
Page 2
could allow additional waste to be applied. Provisions shall be made for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production. This
waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No.
Field No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
Lbs N
Used
Month to
ApplyPer
Lbs. N
Ac.
1659
1
WaB
CB -HAY
4.7
50
0.72
169
MAR-OCT
235
1659
2
WaB
CB -HAY
4.7
50
0.72
169
MAR-OCT
235
1659
3
WaB
CB -HAY
4.7
50
0.72
169
MAR-OCT
235
1659
4
WaB
CB -HAY
4.7
50
0.72
169
MAR-OCT
235
1659
5
WaB
CB -HAY
4.7
50
0.72
169
MAR-OCT
235
1659
6
WaB
CB -HAY
4.7
50
0.72
169
MAR-OCT
235
1659
7
WaB
CB -HAY
4.7
50
0.72
169
MAR-OCT
235
1659
8
WaB
CB -HAY
4.7
50
0.72
169
MAR-OCT
235
1659
9
WaB
CB -HAY
4.7
50
0.36
65
MAR-OCT
235
1669
10
WaB
CB -HAY
4.7
50
0.36
85
MAR-OCT'
235
1659
11
WaB
CB -HAY
4.7
50
0.36
85
MAR-OCT
235
1659
1-11
WaB
OS -HAY
1
50
6.84
3421
OCT-MAR
50
Total 6.84
1949 lbs.
Available Nitrogen
2852 lbs.
On Fanm Records
164$ labs.
Surplus or deficit
-301 lbs.
Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply
the waste in a timely manner.

Brandon Faircloth Farm Page 3
The applicator Is cautioned that P and K may be over applied while meeting the N requirements. in the future,
regulations may require farmers in some parts of North Carolina to have a nutrient management plan that
addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields (i.e. small grain, etc, interseeded in bermudagrass), forage must be removed through
grazing, hay end /or silage. Where grazing, plants should be grazed when they reach a height of six to nine
inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain
etc. is to be removed for hay or silage, cam should be exercised not to let small grain to reach materity,
especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will
definitely interfere with the stand of bermudagrass. This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal
situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage
two to three times during the season, depending on the time small grain is planted in the fall.
The ideal time to interplant small grain, etc. is late September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along
ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to
equipment limitations. Actual total acres in the field listed may, and most likely will be, more than the acres
shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates.
The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients
or other elements. Your production facility will produce approximately 446 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 2232 lbs, of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 Ibstacre you will need 7
acres of land. If you apply the sludge to com at the rate of 125 lbs. of nitrogen per acre you will need 18
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that
runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water
droplet size, and organic solids. The application amount should not exceed the available water holding capacity
MAR 2 9 2019
�,rv1•�1:7�Y'4i'e' 0�� ti 1--c,,

Brandon Faircloth Farm
Page 4
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crap.
If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rat in/hr
Applic.
Amount
1659
1
WaB
CB -HAY
0.6
1.0
1659
2
WaB
CB -HAY
0.6
1.0
1659
3
WaB
CB -HAY
0.6
1.0
1659
4
WaB
CB -HAY
0.6
1.0
1659
5
WaB
CB -HAY
0.6
1.0
1659
6
WaB
CB -HAY
0.6
1.0
1659
7
WaB
CB -HAY
0.6
1.0
1659
8
WaB
CB -HAY
0.6
1.0
1659
9
WaB
CB -HAY
0.6
1.0
1659
10
WaB
CB -HAY
0.6
1.0
1659
11
WaB
CB -HAY
0.6
1.0
1659
1-11 1
WaB I
OS -HAY
0.6
1.0

Brandon Faircloth Fann
Page 5
This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the
crop is not over applied. In many situations the application amount shown cannot be applied because of the
nitrogen limitations. The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION

Page 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Brandon Faircloth Farm
Owner/Manager Agreement Brandon Faircloth
I (we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures established in the approved animal waste utilization plan for the farm named above. 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 North Carolina Division of Water Quality
before the new animals are stocked. 1 (we) also understand that there must be no discharge of animal waste
from this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour
storm.The approved plan will be filed on -site at the fame office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner:
faircloth
Signature: I �J
Name of Manager (If different from owner)
Signature:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329
Signature: _*_ — C � trl- .
Date:12-a Y D3
Date:
Date: Z zµ s

On -Farm Records for Modifying a Certified Animal Waste Management Plan
Name: Brandon Faircloth
Cumulative waste_eratar annliratian
1 1
11
r
.a
. .,r
©01111111=1
ONE .r
©�
W. .r
0 K.-=#
�EIP77ml
;•.Ir
1
Average annual volume applied L 6681601
Month
Lagoon 1
Year
PAN
JAN
01
2.1
APR
01
3.0
SEP
01
1.4
FEB
02
2.7
JUN
02
2.9
AUG
02
1.8
JAN 1
03
2.4
MAY
03
3.4
DEC
03
2.5
Ave by L
2.5
Summa of waste analysis records
Farm Ave 1 2.5 pounds per 1000 gallons
Standard deviation for waste analysis = .48 x ave PAN
Standard deviation = 1.2 IW1000 gal
Range of values to include in averse =
1.3 to 3.7 IW7000 gat
Revised summary of waste analysis records
Month
oon 1
Year
PAN
JAN
01
2.1
APR
01
3.6
SEP
01
1.4
FEB
02
2.7
JUN
02
2.9
AUG
02
1.8
JAN
03
2.4
MAY
03
3.4
DEC
03
2.5
Ave by L
-- , --j
2.5
Fans Ave i 2.51 pounds per 1000 gallons
TOW PAN = 666,160 gal x 2.5 Ib PAN
yew year 1000 gal
Total Ib PAN1,648
yew

IRRIGATION SYSTEM PARAMETERS
Land Owner- Brandon Faircloth
Date: 11 /1 /00
Address: 6695 Autryville Rd.
Autryville NC _ _ Facility No
Telephone: [phone]
County:
TABLE 1 - Field Specifications
Sampson
Maximum
Usable
Sprinkler Size of
Number Field
Soil Type
Slope
(%) Crop s)
Maximum
Application
Rate
(in/hri
Maximum
Application
per Irrigation
Cycle
(inches)
1 0.715
WaB
0-2 BG(graze), SG(graze)
0.6
1
2 .0.715
WaB
0-2 BG(graze), SG(graze)
0.6
1
3 0.715
WaB
0-2 BG graze , SG(graze)
0.6
1
4 0.715
WaB
0-2 BG(graze), SG(graze)
0.6
1
5 0.715
WaB
0-2 BG(graze), SG(graze)-.
0.6
1
6 0.715
WaB
0-2 BG(graze), SG(graze)
0.6
1
7 0.715
WaB
0-2 BG(graze), SG(graze)
0.6
1
8 0.715
WaB
0-2 BG raze , SG(graze)
0.6
1
9 0.3575
WaB
0-2 BG(graze), SG(graze)
0.6
1
10 0.3575
WaB
0-2 BG(graze), SG(graze)
0.6
1
11 0.3575
WaB
0-2 BG(graze, SG(graze)
0.6
1
Total 6.79
Computed By: ACL4t=�
Pes-SA-1-4

Stationary Sprinkler/Gun System
Land owner: Brandon Faircloth Facility Number:
Irrigation System
Designation: X Existing Irrigation System
Number of Stationary Sprinklers 0 # Interior sprinklers
Wetted Diameter: 260 feet
Spacing: 150 feet
Sprinkler Pattern: X Multiple Laterals
Acres per Interior sprinkler from Table
0.715 Acres per Exterior sprinkler from Table
Acres per Interior Sprinkler X
0.715 Acres per Exterior Sprinkler X 8
0.3575 Acres in half circle 3
6.78 Total Wettable Acres
82-420
New/Expanding
Irrigation System
11 # Exterior sprinklers
Single Lateral
Column
3 Column C
# Sprinklers = Acres
# Sprinklers = 5.72 Acres
# Sprinklers = 1.07 Acres
Wettable Acre Computational
Worksheet Completed by: A. A (y,,,,, Date: I I j z j o0

IDIvt SI
SplL
IVA
coppURf - - - - - - - -
E�
ThISAl
°Ve will
waters wiIle, 0
e o
cv°rY °r Ica e .
ffIMF
accessib rt to �
You should oc tI--
1. �-
A s P the release
le Sug�est� -
A. Lagoo
n
a. ddso c�� o`b
II
b. - Should be
C. d nip
StOP al stes t
e Calla 1 additlorr_
8. esur�osgc®
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a, l
was
b c alately sto aA _ -
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d. EVal rAOrate w °rarY di
e EV uate and aste to re -
C. Le Qm
uate the apllrnmate a
a image fr A Ication - - - - - -
0
b, StoA rccy I'he lwasteC. Ar e
Close �Igatio ushl. l' s -
d RePal all 1 values toe 127,
P. g syste,�.
D• eaks 127,nate
a es age �.°m Ar�Or to
res��- _ -
o flu
b' Stop Irecycle i�h sySb.stem -
d, S omme � ti
p 711 o v, " g syS m j s,
E C. ReAarr alno SI the h Pt��—
ws Pho� n effcc
r
the house as be
sb
'00 w g Ic rom base Prior to res�u-
aks, or sI gAtr-•�
Possible action: ewall Of lago
flago
on. r

SAMPSON COUNTY
EMERGENCY ACTION PLAN
DIVISION OF WATER RESOURCES (DWR) 910-433-3300
EMERGENCY MANAGEMENT SERVICES (EMS) 910-592-8996
SOIL & WATER CONSERVATION DISTRICT (SWCD) 910-592-7963
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-592-7963
COOPERATIVE EXTENSION SERVICE (CES) 910-592-7161
This plan will be implemented in the event that waste from your operation are leaking,
overflowing, or running off the site. You should NOT wait until wastes reach surface
waters or leave your property to consider that you have a problem. You should make
every effort to ensure that this does not happen. This plan should be posted in an
accessible location for all employees at the facility. The following are some action items
you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested response to problems are listed below:
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam, any permanent alteration of the
dam should be approved by a qualified technical specialist.
b. Pump wastes to field at an acceptable rate.
c. Stop all additional flow to the lagoon, hold wastes in the house if possible.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from wastes application field -action include:
a. Immediately stop wastes application.
b. Create a temporary diversion or berm to contain the waste.
c. Incorporate waste to reduce further runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinkler -action includes:
a. Stop recycle .(flushing system) pump.
b. Stop irrigation pump.
c. Close values to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush system, houses, solids separators -action includes:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Make sure no siphon effect has been created.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seep, -
flowing leaks -possible action:

6. Contact the technical specialist who certified the lagoon.
a. Name: � � - Lo m I
b. Phone: q lo- z;q,�- S ,7,7
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
8. If you are a contract swine grower associated with a swine company integrator,
contact the company representative at 910-592-5771.
Page 3

Suli1 ce
I'Ilull (IIIIICIS
I agoulls and Pils
Fxccssivc Vcl!.,clativc
(;lowth
Insect Control Checklist for Animal Operations
f'uuse RMFV to CnOlretl Insects -
• Accumulation of solids
• CHIStell Solids
• I)ccaying vegetation
Pr flush system is designed and operated
sufficiently to remove accumulated solids front
gutters as designed.
Gr Remove bridging of accumulated solids at
_ discharge
Maintain lagoons, settling basins and pits where
Pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of dacuyinb vegetative matter
along water's edge on ilnpoundntenI's perimeter.
I l ecd Irill.11ir - n cosign, operate uuol utaiutaitt feed Systems (e.g.,
bunkers and troughs) to minimize like
accumulation of' decaying wastage.
nl dean up spillage on a routine basis (e.g., 7 - I()
day interval (fiuring; summer, 15-30 day interval
during wittier).
Deal `ilol agic - - - Acclllllltlations of feed residues n Reduce moisture accumulation willlin and
around inunediale perimeter of Iced storage
areas by insuring drainage away Bout silt
and/or providing adeelu:uc containntenl (e-g.,
cowered bin firr bretvar's grain and similar high
moisture grain products).
( I lospect for and remove or break u,i accumulated
solids in filter strips around lccd slural,e .n;
needed.
Aft N Nuvcn licr 11, 1996, rage I

Swine Farms Waste Management Odor Control Checklist
Source
CanSe -
RM S to lllitvftntic f)rti►r Site Specific Practices - -
Fanustcai • Swine procluctio° G" Vegetative or wooded buffers; --
R, Recommended best management practices;
W Good judgment and common sense
rininlal body surfaces l9irty manure -covered animals fyi Dry floors -- -
Hom Wet ula„urc-crrvered floors
Niauure cuilccliun pits • [trine;- - -
• Partial microbial decomposition
Vcnlil,ltiun �xhau,t buts • Volatile gases; - -
I)ust
lu,luur surl�u:cs `• 1)Usl
I Iash foul • Agitation of recycled lagoon
liquid while tanks are filling
Cf Slotted floors; - - -�
fq( Waterers located over slotted floors-,
171 feeders at high end of solid floors;
W Scrape manure buildup from floors;
n Underfloor ventilation for drying
f`Y frequent mamtre removal by flush, pit recharge,
or scrape;
n Underfloor ventilation
W Fan maintellance;
a l?fflcient air movement
GY Washdown between groups of animals;
n feed additives;
n feeder covers;
fvf Iced delivery downspout exlcnders to Iceder
covers
17 flush tank covers; --
fr lixtend fill lines to near bolU„n of tanks evill,
_ __ _ _ anti-sipho,t vents
Flush ;,Il�ys -- - • Agitation during wastewater n- Underfloor flush with underfloor ventilation -� - - -
Conveyance
ICL:II,,:L!e; points Agilation ofrecycled lagoon f-1 lixtend recharge lines to near holloul ofpits- --- --
- i liquid while pits are filling with anti -siphon vents
Lill stialon, Agilatiol► during sump lank C1 Sump lank covers _—
filling and drawdown
--641111c Agilation during wastewater n Box covers - - - -
U,' lmlclloll boxes conveyance
ARIc )C - Hovemher 11, 1996, Page 3

Source Cause P
Pa IiM1's to Minimize Odor - - -- -
End of drainpipes at • Agitation during wastewater C� lrxtend discharge point of pipes underneath
lagoon conveyance
lagoon liquid level
I.agnun surfaces • Volatile gas emissions; --- —
li�' Proper lagoon liquid capacity;
• Biological mixing; LtY Correct lagoon startup procedures;
• Agitation Pr Minimum surface area -to -volume ratio;
0 Minimum agitation when,putnping;
Cl Mechanical aeration;
_ n Proven biological additives
Irrigutiuu spriul.ler I ligh pressure a �italion
Specific Practices
nozzles
6
iR
Irrigate on dry days Willi little or no wind; --
• Wind drift
R
Minimum recommended operating pressure;
L�
Pump intake near lagoon liquid surface;
- _
Cl
Pump from second -stage lagoon
Sluf ac c lank fact: or !ur l,:Isin
sn,
Partial microbial decomposition;
--n
13otiom or midlevel loading;
• Mixing while filling;
Tank COVCFS;
• Agitation when emptying
p
Basin surface mats of solids;
SCuling basic surface
• Partial microbial &C011l osilion;
Cl
Proven biological additives or oxidants
P
L7
Extend drainpipe outlets underneath liquid
• Mixing while filling;
level;
• Agitation when emptying
C]
Remove settled solids regularly
Mallilre, slurry or sludge
spreader outic[s
. Agitation wile,, spreading;
C1
Soil injection of slurr /stud •e — -- -- ----
�' y ge s;
• Volatile gas cutissiu°s
CI
Wash residual manure from spreader after use;
_
• VolaIiI gas en1ISSIUIIs Willie—
fa
Proven biological additives or oxidants
HIICOVCNIJ Inal"Ire,
slllrry or sludge till IICIiI
drying
f]
- -
Soil injection of sltlrry/sludges -
sill laces
CI
Soil incorporation within 48 hrs.;
C_!
Spread in thin uniform layers for rapid drying;
1)Ca,l auiluals
• Carcass decom positiolt
I
17
Pal
Proven biological additives or oxidants
—
Dcad :ulinl:ll diIpusal
Carcass decomposition
Proper disposition ofcarcasses --
— —
p1ls
n
C01"Ilicte covering of cilreasseS—111 b,1r181 pits;
_
Incincraluls
n
Proper location/construction al`disposal pits
• Incunll�lelccumbustiun
n
_
Secondary stack burners
AMOC - November 11. 1996, Page 4

" Cause
Standing water around ® ituprop dmdrainage; —
1` ;I;
—A i- -a ,
Ice
au ores -_-WAUD&,a1,c soar tnat water drauts
• Microbial decomposition of away from facilities
_ _ organic matter
hfatntre tracked onto Poorly maintained access roads - - - -
public roads fi-atu far,,, Fan), access road maintenance
access
Additional Information :
Swine N'fanure Manaf;cmellt ; 0200 Rule/BMP Packet - - - - — - -- — —
Swine Production Dann Potential Odor Sources and Remedies ; EBAE Fact Sheet
Swine Production Facility Manure Management; Pit Recharge - lagoon Treatment ; EBAE 128-88
-Swine Production facility Manure Management: Underfloor Flush - lagoon Treatment ; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage ; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Cuntrolliug Odors from Swine Buildings; PIU-33
Environmental Assurance Program ; N1111C Manual
Ovtiuns for Managing Odor; a report from the Swine Odor Task Force
Nuisance C"Incerns in Anim'd Man M
n
— Available From
NCSII, County Extrusion Center
NCStI - BAE
NCSII - BAI?
NCSII - IIAE
NCSU - BA
NCSII - HAE
NCSII - Swine Extension
NC Pork Producers Assoc
• ore anagemenC Odors and Flies ; PRO107. 1995 Conference Proceedings
AA1()(- - November 11. 1996, Page 5
NCSIJ Agri Conununications
Florida Cooperative Extension
y
rn
)
'y
CT�iJ,
y�
C,
�
c•�
[FI
f�.
^s

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7
Complete incineration according to 02 NCAC 52C .0102.
aa A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from 'NC DEQ.
aIn 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).
aAny method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS. Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
1 additional temporary procedures or measures for disposal according to G.S. 106-399.4.
- I
Signature of Farm O er/Manager Date
Signature of Technical Specialist Date

i
1 . . 6 v it f '
00 1 , Flap
An V-ENI-510 :1. i f"i 4' e "-; t I I o
L, . 9e 3 i gn Data
Fitt, g._n ..tin90 S 1
Acres k'! e• ti .:. ,d t i.,i r t u e n Di p o a!
Seeding 'specifications
Lagoon Size Computations
8. NC-ENG--12 (Excavation)
9. NC-ENG-12 <Embankment>
10. NC-ENG--12 „Ja d )
11. NC-LNG-40 <Plan of Excavated Waste Storage Lag on)
12. Typical View o' A On-- rage agoon System
13. Operation and Maintenance Plan
14. Topographical flap W/Lagoon & Houser:;
15. Cross -Section of Lagoon

USDA -SOIL CONSERVATION SERVICE
303-D EAST ROWAN STREET UNITED STATES
CLINTON, NC 28328 DEPARTMENT OF
PHONE <919) 592-7963 AGRICULTURE
-------------------------------------- OPERAT�R:------------------___
Please review the attacl•ied plan and specifications Retain this plan for your use carefully.
and r�
recommended that you cords. It is strongly
Service ° you'- contractor and Soil Conservation
personnel are in agreement as to be to how the waste lagoon is
,_,.constructed. SCS personnel will meet with all concerned
part i ds, and walk over the site L-o
exPlaiIt is important that everyone understandn
nwhat isall flags expectedandaso'that
final construction meets plans and =pacification and the job can
be certified for payment (if ACP cost sharing is involved).
The pad dimensions and grades ;,are the bestest
or contractor is res ons i b l e for final ayoutr'and.deshgnbu i t de
pads. Sthe
CS p_------
ma,�or concern Personnel will assist in a limited capacity, as its
he proper design and construction of the waste
treatment lagoon.
The actual amount of material required for dam may
from the estimates. The design will attempiP�to bads lance cuts vary
fills as close as possible. If additional
after construction material is required
is complete on the lagoon, the contractor and
owner will negotiate on the price and location of borrow area.
It should b
e noted that
upon all specifications
cart i 1' i ca I. i ail of the
being
lagoon w i I I depend
length , width, depth, slopes,
elevations
met.
topsoil
Important items include
placement,
(top, bottom,
discharge
correct
pipes), and seeding.
NOTE:
Design Requirement:
230537
_ --
c u . f t . =
8538_--_
c u, y d s.
Estimate of Excavation:
F
--180858
c: u . t . -_
---6698___-r'-�
. y d r .
Estimate of Pad & pike:
151389
u. f t.. °-.
Estimate of Topso i I Required
- --_c
31,
---5607----
c u, y d s.
- 4"
Deep =
200
__------cu.yds.
J.s 2----- --_I ..... Rat i o
Job Class: II
---- - %, 4ff s ---_
DATE
Designed By: i v (L'
NAME- ------------------
Designed Approval: ___
NAME -
DATE--- Re----------- --- -

SC S- ENG-538
Rev. 5-70
U, S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
® SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME ZRANDIDW -FAIRCLID'I'll DISTRICT
S. C. S. PHOTO SHEET NO. WORKUNIT
WATERSHED AREA MEASUREMENTS
CROPLAND —ACRES PASTURE —ACRES
WOODLAND— ACRES TOTAL —ACRES WORK UNIT CONSERVATIOi4lST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS, WERE MADE (Appro3L scale V= —feet)
Locale reference point in center fine of dam and identify on sketch.
Y
�■■■N�■■■■fib
"as
NEI
09MEM11111111MIN
MEN
M
IMENSIME
MEE
0
MEN
EMISEEMIMEEN
MEMO
EMEMMEMENIMMEMENEEMIN
OMEN
ME
ME
EMINEM
IMMM1M1MMM1
■
BORING NUMBER AND PROFILE
Make and Ust dam -site and spillway borings first- then panded arm arid borrow pit borings -separate with vertical md line.
(Continued an back whent necossary) Show water table elevations on dam -site borings.
i
WIN
I
i
-& AJO71
T441S APPE4" Tb A WAGP—AM bv4 �B SL.oPe

NAME:' Brandon Faircloth
ADDRESS: Rt. 3
Roseboro, NC
INTRODUCTION:
-------------
Mr. Faircloth plans to construct a two house 1240 topping operation and
'I grow for Prestage Feeds. He owns 14 acres of land. This amount of
.,id is insufficient to handle the effluent from the waste lagoon. Mr.
Fa. i r�c I oth has received a Deed of Easement from an adjacent landowner for
a period of twenty—five years over 35 acres of cropland. This easement
will be attached to the office copy of his plan.
SITE CONDITIONS:
----------------
The soils map indicates that the operation will be constructed on a
Lynchburg soil. When doing the soil borings it appears to be a transition
zone between a Lynchburg and a Wagram on a B slope.
TYPE AND SIZE Finishing 1240
OF OPERATION
CLASS II
DESIGNED BY Glenn Clifton
DATE 8-24-88
APPROVED BY
DATE
:►t•l�lll� •CG L7
1240 Hogs x 135 Ibs per hog 1 Cu Ft per lb. 167400 Cu Ft
TEMPORARY STORAGE
167400 Ibs of animal x 1.35 cu. ft. of waste per day 40678 Cu Ft
per 1000 lbs of animal wt. x 180 days
RAINFALL LESS EVAPORATION
7" X 38500 sq. ft. surface area per 12"per ft 22458 Cu Ft
RAINFALL — 25 YR. 1 DAY STORM
7" X 38500 sq. ft. of surface area per 12" per ft. 22458 Cu Ft
TOTAL STORAGE NEEDED 230537 Cu Ft
8538 Cu Yds
TOTAL STORAGE AVAILABLE 231340 Cu Ft
8568 Cu Yds
MANURE AND URINE PRODUCTION
1240 hogs x 2.1 tons per year 2604 T./yr.

NAME:- Brandon Faircloth
APPROXIMATE NITROGEN CONTENT THAT WILL BE PRODUCED PER YEAR
NITROGEN (N) — 0.48 LBS PER 1000 LBS OF ANIMAL WT. X 365 DAYS
(N) — 0.48 x
(N) — 29328.48 LBS
167400 x 365
--------------------
1000
IT IS ESTIMATED THAT APPROXIMATELY 25 % OF THE NITROGEN WILL BE
AVAILABLE FOR USE AS FERTILIZER
THE FOLLOWING AMOUNT CAN BE APPLIED ON THE LAND
7332.12 LBS.
IF APPLIED AT THE RATE OF 200 LBS PER ACRE ON CROPLAND THEN
36.6606 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
IF APPLIED AT THE RATE OF 400 LBS PER ACRE ON PASTURELAND
18.3303 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
IN RALEIGH IS MAKING SOME TEST ON A LIMITED BASIS. YOU SHOULD
CONTACT
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALEIGH N.C. 27611
PHONE:.[phone]
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION
SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
BEGIN PUMPING THE EFFLUENT WHEN
THE FLUID LEVEL REACHES
DO NOT LOWER THE FLUID ANY
LOWER THAN
the invert of the outlet pipes
------------------------------
5 feet below the outlet pipes.

NAME: Brandon Faircioth
SEEDING SPECIFICATIONS
AREA TO BE SEEDED
"'LV THE FOLLOWING
USE THE SEED MIXTURE
INDICATED
{ )
2 AC.
1000 LBS. 8-8-8 FERTILIZER
4 TONS DOLOMITIC LIMESTONE
0 BALES SMALL GRAIN STRAW
0 LBS. FESCUE GRASS
0 LBS. OATS
0 LBS. BAHIA GRASS
0 LBS. WEEPING LOVE GRASS
24 LBS. HULLED BERMUDA GRASS
0 LBS. UNHULLED BERMUDA GRASS
DIVERT ALL WATER TO A STABLE OUTLET
NEAREST RESIDENCE IS 1000 FT.
T.B.M. ELEVATION 50.00
DESCRIPTION Nail in corner fence post located approx. 75 feet
West of line C station 0+00.

NAME:•
Brandon Faircioth
DEPTH [AREA OF TOP
+ AREA OF
BOTTOM + 4 X AREA OF MIDSECTION)
VOLUME=
----- --------------------------------------------------
6.0
27
DEPTH C L X
W + L
X W+ 4 X L X W I
-UME =
--------- ---------------------------------------
6
27
10.0 [ 263 X
128 X 203
X 68 + 4 X 233 X 983
VOLUME=
--------- -------------------------------------------------
6.0
27
10.0 [ 1388041
VOLUME =-----------------
6.0 27
231340.0 CU. FT.
VOLUME =---------
27.0
VOLUME = 8568.1 CU.YDS.
38500.0 s q . f t .
230536.5 cu. ft. needed
SIDE SLOPES 3:1

U.S. DEPT OF AGRICULTURE
SO.IL,,CONSERVATION SERVICE
NC—ENG-12
EARTHWORK COMPUTATION SHEET
EXCAVATION
" ME: Brandon Faircloth
DRESS: Rt. 3 Box 296
Roseboro, NC 28382
--------------------------------------
;STA.; END ;SUM OF ; DIS.; DOUBLE
; AREA ;E.AREA ; ; VOLUMN ;
--------------------------------------
1; 0; 0;-------;-----;----------;
;---- ;------ ; 975; 31; 30225;
2; 31; 975;------- ;----- ;---------- ;
;---- ;------ ; 1946, 44; 85624;
3; 75; 971;------- ;-----;---------- ;
;---- ;------ ; 1864; 50; 93200;
4; 125; 893;------- ;----- ;---------- ;
;---- ;------ ; 1554; 50; 77700;
5; 175; 661;------- ;----- ;---------- ;
;---- ;------ ; 1160; 50; 58000;
6; 225: 499;------- ;----- ;---------- ;
;---- ;------ ; 998! 9; 8982;
7; 234; 499;------- ;-----;---------- ;
;---- ;------ ; 499; 16; 7984;
8; 250: 0;-------;-----;----------;
;----;------; 0; —250; 0;
9; 0; 0;-------;-----;----------;
----;------; 0; 0; 0;
10; 0; 0;------- ;-----;----------
0; 0; 0;
11; 0; 0;-------;-----;----------;
---- ;------;
0� 0� 0: ,
12; 0; 0;-------;-----;----------;
;----;=-----; 0; 0; 0;
13; 0; 0;-------;-----;----------;
;---- ;------ ; 0; 0; 0;
14; 0; 0;-------;-----;----------;
;---- ;------ ; 0; 0; 0;
15; 0; 0;-------;-----;----------;
;---- ;------ ; 0; 0; 0;
16; 0; 0;-------;-----;----------;
;----;------; 0; 0; 0;
17; 0; 0;-------;-----;----------;
;---- ;------ ; 0; 0; 0;
18; 0; 0;-------;-----;----------;
;---- ;------ ; 0; 0; 0;
19; 0; 0;-------;-----;----------;
;---- ;------ ; 0; 0; 0;
20; 0; 0;-------;-----;----------;
;----;------;-------;-----;----------;
;TOTAL ; 361715;
---- --------------------------------
DOUBLE VOL /2 = 180857.5 CU. FT.
VOLUME = 6698.4 CU. YDS.
COMPUTED BY Glenn Clifton DATE 8-24-88

U.S. DEPT OF AGRICULTURE
SOI L: CONSERVATION SERVICE
NC—ENG-12
EARTHWORK COMPUTATION SHEET
EMBANKMENT
1E: Brandon Faircloth
AuDRESS: RT. 3 Box 296
Roseboro, NC 28382
--------------------------------------
:STA.: END ;SUM OF ; DIS.: DOUBLE
: : AREA :E.AREA ; : VOLUMN :
--------------------------------------
1: 0: 22;-------:-----;----------;
:---- :------ : 44: 140: 6160:
2: 140: 22:-------:-----;----------:
: ---- : ------ : 79: 50: 3950:
3; 190: 57:------- :----- :----------
:---- :------ : 182: 50: 9100:
4: 240: 125: ------- ; ----- : ---------- :
--- 342: 55: 18810:
5 : e,29s ; ' 1 r ------ i ----- ; -
;---- :------ : 434: 35: 15190:
6: 330: 217: ------- ; ----- : ---------- :
: ---- : ------ : 409: 50: 20450:
7: 380: 192; ------- ; ----- ; ---------- :
: ---- : ------ : 436: 50: 21800:
8: 430: 244:------- ----------
:---- :------ : 516: 25: 12900:
9; 455: 272:------- :-----:---------- :
: ---- : ------ : 489: 55: 26895:
10: 510: 217:------- :----- :----------;
:---- :------ : 385: 50: 19250:
11: 560: 168: ------- : ----- : ---------- :
; ---- : ------ : 293: 50: 14650:
12: 610: 125; ------- : ----- : ---------- :
; ---- : ------ : 213: 50: 10650:
13: 660: 88; ------- : ----- : ---------- :
: ---- : ------ : 160: 50: 8000:
14: 710; 72: ------- : ----- : ---------- :
:---- :------ : 160: 40; 6400:
15: 750: 88: ------- : ----- ; ---------- :
: ---- : ------ ; 145: 25: 3625:
16: 775: 57: ------- : ----- : ---------- :
: ---- : ------ : 89: 50: 4450:
17: 825: 32:------- ;----- :----------;
:------: 64: 50: 3200:
18: 875: 32:------- :-----:---------- ;
—:------; 54: 34: 1836:
19: 909: 22:-------:-----:----------;
----:------: 22: 1: 22;
20: 910: 0:------- ;-----;----------;
---- : ------- e--.----'-:
:TOTAL ; 207338:
DOUBLE VOL /2 = 103669 CU. FT.
VOLUME OF EMBANKMENT = 3839.6 CU. YDS.
PLUS 10% SETTLEMENT = 384.0
TOTAL = 4223.6
----------
COMPUTED BY Glenn Clifton DATE 8-24-88
--------------------

U— S. DEPT OF AGRICULTURE
SOIL -CONSERVATION SERVICE
EARTHWORK COMPUTATION SHEET
PAD
'E: Brandon Faircloth
ALJRESS: Rt. 3 Box296
Roseboro, NC 28382
--------------------------------------
;STA.; END ;SUM OF ; DIS.; DOUBLE
AREA ;E.AREA ; ; VOLUMN ;
--------------------------------------
1; 0; 0;-------;-----;----------;
;---- ;------ ; 283; 10; 2830:
2; 10; 283;------- ;----- ;----------
;---- ---- 566; 15; 8490;
3; 25; 283;------- ;----- ;-----------
;---- ;------ ; 531; 50; 26550;
4; 75; 248;------- ;----- ;---------- '
;---- ;------ ; 519; 50: 25950;
5; 125; 271;------- ;----- ;---------- ;
;---- ;------ ; 542; 15; 8130;
6; 140: 271;------- ;----- ;---------- ;
--- 271; 10; 2710;
7; 150; 0;-------;-----;----------;
;---- ;------ ; 0; —150: 0;
8; 0; 0;-------;-----;----------;
;---- ;------ ; 0; 0; 0;
9; 0; 0;-------;-----;----------;
----;------; 0; 0; O;
10; 0; 0;-------;-----;----------;
' 0; 0; 0;
11; 0; 0;-------;-----;----------;
---- ;------; 0; 0; 0;
12; 0; 0;-------;-----;----------;
;---- ;------ ; 0; 0; 0;
13; 0; 0;-------;-----;----------;
;---- ;------ ; 0; 0; 0;
14; 0; 0;-------;-----;----------;
-
---;------; 0; 0; 0;
15; 0; 0;-------;-----;----------;
----;------; 0; 0; 0;
16; 0; 0;-------;-----;----------;
;----;------; 0; O; I0;
17: 0; 0;-------;-----;----------;
;---- ;------ ; 0; 0: 0;
18; 0; 0;-------;-----;----------;
----;------; 0; 0; 0;
19; 0; 0;-------;-----;----------;
;----;------; 0; 0; 0;
20; 0; 0;-------;-----;----------;
;----;------;-------;-----;----------;
;TOTAL ; 74660;
---- --------------------------------
DOUBLE VOL /2 = 37330 CU. FT.
VOLUME = 1382.6 CU. YDS.
COMPUTED BY Glenn Clifton DATE 8-24-88
NC—ENG-12

U. S.. DEPARTMENT OF AGRICULTURE NC-ENG-40
Soil Conservation Service 5/83
LOCATION CODE
PLAN OF EXCAVATED WASTE STORAGE POND
NAME tP_C1.0T ACP # DATE 8-24-88 DISTRICT SAMPtoti
LENGTH 275
1Z!7
SIDE SLOPEy3-TO 1'0AVE, TOP ELEV. -_-� -- ---- C�
MID SECTION
IL - , - /
16 3 AVE. BOTTOM ELEV. /
L LENGTH 203
Volumes depth (area of top) + (area of bottom) + (4 x area midsection _
I
Use of facility A',W. LAGOON
Capacity' 1 -7-SOA�2.3 Gallons
Volume Cost -sharing — Cu. Ft.
Soil type
B. M. description NAIL nt CoQNeQ
`GNC E AOS`r 1. C A A A P , -15'
E T IDF L114V_ G S"r'A-rI0t4 Otoo
ARKt W.1 At
Elev. 50 0 o
SUMMARY
Cu. Ft.
Bottom
Elev.
�P_0
Normal liquid level
Elev.
4-9.0
Storage for normal precip.(Ft)
+ --
Maximum liquid level
Elev.
¢g,Q
Storage for:
25 yr. freq. precip.
(Ft.)
+ 1.0
Crest ESW
Elev.
--
Stage (Ft.)
+
Freeboard (Ft.)
+ 1.0
Top of Dam
Elev.
5 O.O

be- "�JON. 'r—A%tC:IOTK
SA. So H Co .
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Confinement Building Top Width 10'
Se�tled Too Elevation SO.0
Fluid Elevat_ .. 48.0
n
Pit n i
�i SS 1 j 5`
TREATMENT
" LAGOON
" Pipe (Needs to be adequately U Depth - I 0 j
supported)
Bottom Elevation 38.0"
SS --.i_: —I

OPERATION AND MAINTENANCE FLAN
------------------------------
This lagoon is designed for waste treatment with minimum odor
11
control. The time required for the planned fluid I eve I to be A.
reached may vary due to so i I conditions, flushing operations, and`.
the amount 61 fresh water added to the system.
Land app I i cat i inn of waste water is recognized as an acceptable
method of disposal. Methods of app I i cation i nc I ude honey wagons
(sprayer or injection) and irrigation ( center pivot, guns, or -
travelers). Care needs to be taken when applying waste to
prevent damage to crops or runoff from the field.
The fo I I ow i ng items are to be carried out:
1. Begin pump -out of the lagoon when fluid , level reaches invert
of outlet pipes.
2. Stop pump -out before fluid depth is less than 5 feet deep
(this prevents the loss of favorable bacteria).
. The recommended maximum amount to apply per irrigation is one.
inch, and maximum recommended application rate is 0.4 inch per -
hour.
4. It is strongly recommended that the treatment Iafoon be
precharged to 1/'Z its capacity to prevent excessive odor's during
startup„ Pr-ech�ar3 i ng reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. So I i dam. should
be covered with effluent at all times.
5. Keep vegetation can the embankment and areas adjacent to the
i a g o b n mowed.
6. Repair- any eroded areas and establish in vegetation.
T. The Clean can Water- Act of 1977 •prohibits the discharge of
pollutants into waters of the United States. The Department of
NatKa f Resources and Community Development (DNRCD) , Wastewater -
Man ement Section, has the respons i i_; i I i ty far- enforcing the i =_ law.
8. All surface runoff is to be diverted from the lagoon to
adequate outlets.
NOTE: An analysis: of the waste water can be obtained at
commercial laboratories or it a fee of $=;„00 per- sample at
N.C. Department of Agriculture Plant Analysis Lab
Agronomic Division
Blue Ridge Road Center
Raleigh, N.C. 27611
Phone: [phone]