820195_Application_20231016

To: Christine Lawson
Ref: Permit Modification
Permit# AWS820195
Date:10/10/2023
Dear Christine,
The owner is seeking a permit modification for facility #82-195 to collect and treat the fresh waste from
the houses. We would like to install junction boxes at the rear of each house in line with the current
discharge pipes. The boxes would have a pipe running through them to convey the waste to a receiving
box at and to the side of house four on the farm. The junction boxes will be made of concrete and are
4x4x4.5 in size. The receiving box will be made of concrete and will be 10x14x16 in size. The receiving
box will have a 12" overflow pipe going to each current waste structure.
The owner is seeking approval from the Division for a pilot project to run from November 1, 2023, until
August 1, 2024. The purpose of the project is proof of concept in the collection and processing of the
fresh waste from the houses. The project will be used to determine the amount of waste produced from
the animals and the energy potential of the waste.
Please see the attached proprietary information letter that further describes the process.
Thank you,
Owner:
Technical Representative: AJ Linton
�� A��
Technical Specialist NC 8001094
Date: /� /Z ZoZ
OCT 116 2023.
NC Ot"VO
COW ©M

To: Christine Lawson
Ref: Permit Modification
Permit# AWS820195
Date:10/10/2023
Dear Christine,
The owner is seeking a permit modification for facility #82-195 to collect and treat the fresh waste from
the houses. We would like to install junction boxes at the rear of each house in line with the current
discharge pipes. The boxes would have a pipe running through them to convey the waste to a receiving
box at and to the side of house four on the farm. The junction boxes will be made of concrete and are
4x4x4.5 in size. The receiving box will be made of concrete and will be 10x14x16 in size. The receiving
box will have a 12" overflow pipe going to each current waste structure.
The owner is seeking approval from the Division for a pilot project to run from November 1, 2023, until
August 1, 2024. The purpose of the project is proof of concept in the collection and processing of the
fresh waste from the houses. The project will be used to determine the amount of waste produced from
the animals and the energy potential of the waste.
Please see the attached proprietary information letter that further describes the process.
Thank you,
Owner: .4WDate: 10 /2 yD2
Technical Representative: AJ Linton
�� A��
Technical Specialist NC 8001094

PROPRIETARY AND CONFIDENTIAL INFORMATION

PROPRIETARY AND CONFIDENTIAL INFORMATION

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Feeding Operations Permit Application Form
(THIS FORMMAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State General Permit - Existing Animal Waste Operations
1. GENERAL INFORMATION:
1.1 Facility name:? i's,l`Q e%
1.2 Print Land Owner's name: Q �f of oo i' �a rw i �y �a r w►S, k �. L
1.3 Mailing address: -O &X S$S
City, State: C l % A+o r%.* tJ t- Zip:
Telephone number (include area code): ( ) -
1.4 Physical address:
City, State: Zip: �$A4) 34
Telephone number (include area code): ( ) -
1.5 County where facility is located: -6-c%tiv►PS D h
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): _See MAP
1.7 Farm Manager's name (if different from Land Owner): ]Pcy\& y 6 a r 6 go0-t'
1.8 Lessee's / tegrator's ame (if applicable; circle which type is listed): 1 e 44- %w r '► S
1.9 Facility's original start-up date:1 3 Date(s) of facility expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility number: U l i S
2.2 Operation Description:
Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the waste
management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
❑ Wean to Feeder ❑ Layer ❑ Beef Brood Cow
Feeder to Finish �- ❑ Non -Layer ❑ Beef Feeder
❑ Farrow to Wean (# sow) ❑ Turkey ❑ Beef Stocker Calf
❑ Farrow to Feeder (# sow) ❑ Turkey Poults ❑ Dairy Calf
❑ Farrow to Finish (# sow) ❑ Dairy Heifer
❑ Wean to Finish (# sow) ❑ Dry Cow
❑ Gilts ❑ Milk Cow
❑ Boar/Stud
❑ Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-STATE-G-E 10/31/18 Page 1 of 5

3.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 43.01 Required Acreage (as listed in the CAWMP): 4(3. D % 9
2.4 Number of lagoons: X, Total Capacity (cubic feet): I [ OGl Required Capacity (cubic feet):$8.Z
Number of Storage Ponds: Total Capacity (cubic feet): Required Capacity (cubic feet):
2.5 Are subsurface drains present within 100' of any of the application fields? YES or N (circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? YES or O (circle one)
2.7 Does this facility meet all applicable siting requirements? YES or NO (circle one)
REQUHZED ITEMS CHECKLIST:
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants Initials
3.1 One completed and signed original and two copies of the application for State General Permit -
Animal Waste Operations;
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied and a county road map with the location of the
facility indicated;
3.3 Three copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a permit application for
animal waste operations.
The CAWMP must include the following components. Some of these components may not have been required at the time
the facility was certified but should be added to the CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and
utilized by the facility
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
3.3.3 A map of every field used for land application
3.3.4 The soil series present on every land application field
3.3.5 The crops grown on every land application field
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP
3.3.7 The PAN applied to every land application field
3.3.8 The waste application windows for every crop utilized in the WUP
3.3.9 The required NRCS Standard specifications
3.3.10 A site schematic
3.3.11 Emergency Action Plan
3.3.12 Insect Control Checklist with chosen best management practices noted
3.3.13 Odor Control Checklist with chosen best management practices noted
3.3.14 Mortality Control Checklist with the selected method noted
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.); please be sure to include any site
evaluations, wetland determinations, or hazard classifications that may be applicable to your facility
3.3.16 Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your
submittal. (Composting, waste transfers, etc.)
FORM: AWO-STATE-GE 10/31/18 Page 2 of 5

4. APPLICANT'S CERTIFICATION:
I, ej &-o e.!}o 04 � to vv% •�u E-" t` w+S L II C- (Land Owner's name listed in question 1.2), attest that
this application for � % C, F- e E -- (Facility name listed in question 1.1)
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.
Signature
Date
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, Rc.rjy (Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
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 as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION, MATERIALS, AND ANY
DESCRIPTION OF THE FACILITY OR MODIFICATIONS SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER RESOURCES
ANIMAL FEEDING OPERATIONS & GROUNDWATER PROTECTION SECTION
ANIMAL FEEDING OPERATIONS PROGRAM
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-STATE-G-E 10/31/18 Page 3 of 5

6. SURFACE WATER CLASSIFICATION:
This foam must be completed by the appropriate DWR regional office and included as apart of the
project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward) in
which this animal waste management system will be operated must be determined by appropriate DWR regional office.
Therefore, you are required, prior to sabmitfal of the application package, to submit this fomn, with items I through 6 .
completed, to the appropriate Division of Water Resources Water Quality Regional Operations Supervisor (see page 6 of 10).
At a minimum, you must include an 8,5" by I I" copy of the portion of a 7.5-minute USES Topographic Map which shows the
location of this animal waste application: system and the downslope surface waters in which they will be located. Identify the
closest downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographie map into the complete application form and submit the .
application package.
6.1 Farm Name:
6,2 Name & complete address of engineering firm:
Telephone number: ( ) -
6.3 Name of closest downslope surface waters:
6.4 County(ies) where the animal waste management system and surface waters are located
6.5 Map name and date:
6.6 NC Professional's Seal (If appropriate), Signature, and Date:
TO: REGIONAL WQROS SUPERVISOR
Please provide me with the classification of the watershed where this animal waste management facility will be or has been
constructed or field located, as identified on the attached map segment(s):
Name of surface waters —
Classification (as established by the Envismmntai Management Commission): ! 114-1
Proposed classification, if applicable: _ ` JA4
Signature ofregional office persowiej^��� �
All attachments must be signed)
FORM: A WO -STATE -GE 10/31/18 Page 4 of 5
1
WWOMM
---�

Naterbodies Tree
X
Basin CapeFear �Ofa{nageNea.is-CapeFearprainagaArea � �i jFxpapd
Search 13yc Name of Sheafn . � Seardt Ftrr. SurkEr branch ' ; �n
Tmke'yBeer FromsonrcetoGieetCoharieCresk 186&413 CSw *111959. Active
Rocky Moult
From source to Great Coharie Creek 1&6&1-15
CSw
MOICreek
FmmsouicetoOredColwieCreek -.. 19-68-1-16
C5w
—
LittkCoha*
From source to Great Co{mrieCreek 18.6&1-17
CSw
Warren Mill Poad
FromsomoatoLittle CoharkCreek
1$-68-1-17-05
C$w
LorgBurch(CorgB `
FmmsomxtoWamnMMFor4
_ lr
FmmsomcetowamaMBlPond,
1$469-1-17-1
I&68d-17-2
CSw
C;SVv -
e
Oppusmas-mp
Hemet Swamp (Honks From sa = to Little Coherie Creek 18 68.1-17-3 C$w
Caeserswamp
Fromsommtodarn atME" Lake]
19-6&-1-17--4{
B$w
Caesar Swamp
FmmdemstW Laketouttle .
18-6S-1-114{ .
C$w
Twonub Swamp..:
Fmmsrmce toCaesuSaamp
1$-G8-1-tT 4 3
O$w
Bryard Swamp
From source to Little Cokede Creek
Ow -
MillSwamp
TRmsoimtetoliftl-CohariaCreek
194ZI-17.6 OW
Betty Branch
FmmsomcetoiittTeCoh&&Cmk
1849-1-17-6.5 C$w
RowardPard
FiiimpndwdoDnaecliogstteemc:«
18-6&1-17-7 C;Sw
Rice Swamp (Rye S,; srir
From source to dam at Ladteiieks :
1$ 681-t i${1?� B$w
Rice Swamp (Rye Swear
From dam at LAmetLake to Little 2n
18-6&1-17-${21'C$w
Ready
04OU1959
Active .
04�T11A959
Active
um l959
- Active `
'09A1fl974.
Active >
f19A1(1974
Active'
09Att1974
Active
W1111959
Active
07A111973
Active ;
09VIII974
Active
040111959
Active F
09MI9974
'Active
MIA959
'Active
00111959
' Active
OalI1959
Active
pdu1julflYr3 ACIM - a
SIF};VdBTR

NATIONAL Bonnetsville, NC USGS 7.5' Map Series O5
GEOGRAPHIC
� . - .••
�
r
f� _a. -CAM
1/7
I
;.. cam
'0
_1...' U
L i
1 1
-- 6; ,r
s �
E
E
i IN p
M
�`'t�—� �[y'�ti � � • I:� me-" ,' .�i � �1 i i � i i ?
78' 26• 735 78" ss• '� Garland, NC 738000 mE 78" 23' w
1 .5 1 0 1000 2000 4000 5000 1 .5 0 KILOMETERS 1
NAD83/WG584 UTM Zone 17 MILES FEET 1000 0 METERS 1000
© 2016 National Geographic Partners. Please refer to index map on page 1 for more details. User assumes all risk associated with the use of this map.

f
0
i
s
f �r
�£ 41 -
N
19

DIVISION OF WATER RESOURCES REGIONAL OFFICES (10/2018)
Asheville Regional WQROS Supervisor Washington Regional WQROS Supervisor Raleigh Regional WQROS Supervisor
2090 U.S. Highway 70
943 Washington Square Mall
1628 Mail Service Center
Swannanoa, NC
28778
Washington, NC 27889
Raleigh, NC 27699-1628
[phone]
[phone]
[phone]
Fax [phone]
Fax [phone]
Fax [phone]
Avery
Macon
Beaufort Jones
Chatham Nash
Buncombe
Madison
Bertie Lenoir
Durham Northampton
Burke
McDowell
Camden Martin
Edgecombe Orange
Caldwell
Mitchell
Chowan Pamlico
Franklin Person
Cherokee
Polk
Craven Pasquotank
Granville Vance
Clay
Rutherford
Currituck Perquimans
Halifax Wake
Graham
Swain
Dare Pitt
Johnston Warren
Haywood
Transylvania
Gates Tyrell
Lee Wilson
Henderson
Yancey
Greene Washington
Jackson
Hertford Wayne
Hyde
Fayetteville Regional WQROS Supervisor Mooresville Regional WQROS Supervisor Wilmington Region WQROS Supervisor
225 Green Street, Suite 714
610 East Center Avenue, Suite 100
127 Cardinal Drive Extension
Fayetteville, NC 28301-5094
Mooresville, NC 28115
Wilmington, NC 28405-3845
[phone]
[phone]
[phone]
Fax [phone]
Fax [phone]
Fax [phone]
Anson Moore
Alexander Lincoln
Brunswick New Hanover
Bladen Richmond
Cabarrus Mecklenburg
Carteret Onslow
Cumberland Robeson
Catawba Rowan
Columbus Pender
Harnett Sampson
Cleveland Stanly
Duplin
Hoke Scotland
Gaston Union
Montgomery
Iredell
Winston-Salem Regional WQROS Supervisor
450 Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
Phone [phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-STATE-G-E 10/31/18 Page 5 of 5

10/4/23, 11:07 AM
Google Maps
Vo gle Maps 1283 Big Piney Grove Road Clinton, NC 28329
Imagery ©2023 CNES / Airbus, Maxar Technologies, USDA/FPAC/GEO, Map data 9)2023 1000 ft
https://www.google.com/maps/@34.9354795,-78.4269025,2202m/data=13ml I1 e3?authuser=0&entry=ttu 1 /1

34078h4 Bonnetsville, NC Index Map - USGS 100K Map Series 1
fir..
-
File,,
10�
�
'rrw
■■ �
�a
� ��1
� ,
�+
0A
�.
-
i�Wf
a
11 2 1
KILOMETERS
This map was created from a seamless mosaic MN
TN
USGS Revision Date: 1988
of detailed USGS maps at topo.com
Contour Interval on 7.5' Maps: 5 ft
Adjoining 7.5' Quads
Refer to the pages indicated on the above index
_
for detailed 7.5' series USGS maps. As with all
a
NW: Salemburg, NC
maps, inaccuracies may exist and conditions may
]
NW
N
NE
N: Bearskin, NC
change. User assumes all risk associated with
_ -
NE: Clinton North, NC
the use of this map. -9.00
— -�
W: Roseboro, NC
© 2016 National Geographic Partners 34078h4
-
W
*
E
* Bonnetsville, NC
E: Clinton South, NC
NATIONAL
NAnOwlpl A NAL
Ammon, NC
GEOGRAPHIC �
SW
S
SE
S: Garland, NC
w.d�.y tw 2010 De
ation
North Carolina
SE: Ingold, NC

NATIONAL Bonnetsville, NC 13- USGS 7.5' Map Series C
GEOGRAPHIC
C - 78'29' Bearskin, NC 76" 2T r.i3 r.34 b
r
Im
ih
ca
tq
fm
M ' hS�n ^� -gym '! -`y � J_ � ,■ n
,.W m
U 1
z.
10
� �. �,. 7 Y t; � � ? f / F �1? � ' _�'� �I ,fit � l �r �r I • � �, f � n
PI 1• — _ a ,-�e.... l� � 4 it�."� F ! � JS��� � �' L_ � �` fr Iq
} p f+�✓
Ch
� •' III ,■ �'
7 29 000 mE 78' 29' . sa 732 78' 27• 734
1 .5 1 0 1000 2000 4000 5000 1 .5 0 KIL0MErERS 1
NAD831W6i84 UTM Zone 17 MILES FEET 1000 0 MEFERS 1000
rJ 2016 National Geographic Partners. Please refer to index map on page 1 for more det+ User assumes all risk associated use of this map.

NATIONAL Bonnetsville, NC 115- USGS 7.5' Map Series 0
r.rnr.DAv mr
z 78" 26• 735 78^ 25' Z Bearskin NC 738000 mE 78" 23• W `
o e
1 f
ta
o r h~ %- ew S F Ln-
'Ilk
If
illlj l• • � I Y '1 �i
Frt08PGEi
•� j'~ �'yam' _ f--o• _
LO
to
12
104
Le
Ln
It
d.
J
G"s
6
A
`78" 26• 78" 25' V5 737 78- 2a• 7 38 000 ME 78" 23• W
3 .5 1 0 1000 2000 4000 5000 1 .5 u KILUMETERS 1
NAD83/WGS04 UTM Zone 17 MILES FEET 1000 0 METERS 1000
C0 2016 National Geographic Partners. Please ''.:•r to inpex neap on page I for mflrc pet-+'•- User assumes all risk associated with the use of this map.

NATIONAL Bonnetsville, NC jm�USGS 7.5' Map Series O
GEOGRAPHIC
7S^ 29"
go
en
m
m } r
It 4
T.
Ln
J.l
11 ;_mod-•,'.�4�.._. _,�� r —. — H
— �r - E
o
Z --- - - - �,.. _-, Z
��
Jn
w
- nnnn mF 7a' zo' 7 a . Garland. NC 78' 27'
1 .5 1 0 1000 2000 4000 5000 1 .5 0 xIL-OMETERS 1
NAD83/WG584 UTM Zone 17 MILES FEET 1000 0 METERS 1000
© 2016 National Geographic Partners. Please refer to index map on page 1 for more details. User assumes all risk associated with the use of this map.

LwuuV,.IJII LIIVGIVf.c 1✓. .�LU`fYJJI'9�.7GVJ�'I'Y.7J AI-A/�1.7AVVVAV 1✓LV
ROY COOPER
Governor "
'--`'CHAEL S. REGAN
" .retaey
S. DANIEL SMITH
Director
Barefoot Family Farms, LLC
Pig Feet
PO Box 589
Clinton, NC 28329
Dear Barefoot Family Farms, LLC:
NQRTH CARO;L`INA
EnvironmentalQuality
January 18, 2021
Subject: Certificate of Coverage No. AWS820195
Pig Feet
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your change of ownership request, we are hereby forwarding to you this Certificate of
Coverage (COC) issued to Barefoot Family Farms, LLC, authorizing the operation of the subject animal
waste management system in accordance with General Permit AWG100000. Please read this COC and the
enclosed State General Permit carefully.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management Plan
(CAWMP) for Pig Feet, located in Sampson County, with a swine animal capacity of no greater than the
following annual averages:
Wean to Finish: Feeder to Finish: 4410 Boar/Stud:
Wean to Feeder: Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
This COC shall be effective from the date of issuance until September 30, 2024 and shall hereby void the
Certificate of Coverage Number AWS820195 previously issued to this facility. Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and this
COC and must be completed prior to actual increase in either wastewater flow or number of animals.
a.
You are encouraged to update your Swine Odor Control Checklist using the enclosed form. If you do so,
you must send a copy of the updated form to the Animal Feeding Operations Program at the address below.
North Carolina Department of Environmental Quality I Division of Water Resources
® •/ 512 North Salisbury Street 1 1636 Mail Service Center I Raleigh, North Carolina 27699-1636
o-cam lorE monremciawr 919.707.9000

Please Vqy careful attention to the record kee ins and monitoring conditions in this permit. Stocking and
t` MortalityForm STOCK-1 has been updated- all other record kegping forms are unchanged with this
General Permit. Please use the most current record keeping forms.
If your, Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current. WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per 15A NCAC 02T .1304 and NRCS standards a 100-foot separation shall be maintained between water
supply wells and any lagoon, storage pond, or any land application of waste.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, and/or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal .Feeding Operations Program for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding..
In accordance with Condition 11.23 of the General Permit, waste application shall cease within twelve (12)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch/Flash Flood Watch associated with a tropical system for the county in which the facility
is located. You may find detailed watch/warning information for your county by calling the Raleigh, NC
National Weather Service office at [phone], or by visiting their website at: www.weather.gov/rah/
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office staff
maybe reached at [phone]. If you need additional information concerning this COC or the General
Permit, please contact the Animal Feeding Operations Program staff at [phone].
Sincerely,
EKDocuSigned by:
Awt'SL N t�
E3415E2C058240D...
for S. Daniel Smith
Director, Division of Water Resources
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
Central Files (Permit No. AWS820195)
Prestage Farms Inc

Waste Utilization Plan
ACU-ITY * OR-05
Producer:
Barefoot Family Farms, LLC County: Sampson
Name of Farm:
Pig Feet
Location:
P.O. Box 589
Clinton, N.C. 28329
Phone:
(910)-596-7164
Type of Operation:
Feeder -Finish
Number of Animal:
4410
Storage Structure:
Anaerobic Lagoon
Method of Application:
Irrigation
Amount of waste produced per year: 8379 tonlyear
Amount of plant available N (PAN) producedlyear: 10143 lbs./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 of 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 DWQ 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

Pig Feet
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:
i Tract No. Field No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N Acres
unit
Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
10965 j� 1
BOB
BC
3.8
50 2.29
435
Mar -Oct
190
10965 1
BOB
SG
1
50 '2.29
115
Oct -Mar
50
10965 2A
BOB
BC
3.8
50 1 5.34
1015
Mar -Oct
190
10965 2A
BOB
SG
1
50 '5.341
267
Oct -Mar
50
10965 213
BOB
BC
3.8
50 5.62
1068
Mar -Oct
190
10965 2B
BOB
SG
1
50 '5.62
281
Oct -Mar
50
10965 3A
BOB
BC
3.8
50 5.84
1110
Mar -Oct
190
10965 3A
BOB
SG
1
50 '5.84
292
Oct -Mar
50
10965 3B
BOB
BC
3.8
50 5.231
994
Mar -Oct
1 190
10965 3B
BOB
SG
1
50 '5.23
262
Oct -Mar
50
10965 4A
BOB
BC
3.8
50 5.18
984
Mar -Oct
190
10965 4A
BOB
I SG
1
50 '5.18
259
Oct -Mar
50
10965 4B
BOB
BC
3.8
50 4.9
931
Mar -Oct
190
10965 4B
BOB
SG
1
50 '4.9
245
Oct -Mar
50
10965 5
BOB
BC
3.8
50 2.48
471
Mar -Oct
190
10965 5
BOB
SG
1 1
50 '2.48
124
Oct -Mar
50
10965 6
BOB
BC
3.8
50 2.24
426
Mar -Oct
190
10965 6
BOB
SG
1
50 '2.24
112
Oct -Mar
50
10965 7
BOB
BC
3.8
50 2.31
439
Mar -Oct
190
10965 7
BOB
SG
1
50 '2.31
116
Oct -Mar
50
10965 8
BOB
BC
3.8
50 1.64
312
Mar -Oct
190
10965 8
BOB
SG
1
50 '1.64
82
Oct -Mar
50
Total 43.07 10337 lbs.
Available Nitrogen 10143 lbs.
Surplus or deficit -194 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.

Pig Feet 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 and /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, care 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 1588 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 7938 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 26
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 64
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

Pig Feet
Page 4
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
i`
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 ir-rigate 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.
Rate(in/hr)
Applic.
Amount
10965 1
BOB
BC
0.75
1
10965 1
BOB
SG
0.75
1
10965 2A
BOB
BC
0.75
1
10965 2A
BOB
SG
0.75
1
10965 2B
BOB
BC
0.75
1
10965 213
BOB
SG
0.75
1
10965 3A
BOB,
BC
0.75
1
10965 3A
BOB
SG
0.75
1
10965 3B
BOB
BC
1 0.75
1
10965 313
BOB
SG
0.75
1
10965 4A
BOB
BC
0.75
1
10965 4A
BOB
SG
0.75
1
10965 4B
BOB
BC
0.75
1
10965 4B
BOB
SG
0.75
1
10965 5
BOB
BC
0.75
1
10965 5
BOB
SG
0.75
1
10965 6
BOB
BC
0.75
1
10965 6
BOB
SG
0.75
1
10965 7
BOB
BC
0.75
1
10965 7
BOB
SG
0.75
1
10965 8
BOB
BC
0.75
1
10965 8
BOB
SG
0.75
1

Pig Feet
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
Plan was rewritten due to change of ownership

Pig Feet
Page 6
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply waste. If the producer
does not own adequate land to properly dispose of waste , he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
standard 393 - Filter Strip).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate that runoff
does not occur offsite or to the surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potentual for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residennal property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).

Pig Feet
Page 7
REQUIRED SPECIFICATIONS
(continued)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned
by he landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
17. A protective cover of appropriate vegtation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidences of
erosion, leakage or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illigal discharge, pollution and erosion.
19. Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetation and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre -plant with no further applications of animal waste
during the crop season.
21. Highly visible markers shall be installed to mark the top and the bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A markerwill be required to
mark the maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina regulations.

Page 7
WASTE UTILIZATION PLAN AGREEMENT
` Name of Farm: Pig Feet
Owner/Manager Agreement Barefoot Family Farms, LLC
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. I (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 farm 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: Barefoot Family Farms, LLC
Signature: Date:
Name of Manager (If different from owner)
Signature: Date:
Name of Person Preparing Plan: Alan Parham
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329�
Signature: ��, / _ —'_ Date:
�`,�

IRRMATION DESIGN
SCALE: 1" = 200'
O
NOTES:
1) THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TITES, DEAD
ENDS AND OTHER SPECIAL FITTINGS WHICH REQUIRE RESTRAINING,
i2) MAINLINE PIPE AND LATERAL SHALL BE 6- PVC PH 2DU (SDR 21) AND
f SHALL, BE BURIED TO HAVE AT LEAST 3 FEET OF COVER.
1,11tr-ow
LEGEND
o HYDRANT LOCATION
0 PUMP LOCATION
o-----o 611 PVC MAIN
7--= BUFFER
a T11RUST BLOCKING
Prepared by: M. Floyd Adams.P.E
Date: July 2. 1997

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 (MRCS)
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 seepage as opposed to
flowing leaks -possible action:

a. Dig a small sump or ditch to catch all seepage, put in a submersible pump, and
pump back into lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
c. Have a professional evaluate the condition of the sidewalls and the lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWR (Division of Water Resources)
regional office, at 910-433-3300, after hours, emergency number: 1-800-858-
0368. Your phone call should include: YOUR NAME, FACILITY
NUMBER, TELEPHONE NUMBER, THE DETAILS OF TE INCIDENT
FROM ITEM #2 ABOVE, THE EXACT LOCATION OF THE FACILITY,
AND 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 the spill leaves the property or enters surface waters, call local (EMS)
Emergency Management Services at 910-592-8996.
c. Instruct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation District, Natural Resources
Conservation Service office at 910-592-7963 and Cooperative Extension
Service at 910-592-7161 for adviceftechnical assistance.
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 the problem to minimise off -
site damage.
a. Contractors Name:
b. Contractors Address:
ees-n w
c. Contractors Phone: �(o e 5r9a • 519' 1
Page 2

6. Contact the technical specialist who certified the lagoon.
a. Name: _ff4mat4e- /J. Aiil Ayr
b. Phone: 910 - 5'9a • 5771
7. Implement procedures as advised by DWR 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

�- NAME: GqEG STEPHENS j-q
�
COUNTY: 5AMPSON
TYPE OPERATION: 2940 FINISH
�
TOTAL 9EMUI9ED VQLUME 581969 CJ FT
--------
`rOTAL DESIGN VOLUME AVAILABLE 597199 CU Fr
-------
ESTIMATEDf ^
VOLUME OF 1AIOON EXCAVATION l7459 CU YDS
TOTAL EXCAVATION 17459 CU YDS
VF PAD FILL i0949 CU YDS
_______
VOLUNE OF DA� 3303 TU YDS
CUT - FILL RATEO
* ESTIMATE VOLUME FOR CLAY LINER 1926 CU YDS
FROM 0' - 2.5' BELOW SURFAN AND --------
BOTTOM OF LAGOON TO 3'
ABOVE THE BOTTOM.
ALL AREAS CF SANDY MATERIAL �NCOU�TE�ED ON THE SLOPE
AND THE BOTTOM SHALL BE OVEREXCAVATED 1 FOOT (MIN)
AND BACKFILLED TO GRADE WITH COMPACTED CLAY MATERIAL.
]EWATER ANY AREAS TO BE LINED TC PROPERLY ]NSTALL LIN:---

Operator:GREG STEPHENS County: SAMPSON Date: 12/08/93
Distance to nearest residence (other than owner): 2000 feet
1. STEADY STATE LIVE WEIGHT
0
Sows
(farrow to finish)
X
1417
lbs. =
0
0
Sows
(farrow to feeder)
X
522
lbs. =
0
2940
Head
(finishing only)
X
135
lbs. =
396900
0
Sows
(farrow to wean)
X
433
lbs. =
0
0
Head
(wean to feeder)
X
30
lbs. =
0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 396900
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume =
--396900 lbs.
SSLW X
Treatment Volume CF/lb. SSLW
Treatment
Volume CF/lb.
SSLW=
1.0 CF/lb. SSLW
Volume =
396900 cubic
feet
3. STORAGE VOLUME
FOR SLUDGE ACCUMULATION OWNER REQUESTS NO SLUDGE
STORAGE. SLUDGE WILL BE
Volume =
0 cubic
feet
REMOVED AS NEEDED.
4. TOTAL DESIGN VOLUME
Inside top: length 360 feet ; width 210 feet
Top of dike at elevation 51.00 feet
Freeboard 1.0 feet Side slopes 3.0:1(inside)
Total design lagoon liquid level at elevation 50.00 feet
Bottom of lagoon at elevation 39.00 feet
Seasonal high water table elevation 44.40 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 354.0 204.0 11.00
AREA OF TOP
LENGTH X WIDTH
354 204
AREA OF BOTTOM
LENGTH X WIDTH =
288 138
AREA OF MIDSECTION
LENGTH X WIDTH X 4
321 171
72216 (Area of Top)
39744 (Area of Bottom)
219564 (Area of Midsection X 4)
CU. FT. _ [Area top+(4XArea Midsection)+Area Bottom] X Depth/6
72216 219564 39744 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 607794 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
360 210 75600 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 75600 Square Feet
Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 396900.Lbs. SSLW X CF of waste/lb/day X 180
Volume = 97161 Cubic feet
B. Volume of wash water
This is the amount of fresh water used for washing floors or
volume of fresh water used for a flush system. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 Inches X DA / 12 inches per foot
Volume = 44100 Cubic feet
D. Volume -of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot X DA
Volume = 44100 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 97161 Cubic feet'
5B. 0 Cubic feet
5C. 44100 Cubic feet'
5D. 44100 Cubic feet
TOTAL 185361 Cubic feet

/-
5E. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 43954.2 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 97161 cubic feet
5B. 0 cubic feet
� 5C. ' 43954 cubic feet
5D. 43954 cubic feet
TOTW 185069 cubic feet
1, SUMMARY
~
Total required volume °581969 cubic feet
Total design volume avail. *'607794 cubic feet
Min. req. treatment volume plus sludge accumulation 3969OO cubic ft
At elev. 47.2 feet ; Volume is 418450 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 563840 cubic feet
At elev. 49.3 feet ; Volume is 559059 cubic feet (start pumping)
Seasonal high water table elevation 44.4 feet
~ '
,
r
. DESI8NED BY: Xu� (� APPROVED BY j������'
U-- `�'� ^ « «
PDATE: ��/�m���� DATE: J�1
NOTE; SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS;

f OPERATION AND MAINTENAME PLAN
This lagoon is designed for waste treatment (perean,�ant s�o.t 'r,4a"
in. odor- control. The time required for the planned 'fluid Ie�el
reached (pert nen t + temporary s ora.ge) may vary due trD sd z c �i:t.i:ems
ilus.hing. o.pe.rata-Des, and the aazpunt of fresh later added to the `S °
Latmz
Tare designed 6 months temporary storage is an -estimated volumebased of; i) waste from a!-?arrals .t) excess rairtfai1 after evaporation
aka
: s the largest 24 hour (One day) falI that occurs on the
average Of once Lavery 25 fears. Thy volume of waste generated from ti
a given number of animals will be- fairly constant throughout the ue� .r_ and from year to year. This estimate is based on 7 inches of exci-L
rainfall which is equal to or exceeds the highest 6 Months excess in
a year. The average annual excess rainfall is approximately S inches.
The-refore, -in average of 8 ..aches' Of rainfall will :need to be
pumped aX T I ? year ,a nfa z will not be a factpr'to consider
in an annual pumpino cycle, bu+ s.hi_ s orage 3+oiurr;a littisit-always be
avai#able, A maxiI€?m elevat.acrn is determined r
pt_pi,ng and � this .is usually the mete. t_inea in each design to begin
Y = e Out.let invert of pipe(s) fro€n
buildings). If the outlet pipe Z.ronstaIIed rele_°.tic to
€i FIs e? evert
to wi g db6ft elevation .levat Est
t£r stop PL tamping to Mairitai-1 Mi nim-a irLCstmen L depth (6 -he t)a
`pig can be started or Mo€`.pped at any F€€t=szs e between thtwo
esC--vations for operating convenience as -site conditions per•ni.t; such as
4therg soils, cr opg and equi rTt,�I in order to apply waste without
rt�pgf# or leac.hing a
► and application of baste water is recognized as an ac£ep�ai3le
�%e"Od of disposal. Methods of Ap+pli.cation al�cf�!€ie solid sets
center Divot, guns, and traveling gun ,sr r"sg_ttion. Care should
taken when applying waste to prevent dt€€�Ickge to crs'sp5=
The follow ; g items a t"- re to be'rt' a-arr led oute
y atr On Q- I`Y r--eco6t!3ct! ded '�hat'�., the tr eatsf eat lagoon v� �r-�`—
cFar gedS o .s r r' 7 .�w,
., s_ capac4 t y to prevent e"xces si.' odors during
o: c t r J-
� tc't !`•t—uP Pre-charg FFi,,;t reduces the concert t r at-i on Q�. i 'tea }-t'4' initial '
waste entering the lagoon thereby F-e-d
waste cam} � �!s=.311g odors. SJi 3•;.�'s siii:'rild s�lc
Coved With effluent Zatz d. e. ll t=I%?=t_ : When pr ac har gin. is c0j7, ^dl9Yey
��lsl, =!? dlst '7=�hr"ecyi Zed lagoon ljauid.Fresh�watershould t
be used fo '+shin!_'-{ after initial a filling.
.
g
!2. ne attached waste €-tali t 1 shall be followed.
i.:;larl rP+-olllTenid ssampling � �ba ? �`�"�'! plan i �:':,� i ��. This
c?fi=tit,'g of :last=` (see attach unmet)
t=ef•or-e land a -pp i ca t' on
••:: - Begin P_!t`,YP"-•f_It! t- of the
'Lagoon-} when f l�ad
level reaches eleva-
tion as il;_red by per maneli s. rear kern StOP pump —out when
r
the fluid level reaches elevation- 417
than
�_ 1. � +:.. i" before than fluid depth
less I.an rw feet deems`' th e prevents the loss of favorable
__
bacteria) � Tile design I
de� gn tet�!£ ar a storage, le s - r store{
a� t'il,�bl c!.!!�i feet � p'� � .��; ,�ea
c f �_r I, S`,63a gal lcttts. As stated before, this
v o.'r. u e wi 1 '! varY cct!'is idpsrabl y 'f !"C'm Y-9 r" to Year.

iID
tmaw��.
a - j4f'vidp-d amMs or are4iE� -d-aaged b rade'* is and
'to be davr-*rt d f rcwm the Ian a
dtit1 R
a KeL—IP a 'ivi imam- of 25 feet of or -ass vegeta4-ed buffer around
W;Sstc- kitili att on f leld5 adjacent to pe�.re•nnial t eams, Waste will
not be a-pli 1 in opeen ditchi_5. Dd -aat p�mY wit -thin, 200, feet of a
residce or t.= n 100 feet of a wslll.
iY T3ha- CleanNater Act of 1977 prt6i.bits he s�i,.i �s,./1��2��L' of
PC-1 lutans .irrtp, waters of the Uni
71 States. T--a Department of
r.a ,foe enforcing .

AVERAGE GROUND
SANDY MATERIAL
NO CLAY
___
SANDY CLAY -CLAY
0
1'
FILL
1
VARIABLE 1
I �
I FOOT THICK
CLAY LINER
TYPICAL GROSS -SECTION OF
LAGOON CONSTRUCTION WITH,
PART IAL• -CLAY LINER
1 FOOT THICK CLAY LINER
(MINIMUM)
EXCAVATE THIS AREA AND.
BACKFILL WITH"CLAY
EXCA'�ATE
64RADE= 35.0
r
FILL
i
r
r VARIABLE
r
I FOOT THICK
CLAY LINER
4.2.0
CARE G S i E P-HEnS
SAMPS-On CO..
AVERAGE GROUND
SANDY MATERIAL
NO CLAY
SANDY CLAY -CLAY
ADDITIONW EXCAVATION DUE TO LINER:
AVERAGE DEPTH TO CLAY 2 5 X I FOOT THICK X DISTANCE 2-9 5 O CUBIC FEET = 10 CUBIC YARDS
27 CUBIC FEET/CUBIC YARDS.
`;rj;

Confinment Building
TYPICAL VIEW OLD A ONE -STAGE LAGOON SYSTEM
Top Width 1 2'
Pipe Invert Elevation
¢9. 5
Settled Top Elevation .51.0
SS 3 1
Pit
SS 3 : SS 3 : 1
TREATMENT
LAGOON
I Depth = 1 3
! Pipe (Needs to be adequately
supported)
Bottom Elevation 3_2,0
NOTE: RIP -RAP, FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL WILL BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER

U. S. DEPARTNENT OF AGEICULTtRI
Soit Comervatian Service
NC-ENG-40
Rev. 7191
NAME: GReG S-rePKenS
County: S,4MP-Sor%
Address:
7Y SEE 76P0 SURVey FiO4 I' HEASU2S/e')Er)rS
Date: 1O1;-0)93
F N, 8E DE SLOAE . 3 TO 1
4
AVE. TOP ELEV.
0 SECTION
AYE. IATToH Fi EY.
LEM6TN - -----_
(Sw back for VOLLM caicuLatiam)
Use of facility: W.— Me IFE-A-rMen-r ,c 609>r1
Capacity: g -70AA Gdllons 5976 9C� F't3
Soil Type: Bo-&
Bench Mark Des.cription TA i L. i A A OAK TREE LO C A TC a 30 _._
. no2T1[ cC STAT�n G 3too - _. -
Bottom
Normal Liguid Level
Storage for norzal Precip.
Maximum Liquid Level
25 yr. Storm Storage
Crest €SW
Max.Flow Depth
Freeboard
Top of Dam
Elev.
)J.O
Elev.
�fj3.3
N
Ft.
Elev.
4 9..3
(+)
.7
Ft.
Elev.
N
Ft.
N
1, a
Ft.
Elev.
5/. o

SCS - CPA - 16
SOIL CONSERVATION SERVICE
2 -81
CONSERVATION PLAN MAP
Owner —rTKf�-- :Oc� F-r �Js Operator
County
A el P.S 2.,,j State Date
Approximate acres Approximate scale
Cooperating with Conservation District
Plan identification Photo number
Assisted by USDA Soil Conservation Service
L A� t---J
le-7
2F
;A
ri
4P
L4

^' `^ Inside top length 312.0 feet ;
Inside top
width
162.0 feet
Top of dike at elevation 42.0
feet
Freeboard 0.0 feet ; Side slopes
3.0 :
1 (Inside
lagoon)
~ Total -design lagoon liquid level at
elevation
42.0 feet
Bottom of lagoon elevation 38.0
feet
�~^ Seasonal high water table elevation
(
0.0 feet
Total design volume using prismoidal
formula
'
SS/END1 SS/END2 SS/SIDE! SS/SIDE2
LENGTH
WIDTH
DEPTH
3.0 3.0 3.0 3.0
312.0
162.0
4.00
AREA OF TOP
LENGTH * WIDTH =
312.0 162.0
AREA OF BOTTOM
LENGTH * WIDTH =
288.0 138.0
50544 (AREA OF TOP)
39744 (AREA OF BOTTOM)
AREA OF
MIDSECTION
LENGTH
* WIDTH * 4
300.0
150.0
180000 (AREA
OF MIDSECTION * 4)
' CU. FT.
= [AREA TOP +
(4*AREA MIDSECTION)
+ AREA BOTTOM] DEPTH/6
*
50544.0
18000g0
39744.0 0.7
VOLUME OF LAGOON 14T TOTAL DESIGN LIQUID LEVEL 180192 CU. FT.
| f9c» / 9n.- eur'r
�*p'T
------- r '� �u
�u� ,
.

' Inside top length 306.0 feet ; Inside top width 156.0 feet
' Top of dike at elevation 42.0 feet
Freeboard 0.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 42.0 feet
Bottom of lagoon elevation 39.0 feet
Seasonal high water table elevation 0.0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 306.0 156.0 3.00
AREA OF TOP
LENGTH * WIDTH =
306.0 156.0
AREA OF
BOTTOM
LENGTH
* WIDTH =
288.0
138.0
AREA OF
MIDSECTION
LENGTH
* WIDTH * 4
47736 (AREA OF TOP)
39744 (AREA OF BOTTOM)
297.0 147.0 174636 (AREA OF MIDSECTION * 4)
' CU. FT. = [AREA TOP + (4*AREA MIDSECTION| + AREA BOTTOM] * DEPTH/6
47736.0 17463fu0 39744.0 0.5
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 131058 CU. FT.
m

USDA.SOIL CONSERVATION SERVICE -
FINAL CONSTRUCTION CHECK AND CERTIFICATION
- FOR ANIMAL WASTE TREATMENT LAGOON (359)
1,
NAME - -.
LOCATION.APPPDX. Y-.0-AllLf-S .1)64r
--
SIZE OF OPERATION : goo ' " FARROi�V TO FEEDER`
FARROW. TO FINISH
FARROW TO WEAN - —'
CONTRACTING COMPANY _4�jss ,r-A- R ,5 ,7.FEEDER TO FINISH
'WIJAN TO FEEDER
OTHER
DESIGN DATA AND CONSTRUCTION "CHECK DATA-
TBM --- - --. -. - .. ELEVATION
t
-AS BUILT.-.
INSIDE TOP DIMENSION .'. -:��► _'r-sue.-Lar�-"SEE,.:5iC7Cff
r
DIKETOPWIDTH - - -
f
'TOP pF DIKE - g
T.
_BOTTE315ri.e2�
TY L 7
i Y
GOON �.. I`
iNSID SIDESLOF1:
` OUTS I1 SLOFE -Y
PIPEµ9 43.--. _
CLAY LINERfCORE,;'£RENCH �" --1 p "--
x 1 �.0 .r ... , . �
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES✓ --NO
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED. IN PRACTICE CODE 359?
YES ✓ NO
COMMENTS SioE -SLofas WERE nor tinir-c*m, w: (- Val-uMf
AFreR ReDvern& .CEnG'y C wowI4 3 FEET' . 7WP- Can STevcTED LA Soon
T/LG PAD AOF u tE CAPACt 70 MEET 5C Min STAn0AP_aS e- S'AeC7.
L QGOOA AriU S.-eDED 7b 0-OM ac,1 &_sseMVDA6AAs5
_: S'PPAy FIELD To i3E C4eA.@ED Ann Ta C6,&srAt •3e¢ry�uD,Q G Rf�SS
SIGNATURE Jf. ALwv, atfh � TITLE Emma DATE 41rilst-
In SP,2lm6 Ow-
tg95,

.:.Y1�dri2L WMTE 'P .,ari C3n=FTC%T=OV FOR xiOR 7=A== PE=LOTS
1142Lae _ Stu.=n the coPlated ,form to tho Di Anion of SavieoansataI 2iaasgemaat at
tag add-Qaa on .the rmvmra® ,aidda of this fors. _
Name of farm (Please print) :— C lmrY L
address: 30.D.
Phone No.:
County: S.oiA;V °ory
Farm location: Latitude- d;Lon' Z tsde-7 " S' 30" 5�-' 'e::3e-° r s red) -Also,
Please actach a copy of a county road map with .locat'i* :i ent: ie-
­Ypa of operation '('swine; ;1ayes "dairy. "etc
Des..cr. capacity (num:^er.cf animals) a� F��js bX
Average size of operation' (12 morta pcpulaC3*Cn avg. } gyn fted`
Average acreage needed for land application of waste (acres) : - - -
ssa3ese=aaaa==3aaaas3aassaaasa�saasxaoasass�ssssaasaaas==aassssmaasaanaaa3=asa
Taeh:.ica1 Spscia2ist oa:'�
As a technical ,;specialist:.designated by,=Ythe North Carolina ' Soil and Water ` r
Conservation Ccmmission pursuant to" 15A NC�C 6r_.:0005 = ce=tify` t_�iattae nevi or" - "~
expanded animal waste_ management:syster :as, -installed -.for wwfa�=name�:'anove` � t
'.:that.. maats - theajdesig4 t cdnst-action,
has :an axxi�al._waste Wmarage�ent :.plan --
.:r;terce°ta.cardsame.raticn and maucat ans''� of�rrt!%4 zf vitib._-
^ r ror. encal Mtnagement, and the USDA-SoConservation Ser n-ce an -/or t�:e North'
Carolina Soil and Water Corse-rratiors Ccmmission pursuant, to 15A';�NCA iHZ02?7-`and
ISM NCnC 6F .0001- 0005. The following.e� ae.*tts and t_*teir;cor_espondzng nisi*j=1�
iteria hav-4_been_verified r des' r
hY me .or oche_ grated technical saec�Alssts and
are included in the plan as applicable: +T i im= separations (but_farsY;�line=s or
'I
equ valent far lagoons or waste storage potds, twaststorage :capacstY. aaequat=
quantity artd am aurst of land'_for waste utilszatior=-for use of,th� party) , ac ess
ot= ranei• waste map licatzori sctedzsle- fot_n
:T p P ,, za7. e-nt: , .. _
=�
W.
[an ax>-G+'ra` soya
mow..
333a333R aZ aa3 a3 Z37'3 as aa.8�9.a�9aiasa'Xi W=am 83aC393.Z3sa'.aaiaai3 a.32S=23333a as -� 4',+
cv=eI's3'1$ A �@�O�t sR a �- ..y - ,� n. ,a, a '2pyt+
4 Sim .+��t �.,�...e%45t?"k*. -
Z .(we} 'ti.*:aerstardart�se :operation and _ma=tenance. procedures ,establisaed : rr-the'
approves animal waste management plait 'for tie as:n aame3 above an will iingleme-it
these` proceduras ' I', f*ae}_ know ttisac zany additioziaZ a artsaoir: to:-tharex sting:'r
design capacity of, tae;�waste--treatment :.anj _storage..asystess.:or coast�ctsoriodr new L
facilities will require a new cer_if:cation to be su��mitted_tatFseivls`ion
;cf'
Enviroru-'nental Management -before the new animals are stacked_ 2 (we) ~ also
understand that there must be no discharge of animal waste frgsa this' system~to`tx. .
surface :waters of the state either through a man-made .conveyance or through
runoff from a story :event less ..severe thart-.the.,;2S-years'<2�=hour: -storm -The ' = -
approved plan will .be. filed at the tarn and at the office:.df the - local
.=Soil':and -•'=
Water Conservati on ,0ist rf ct.
itaae cf Load ..es_.(Please Print) �x+e
�7 L
Signature • tl Date.--- --(,- % ~
Nan® of Hagar, if different from, owner (Please 'print)
Signature: - Date:' -
Note: A change in 1and.t
ownership �ecru rzs notification or a new ".certification
(if the approved"plan is : c.�:anged� to be submitted to the Division of
vironmental Management within 60 days of a.title transfer.
DZJ. USE 0NLY:AC0,4

•i��.ilC VI 14V(Il i l..C..1(U11i ll.d `'�'" �` -�
DePcr►ment of Environment,
Health and Nature! Resources
Division of Environmental Management -
.acmes B. Hunt, Jr., Governor
Jonathan I Hawes. SecretaryFRL
A. Presfion Howard, Ur: P.E.; Director
g;-Ma 7:FTC '^aON ..moo . .* r7 .O M' AaTI"Y' ,I, 'F'='gMLQTS
INSTRUCTIONS FCR CM_".ZT _-'ICATION..OF. AlPPROVM: ANC -AZ` WAST�' MP.NAGM� ;'PLAXS -ZOR
NSrT :'OR '"'{PANDER _ANT—,NML WASTG'_ i�Mi *r,- SYST 4_9 '.Fe:�- LOTS,
a. _4- -
3...% -
In order to be deemed pex=ttea 4by the Division. of EnvironmentalManagement -
(DEM) , the order. o= -,any.;hew :,or expanded-. an=mal tiwaste •>._management :-system = - A
corist--ucted after. January I: 1994 which. is _ dat gned' to serve ;-greater ='than
equal to, _.populations � Listed .abelow; ls..r-
equired=-j.to : submit> a> signed
rn
c_ez7.Cat].On a0imt® Dot, the _near arl! s are stacked :° oa the
ras..;zre operations arm exempt Pram :the recuiremeait to -be-.ce.*,_i=ied.. - r
k. zoo .h��a ::off ,catty 33 7 ym _
3.3tCG0 '.tag — r - =r'� ,.,,.-a',•'=.: .. x`s5 -e.i .r-4 S-..a.;-
- �,ti30,000 bi:-ds v�tit'3 a.:iigeti$. pasta eYat� • � ' � q ��'� � � �„
.,sC,i.C� n •a.' -".a-- t .. , f';,, rT' 'r.�'ycs'
s�
The cert�ricat on oust be signed by =`the .owae ar. t to feedlot (had -manager 'if
diegtaterr��enteyy c�pecaisbrr�.x tiie
aaa �rtate-*w xConde rates oa 'CcmmisSivit �pursuan to NCAC . 6r QO QOOS � "`A r ^
t.ecanxcal spec alist must verify by ;aa oa-site Inspec�s on that alZ.' aPpl :cabla
desk gx <ard cpastzuc_ oa standards ,and snec :r+cations areme.. as snstalZed .had
't4�.,.ry'"F-ru"�� �` ,Ke..axw�..�-.•,- S WACO
a' & �"^k'�i �Y n - �..+.�v.�'k-��
.. .,
*uaZ number .of animaTs..at theb facility :may vary f om time to' time`
a. farm :is s bled to =the ceztif catson-requireffiesit�� For e.�*++�le, cif the'<waste ��x�- v
system.-far`a. feedlot: is designed to handle"300 hogs -but the avera e' _ = g population
will: be , 200�,hogs tliest the _waste..maaiagement systemrec�iizeys a :°certificaton.A; -
1,Eh.s.+i.F _ •,:+,4- t"w_'°t -X N }'3w"', "lids ��_ "..rn'..1 .a '.1' ws'���"f r
This certi.fi:catian is :regraired 'by '-rerulatians .governing 'an=a1,---waste management '= _
syscems adopted:by;the- nv ronmental:-M_anagemeat.:Commi:ssion:10 4
I992 `(Title i5A NCAC: ZX :4217}
(-+4T�,nTTT�•+�TTai`i �Q� .-.... ... ___ .... .. ass,' _ ......,... n y _ .. .. .. .-..- .- b_.... -. _ tl` -.�� _. __ __
On the reverse : side of ::.this "page. is :: the certification forte -which ='gust be -
suhn4 tted tom --DE before_:. new animals are stocked -on, the -farm. Assistance in '
_ coarpleti 9 the Lora caz% be obtained from one of the local. agricultural-ige_.cies ' - -
.sucz as t e sail and rater conservation district, the USDA -Soil Conservation
Service, or the N.C.,__Cooperative _Extension Service. -_The foram' saoulc' he sent to:
-
Departmentof ' Environment: z-Healthand Natural Resources
Division of Environmental Management
Water. Quality —Section,—Planning Branca
P.O. Box 29535
Raleigis, N.C. 27626-0535
Phone.­:919-733-5083
Steve W.--Tedde:.' Chief:.:
Water Quality Section
Fora ID: AC i�i0194._. Date: 11• s.z. ISM
P.O. Bcx 29535, Rdeigh, North Ccrolir,..t 2762 " ' Teieohone 919-733-7015 FAX [phone]
An Equal Cpacrtunrty A;`rmc;ive Acton Empicyer 5 %recyded/ 101. pce-canmucner paper

VV AZO L h TREA I'MEIN I LAUOUN CONE I KUC'I*IUjN UklhUh b IhLV
NOTES
BY: G. 6unt)
R
LAGOON SKETCH loptional)
O
4D +78
j
P,P&- x,,,sa�T�
5,o
51.7
j..2-5
AVE
7
Z
!7o
-2467
.. -.,M—. of
6foo
J+ 2.,

U501 ;natural Resource Caaser7atloa Ser7ice
FINAL CONSTRUCTION CHECK AND CERTIFICATION
FOR ANIMAL :WASTE TREATMENT LAGOON { h 5 g `j
NAME P_^%_me-rT FArx^k ReG ST6PNems-
LOC.AT.ION APPrtox. -4.0 MIC$ N..ar -Alc ion tics a9s Bn
SIZE OF OPERATION 4-416 EARBGGi TO FEEDER `
FAKROW .TO FINISH
FARROW TO WEAN
CONTRAC-TN, G COMPANYTR�57�dG4r FARMS, ��. ✓ FEEDER. TO. FINISH
W'EA.N, TO FEEDER
DESIGN DATA AND CONSTRUCTION CHECK DATA
THM ELEVATION 50.o FEET
AS DESIGNED
IN'S.7DE TOP DIMENSION
Df 1 TOP. WIDTH
TOP OF DID
BOTTOM OF LAGOON
INSIDE'SIDESLOPE
OUTSIDE SIDESLOPE
PIPE INVERT
CLAY LINER/CORE TRENCH
1 a. J.
AS BUILT
12. '
;3. 1
49 3
HAS A LAC -CON BEEN SEEDED TO PERMANEENT VEGETATION YES NO V'
DOES LAGOON MEET NRCS MINIMLRM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES ✓ NO
COc NTS L � Goo n � R n1 �� , z� .� Sfe:VEI& 7b As- ,� ra Is
.4Z AR y L.A C o:sy2 t,-j /3 <s4ac �o Pl_,Q/» ,
4;5?=z/a5s SPRmc-
SIGNATURE c __ TITLE DATE

WASTE TREATMENT T LAGC40N CONSTRUCT -TON CHECK FI"LD
NOTES
By: G, CLIrr.^
"No-r To S C A L 6 W
LAGOON SI�Tr- ( optional) arn,_.
r t
4ve 4.5 51.7
tSUILW»6 J'Ao

S~�
N# i x , REG STEP iEN ;
COON Y _ SAMPSON
TYPE OPERATION: EXISTING 2940 FEET -FINISH
c.nr!Ai'.1,STi:.N 1470 FEED -FEED -FINISH
TOTAL REQUIRED VOLUME 302913 CU FT
TOTAL DESIGN VOLUME AVAILABLE 313309 CU FT
ESTIMATED:
f MATED :
r � i 1
VOLUME OF LAGOON -per t� Y- S
r EXCAVATION . �•.J i .i : � �
VOLUME }fM EXCAVATION i ..ON FOR C__;._Y LINER 2559 CU 'f 1, 3
TOTAL EXCAVATION
VOLUME OF PAD FILL
VOLUME ME OF DAM
TOTAL FILL.
CUT - FILL RATIO
TOTAL. VOLUME OF CLAY NEAEiii'-r---D
TO LINE NE LAGOON
10542 CU Y DS
7359 CU DS
r YDS
9265 CU YDS
2878 L U '{DS
ENTIRE LAGOON SIDE SLOPES fi BOTTOM WILL BE
C' VER E X CA•Y ATEi � 1.5 FEET AND BACKFILLED WITH COMPACTED
D
SC (SANDY CLAY) MATERIAL FROM BORROW AREA SHOWN ON MA
TOP OF DAM ELEVATION 51.0
PIPE INVERT ELEVATION 49 .
BOTTOM ELEVATION 41.0
BEGIN ':='AD ELEVATION 51.5

O erator GRE:}t STEPHENS County s SAMPSON
irate:
s'/1.2/95
Distance to nearest residence (other
than owner);
feet
1. AVERAGE LIVE WEIGHT (Ai W )
0 sows (farrow to finish)
:, 1417
lbs. —
0
lb
0 sows (farrow to feeder_)
.. 522
lbs. -
0
lbs
1470 head (finishing only)
., 135
lbs. =
1.98450
lbs
0 sows (farrow to wean)
x 433
lbs.
0
lbs
.. head (wean to Feeder)
.Ix,. _'t_)
lbs.
0
lips
Describe other
Y Total Average Live
Weight =
198450
lbs
-, MINIMUM REQUIRED TREATMENT VOLUME
OF LAGOON
Volume i ie - 198450 ALW x
Treatment `v
lCi e: CCF :
L Est
Treatment Volume(CF) f l b. ALW
=
1 CF/lb.
ALt
Volume19B450 cubic feet
3. STORAGE O{ 1A}JE VOLUME FOR SLUDGE ACCUMULATION
Volume - i?as_) cubic feet
TOTAL DESIGNED VOLUME
SLUDGE ACCUMULATION NOT COMPUTED
D
AT OWNERS REQUEST. REMOVE SLUDGE
AS NEEDED.
Inside op length (feet) -_..--------------.-----
inside top width (feet) ----------------------
Top of
dike
.'.k elevation
7_l.. (feet)
S ----------------
Bottom .oF lagoon elevation (feet) ---- --------
Freeboard (feet) ---------•_--------------------
•-----------------------------
Sideslopes (inside la'u_octi's)------
Total ..aes-g?i volume 1...__-1_ r- fl:o.e._.al formula
S/END1 EIS/END2 S/SIDE1 CC/CIDE2 LENGTH
2 =•0_0
200.0
0 3v0
5i.0
sh1:0
1.0
WIDTH DEPTH
AREA OF
TOP
LENGTH
ATWIDTH _
AREA OF
BOTTOM
LENGTH NGTH
n WIDTH
180.0
140.0
5.t 00
(AREA SFtEA
OF
BOTTOM)
AREA OF
NID E TIitN
LENGTH
WIDTH # .4
•.. s.) f e i_i
s
6
u f = t�)
1 . ; _. _. w.
827 �,
s�:-s _.
(AREA
OFMIDSECTION
* t
{• )
C U 6 FT.
= [AREA TOP +
(4 * its wEA MIDSECTION)
+
AREA BOTTOM] DEPTH/6
Total Designed Volume Available = 313308 CU. FT.

1 5TEMPORARY
tnOlt:iSTORAGE
T-RA?r R LQUIC
ED
DRAINAGE AREA:
Lagoon (top of dike)
Length i * Width
Buildings (roof and lot dater,
0.0 square feet Describe this r
TOTAL DA 48000.0 square feet
Design temporarystorage period to ci. e 180 days.
5A= Volume of waste produced
Feces & urine production in gal&day per 135 lbu ALL! 1.37
Volume = 362502 gals. or 46462.8-cubic feet
5B. Volume of wash water
This is the 77 amount of fresh ;' ester used c washing floors or volume
of fresh water used or a flush system. Flush systems 'nca'1_' recirculate
the lagoon water are accounted for in 5A.
Volume __ 0_0 gal':onsidc`+../ * 1.80 days s C€'"age/_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 amour .
180 days excess rainfall .0 inches
Volume = 28000.0 cubic feet

Volume = 7.0 inches % 12 inches :_=.;;ter foot m DH
Volume = 18000_0 cubic feet
TOTAL.. REQUIRED TE!''#FL.;RARY STORAGE
5A.
48463
cubic
feet
5B=
0
cubic
feet
5C n
28000
cubic
feet
`t .
28000
cubic
feet
TOTAL
Tim i 104463 cubic feet..
6. SUMMARY
Temporary storage period========= ========__=>
180
says
Rainfall in excess of apq;,1ratic,n:=.-:c.ss.-c_-====>
7.0
inches
2 year - 24 hour
7.0
inches
rG;=hi3? i-ie== __=-----------= _-===r=====- _-___� `:•
1 , 0
feet
Side tea.. pow= _.__ _____________ _ _________
ti .0
s 1
Inside top length=========== ============-===`:•
240.0
feet
inside top
200=0
feet
?'gip of dike
51.0
feet
Bottom of lagoon e_eti•_~ti o t= ===_ .-==="_-====._==
41.0
feet
: � ; i �!-,!,�� _ ______ __________ -_
To�
Total required
t n
-.::02 913
ilr
s_u . f t = s
Actual design
313308
? U. T •,t n ns
Seasonal high water _.a €ale elevation (S WT)=-- .
44.6
feet
Stop pumping
47.3
I,
Must be > or = to the Sj-W ; e l ev _ ------==== .
44.6
fees_
Must be > or _. to min. req. treatment el.=>
470
fee
Required minimum treatment
199450
cu. ft=
Volume at stop pumping elevation==========--r
199863
cu. ft.
Start p imp i ; !g e l e v p _____= _.______..__-_____-_ __= }
49.3
feet .i'.
Must be at bottom of freeboard & 25 ;fr. rainfall
Actual voitirie less: 25 ;>r. 24 h-, rainfall==>
28:30S
cun sL=
Volume at start p:.t;i€pialrl eleu_a_io-;_.__ ____----_-.
2B21:.:6ri;„
ate
Required volume to !--,..i'•-c? pumped================>
76463
tyu a ft. ,
Actual volume planned to be _ t c pet -_=- - _____>
82293
.- n ft„
iinn thickness of soil liner when required==>
i _ _,
feet
P = DESIGNED BY = A jQs n, crIti APPROVED BY
PXVJ,& Y, �.
DATE: gJjjj,.:15 DAT&
NOTE; SEE ATTACHED WASTE UTILIZATION PL_3ry-ii
COMMENTS;

Insect Control Checklist for Animal Operations
Snrt rrn
4:nlsc till'11!t to coit(rol Lusccls
I°lush iiuttcrs _ Liquid Sys(cnls
AccllllltlIilt1011 ufsolids D ('lush sys(cnl.is desigucd and opera(cd
sufficiently to re11.1ove accumulated solids from
gutters as desillhed.
D Itcmove bridging ol'accunrt'luled solids a(
Lagoons alld plis discharge
Crusted Stilids Maintain lagoons, sculillg basills a11d OIIS IvIlel'C
pest brceding.(s apparent to nr(ninlize (lie
crusting of solids to a depth of no more than G -
3 inches Over more than 30% of su1'lace.
EXCCSSIve Vcgclativc Dccayiub iTgelallull
Groxvtll LA Maintain vcgel;ilivc coal •
ro a ong baulks of
lagoons and other iulpoundnlents to prevent
accumulation of decaying vegetative Mattel -
along walces edge Oil Illlpound111c11t's perimeter.
Feedcl•s
® Design, opccalc and ulai111aill feed systems
bankers and Irotlghs) to n)ininlize (Ile
accunnllaUrnl of decaying wastage.
®• Clean 110 spillage on 11 rotlliuc basis (e.g., 7 - 10
clay interval during summer; 15-30 day interval
feed Sit;ml c during winter).
g Accunwlalions of_feed residues D Itedt":1110is(ure accumulation within and
aa'oauld inuncclialc perimeter of feed sloragc
areas by insuring drainage away (i•onl site
and/or providing adequate containment (.e.g;,.
covered bin for brewer's grain and similar high
moislurc grails produc(s).
D Inspccl for and reinove or break up accanrtllaled
solids in filter strips around feed stol•age as
needed.
AMIC- Novembel• 11. 1996. p.1ge I
stems
radices.
v.

• r
.
�ue✓
Source .
_,..:._ l H-6 _. W
Animal 1lrildmg ,Areas
Cause
Aecumttlations of animal wastes ®
>I$117Fs to Control Insects. Site
l±lieiiinate
and-feed�wastage �
how arias that,lrap. Moisture. along
....
fences avid i ther,•;loca�tioats wheie-waste
accumulates and disturbance by animals is
minimal.
13
Maintain fence; rows and filter strips around
animal holdihig areasto minimize
accugiula#ions of wastes (i.e., fi sMet for and
remove or break up accumulated solids as l
Dry Manure Haradlin g
Systems
® Accumulations ®f animal wastes ®
needed),
Remove spillage on a routine basis (eg,, -,10
day interval during summer; 15-30 day interval
during winter) wherry manure is loaded for 'land
application or disposal.
J3
provide for adequate drainage around manure
stopkpiles.
®
Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles, and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of entomology, l3oK 7613, North Carola State•Universi
Raleigh, NC, 27695-7613. ty,
r
AMIC - November 11, 1996, page 2
I

Swine Farm Waste Management — Odor Control Checklist
INSTRUCTIONS FOR USE
Permit No.: 82-195
Date: 3/20/2020
Owner Signature: e4eAl..
® Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
s Check any/all the BMPs you will implement on this facility. Items checked/selected become a_requirement of the CAWMP.
® Items in bold or pre -selected are required.
® Add any site -specific details related to the selected BMPs
Include any other odor control measures not listed
o NOTE: Not all BMPs maybe cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices f
FARMSTEAD
s Swine Production ® Maintain vegetative or wooded buffers at or • Traps dust and gases, provides dilution
near property boundary and visual screening
® May require third party input/approval
0 Improper drainage ® Grade and landscape so water drains away • Reduce odors and vectors that occur
from facilities and prevent ponding with stagnant conditions
® Maintain farm access roads and prevent traffic • Prevents spillage during transport and
in waste application area tracking of waste onto public roads
❑ Other BMPs — please describe
MORTALITY MANAGEMENT
0 Carcass ® Dispose of mortality using method approved
Decomposition by.NCDA&CS State Veterinarian., Manage
According to CAWMP.(Mortality.Management
Checklist) and permit(s).
❑ Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
® Incomplete Incineration ❑ Use incinerators with secondary burners for
complete combustion.
❑ Other BMPs — please describe
• Required by statute and permit
• May require third party input/approval
• Reduce odors by complete incineration
Swine AMOC Page 1 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: 82-195
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN — WASTE HANDLING
* Flush tanks
❑ Install flush tank covers
♦ Odorous Gases
❑ Flush pits at least 4 times per day
s Partial microbial
® Empty pits at least once every 7 days
decomposition
❑ Underfloor flush with pit ventilation
s Agitation of wastes
❑ Install/extend fill lines to near bottom of
tanks with anti -siphon vents
❑ Install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
® Ammonia
® Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or
chemical additive
❑ Other BMPs — please describe
HOUSE / BARN — FLOOR AND INDOOR SURFACES
® Manure covered floors ❑ Scrape manure from alleys into pens daily
® Install fully slotted floor system
® Install waterers over slotted floor area
❑ Install feeders at high end of solid floors
♦ Odorous Gases ❑ Scrape manure buildup from floors and walls
❑ Keep floors dry
❑ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to
keep bedding dry
❑ Other BMPs — please describe
Swine AMOC
• Pit -flush systems
• Pit -flush systems
• Pit -recharge or "pull -plug" systems
• Monitor for any solids accumulation in pit
• Will move with other manure via pits
o Where applicable
• Aids in animal cleanliness
• Aids in animal cleanliness
• Solid floor/bedding systems
Page 2 of 6
APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: 82-195
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE / BARN —VENTILATION
♦ Dust ® Clean fans regularly —specify frequency
♦ Volatile/odorous gases ® -Efficient air movement
[� Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust
❑ Other BMPs — please describe
HOUSE / BARN — FEED
♦ Dust ❑ Installfeed covers
♦ Adsorbed Gases ® Keep. outdoor feed storage covered .except
When necessary to. -add/remove feed
❑ Minimize free-fall.heightlof:d.ry.feed
❑ Install feed delivery downspout extenders
to the feed covers
® Removespoiled/unusable feed on regular basis
❑ Feed pelletsinstead of dry. meal
❑ Use feed additives
♦ Ammonia ❑ Use feed -reduced crude protein diet
❑ Other BMPs - please describe
HOUSE / BARN — GENERAL
♦ Dust ® Install temperature and humidity sensors
♦ Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space
charge system
❑ Other BMPs — please describe
• Examples: biofilters, wet scrubbing, windbreaks
• May reduce ventilation rate depending on method
• Required by rule 15A NCAC 02D .1802
• May require third party input/approval
• May require third party input/approval
• May require third party input/approval
• Maintain relative humidity at 40 to 65%
• Can be used to treat exhaust air
Swine AMOC Page 3 of 6 APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: 82-195
Cause/Source BMP Option to (Minimize Odor Comments Site Specific Practices
LAGOON / WASTE STORAGE STRUCTURE
® Volatile Gases N Maintain proper lagoon volume
❑ Minimize free -fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon
liquid level
❑ Maintain proper surface area -to -volume ratio
❑ Use correct lagoon start-up procedures
❑ Aerate for odor control
N Manage sludge levels:based on annual sludge
survey, as required by permit:
® Keep.spilled feed.or foreign debris out of lagoon
to -prevent excess sludge.accumulation
❑ Install/use solids.separation system
❑ Use. proven biologica[or chemical additives
❑ Use permeable lagoon.covers (not a digester)
❑ Use impermeable lagoon cover or
anaerobic digester
❑ Other BMPs — please describe
LAND APPLICATION
o Odorous gases N Perform land application in accordance with
CAW (VIP
® Wind drift N Pump intake near lagoon surface
❑ Pump from second stage lagoon
❑ Follow good neighbor policy
❑ Operate.at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule, or permit
Swine AMOC
e Sufficient liquid volume/depth is required
for proper anaerobic treatment
a Use caution not to scour or damage lagoon liner
• Monitor for any increase in rate of solids accumulation
e Methane can be flared if not utilized
® Required by rule 15A NCAC 02D .1802
• Avoid application on known weekends,
special days, or holidays/eves if possible
Page 4of6
APPROVED — 7/25/2019

Swine Farm Waste Management — Odor Control Checklist
Permit No.: 82-195
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
® Apply during favorable wind conditions,
(especially for traveling guns or impact
sprinklers)
® When practical, apply waste on sunny days
rather than cool, overcast days
❑ When possible, apply waste mid -morning to
late -afternoon
❑ For traveling guns, use taper -ring or taper -bore
nozzles
❑ For traveling guns, use largest -available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low -drift nozzles
on center pivots and linear move systems.
❑ Use hose -drag system
❑ Use injection method for waste application
❑ Other BMPs — please describe
SLUDGE DISPOSAL
® Odorous gases ❑ Transport sludge in covered vehicles or tankers
❑ Apply in thin, uniform layers
❑ Incorporate land -applied sludge as soon as
practical afterapplication, and in accordance
with permit.
❑ Use injectionmethod for sludge application.
❑ Dewater sludge prior to application
❑ Use alternatives to land. application,;such as
compost, gasification, energy generation, etc.
❑ Other BMPs — please describe
• Recommend checking predicted average hourly
wind speed within 24 hours prior to
anticipated. start
• Allows for vertical dissipation of odor
• Allows for better vertical dissipation of odor
• Less odor and drift than ring nozzles
• Speeds drying and prevents ponding
• Required within 48 hours or prior to next rain event,
whichever is first, for conventionally tilled
bare soils
Swine AMOC Page 5 of 6 APPROVED — 7/25/2019

ADDITIONAL INFORMATION AVAILABLE FROM:
Air Management Practices Assessment Tool (AMPAT)
AHG-538-A Certification Training for. Animal Waste. Management Systems: Type A
EBAE 103-83 — Lagoon Design and Management for Livestock Manure Treatment and Storage
EBAE 128-88 — Swine Production Facility Manure Management:: Pit Recharge -Lagoon Treatment
EBAE 129-88—Swine Production Facility Manure'Management: Underfloor Flush -Lagoon Treatment
EBAE Fact Sheet — Calibration of Manure and Wastewater Application Equipment
EBAE Fact Sheet — Swine Production Farm Potential Odor Sources and Remedies
NC NRCS Standard 359 — Waste Treatment. Lagoon
NC NRCS Standard 380 —Wind break/Shelterbelt Establishment
NC NRCS Standard 422 — Hedgerow Planting
NC NRCS Standard 442- Sprinkler System
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107 1995 Conference. Proceedings
Options for Managing Odor: A Report from the Swine Odor Task Force
Swine AMOC Page 6 of 6
www.extension.lastate.edu/ampat/
NC Division of Water Resources
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.bae.ncsu.edu
www.nres.udsa.gov
www.nres.udsa.gov
www.nres.udsa.gov
www.nres.udsa.gov
Florida Cooperative Extension Service
NC State University
APPROVED — 7/25/2019

Version —November 26, 2018
mortality Ma�n:ag :ent:. :e od :
Indicate which method(s) will be implemented.
When selecting multiple methods indicate, a primary versus secondary option.
Methods other than those listed must Abe 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.1-06-403). The bottom. of the burial pit'should beat least one foot above the seasonal
high water table. Attach burial location map- and- plan.
ElLandfill at municipal solid waste facility permitted. by NC DEQ under GS 15A NCAC
13B .0200.
--- — ��% —•- — �e�in�a,�Ya�e�e :' ; _ iatt_#Jic sed u de .
® ® Complete incineration according to 02 NCAC 52C .0102.
® ® A composting system approved and permitted tiy�tiie 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.
® a In the: case of dead poultry -only,. placing in a.disposal pitof-a Size.add design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
® ® Any method.which, in the professional opinioniaf the State Veterinarian, would -make possible
the salvage of part of a dead animal's value without endarigering human or anima! 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
alsb,recommended for all -animal operations. This plan outlines farm -specific mortality Man-
agement.met hods to.be used for mass: mortality. .The NCDA&CS VeterinaryDivision.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 Veterinarian. as specified by the State
• Burial must bey 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).
• , fn the, event of!him inent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. f O6-399.4.
Signature of Farm Owner/Manager Date
eAg� ",141
3Jzs zoig
Signature of Techni=al Specialist Date

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
NS
----------------------------------------------------------
FO IND AT I ON PREPARATION-.
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, ;-oats; brush, bouldersr-a':.d and rubbish"
bbish"
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should ld be stripped and stockpiled for use on
the dike and pad areas. After stripping, t?'_?t= foundation area Of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing she first lift of Tall material to gat a good bond.
EXCAVATION AND EARTHF I L L PLACEMENT;
-----------------------------------
The -itp:Lt=d excavation and yart r
Precautions ? 7 '?' ke '? n!constructiont_. e:Je� s+ 7 v
ai'!ai_ �? taken during !3 ��+ prevent excessive
erosion and sedimentatirJn =
LINER: THE MINIMUM REQUIRED THICKNESS S114ALL BE 1.5 f t=
NOTE n LINERS (PARTIAL C►+=1 FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
Il`•;VcSTlt:ATi;:.!N F;_F'OF.? S;? INDICATES Or, WHEN L.1:S,S:JITA_LE Mr~;!"ER,.Ai_ IS
ENCOUNTERED DURING C!O i TRUCT I ON = F TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of 1:1;'M.ul'};cble material. ^_-T'.re C!'?fi6unt1:tredl they will be over -
excavated below finish nish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be r+a r_�:filled
perpendicular
as specified to grade with a SCS approved material (ie - CL,SC,CH)_
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

Iw..ET 2 OF 2
Soil liner- material shall ;ome from an approved ed borrow area. The
minimum Water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the
r it will form a ball which does not readily separate. Water
shall be added to borrow s r- necessary 'r o insure a proper moisture content's!'.
during placement of the €e liner. The moisture content of e liner
material shall C t._ less than optimum Water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and nrc,�r compaction. = Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum AST3'- b6?8 Dry Unit
Weight r f .F.h_ liner material_ {Whey , t- or- hard,
the previous lift
�•i _E the When smooth �. ![��. r'.1 g 1.....
shall be scarified and moistened as needed before placement -of the next
lift.
The
e mostsingmostmostimportant factor affecting the overall compacted perme-
ability of a. clay liner, other-" than the type of clay used for the
liner, is the efficient constructiDy.tt`.,3, processing o the compacted liner=
The sequence of equipment use and the routing .^,.';' equipment in an estab-
iishiesd pattern helps assure uniformity in the Whole placement and
compaction process. For most clay soils; a tamping or sh eersfoot
the 'i erab l e type of compaction equipment.
roller i a �t ice. preferable { r
The so"! i liner shall be protected from the discharge of t}'c?ste outlet
pipes. This can be done by using some tyre of energy dis sipa_or-(rock:s)
or using flexible outlets on waste pipes.
Alternatives to ___sil liners .are synthetic liners and bentonite sealant=
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH
---------------
A cutoff trench shall be constructed Winder the embankment area when
shown on a typical cross section in the plans" The final depth of the
cutoff trench shall he determined by observation of the foundation
m terials=
VEGETATION:
rill exposed embankment and other bare constructed tcted areas shall be see_fed
to the planned tirn-e of vegetation as soon as possible after- construc-
tion L.
'(:ion according to the seeding specifications. Topsoil
oJ,�3soil should be plod='`=
on areas of the dii••e, and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
its possible during the next period of approved seeding dates=
REMOVAL }L_ OF EXISTING TILE DRAINS
When tile (drains are encountered, the the will be removed to a minimum
of 10 feet beyond the outside tee of slope of the dike. The the
trend-: shall be back:fi.11ed and compacted with good material such as
SC, ti_L_ , or CH.

SEEDING SPECIFICATIONS
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4=0 TONS OF DOLOMITIC LIME 02 TONSIACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLABAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

U. S. DEPARTNEUT Of AGRICUITME NC-ENG-40
Soil Cersserv4tion S®rvice Rev. 7/91
6,eE6 szc,� ��s--�aDate: 9!%-3 gs
County: �AMPson
Address: -
LFNGIW ate'
1
` SIDE SLOPE •6 TO 1 /
dYE.. 709 ELEV.
dyAp
�► i' ®® M1D SECTt081
f
I \
� `�� -•� lebE. EaoT7D91 EkE7P. /�
t.Berm ? nd
(Sw tack for Vahm CataatadOM)
Use of facility:. AnrrAA,- WA T- 7A_rA-*KFtjT L6600n --
Capacity: 4 5 SF- -G 11ons =3 3 3DS Ft3
Soil e: 30.3 EAST
Bench Mark D�cripti oaf n AIL + R ID A Ic 7Q. E a L a C A T£ O ��
Bottom
Normal L,iguid Level
Storage for norztl Precip.
Maxi mum Liquid Level
25 yr. Storm Storage
Crest ESW
Max.Flow Depth
Freeboard
Top of Dana
ELev.
ELev. 9.3 -
`+)
—.
Ft-
ELev.
9. ?�
Elev.
Ft.
Ft.

S& rniPSon C
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width
Confinement Bldg.
5/, g �51.s
Pit
NOTE:
_',-IT
/` �"
" Pipe (Needs to be adequately
sp.ported)
Settled Top Elevation S�•o
Pipe Invert Elevation
49.3 �-
ioSS_3 •_�_ SS -5 '-� -
Treatment
Ii
Lagoon
II
l0
I•
Bottom Elevation 4-1.o
Depth
1
SS 3:
RIP -RAP, FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL WILL BE PLACED AT PIPE OUTLETS TO PREVENq
EROSION OF CLAY LINER

CH-Ver-1.44
US Department of Agriculture
Soil Conservation Service
PLANNED
DUANT I Tyr CALCULATIONSprepared for
in
5
SAMPSON County, North
Carolina
Des truer'
_ GL_Y'NN L.LI ►�7N
G�'t_'_ke`'
_
_s
Date
a 09 12/95
�
Date
job Number 774
tt 'd '
I:,.m-1�`-j•7�+'ph.�'n•+:+r��.�..a.}m.-`_i.��'Fi*r1
i• sf+ d.• Jr yf: Jr Jr J: W 1.• Jr J: Jr J
r�m�iy.m�rRi-+:'K:
Je Js J. J: S � ar '� • J: Jr Jr Jr Je �' � � Je Jr
A. n1Ts :•Fr-p; 4}in�el .;.m n--•rT it rf•^
J: j• � x h l cr,
A� 7'- �+LT•T�i �h
.5 � � � •• d' n rT-
mT
f4 n sw'n � _t n4 et
-
LAGOON EXCAVATION
: ** EXCAVATION
FILL
Bo t
Left Right
i1 i -CL
CL Dist i Area
Volume:`
Ar ei},
Volume
! 1 Widt
SS SS
(1 1 ) i
[
j
�5icy L( [ �+J (1qf— t)
5 Cu= I�/
d^r 1
1
1'.'!
(Sq)
• 1 u=Yds i
140
1
e
'
i
r
99 ;
_ _
a�j. 01 .» . 8 �
0.0
_
_. z 1 � n i
90.0 p
+ 1_} t_} r 1115.8
1
0.0
1
49 t
7982.3
0.0
3i.
10
3 u 1 — i• 1
90.0 t_ 1 ^•9V+
v— � 10.1. �� 6
i
0. tom'

OH-Ver-\.44
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
tQ 0 TEE co; 101-T- K Fo" 1-1 EOEKN! -ic—A
in
SAMPSON County., North Carolina
Designer
: 8LENN
CLIFTON
Checker
Date
: 09/12/95
Date
Job
Number 774
LAGOON EXCAVATION
VSK
LxmeA
| ** EXCAVATION
** |
** FILL **
Bot
Left
Right
Off-CL
| CL
Dist
Area
Volume |
Area Volume
Width
SS
SS
(ft)
| Sta
.
(ft)
| (SqFt)
.
(Cu.Yds). |
.
(SqFt) (Cu.Yds)
140
3:1
3:1
90.0
.
| 96+.5
.
| 1360.6
.
|
0.0
�
'
.
104
'
.
.
5297 0 '
.
040
�^40
3:1
3:1
90.0
| 2+00
1403.1
|
0.0
'
'
1O3
| �
1�542.2 |
0.O
140
3:1
3:1
90.0
| 3+03
| 1346.8
'
' .
0.0

US Department of Agriculture
Sail. Conservation Service
PLANNED
QUANTITY
CALCULATIONS
prepared for,
in
SAMPSON
ry e
North
Carolina
Designer
_ GL E;NN
CLII'"•}"l7!`••#
Checker
--
_
L�
D to
� i 9f j3jQG
itcite
+-
Job
Number
776 6 -
�e bb
T 1* el _ ri n �
c si,
� °it-. � nY a}v.
_ s�
!x +1�• +1 ^.'s 1s •l'
w �y w �
T h1 A; T ii +l-.
�: 'ni � � i. �, u: - .t- �, w J, � {
. . .?. 7. `i �F `H � T � �- .l.
t � y m J� w .t m
alC F. � � � 2 sa m l fis � � i,4 R �F �
3 2• •' .t ,t. .. y.
.s :{s �s � Fs } �Si
� ., w 4 �r a ,b N:
.T• rl � T %�k i;s el.'s �� T
44}}
PAD
_FILL
Top
Left
Right
O; -CL
i CL
list Area Volume
Area
Volume
Width
s
G
(it)
Sta
(it) (SqFt)
i_u='isy
(Sr_;F;-)
(sCu='F'ds)
160
4 =
e1 -
140.0
i 3 i 1 5
0.0 �
S45.6
__�_
E_ =0
7 142=C
e 0
4s 1
4= 1.
14 i I = { }
_• s.7 t ;
O _ :
767.4
_
.,
0.0
2485.3
1f :
4v 1
4•; 1
14=ti„0
-�-'',--%S�0
0_0 ;
749.0
140.0
-5+00
0.0
769
160
4:1
4 a 1
140.0
1 5+20
0.0
704.7
s
=eta
0=Ca
7359.4
160
4u 1
4 i 1
140.0
3
i 5070
�
0n i� '
Sig=E!

U.S. DEPARTMENT OF AGRICULTURE NC -•BEN -1 2
Soil Conservation Service Rev. 6/82
EARTHWORK COMPUTATION SHEET
SETTLED
TOP DIKE
ELEVATION
51.0
TYPE EARTi-+WCRKg
X Dike
_ n 1_ SS
_ 12' _ rod, z
Ex a : ____,
Pad
STATION
E L EV _
FILL
END AREA
S ti. miF
DISTANCE
DOUBLE
GROU;; D
HEIGHT
!Sq. Ft.)
END AREAS
(feet)
VOLUME
-----------------------------------------------------------------------
0
51.0
0.0
0.00
10
48.5
2.5
49= 7-
48 _ 75
1 i-} , 0i_}
488
86
=; ? . 8
1.2
18.72
67.47
46.00
3104
t73
312
49=3
1.7
29=07
44=07
100=00
4407
338
49.1
1.9
33.63
62.70
26.00
1630
484
47.0
4.0
96.00
147.48
100.00
14748
550
46.4
4=6
118=68
214=68
66.00
14169
,e_}
ga.00
214=69
26=00
5582
676
46.4
4.6
118.68
214.68
1 0,_. = 00
2146B
776
^'.�t�=�.
4.6
118=68
�'`7=6
s
100.00
_. , 23736
._
46.3
1. Double Volume of Fill --
2. Volume of fill (line 1/27)
_= Allowance for settiemr--nt(5 ) _
4. Total Cubic ;rays t2 -I- Y j }
Computed by�
Date n OV/ 1 _; 95
Checked by:
-----------------------
tin6=I0i! 102930
51464=9 Cu. Ft.
2001.4

ra TOTAL DESIGNED VOLUME
I ME
inside
top
length (fe•I,---------------------
- -
insidetop
width _-..-..__-....__.....-_.-.-_.._...._-_.. -. _..
209.6
51.0
ofitom
Bottom
_ lagoon
L
elevation (feet) ____-_-___._
y?_ 5
Freeboard
(feet)
-----------------------------
0.0
Side slopes
pes
(inside lagoon) ------------------
_ _0 a �
Total design volume !i`+s'.ng prismoidal formula
S` /S I LENGTH LC:�` WI
DTH
SS/END! E,t;�?_,!.S. SS: "�It j_.+ ,=z'.71 S i.DEs i ,DE2 ,
209.6
AREA OF TOP
LENGTH ,.t WIDTH
249.6 209.6 52316 AREA OF TOP)
AREA OF BOTTOM
,cA WIDTH
DEPTH
11.5
iilR:1.I-. OF
MIDSECTION
LENGTH
WIDTH r 4
A
OF MIDSECTION 3 4)
215.1 1
CU. FT.
=AREA TOP r
(4*A REA MIDSECTION)
r AREA BOTTOM] DEPTH/6
Total Designed Volume Available - 437699 CV. FT.
44.37 6 `3 9 C u FT
-7� 769g Gv F7
a-1 Cv'PT /cv YD
..879 cu. Yids.

TOTAL DESIGNED VOLUME
'------•--•------- 240.0
inside top length
inside top width (feet) _...---- _.------.__-. _..--_.- 200.0
Top of dike elevation (feet)_ s1=S_}
Bottom o lagoon elevation( -feet)--------_.---- 41=0
Freeboard (feet) -----_...--------._-_........---_ - 0.0
Side slopes (inside }•�::nnnr }____3.0
� 1
_{
t
Total s �"r _c design volume using pr7-!j!L i[�c.= formula
SS/END1 =S: END2 SS/SIDE1 :_,SrSIDE2 LENGTH WIDTH DEPTH
AREA OF TOP
LENGTH, * . W I DTH =
AREA OF BOTTOM
LENGTH * WIDTH
i'y.{rj°000 (AREA %:_.= TOP)
25200 (AREA OF BOTTOM)
AREA OF
MIDSECTION
STH
WIDTH
210
}:,
170.
142800 (AREA
O MIDSECTION :% 4 )
_ , FT.
- [AREA TOP -,
W ; `;R EA MIDSECTION)
+ AREA BOTTOM] OM ] EPTi- /6
48000.0
j 4f 80t„7=l3
25200.0 s = r
Total Designed volume ume
Available - 360000 CU, FT.

AVERAGE GROUND
VARIABLE
SANDY MATERIAL
NO CLAY
1.5 FEET THICI
CLAY LINER
SANDY CLAY -CLAY
ADDITIONAL'EXCAVATION DUE TO LINER:
TYPICAL CROSS: -SECTION OF
LAGOON CONSTRUCTION WITH
•PARTIAL• •CLAY LINER
1.5 W-T THICK CLAY LINER
(MINIMUM)
FILL
AVERAGE GROUND
EXCAVATE THIS AREA AND
�9ACKFILL WITH CLAY
EXCAVATE
m
VARIABLE SANDY MATERIAL
NO CLAY
.5 FEET -THICK
CLAY LINER
SANDY CLAY -CLAY
AVERAGE DEPTH TO CLAY X 1.5 FEET THICK X DISTANCE = ^- CUBIC FEET .= 7=S7S CUBIC YARDS
27 CUBIC FEET/CIJDIC YARDS
NOTE: WHEN AREAS OF UNSUITABLE MATERIAL ARE ENCOUNTERED, THEY WILL NEED TO BE EXCAVATED A MINIMUM OF 1.5
FEET BELOW GRADE, BACKFILLED AND COMPACTED WITH A SCS APPROVED MATERIAL'(SC, CL, CH).

NAME. G iEG STEPHENS
COUNY: SAMPSON
;:SI—fOPERATION: EXISTING 2940 FEED —FINISH
E�EXPANSION14 0 FEED —FINISH
.. _. TOTAL 4410 FEED7FINISH
r,..^`- IRE VOLUME ME 3 _i `- 9 3 — C U FT
TOTAL rer_-����.riLD �;��LI:� — —
TOTAL . A!_ DESIGN VOLUME iE AVAILABLE —
ESTIMATED;
ATEDa
it'Sy OF LAGOON
OO 983 Cf i
v � . � � �-`! E—...f"I~. � V L ii� EXCAVATION � t � •? _ — YDS
VOLUME OF EXCAVATION FOR CLAY —f.i3•=R 2559 ...0 i_rS
VOLUME OF PAD FILL 7359 —._
YDS
VOLUME ME OF DAM 1906 CU 'DS
CUT — FILL RATIO 1.14 0.
TOTAL VOLUME li jf- OF CLAD` NEEDED 287B CU Y DS
TO LINE LAGOON --------
ENTIRE LAGOON SIDE SLOPES & BOTTOM WILL BE
:DVERE,s CAVATE D 1. L FEET AND $ACKF I L: ED WITH COMPACTED
.tom (SANDY DY CLAY) MATERIAL FROM BORROW AREA SHOWN ON MAP
TOP OF DAM ELEVATION 51.0
PIPE INVERT ELEVATION 49.
BOTTOM ELEVATION 41.0
BEGIN PAD ELEVATION 51.5
END PAD ELEVATION 51.9

SHEET - OF s
OPERATION AND MAINTENANCE PLAN
------------------------------
i This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storAge= The time required !ired for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, ;weather, flushing operations; and the amounts_
of fresh water added to the system.
Tt_ a_.-_ is 18 i days storage ;fir
The designed =cffti i� irar�`torci storage consists i..� of _ dci. _
1
3.) waste from animals and (.�.) _n:;r-c?Ss t:ait!fri.il after evs.':pCirar_io!-[. Also
included .r-•%d is storage for the 2 year - 24 hour storm for the location=
The :.iiii!.i:Te of }wash' generated from a given number of animal=t will be
-fairly constant throughout the year and from year to year, but excess
rainfall will "wary/ from year to year. The 5 ear raini•=ll will not
be a factor to consider in an annual pumping ping cycle -but this storage
volume tTtt_!'st always be available.
.. maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
buildings). If the outlet pipe is not installed at the elevation to
begin pumping a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, _-op, and equipment in order to apply waste without
runofforleaching =
Land application of waster !cater is recognized as an acceptable
method of disposal. Methods of application include solid set.
center }:pivot, guns, and traveling gun irrigation. Care `_'"should be
taken when applying waste to prevent damage to crops.
The oflowing items are toy be married Out:
i= It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odor s _ Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste ( see attachment)
before land application=
= Begin temporary storage pump -out Of the lagoon when fluid i'r"•.vel
reaches the elevation ='%t';:.' as marked by permanent marker. Stop pump -
out when the 'f l uid level reaches elevation 47.3 s This temporary
=•F•or-=.gee less ♦ 5 :Fr- 24. hr =rtorlm5 contains 76463 cubic feet or
571942 gallons.

SHEET 2 OF
4 G The recommended maximum amount to aPP I ' per irrigation i
.one (1 ) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
+ Keep vegetation e embankment adjacent to the
e cc Gfl the c�f1Gi c1m'�c:.�
agoon mowed a nL. al l = Vegetation should be fertilized as needed
to maintain a vigorous stand.
L e RepaiT any eroded areas or areas damaged by rodents and
establish in vegetation
7. A!! surface: runoff is to he diverted from the lagoon to stable
outlets =
8. Keep a minimum of .:5 feet of grass 'arerei:.cated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not he applied in i open ditches = Do not pump within 200 feet of a
residence or within I00 feet of a well. Waste shall be applied in l
manner not to reach `their property and public right-of-ways.
9, The Clean Water Act of 1977 prohibits ibits the dAci#arge of
pollutants into waters or the United 8 ates= the Department o
r -
Environment, Health, has
Natural Resources, Division of Environ-
mental Management- has he responsibility or enforcing this law.

M ,
top of box=143.125
p -= 141.93
ipc
top of box=142.92
p,,p(,)=l 41 M
top of box=143.09
pipo=141-95
top of box=143.66
JA� r pfpe=142.07
tank
,ground elv. 143.26
top of box=143.75
pipe= 142.54
top of box='143.45
pipe=142.26

M
Alcrete Industries Inc.
620 Mildred Thomas Ct
A L C R E T E
Jacksonville, NC 28541
Ph. [phone]
a PLAN VIEW
a z SCr,Le Nrs
M
O
33.000L85
i-
l
• o
33,000LHS � r
O
a�
: 33,000LBS
� _ O
134,000L65
2'
s ELEVATION VIEW
az SCn, c- M-S
Barefoot Farms
10' x 14' Tank
Montauk
Quote No.: 23-3850
Date: September 27, 2023 P_2
INDUSTRIES

`SEE NOTES ON SHEET N-1 FOR CORRESPONDING STRUCTURE NOTES
1-Ou
------4'-011
Alcrete Industries Inc. Barefoot Farms Contractor: Montauk
620 Jacksonville, 'INC 28541 4- x 4' Solid Wall Riser - Quote No.: 23-3850
Ph. [phone] Date: September 25, 2
P-1

SOLID WALL BOXES:
1. SOLID WALL BOX DESIGN SPECIFICATIONS CONFORM TO LATEST
ASTM C913 SPECIFICATIONS FOR "PRECAST CONCRETE WATER
AND WASTEWATER STRUCTURES' & NCDOT 840A5 & 840AG
STANDARDS.
2. CONCRETE COMPRESSIVE STRENGTH 4.000 PSI MINIMUM AT 28
DAYS.
3. STEEL REINFORCING CONFORMS TO REQUIREMENTS OF ASTM C890
SPECIFICATIONS FOR STRUCTURAL DESIGN LOADING FOR WATER
AND WASTEWATER STRUCTURES AND UTILIZES GRADE 60 REBAR
CONFORMING TO REQUIREMENTS OF ASTM A615 OR W WR
CONFORMING TO REQUIREMENTS OF ASTM A185 OR BOTH.
4. DESIGNED FOR H-2044 LOADING.
S. PIPE PENETRATION TO BE AS PER JOB REQUIREMENTS. PIPE TO BE
INSTALLED BY CONTRACTOR AS PER NCDOT REQUIREMENTS FOR
MORTAR JOINT CONNECTIONS.
6. JOINTS TO BE SEALED WITH BUTYL RUBBER JOINT SEALANT
CONFORMING TO REQUIREMENTS OF ASTM C990, OR MORTAR AS
PER NCDOT REQUIREMENTS, OR BOTH.
KNOCK OUT BOXES:
1. KNOCKOUT BOX DESIGN SPECIFICATIONS CONFORM TO LATEST
ASTM C913 SPECIFICATIONS FOR'PRECAST CONCRETE WATER
AND WASTEWATER STRUCTURES' & NCDOT 840 45 STANDARDS.
2. CONCRETE COMPRESSIVE STRENGTH 4,000 PSI MINIMUM AT 28
DAYS.
3. STEEL REINFORCING CONFORMS TO REQUIREMENTS OF ASTM C890
SPECIFICATIONS FOR STRUCTURAL DESIGN LOADING FOR WATER
AND WASTEWATER STRUCTURES AND UTILIZES GRADE 60 REBAR
CONFORMING TO REQUIREMENTS OF ASTM A615 OR W WR
CONFORMING TO REQUIREMENTS OF ASTM A185 OR BOTH.
4. DESIGNED FOR H-2044 LOADING.
S. PIPE PENETRATION TO BE AS PER JOB REQUIREMENTS. PIPE TO BE
INSTALLED BY CONTRACTOR AS PER NCDOT REQUIREMENTS FOR
MORTAR JOINT CONNECTIONS.
S. JOINTS TO BE SEALED WITH BUTYL RUBBER JOINT SEALANT
CONFORMING TO REQUIREMENTS OF ASTM C990. OR MORTAR AS
PER NCDOT REQUIREMENTS, OR BOTH.
MANHOLES & PUMP STATIONS:
1. MANHOLES MANUFACTURED BY ALCRETE ARE DESIGN
TO COMFORM TO THE LATEST SPECIFICATIONS OF ASTM C478,
"PRECAST REINFORCED CONCRETE MANHOLE SECTIONS'.
2. MANHOLES SUPPLIED TO NCDOT PROJECTS CONFORM TO NCDOT
ROADWAY STANDARD 840.52 AND ANY ADDITIONAL NCDOT
REQUIREMENTS OR SPECIFICATIONS.
3. STEEL REINFORCING CONFORMS TO ASTM C478.
-GRADE 60 REBARS CONFORM TO ASTM A615.
-WELDED WIRE FABRIC CONFORM TO ASTM Al064.
-DRAWN WIRE CONFORMS TO A82.
4. MANHOLE DESIGNED TO WITHSTAND H•20 LOADINC,
5. STEPS ARE STEEL REINFORCED COPOLYMER POLY -PROPYLENE
AND MEET ASTM C478 & NCDOT STANDARD 840.66 REQUIREMENTS.
6. JOINTS SEALED WITH PREFORMED BUTYL RUBBER SEALANT PER
ASTM C990_
GREASE TRAPS:
1. INTERCEPTOR DESIGN SPECIFICATIONS CONFORM TO LATEST
ASTM C913 SPECIFICATIONS FOR'PRECAST CONCRETE WATER
AND WASTEWATER STRUCTURES'.
2 CONCRETE COMPRESSIVE STRENGTH 4,000 PSI MINIMUM AT 28
DAYS.
3. STEEL REINFORCING CONFORMS TO REQUIREMENTS OF ASTM
C890 SPECIFICATIONS FOR STRUCTURAL DESIGN LOADING FOR
WATER AND WASTEWATER STRUCTURES AND UTILIZES GRADE
60 #4 REBAR CONFORMING TO REQUIREMENTS OF ASTM A615
OR W WF CONFORMING TO REQUIREMENTS OF ASTM Al 064 OR
BOTH.
4. DESIGNED FOR H-2044 LOADING.
S. PIPE PENETRATION & JOINT CONNECTIONS TO BE AS PER JOB
REQUIREMENTS. PIPE TO BE INSTALLED BY CONTRACTOR AS
JOB REQUIREMENTS FOR PIPE CONNECTIONS.
METER VAULTS:
1. VAULT DESIGN SPECIFICATIONS CONFORM TO LATEST ASTM
C913 SPECIFICATIONS FOR'PRECAST CONCRETE WATER AND
WASTEWATER STRUCTURES'.
2 CONCRETE COMPRESSIVE STRENGTH 4,000 PSI MINIMUM AT 28
DAYS.
3. STEEL REINFORCING CONFORMS TO REQUIREMENTS OFASTM
C890 SPECIFICATIONS FOR STRUCTURAL DESIGN LOADING FOR
WATER AND WASTEWATER STRUCTURES AND UTILIZES GRADE
60 RE13AR CONFORMING TO REQUIREMENTS OF ASTM AS15 OR
W WF CONFORMING TO REQUIREMENTS OF ASTM A1064 OR BOTH_
4. CONCRETE DESIGNED FOR H-20-44 LOADING.
5. PIPE PENETRATION & JOINT CONNECTIONS TO BE AS PER JOB
REQUIREMENTS. PIPE TO BE INSTALLED BY CONTRACTOR AS
PER REQUIREMENTS FOR SPECIFIED CONNECTIONS.
6. JOINTS TO BE SEALED WITH NON SHRINK GROUT.
PUMP TANKS:
1. PUMP TANK DESIGN CONFORMS TO LATEST ASTM C1227
SPECIFICATIONS FOR "PRECAST CONCRETE SEPTIC TANKS' AND
MEETS REQUIREMENTS OF NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL HEALTH, ONSITE WASTE WATER DIVISION.
2 CONCRETE COMPRESSIVE STRENGTH 4,000 PSI MINIMUM AT 28
DAYS.
3. STEEL REINFORCING CONFORMS TO REQUIREMENTS OF ASTM
C890 SPECIFICATIONS FOR STRUCTURAL DESIGN LOADING FOR
WATER AND WASTEWATER STRUCTURES AND UTILIZES GRADE
60 REBAR CONFORMING TO REQUIREMENTS OF ASTM A615 OR
W W R CONFORMING TO REQUIREMENTS OF ASTM A1064 OR
BOTH.
4. DESIGNED FOR H-2044 LOADING.
S. PIPE PENETRATION TO BE AS PER JOB REQUIREMENTS. PIPE TO
BE INSTALLED BY CONTRACTOR AND INSTALLED PER NORTH
CAROLINA DEPARTMENT OF ENVIRONMENTAL HEALTH, ONSITE
WASTE WATER DIVISION STANDARDS.
6. JOINTS TO BE SEALED WITH BUTYL RUBBER JOINT SEALANT.
BOX CULVERTS:
1. INTERCEPTOR DESIGN SPECIFICATIONS CONFORM TO LATEST
ASTM C1786 SPECIFICATIONS FOR PRECAST CONCRETE.
2. CONCRETE COMPRESSIVE STRENGTH 4,0W PSI MINIMUM AT 28
DAYS.
3. STEEL REINFORCING CONFORMS TO REQUIREMENTS OF ASTM
C890 SPECIFICATIONS FOR STRUCTURAL DESIGN LOADING FOR
WATER AND WASTEWATER STRUCTURES AND UTILIZES GRADE 60
REBAR CONFORMINGTO REQUIREMENTS OF ASTM A615 OR W WR
CONFORMING TO REQUIREMENTS OF ASTM A185 OR BOTH.
4. DESIGNED FOR 1-I-2D44 LOADING.
5. PIPE PENETRATION TO BEAS PERJOB REQUIREMENTS. PIPE TO
BE INSTALLED BY CONTRACTOR AS PER NCDOT REQUIREMENTS
FOR MORTAR JOINT CONNECTIONS.
6. JOINTS TO BE SEALED WITH BUTYL RUBBER JOINT SEALANT
CONFORMING TO REQUIREMENTS OF ASTM C990, OR MORTAR AS
PER NCDOT REQUIREMENTS, OR BOTH.
HEADWALLS PARALLEL ENDS & CROSS PIPE ENDS:
1. CONCRETE COMPRESSIVE STRENGTH 4.000 PSI MINIMUM AT28
DAYS.
2. STEEL REINFORCING CONFORMS TO REQUIREMENTS OF ASTM
C890 SPECIFICATIONS FOR STRUCTURAL DESIGN LOADING FOR
WATER AND WASTEWATER STRUCTURES AND UTILIZES GRADE 60
REBAR CONFORMING TO REQUIREMENTS OF ASTM A615 OR WWR
CONFORMING TO REQUIREMENTS OF ASTM A185 OR BOTH.
3. DESIGNED FOR H-2044 LOADING.
Note: Submittal drawings are based on corresponding quote. Quantities, pricing, & weight are listed in quote. Submittal drawings are representative & not to scale, therefore, some items may vary in
design. Accessory items such as coatings, castings, boots, etc. may not be shown in drawings. PE stamped drawings & design calculations will be billed separate if required.
Alcrete Industries Inc.
620 Mildred Thomas Ct
Jacksonville, NC 28541
Ph. (910) 455-7D40
Barefoot Farms
General Notes
ntraCtor: Montauk
ote No.: 23-3850
te: September 25, 2
N-1