820284_CORRESPONDENCE_20171231

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
1-1
DETERMINING PHASE
CODE
I1
AW N
PER
ACRES
AW N
9038
2
GoA
20
700.0
PER AC
AC
USED
-----
or
1.79 166.36
-------
9038
GOA
APPLY
1
RESID.
APPLIC
1-2
METH
1100
N
1.79 179
TIME
9038
1
GoA
CO �
700.0
84
0
2.87
241.08
I
184
13.26 1273.84
APR -AUG
9038
1100
1-1
1GoA
I IA
I1
10
12.87 1287
9038
2
GoA
20
700.0
84
0
I
1.79 166.36
APR -AUG
9038
GOA
WA
1
0
1-2
I I
1100
1.79 179
_9038
3
NoA
CO
700
0
I
184
13.26 1273.84
APR -AUG
9038
NoA
WA
1
0
326
1-3
1
I I
1100
13.26 1
9038
4
GoA
CO
700.0
84
0
1
li
15.59 1469.56
APR -AUG
9038
Y4
GOA
1
0
1559
IWA
I
1100
15.59
9039
1
CO
700
0
INOA
li
184
I
19.3 1781.2
APR -AUG
9039
NoA.
1
0
1930
1-1
IWA
I
1100
19.3
9041
1
NoA
CO
700
0
691.32
I
184
1
18.23
APR -AUG
9041
NoA
1
0
1823
1-1
JWA
I
1100
18.23
9038
5
GoA
BC
5.5
0
I
127-5
18.7 123-92.5
MAR -OCT
9038
-S
SG
1
0
1435
I
[GoA
I
150
18.7
Page:
3

ANIMAL WASTE UTILIZATION PLAN
TABLE l: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
10
12.87
DETERMINING PHASE
CODE
700.0
AW N
PER
ACRES
AW N
I
I
1.79
PER AC
AC
1
USED
0
-----
1100
or
1.79
-------
CO
700
APPLY
RESID.
I
APPLTC
13.26
1273.84
APR -AUG
METH
1
100
N
TIME
9038
1
GoA
CO
700.0
84
0
2.87
241.08
0
I
I
15.59
APR -AUG
9038
9038
9038
9038
9038
9038
9039
9039
9041
9041
9038
9038
-I �GoA
2 GOA
-2 GoA
3 INoA
-3 NoA
4 GOA
-4 GoA
1 NoA
_1 NoA
1 NoA
-1 NoA
5 GoA
1-5 jGoA ISG 1 50 0 16.7 435
I
Page: 3
1
IA
I
1100
10
12.87
1287
CO
700.0
84
Q
I
I
1.79
166.36
APR -AUG
WA
1
0
I
1100
1.79
179
CO
700
0
I
I
184
13.26
1273.84
APR -AUG
WA
1
100
0
326
I
1
13.26
CO
700.0
84
0
T
I
15.59
1469.56
APR -AUG
WA
1
100
0
-.59
I
I
Is
15-99
CO
700
0
I
184-
19.3
1781.2
APR -AUG
WA
1
d
9.3
I
1100
1930
CO
700
0
I
184
18-.23
16.91.32
APR -AUG
WA
1
0
I
1100
18-.23
1823
BC
5.5
0
8.7
?
1275-
12392.5
MAR -OCT
1-5 jGoA ISG 1 50 0 16.7 435
I
Page: 3

ANIMAL, WASTE UTILIZATION PLAN
9040
1
NoA
CO
700
84
0
5.68
477.1.2
I
APR -AUC
9444
�l
NoA
WA
1
0
5.68
568
I
11-00
9040
2
SA
I
110
0
932.8
jGoA
I
18.48
9040
-2
GoA
WA
1
104
Q
8.48
848
z
9042
1
CO
700
84
Q
13.94
1170.96
jNoA
I
APR -AUG
9042
WA
1
0
1-1
jNoA
I
1100
113.9411394
9042
2
CO
450
0
8.7
469.8
IRa.
Ii
I
154
APR -AUC
9042
WA
1
0
870
1-2
IRa
I
1100
18.7
3488
1
NoA
CO
700
0
I
184
115.6411313.7(
APR -AUC
3488
1
a
1-1
jNoA
IWA
I
1100
115.6411564
3488
2
CO
220.92
IG—oA
I
1700.0184
10-
12.63
IAPR-AU(
3488
___TI
2
GoA
WA
1
100
0
12.63
1263
END
IT
TOTALI18447.
Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
r•lfY.I'4: 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
Page: 4

PIP
ANIMAL WASTE UTILIZATION PLAN
nutrient management plan that addresses all nutrients. This plan
only addresses nitrogen.
Page. 5

PFANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land_
See required specification 2.)
TRACT
FXELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
------
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
A
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
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 maturity, 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 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 butes during the season, depending on
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.
Page: 6

Animal Waste Management Pian Certification
Please tvne or mint all information that does not reauire a signature
Genera! Information:
Name of Farm:
Facility No: 82 -- 264-
84Owner(s)
Owner(s)Name: G etj UJIE- T-
_
Phone No _91 o - 54v?- 5319
Mailing Address: 6733 NEW oiJ
GRoora Hwy NCwT-P^/ CCr��uE
ISG X8-3
Farm Location:
County Farm is located in:
SAMPsvr4
Latitude and Longitude: :Wl3+ oo" 11;� �4� b Integrator: TA6E FARM 7.rv�c.
Please attach a copy of a county roadmap with location identified and describe below (Be specific: road
names, directions, milepost, etc.): 44. Mt1.FS W n r of NQV
ToN
14wy l3 �rJ E+rD�RtaLE
�?OAD.
OU 1 5 09.3
Operation Description:
FAYtw q c- . 4
Type of Swine No. of Animals
Type of Poultry No. of Animals
Type coeaqle) No; of Animals
a Wean to Feeder
❑ Layer
❑ Dairy
Feeder to Finish 4030
❑ Pullets
❑ Beef
❑ Farrow to Wean
* Farrow to Feeder
❑ Farrow to Finish
Other Type of livestock:
Number of Animals:
❑ Gilts
❑ Boars
.J
Acreage Available for Application: 92. Required Acreage: 71 • 1
Number of Lagoons 1 Storage Ponds : 3 Total Capacity. 1, 5Z9 j65(, Cubic Feet (0)
Are subsurface drains present on the farm: (5� or NO (please circle one)
If YES: are subsurface drains present in the area of the LAGOON o4aRAY FIEL lease circle one)
************************************************************************************
Owner / Manager Agreement
I (we)- verify that all the above information is correct and will be updated upon changing. I (we) understand the operation
and maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. 1 (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of
animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25 -year, 24-hour storm and there must not be run-off from the
application of animal waste. I (we) understand that run-off of pollutants from lounging and heavy use areas. must be
minimized using. technical standards developed by the Natural Resources Conservation Service. The approved plan will be
filed at the farm and at the office of the local Soil and Water Conservation District. I (we) know that any modification
must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
implementation. A change in land ownership requires written notification to DEM or a new eertifiration (if the approved
pian is changed) within 60 days of a title transfer.
Name of Land Owner:
Signature:_
Name of Manager(if different from owner):
Signature:
AWC -- August 1, 1997
Date: S
Date:

Technical Specialist Certification
L As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005, 1 certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management
(DEM) as specified in 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (MRCS) and/or the
North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 211.0217 and 15A NCAC 6F .0001-
:0005. The following elements are included in the plan as applicable. While each category designates a technical specialist
who may sign each certification (SD, Sl, WUP, RC, 1), the technical specialist should only certify parts for which they are
technically competent.
II. Cedtftcation of Design
A) Collection Storage, Treatment S stem
Check the -appropriate box
❑ Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
2( New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such
have been designed to meet or exceed the minirnmo
Name of Technical Specialist (Please Print);
Address (Agency):
Signature:
limited to collection systems, lagoons and ponds,
W specifications.
Completed: a f 9(9R
Phone No.: 91a-z9X-11-14—
P, t17
P
B) Land Application Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print):_ Q, 6 LE N a CL I F 7o d
Affiliation �_CS-rA&F. FAarNs =Nc _ Date Work Completed:
Address (Agency): P. 0. $ox 439 tl-,w iA NG 283.29 Phone No.:411)r%Z-5711
Signature:_ _A adfg ��4.[ � _ Date: (,'I os 98
C) Runoff Controls from Exterior Lots
Check the appropriate box
Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
❑ _Facility with exterior lo (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print)LOJ4 CLiFre4
Affiliation Pi2E'STt 'Fp R mss._ _Date Work Completed:
Address (Agency): P.D. &x_.,.4 Si CL14 ib#4 AVL .ZS 32 Phone No.. 91D-592 _- S h 1
AWC -- August 1, 1997

D). ARRlication and Handling Equipment
Check the appropriate box
Exisdne or a Odin¢ facility with existing waste DiMlicafion tguinment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
} accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading ratgs, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
0 New, gXpanded. or existing facility without existing waste aanlication equipment for t' L�rr gation. (1)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed eith& the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
Q N&w. =anded. Qr existing facilitLmithout a]&fisting waste application QuiMent for land s=adiLle not using
irrigation, (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified l+draulir nutrient loading rates; a schedule for timing of
applications has been established; required t `+t c med; calibration and adjustment guidance are
contained as part of the plan). fi ..�••«•.,;.
Name of Technical Specialist (Please Print�q��l�i-t.Bdi"r, c�6F
Affiliation. Pl�oyTn NoAm n SEAL tatetWork Completed: I Isigg
7z2i3
Address (Agency): ?Q. C2.x toga, Phone No.: 9re-z9(_-ivin
"It'sII1110'b
E) Odor Control Insect Control Mortality Mann ement and Emergengy EmergencyAction Plan SD
SI. WUP. RC or D
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect
Control Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and
insects have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): ea. ial.EN M CW Ptod
Affiliationt�RE57A6E FARMS �• Date Work Completed: Sill 197
Address (Agency): P.O. &6 439 C!.1NToMl RC_ .79529 Phone No.: 91b- —5711
Signature: A. 111'0 f&.. Date: Q05J9B
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June 21, 19%, when was it constructed or last
expanded
I (we) certify that I (we) have attempted tccontact by certified mail all adjoining property owners and all property owners
who own property located across a public road, street, or highway from this new or expanding swine farm. The notice was
in compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified is
attached,
Name of Land Owner:
Signature: Date:
_J Name of Manager (if different from owner);
Signature: Date-
AWC -- August 1, I997 3

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n

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
D E N R
July 13, 1998L jt EC
+ --
MEMORANDUM
To: Fayetteville Regional Water Quality Supervisor 1998
Gj� rr it [E- T Elh l!
From: JR Josh', Soil Scientist E r kD-
Non-Discharge Permitting Unit
Subject: Permits Application for an expanded facility (Facility #: 82-284)
Attached is a copy of the General Permit for Liquid Animal Waste Operations application
package for an expanded facility. This information is being provided so you may review the
packages prior to permit issuance. Please provide your comments byAugust 3.1998.. If no
comments are received by that date, we will assume that there are no objections, and permit
issuance will proceed.
If you have any questions, please contact me at [phone] ext. 363, or
jr_joshi@h2o. enr. state.nc.us.

Prestage Farms, Inc.
July 6, 1998
P,EGElVcD
Mr. J.R. Joshi jut
Non -Discharge Permitting Section
Division of Water Quality
P.O. Box 29535 N�;� �S"rge Pear"ttu g
Raleigh, North Carolina 27626-0535
ECF1VZ 0
RE: Application by Gene West for expansion of swine farm + 199
Dear Mr. Joshi:
I am responding to your inquiry regarding Gene West's eligibility for a permit to allow
expansion of his swine farm.
House Bill 515 states that the moratorium established by the law does not prohibit
"construction or expansion, if the person undertaking the construction or expansion of
the swine farm, lagoon, or animal waste management system has, prior to 1 March 1997,
either: (b) entered into a bona fide written contract for the construction or expansion of
the swine farm, lagoon, or animal waste management system; (c) been approved for a
loan or line of credit to finance construction or expansion of the swine farms, lagoon, or
animal waste management system and has obligated or expended funds derived from the
loan or line of credit" (HB 515, Part I, Section 1. 1, Subsection (b) Subdivision (6) b. and
C.)
Mr. West did enter a contract to produce swine for Prestage Farms prior to March 1,
1997. This production contract did necessitate expansion of his current swine farm. In
addition, Mr. West did enter a constriction contract with Hog Slat for expansion of his
swine farm prior to March 1, 1997. According to Mr. West, he also received a verbal
approval for a loan from Cape Fear Farm Credit of Clinton prior to March 1, 1997 for
farm construction and proceeded with site preparation for the expansion.
It is my understanding that Mr. West has forwarded copies of his contracts to your office
for consideration in establishing his eligibility for an exemption Should you need any
further information, please do not hesitate to contact me.
Sincerely,
G. Glenn Clifton
Technical Specialist
copy: G. West
HIGHWAY 421 SOUTH • P. O. BOX 438 • CLINTON, N. C. 28329-04W • PHONE [phone]

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the
Animal Waste Management Plan (AWMP) certification form, Part II, must be included
with this application prior to the application being accepted as complete.
Application Date:_(211-719,1
I. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
A2piicants Initials
1. One completed and signed original and two copies of the application for General Permit -
Animal Waste Operations;
2. 'Three copies of a general Iocation map indicating the location of the animal waste facilities and"
field locations wbere animal waste is disposed;-
3.
isposed;
3. Three copies of pages 1-3 of the Animal Waste Management Pian (AWMP) Certification Form,
including Part II (Certification of Design Items A -F). If the facility does not have Part U of the
AWMP completed, it must be completed prior to submittal of a general permit application for
animal waste operations. _
4. 'Three copies of the Animal Waste Management Plan (AWMP) used for facility design.dkii
II. GENERAL INFORMATION:
1. Farm's named GS R FAR M 5
2. Print Land Owner's name: &we WEST
3. Mailing address: 7 Torl6ADVE v+i
City: IYE uJTo�l G R okfEState: _ �Vc— 7{ip: Z 8 3rvG
Telephone Number. ( 9 10 ) x'6-7 , 531c
4. County where farm is locatgd:
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): 4.0 mi L E5 VIC4T of
- E4ll_ioil GRove OFF of NWV 43 .0^1 AD.
6. Print Farm Manager's name (if different from Land Ow
per):
7. Lessee's I me tor's nam (if applicable; please circle which type is listed): )RE- TAbE FARMS dr -
FORM: AWO-G-NE 3121197 Paee 1 of 3

III. OPERATION INFORMATION:
1. Farm No.: 19 2 (county number); Z84- (facility number)_
2. . Please complete the table below as it applies to your facility using the certified design capacity. The "No_ of Animals"
should be the maxi um number for which the waste management structures were designed
T Ye of Swine No- of Animals Tune of Pouiuy No. of Animals I= of Cattle No. of Anirnals
f Wean to Feeder 0 Layer 0 Dairy
f Feeder to Finish (d O 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the faruE No. of AnimalsL
3. Acreage cleared and available for application: c.} 2.0 ; Required- Acreage (as listed in the AWMP): -7/-1
4. Number of Lagoons: 3 ;Total Capacity: I., $ Z9Af65L . Cubic Feet (ft'')
Number of Storage Ponds: — ; Total Capacity: — Cubic Feet (0)
5. Are subsurface drains present within 100' of any of the proposed application fields? Q or NO (please circle one)
6. Are subsurface drains present in the vicinity or under the proposed lagoon? YES or (!� (please circle one)
7. Does this facility meet the siting requirements in Senate Bili 1217? (Swine Only) or NO (please circle ane)
What was the date that this facility's swine houses and lagoon were sited? -71291 15
What was the date that this facility's land application areas was sited? -71 x9I9`
I V . APPLICANT'S CERTIFICATION:
I, _ _ G � \l Et - (Land Owner's name listed in question U.2), arrest that
this application for . i t V —(Farm name listed in question 11.1)
has been reviewed by me and is accurate and co*Iete 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 Dot included, this application package
will be returned to me a_ tncompl P_ }
Signature . ;� ; �. zt �) - _ Date - h
V. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I,
(Managers name listed in question 116), attest that this
application for (Farm name listed in question IL 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 Dot included, this application package
will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29:35
RALEIGH, NORTH CAROLINA 27626-053-5
FORM: AWO-G-NE 3/21/97 Page 2 of 3

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D). Anulication and Handling Eg_uipment
Check the appropriate box
5( Existing or expanding facility with a&istingmmIcapFlication rguinment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
❑ . New, expanded, or existing facility without existing waste Uplication equipment for UM irrigation. (1)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to,
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
Q New. eznanded. or existing facility without existing waste anplicatiQq Muipment for land srneadine not using
irrigation.mmy (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified >aydraulic,.gr nutrient loading rates; a schedule for timing of
applications has been established; requiredtained; calibration and adjustment guidance are
contained as part of the plan). �►hQ• ,,•_ `� °•,i�A� �!,
Name of Technical Specialist (Please Pri
Address (Agency):,
�,�� batelWork Completed:,1T SLIA
a,
r
*4l1Fiesto00
E) Odor Control Insect ControL Mortality Management and Emergengy EmergencyAction Plan SD
SI WIIP RC or
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect
Control Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and
insects have been evaluated with respect to this site and -Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): 6. 6Ge04 N at F7orJ
Affiliation 2 WA69 FA RMS 444C - Date Work Completed:__
Address (Agency): P.Q. Bolt 481� r -U x416 l IVC. ZS 3Z9 Phone No.: 910-522-5111
Signature:. A. 0%L 'V%' (.. -- _ Date: io oS 9�
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 19%. If the facility was built before June 21, 1996, when was it constructed or last
expanded
I (we) certify that I (we) have attempted to'contact by certified mail all adjoining property owners and all property owners
who own property located across a public road, street, or highway from this new or expanding swine farm. The notice was
in compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified is
attached.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature:_ _ —Date:
AWC -- August 1, 1997 3

Animal Waste Management Pian Certification
Please tvne or print all information that does not reouire a signature
General Information:
Name of Farm: G ( R PA _ Facility No: 82 --284-
Owner(s) Name: - - Uj=r Phone No: io-w7-53ig
Mailing Address:6733NE W rJ GRogs �H New �•�r G�o�e rJ'r X83&
Farm Location: County Farm is located in: S8MPEwoN
Latitude and Longitude: 35* 13' op" / _Z A¢1 5S" IntegratonAms-m4e Fa�Ynw.
Please attach a copy of a county roadmap with location identified and describe below (Be specific: road
names, directions, milepost, etc.): 4A. AL.E'S WEST of NEW Tow GRovE oFF QF
I;tw 13 04 66VI&tD69 oA
ODeration Descriotion:
Type of Swine No. of Animals
❑ Wean to Feeder
Feeder to Finish Ar..090 _
❑ Farrow to Wean
• Farrow to Feeder
0 Farrow to Finish
❑ Gilts
• Boars
Type of Poultry No. of Animals Type of Cattle
❑ Layer ❑ Dairy
❑ Pullets ❑ Beef
No. of Animals
Other Type of Livestock: Number of Animals:
Acreage Available for Application: 9.2.o Required Acreage: -71.1
Number of Lagoons / Storage Ponds : .3 , __ Total Capacity: 1,5.29 F� Cubic Feet (ft3)
Are subsurface drains present on the farm: 6� or NO (please circle one)
If YES: are subsurface drains present in the area of the LAGOON oasRAY FIEL Iease circle one)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation
and maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that-theremust be no discharge of
animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25 -year, 24-hour storm and there must not be run-off from the
application of animal waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be
minimized using technical standards developed by the Natural Resources Conservation Service. The approved plan will be
filed at the farm and at the office'of the local Soil and Water Conservation District. I (we) know that any modification
must be approved by a technical .specialist and submitted to the Soil and Water Conservation District prior to
implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved
plan is changed) within 60 days of a title transfer.
Name of Land Owner:
Signature:
Date: (0 -/7-9
J Name of Manager(if different from owner):
Signature: Date:
AWC -- August 1, 1997 1

Technical Specialist Certification
L As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005, 1 certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management
(DEM) as specified in 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (MRCS) and/or the
North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-
0005. The following elements are included in the plan as applicable. While each category designates a technical specialist
who may sign each certification (SD, SI, WUP, RC, 1), the technical specialist should only certify parts for which they are
technically competent.
II. Certification of Design
A) Collection, Storage, Treatment Syste
Check the -appropriate box
❑ Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as
have been designed to meet or exceed the minimwan
Name of Technical Specialist (Please
Address (Agency):
limited to collection systems, lagoons and ponds,
1p specifications.
Completed: r- f Sf 9_�_
Phone No.: gig -Z9(- ivi
B) Land Application Site (WUP) .y� �,l��OYQ �►;''*•``'
plilli400s
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): A. 6LE N #I C& LF -rod
Affiliation ?R MTAlrn F- FA m m s . Xrj c-. Date Work Completed:
Address (Agency): P.O. &x 438 .CL;N i 4 NG :283L9 Phone No. ill}- Z-5721
Signature: A. adbu4 i 0,its 19, 'Date: (P0 98
C) Runoff Controls from Exterior Lots
Check the appropriate box
6 Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
❑ Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance'with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): CI IF:VD+J
Affiliation PpG -F R+� Date Work Completed:
Address (Agency): PD. Box 4 M _ CLI N ioN NG U 329 Phone No.: 910-592. -57711
Signature: ON
AWC -- August 1, 1997
2
ate: 440SM

SWINE FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
FOR
G & R Farm
Gene West
1470 Finishing Expansion
April 28, 1998
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
NRCS, DEM, and all other State and Local Regulations
to the best of my knowledg�i ifi ,L i r.,i
�+ ,f
. 0 /Q� e'Y
•
9
SI. t" S
M. Floyd Adwao.E. mate
License No. 12273 .1 '�+ ����(a1���`'Q;� y a`,,�•
jD

1
1
e
Fi
1
1
SWINE FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
G & R Farm
Gene West
] 470 Finishing Expansion
TABLE OF CONTENTS
ITEM
Lagoon Design Check List
Emergency Action Plan
Design Summary
Lagoon Design
Soil Investigation
Hazard Classification Data Sheet for Dams
Operation and Maintenance PIan
Construction Specifications for Lagoons
Seeding Specifications
Plan for, Lagoon
Typical Cross -Section of Lagoon
Plan of Excavated Waste Storage Pit
Volume Calculations
Waste Utilization Plan
Waste Management Facility Site Evaluation
Notices to Adjoining Landowners
Waste Management Odor Control Checklist
Insect Control Checklist
Mortality Management Methods
Irrigation System Design
Maps
A.
Vicinity Map
B.
Togo Map
C.
Soils Map
D.
Flood Plain Map
E.
ASCS Map
F.
Wetlands Delineation Map
I

1
1.
(� CHECKED BY: . M.
" DATE: 41-za 19fk
LAGOON DESIGN CHECK LIST
1. Copy of 026 and maps if clearing involved.
Page 1 of 3
2. Dam safety -
a. Dike over 15 feet to down stream slope and over 10 acre feet storage to top of
dike.
3.
Adequacy of storage volumes -
✓
a.
designed volume exceeds needs
✓
b.
stop pumping volume exceeds treatment volume
✓
c-
25 year storm volume exceeds volume at start pumping
d-
actual volume pumped exceeds required volume to be pumped
✓
C.
all temporary storage stored above seasonal high watertable
f.
sludge volume included
g.
minimum 6 feet treatment volume depth
4.
Operation & Maintenance Plan (sheet) -
✓
a.
begin and end pump -out elevations
5.
Location sketch -
_ ,C
a.
distances to nearest residence
b.
road numbers
C-
north arrow
6.
Hazard Classification Sheet (NC -ENG -34) -
✓
a.
distance to nearest stream in event of dike failure
✓
b.
distance to nearest public road in event of failure
C.
topo map showing lagoon location and information to support a&b
7.
Waste
Utilization Plan
f
a.
show all tracts & field numbers, field acreage, crops
✓
b.
signatures of producer & person preparing plan
-WA
C.
agreement sheet signed by adjoining landowner if needed - showing tract
numbers, field numbers, acres, etc.
d.
ASCS maps of fields to be used for effluent disposal
e_
soil survey sheets showing all fields
f.
check suitability of soils for crops planned
_✓
g.
include attachment "B" on sampling procedure
h,
system calibration form
i.'
waste plan is included but prepared by other qualified specialist - this plan is not
part of the engineer's review

Fi
t
I �
1
1
Page 2 of 3
8. Soil Investigation Sheet (SCS -ENG -538)
✓ a. are sufficient borings made for size and condition of lagoon
b. borings 2.0' below designed bottom of lagoon
C. location & elevation of borings in relation to grid survey
✓ d. seasonal high watertable
9. Seeding specifications included (lagoon dike and other exposed areas around buildings)
10. Construction Specifications (sheet included)
✓ a. need for cut-off trench addressed
b. need for sealing or lining with impervious material addressed and anticipated
locations of such area identified
C. protection of Iiner during initial filling and near flush pipes addressed
11.
Grid Sheet (original or ledgable copy)
✓
a. gridded area large enough to include embankment slopes and surface water
diversions
✓
b. location & dimensions of lagoon & buildings shown (lagoon inside top
measurements shown and lagoon corners identified by grid stations)
C. surface water removal (pipes, outlets, etc) shown
✓
d. soil borings location show
e. TBM location & elevation shown
A!_g
f. existing utilities located (if applicable)'
g. emergency spillway shown (if applicable)
12.
Typical cross-section included
a. dike elevation & top width shown
b. lagoon bottom elevation shown
C. side slopes shown
d. effluent outlet pipe invert elevation shown
e. effluent outlet pipe shown to discharge below water surface
e. building pads - elevation & grade shown
y�
f. cut-off trench shown - if required
g. liner shown - if required
13.
Volume Computations
,—
a. excavation
✓
b. dike fill
C. pad fill
A.
Summary Sheet
a. design requirements
✓
b. excavation volume
✓
C. fill volumes
✓
d. cut -fill ratio
AA
15.
Location of subsurface drainage (if present)

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1
n
1
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WA 16. Presence of utilities addressed
✓ 17. Observation of cultural resources statement included
18. Operation is outside of jurisdictional limits of municipalities
19. Emergency Action Plan
I
Page 3 of 3

SAMPSON COUNTY
'EMERGENCY ACTION PLAN
DIVISION OF WATER QUALITY (DWO) 910-486-1541
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 wastes 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
acceaai.hle location for all employees at the facility. The following
are aome action iters you should take.
1. Stop the release of wastes. Depending on the situation, this may
or may not be possible. Suggested responses 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.
1 b. Pump wastes to field at an acceptable rate.
c. Stop all additional flow to the lagoon -hold waste in the
house if possible.
' d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
' B. Runoff from waste application field -action include:
a. Immediately atop waste 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.
I
C. Leakage from the waste pipes and sprinklers -action include:
a.
Stop recycle (flushing system) pump.
'
b.
Stop irrigation pump.
c.
Close valves to eliminate further discharge.
e.
Repair all leaks prior to restarting pumps.
'
D. Leakage from flush system, houses, solids separators -actions
include:
'
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.

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E. Leakage from base or aidewall 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 pomp 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 side
walls• and the lagoon bottom as soon as possible.
Aasess the exteit of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what
duration?
c. Any damage 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 eaters?
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 DWO (Division of
Water Quality) regional office, at 910-486-1541, after
hours, emergency number: 1-800-858-0368. Your phone call
should include: YOUR NAME, FACILITY, TELEPHONE NUMBER,
THE DETAILS OF THE INCIDENT FROM ITEM #2 ABOVE, THE
EXACT LOCATION OF THE FACILITY, 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 spill leaves 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
(SWCD), Natural Resources Conservation Service
(MRCS) office at 910-592-7963 and Cooperative Extension
Service (CES) at 910-592-7161 for advice/technical
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.

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5. Contact the contractor of your choice to begin repair of the
problem to minimize off-site damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (MRCS,
Consulting Engineer, etc.)
a. Name: A
b. Phone:
7. lmplement procedurea as advised by DWQ and technical 6Baiatance
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
1-910-592-5771
a

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DESIGN SUMMARY
NAME: G & R Farms
COUNTY: Sampson
TYPE OPERATION: Feed -Finish
TOTAL REQUIRED VOLUME
TOTAL DESIGN VOLUME AVAILABLE
ESTIMATED:
VOLUME OF LAGOON EXCAVATION
VOLUME OF LAGOON EXCAVATION
FOR LINER
TOTAL EXCAVATION
VOLUME OF PAD FILL
VOLUME OF DAM
TOTAL FILL
CUT -FILL RATIO
445420 CU FT
460960 CU FT
12176 CU YDS
0 CU YDS
12176 CU YDS
7604 CU YDS
2648 CU YDS
10252 CU YDS
+� WHERE SM MATERIAL IS ENCOUNTERED OVEREXCAVATE 1.5 FEET
AND BACKFILL WITH COMPACTED SC MATERIAL
TOP OF DAM
ELEVATION
53.0
START PUMPING
ELEVATION
50.7
STOP PUMPING
ELEVATION
46.3
BOTTOM
ELEVATION
42.0
BEGIN PAD
ELEVATION
53.0
END PAD
ELEVATION
53.4

I
LAGOON DESIGN
jerator:G & R Farm cc) I-lnty: Sampson
Date:
08/11/97
DEPTH
'
Gene West
3.0 3.0
244.0
244.0
Is
the site evaluation beers completed & approved:
YES
1.
AVERAGE LIVE WEIGHT (ALW)
244.0 244.0
59536
(AREA
0 saws (farrow to finish) x 1417
lbs. =
0
lbs
0 sows (farrow to feeder-) x 522
lbs.
0
lbs
LENGTH * WIDTH =
1470 head (finishing only) x 130
1-b s. =
198450
lbs
0 sows (farrow to wears) x 433
lbs. -
0
lbs
0 head (wean to feeder) x 30
lbs. =
0
lbs
Deser-ibe other- :
:
0
1 L-, s
__.., ........ - _._.... - .... - --------- ......... .... ....._ ., ._.._..
. .
214.0- 214.0
183184
Vrjta1. Fiver -,AQ(_ I__i.',ai
',-JeiI -
19 ,'-34'10
lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
'
+ (4*AREA MIDSECTION)
+ AREA BOTTOM]
* DEPTH/6
59536
183184
Volume = 198450 cs_ibic ft ( includes
0 cu. ft.
add. treat.
vol. )
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 49980.0 cubic feet
jTOTAL DESIGNED VOLUME
' Inside top length (feet) ------------------------ 250.0
Inside top width (feet) ------------------------- 250.0
Top of dike elevation (feet)----------------- 53.00
' ,ottom of lagoon elevation (feet)------------ 42.00-�--�
Freeboard (feet)------------------------------ 1.00
Emergency spillway depth of flow(feet)------- 0.00
Side slopes (inside lagoon) ---------------------- 3,0 1
Total design volume using prismoidal formula
SS/END1 SS/END2
SS/SIDE1 SS/SIDE2 LENGTH WIDTH
DEPTH
'
3.0 3.0
3.0 3.0
244.0
244.0
10.00
AREA OF TOS~'
LENGTH * WIDTH =
244.0 244.0
59536
(AREA
OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
184.0 184.0
33656
(AREA
OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH *
4
214.0- 214.0
183184
(AREA
OF MIDSECTION
* 4)
'
.1
CU. FT. -- [AREA TOP
+ (4*AREA MIDSECTION)
+ AREA BOTTOM]
* DEPTH/6
59536
183184
33856
1.67
Total Designed
Volume
Available W
460960 CU. FT.

11
TCMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Sur -face area of conn(�jcting waste facility
25IZ- 0 250. 0 0.0
L,cS00. 0 sgiinr c feet
tui. i(;j 1. i-, g S I.-O0f aTl rJ Lot watC.-Y-- 1IT] P@r-1 1G+{5 Gi''ea
' 0.0: sq ,are feet I C-.-SC-T--ithis 'a r C. a.
TOTAL DA 62'500.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces ! urine production in gal. /day per 135 ib. ALW 1.37
' Volume = 198450 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume - 362502 gals. or 4646.8 cubic feet
Volume of excess water
Volume = 1330.5 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 32016.6 cubic feet
5C. Volume of rainfall in excess of evaporation
r' Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 13.3 inches
180 days rainfall = 21.7 inches
Volume = 21.7 in * DA / 12 in. per ft. = 113021 cubic feet runoff
Volume = 13.3 in * lagoon DA/12 in./ft = 69427 cubic feet evap.
Volume = 43594 cubic feet
I
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5D. Volume of 25 year, 24 hour storm 7.0 in_
Volume of "Heavy Rain" 7.0 in.
Volume = 14.0 inches / 12 inches per foot * DA
Volume = 72917 cubic feet
5f Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAG'f�
4846-- cubic feet
-.. -
�, , 17 Cubic_ f eet
;tet.;, 43594 cubic- feet
7.'Y') 17 (--ubic feet
5E. 0 cubic feet
TOTAL 196990 cubic feet
61
SUMMARY
Temporary storage period=====____-_____=___=>
180
days
Rainfall during wettest period of storage===>
21.7
inches
Evaporation during storage period=====______>
13.3
inches
25 year - 24 hour
7.0
inches
Heavy rain==_=======-_----=======___________>
7.0
inches
'
Freeboard==________________________________=>
1.00
feet
Side slopes=----- )
3.0
. 1
Inside top length=====____.__________________>
250.0
feet
Inside top width==========-==-----_________->
250.0
feet
Top of dike elevat ion====,___________________>
53.00
feet
Bottom of lagoon elevation=====________=====>
421.00
feet
Top of sludge elevation=====____=__-__-___==)
43.45
feet
Total required volume=====__________________)
445420
cu. ft.
Actual design volume========================)
460960
cu. ft.
Seasonal high watertable elevation (SHWT)===>
46.70
feet
Stop pumping elev.___________________=====W=>
48.30
feet
Must be > or = to the SHWT elev.==========)
46.70
feet
Must be > or = to min. req. treatment el. _>
48.00
feet
Min. Required treatment volume=====_________>
198450
cu. ft.
Volume at stop pumping elevation=====_______)
208662.cu.
ft.
Start pumping elev,_________________________>
Must be at bottom of F. B. & 25 yr. rainfall
50.70
& heavy
feet
rain
Act. vol. less 25 yr. and heavy rainfall====)
388043
cu. ft.
Volume at start pumping elevation=====______)
386011
cu. ft.
Required volume to be pumped===_____________>
1224073
cu. ft.
Actual volume planned to be pumped=====_____>
125900
cu. ft.
Min. thickness of soil liner when required==>
1.5
feet
7.,
DESIGNED BY: �• ��.N� GWS APPROVED BY: Zl(
DATE : $/1119-7 DATE. 4(z2W&

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SCS -ENG -538 U. S. DEPARTMENT OF AGRICULTURE
Rt- 5-70 SOIL CONSERVATION SU14VICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME Ca CNE AJC -ST DISTRICT
DATE 711 C? 19,1 COUNTY
-
S. C. S. PHOTO SHEET NO. WORK UNIT
WATERSHFI) AREA MEASUREMENTS 2--73S
CROPLANDACRES PASTUREACRES yy
WOODLANDACRES TOTALACRESPOND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE (Approx. scale I"= feet)
Locale reference point an center line of dam and Identify on sketch.
SHOW[ BORING NUMBER AND PROFILE
DEPTHI Make and list darn -site and spillway borings ffrit: then ponded arm and borrow pit borings - separate with vertfCal red tine.
(Conti—ed an bacA wAcre n*cc5s4q*7)SAow ureter table elevolfons on dam-stle borings. -- --,
k�l��i�iii■!■�■�l.�i©���i■1■I■�■1!,'!I■I■:■I■f■!■I■
©�1l�■�■i�®le����■i�■i■i!i■1■i��■i!i■i■1■
Omni INIENIMMIMIL
BORINGS MADE BY—L-LCAJPTaR SIGNATURE TITLE
NONE
m
MEMEMEEMMEMEN
MENEM
iiiCn109m�m
so
MOMENEINEEMEMINIM
mmmmmmmm
EMENNEEMOMENNOMEM
MENNEEMEME
ME
MEMO.
SHOW[ BORING NUMBER AND PROFILE
DEPTHI Make and list darn -site and spillway borings ffrit: then ponded arm and borrow pit borings - separate with vertfCal red tine.
(Conti—ed an bacA wAcre n*cc5s4q*7)SAow ureter table elevolfons on dam-stle borings. -- --,
k�l��i�iii■!■�■�l.�i©���i■1■I■�■1!,'!I■I■:■I■f■!■I■
©�1l�■�■i�®le����■i�■i■i!i■1■i��■i!i■i■1■
Omni INIENIMMIMIL
BORINGS MADE BY—L-LCAJPTaR SIGNATURE TITLE

TYPES OF MATERIAL ENCOLINTERE'D IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW - We I graded gravels; gravel, sand mix
g- gravel
GP -Poorly graded gravels
s -sand
GM -Silty gravels; gravel -sand -silt mix
vfs - very fine sand
GC -Clayey gravels; gravel -sand -clay mix
sl -sandy loam
SW -Well graded sands; sand-grivel mix
fsl - Eine sandy loam
SP -Poorly graded sands
I - loam
SM -Silty sand
g] -gravelly loam
SC - Clayey sands; sand -clay mixtures
si-silt
ML -Silts; silty, v. fine sands; sandy or clayey siIt
sil-silt loam •-
CL- Clays of low to medium plasticity
cl - clay loam
C14- inorganic clays of high plasticity
, cl - silty clay loam
ulli - Elasl is silts
scl - sandy clay loam
OL -Organic silts and siity clays, low plasticity
sic -silly clay
03i -Organic clays, medium to high plasticity
c - clay
1. SuiLable material for e^ban.lrment is availxhle { "-1 Yee [] he (lndicnre cohere locales on 1h, skcrc` ca
� :lde)
REMARKS:
2. Explain haurda requiring special attention in design (Sewepe. spr&w,.nock etc.)
GENERAL REMARKS:

1U. S. Department of Agriculture
Soil Conservation Service
NC -ENG --34
September 1980
' HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner G £ P 'FA&&S County _SAMOSO IJ
Community or Group No. Conservation Plan No.
' Estimated Depth of Water to Top of Dam�_Ft. Length of Flood Pool 10 Q Q Ft.
Date of Field Hazard Investigation 9/111,97
' Evaluation
from sudden
by reach of flood plain downstream to the point of estimated minor effect
dam failure.
'
Est. Elev.:Est. Elevation
. Kind of
:Improvements: of Breach
Reach:
Length: Width: Slope: Land Use
Improvements
Above :Floodwater Above
'
Flood Plain: Flood Pl.ain
Ft. Ft. %
Ft. Ft.
. CROP4APjb
-
NON P.
t as,_01L
IooO - Zoog
—.
1 2
3
'Describe
potential for loss of life and
damage to existing
or probable future downstream
improvements from a sudden breach A ;5ubpgw
3aeacK or -roc' STRue-7•IRE -W+p-t- +dor CA056'
M516 l L(cA+JT 2AMAGE 76 A -,.x LA600+J +5 I006' T. Tej.aurAl!j i r.a7_
WT-_ S�JENM+�E 50JAP%P.4+J0 ZgOa' To Sk !(,tK ,,.AHD 12-00' r- NC +3
'Hazard Classification of Dam (a, b, c) (see NEM -Part 520.21) a
,Dam Classification (I, II, 1II, IV, V) __ig. _ _
MBy A C...
name title)��_ �
Concurred By _ -F
name title
1
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date rr It 97
Date

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
' fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
' The designed temporary atorage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heavy rain factor. The volume of waste generated from a given number
of animals will be fairly constant throughout the year and from year to
year, but excess rainfall will vary from year to year. The heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
Pumping can be started or stopped at any time between these two
' elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
' taken when applying waste to prevent damage to crops.
' The following items are to be carried out:
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 112 its treatment volume to prevent excessive odors during
' start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
' flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
' 3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 50.70 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 48.30 . This temporary
' storage leas 25 yr and heavy rain contains 125900 cubic feet or
941731 gallons.
1

1
SHEET 2 OF 2
4, The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
' 6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
' 7. Repair areaa of the embankment that settle. below the design settled
height or arena where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
' 9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
' 11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
' 12.- In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
'1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
'
13. Pipes that are used for recycling
and irrigation intakes must be placed
effluent to use as
18 inches below the
flush water
surface and
as far from the inlet discharge pipes
as possible in order
to provide
'
a cleaner effluent for flushing and to
reduce odors when irrigating
on
land. When these pipes are placed through the embankment,
they should
■
be installed no more than two feet
below top
of embankment and not in
the highest section of fill. The
pipe trench
shall be compacted with
'
clayey material or other material
as approved
by an engineer.
�1

SHEET I OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
' FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
' the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the. -foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
' to placing the first lift of fill material to get a good bond.
EXCAVATION A14D EARTHFILL PLACEMENT:
completed excavation and -
The comearthfill shall conform to the lines,
,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
' shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
' equipment or standard tamping roller or other equivalent method. ..
Compaction equipment shall travel in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot
or tamping roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use the more impervious materiels from the required
excavations. Construction of fill heighta shall include 5 percent for
' settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
iPrecautions shall be taken during construction to prevent excessive
erosion and sedimentation.
' t LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 it.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
' IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a NRCS approved material Cie - CL,SC,CH).
'REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

' SHEET 2 OF 3
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
' content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
a during placement of the liner. The moisture content of the liner
material shall not be leas than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
' compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material unless otherwise specified. When smooth
'
or hard, the previous lift shall be scarified and moistened as needed
hefore placement of the next lift.
' The aingl_e moat important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an
estab-lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepefoot
roller is the preferable type of compaction equipment.
' The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rockes)
' or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
' included with this Construction Specification.
CUTOFF TRENCH:
'. AAcutoff trench shall be constructed under the embankment area when
' shown on a typical cross section in the plana. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION_
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
' shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
' REMOVAL OF EXISTING TILE DRAINS
-------------------------------
' When specified, the contractor shall construct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
' the equipment used for excavation, backfill, and compaction operations

SHEET 3 OF 3
' and the side slopes shall be 1:1 or flatter. When tile drains are
encountered, the tile shall be removed to a minimum 'of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a tile line exists above the embankment it shall be
rerouted around the lagoon in an approved location. Backfilling
and compaction in the trench shall be in accordance with the EXCAVATION
' AND EARTHFILL PLACEMENT requirements.
BOTTOM AND EDGES
1 ---------------
The bottom of all lagoons shall be approximately level. The side
slopes ahall be uniform from top to bottom. Scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a "aheepafoot" or tamping roller to decrease the permeability
of the finished bottom and side slopes.
QUALITY ASSURANCE
-----------------
' During construction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
as necessary to verify proper construction. Testing will be required
as deemed necessary by the inspector and/or designer.
During construction of a clay liner, a qualified construction
inspector as designated by the designer must be on site during con-
atruction as necessary to verify the liner is installed in accordance
with NRCS South National Technical Center (SNTC) Technical Note
' 716 (Revised September 1993). In the absence of supervision of
construction by a qualified inspector, the liner must be tested to
verify a maximum hydraulic conductivity of 0.000001.25 cm/sec.
' When testing is required, the owner will be responsible for furnish-
ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
performed by a certified laboratory.
1

SEEDINGSPECIFICATIONS
-
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 LLS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
'
0.0
LES.
'FF_NSACOLA' 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
0.0
LBS.
RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE
FOLLOWING:
2000.0
LBS.
OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
' 4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
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 TO4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
I. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
' BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

I I i }II t
i � I
• 1
-j-�1=�=T��
_i-i� i-^--- 1---;--I-�- --i--i--�--I,� -i_•� _.�" ---i.. ---r _.
I ' ; i i..._�._• I I i I.••�.._�-_-- �--�------ -- -- -:H-F--F,-
-- �T
_1_i � Imo,
I 71
i I _T I j I'i. -•1 "' - - - - - - - j_?T i I a_I +.} I I i_i- t- i�- I I i_i-1-I 1 -J-
-------
i- '" i � � rv(-.a i�,l•- I ,-i--i• -t-
�`{�f_s.E_ r --- _ i I I_I_I_ int__ � I I '__ _i i_ -
'E -7-----
IT _3- _ - - - _.1_ '.i�l I i -la."_'_. - _ _D
7µ-1-• =,i !_ ---'- • ' �. _ _ _ _`. _ " _ - - - -i-t- - - ' �1- f �.4�1--i_.i-.I
I . _ .-''' =='�- - -'-•� ;_I;i•�f.-.Qa.. ► i. � I -I- _ _ � � - W� - - --r_��-r-- =L► _. _.T�1yILa
I I ! I..I r I !•-f'--�--� - I• -
i .i -i--
i
moo-! 1 `-! t_i_, - i_' i Fit
.
4g I. Olo -I- - E
_ � �; } �`; . -E ; Ls. , i_•� '^r ?--I -� -I -' i i i ' ! lSi V' j-
I 2 5o t }
l.
- O Vi
�'Ry !' r. I i i I j i I I• r y "S
f
r
0®Ln
ITT
71A
LA
a; } - OFF:
j �,' Oi 'IT-
,•, � .:. :. b/ i ��-I����I:l_�_:�_.�"1 =�_' _ --I_._ !:1:1i_i;._;-'i;.-''_.!__;I �!:,.'�I, I:.- ..:i.
1-
p-
cn ! �. �. 1` I I ��:«f �.. I I{I �_ �. i I i -i--• -r- I ,-I-- I � ,
--,¢o-—'-�•�:-r••� �---� i •� tF'; i i -J.,-, i - --�J-�-14-�_� --i-- -;-- i-- � I.; ! � � i � I ' .. �.: , : :... +
-.�__i..i.-..�_.�..!.. _i.� _i:i I I �•, j --I
J-
+LL
iI - - - -I- I--- I- -
?- I
? -- I
� � .Y■� � a i■■r � �;� __�i �._�r;_ ����w _moi--� o}_ ��.'.��.� _i_�: � � � : � __� r� _ 'r�_�i

I L, 0
I
-1-�--___, ._I 1 :_, -_�--- i ;- I-_I--'--.---1 .-.-,_..- .. � ��_..� t t I_ ___.�-1_•_-._-r-;-r-� _�., t I I ! Tt- t .
i
I->-
-!-
f-
f _1-
1i I i_ W -T�
I_I
�_1 _' i i I I '•- �i---T- 1--t - -�- i I '� _�_-. `T 1!
! t ITi--���--
t 11 ! I-j �W I-j ._� = i_ i '1 i k -i--I i���_ TI ! I I
.=
7-1
Ll
_ ! ._ �._-_ � _�- : 1_ .- �_ �.`�_. _ i I I_�i !_) 1 I I 1 1 I _._.1._ !�1, 1 I��•
.�� i -! "fT i ,_� - _ _IT� _ I _• i ? _ I 1�_ - I ! I I I I _-I�_I-�_. 1
=--Imo-'-i'-fit-�-'-,-�------ --� � � -- � !- ---�---- --�-`--+�-� i I i I I --� 1 � i •
I
rEC_9
PA b I�S�GTio
t !--T - . ... ---•-;-� ----- � _I_ ``i IMP : _ �-1�� I i i i t "� � ,

Gr'Vg- INEsr
rr r r r r rr r� r rr ■r r� r r r r r® r■i r
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width
Confinement Bldg. j
3 4-1,53.0 y(
Settled Top Elevation
Pipe Invert Elevation 1
So.7
SB. o
�1 ISS. :! � SS 3:1 � SS 3. �
Pit �' Treatment
7r Lagoon
+ I I
Pipe (Needs to be adequa ely I Depth = $.7
supported)
Bottom Elevation 4Z.0
NOTE: FLEXIBLE PIPE SHALL BE ATTACHED TO OUTLET PIPES TO DISCHARGE WASTE BELOW LAGOON SURFACE,
RIP -RAP OR OTHER SUITABLE MATERIAL WILL BE PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY
LINER

C�Eh1_ _'W��7
rr rr rr rr ■� rr r� r �r r r r r■� r rr rr ® r r
5 3.0
Freeboard (1.0 toot minimum) 1/ 52.0
u
o Depth of 25 -year, 24-hour storm event on lagoon surface
a
0
"Heavy Roinfoll" Factor - As a minimum must be equal to or greater than the
} 50,7 depth of 25-yeor, 24-hour storm on the logoon surface 50.7
T Depth of normal precipitation less evaporation on the lagoon surface fax mum elevation
n I accumulated during the treatment period for pump prJ
lao>t+morn operating level Volume a manure, wastewater, and excess water accumulated l.ttiYirnum drawdown
-duringthe treatment period WSV 48.
T
� -- Pump I]�F
I inimum treatment volume (MTV) 4 fool minimum
6 foot minimum 43,45
1 Volume of accumulated sludge for period
�2 0 3 between sludge removal events (SV)
—
Noll: I/
The minimum Treatment volume for an it on emergency sp llwoy Is used, the design depth
oncerable waste treatment lagoon Is of Flow must be odded to the freeboord.
based on volatile solids,
`FIGURE A - TYPICAL ANAEROBIC LAGI3ON CROSS SECTION
M(Az
,n
h n A LO
t
ti - u,
to Z
u] Cl

'
U. 5, 0EPKITAEMT Of AGMICULT124
Soil Comm -Ovation U"icn
NC -ENG -40
Rev. 7/91
'
PLAN OF EXCAVATED WASTE STORAGE
PIT
FAkM5
Date: 6/111!27
eNAME
County: SA 1 P o
Address:
LE%GTH �5a
1
$I OE SLDYE 3 r0 1
•1, ` W
AVE. i0► ELEY.
/
/tc.
�QQ
—,:�-910 SECTiCi
1
� -
++ 4?v
AVE. SOMM ELEV.
IlsTll
(S" Sack for voila cslcuistiam)
Use of facility: AlrntAL WASrE TQEA M r I_A6o0n/
Capacity:3 I Gaalons
.96o
---Ft3
—,�4D,0
Soil Type
'
Hench Mark Descr ptlon TA5rA_ 50. o -ro P e r 6 J A 1417ZD I" .,el
ow
1
Bottom Elev.
42.0
'
Normal Liquid Level Eley.
50.7
Storage for normal Precip. (+)
Ft.
Kaximum Liquid Level Elev.
540.7
25 yr. Storm Storage (+)
.765
Ft.
'
Q=Mt =W 467Avy RA14 FA LL Elev.
.-165
Max.Flov Depth (+)
--
Ft.
Freeboard (+)
Top of Dam Elev.
1,0
53.0
Ft.
I I

on- m-/.�4
US Department of Pgrjcu]tore
U�
So1l Conservaticn 3ervj Co
CROSS-SECTION DATA
QUANTITY CALCULATIONS
N� prepared for
C-3 UR F;-,,:,-kx-mm es
in
.
Sampson County` North Carolina
Designer : Glenn Clifton '
Checker
Date N8/11/97
Job Number 99l
Date
Lagoon Excavation
EMPLATE DATA:
Beginning Elevation = 42
Beginning Station = 81+.8
81+.8 to 288+.2 C\3CL184/3
0.000690 ft/ft
SITION NUMBER 1
Centerline Station 81+.8
LIGINAL
DATA:
50.0 49.4 100.0 50' 3 , 2N0.0 / 49.8
300.0 48.3 400.0 46.3
SECTION NUMBER 2
Centerline Statiwn 1+069
I
ORIGINAL DATA:
'569.60 / 49.5 100.0 / 50.2 200.0 / 49.7
3069.69 48.5 400.0 / 46.69
S��TION NUMBER 3
~~ Centerline Station 2+069
RIGINAL DATA:
X�
m� 50.0 / 48.9 100.0 / 49.7 200.0 / 50.4
300.69 / 49.7 400.0 / 49.2
SECTION NUMBER 4
Centerline Station 288+.2 `
�
RI8INAL DATA:
50.0 / 48.1 100.0 / 48.4 200.0 / 50.0
300.0 50.0 400.0 / 50.1

�
US Deoortment
of
Agricu]tv,c
�
Sn[ooyervatiom
Se/v/cc
PLANNED
--
QUANTITY CALCULATIONS
N�
prepared for
FR F:-.E�tx~mmsa
in
6amp5on
County, North Carolina
F)esigner
Glenn
Clift(JT)
Checker
4�
Uate : 08/11/97
Job Number 991
1
Lagoon Excavation
| ** EXCAVATION ** |
**
FILL **
t
Left Right
Off—CL
l CL Dist l Area
Volume |
Area
Volume
th
SS SS
(ft)
| Sta (ft) | (SqFt)
(Cu.Yds) |
(SqFt)
(Cu.Yds)
4
3-1 3:1
133.0
} |
| 81+.B | 1494.1
|
|
0.0
~~
| 18 |
1007.0 |
0.0
184
3:1 3:1
133.0
1 1+00 1 1493.8
1
0.0
| 100 |
6848.1 |
0.0
14
3:1 3:1
133.0
1 2+00 1 1660'4
1
0.0
I . 88 |
12176.1 |
0.0
4
3:1 3:1
133'0
| 288+.2 | 1601.6
|
0.0
��
`

01-Yr'r,- i. 44
US Depar-'t.!r1eiiT. of
Agf--iCultf.1r-e
'
SOi.3 �,pilSF=Y .c+t lUfl Servic-:
CROSS --SECTION DATA
DUANTITY CnLCULATIONS
aprepared
for
C3 L
R F r, m s
in
' Sar:PSOT-i
County; North Carolina
Designer Glenn Clifton
Checktr-
D,Rt e 03/1.1/97
L?at f-
-lob
-lob Numbrr 995
•]� -Yi •lt #'k -It-k # it -� -k # # # •Di- ii -IF # iE # # #: # # -IF iF -IE- # # 3r # •IE
•fi IE if- 3E •lE--fr -)~ # # # # ,E- -k # -li- •lE k #
# ih � -i= # � •k �r ,k ->~ �F �i- -� #� F ->- -is
# •l� # ,'F it •k •l('iE # •Yr •li• �c
Fuad Fill
ill
TEMPLATE
TEMPLATE DATA :
Beginning Elevation = 53..4
Beginning Station = +80
+80 to 1+30
D/3CL 180\4
0.00000
ft /ft
1+30 to 2+80
D/3CL 180\4
-.00250
ft /ft
2+80 to 3+15
D/3CLi80\4
0.00000
ft/ft
NUMBER 1
ifTION
Centerline Station +80
RIGINAL DATA:
3,00.0 / 48.4 400.0 / 46.3
500.0 / 47.0
600.0 / 47.6
TION NUMBER 2
Centerline Station 1+00
RIGINAL DATA:
300.0 / 48.5 400.0 / 46.0
500.0./ 47.8
600. 0 / 47. 6
S�TION NUMBER 3
Centerline Station 1+30
RIGINAL DATA:
300.0 / 48.6 400.0 / 46.6
500.0 / 48.3
600.0 / 47.6
StTION
NUMBER 4
Centerline Station 2+00
1RIGINAL DATA:
300. 0 / 49. 7 400.0 / 49.E
500.0 / 49.6
600.0 / 47.6
SIT
I ON NUMBER 5
Centerline Station 2+80

Pit F=i ] l (continued) 08/1 /9/
W
GINAL DATA:
0.0 / 50.0 400.0 50.0 500.0 / 49.8 600.0 / 48.5
S11T I ON NUMBER 6
Centerline Station 3400
11RIGINAL DATA:
300.0 / 50.1 400.0 / 50.2 500.0 / 49.8 600.0 / 48.7
G T I DN NUMBER 7
Center line Station !+n_-,
-
11R I G T NAL DATA:
200.0 / 50.1 400.0 / 50.2 50 0.0 0 / 49.8 600.0 / 48.a
1
1
1
1
1
1
1
1
1
1
page 2

_ui-•kt.rp. 4�
US Departinent
of
Agriculture
'
Soil
Conservation
Service
'
PLANNED
QUANTITY CALCULATIONS
eprepared
for
G Gt
R FarMEs
in
'
Sampaon County,
North Carolina
Be--aigner
Glenn
Clifton
-
C1)eCk
r
Date
08111,197
Date
Job Number 995
k 'lF k k fi k
k it k k k ![ it 1t it k ft i4 k x tt X R !t
x R k K tE 1F k t R
it 1t k k!k k ik 1t ft !! R R R R it !! V
R X It * k fE k k k
k k k k it tt 1F k R
R A It iE it $t R it !r ft k
IPad
Fill
I ** EXCAVATION
I **
FILL
P
Ath
Left Right
Off -CL
I CL
Dist I Area
Volume
I Area
Volume
SS SS
(ft)
I Ste
(ft) I (SgFt)
(Cu.Yde)
I (SgFt)
(Cu.Yda)
110
3:1 4:1
350.0
I
1 0*80
I
1 0.0
I
1 1320.3
I
20 1
0.0
1
961.2
180
3:1 4:1
350.0
1 1*00
1 0.0
1 1275.0
1
30 1
0.0
1
2320.5
ISO
3:1 4:1
350.0
1 1*30
1 0.0
1 1171.8
1
70 1
0.0
1
4818.4
0
3:1 4:1
350.0
1 2+00
1 0.0
1 755.1
to
1
80 1
0.0
1
6837.3
3:1 4:1
350.0
1 2*80
1 0.0
1 607.6
1
20 1
0.0
1
7279.2
r0
3:1 4:1
350.0
1 3*00
1 0.0
1 585.6
1
15 1
0.0
1
7604.2
180
3:1 4:1
350.0
1 3+15
1 0.0
1 584.6
1
1
.
1

1.J. :.... ill- 0-'1"ilI I'li::ly l 'Ji" I iC)SC.I. i_..0 l,_ I UC�i-
WitUY'LyI Rf--SQk-U'CC_, h_,!'iirS C`1 Vt,itjo11 SCY'V]C..r Rev. 6
IE:,-iR7'I1W(--JP11, COMPUTATION
'
NAME: G & I-3 FARM
SETTLED TOP, DIKE ELEVATION 53. 0
11
t
1
1. Double Volume of Fill =
'!2. Volume of fill (line 1/27) -
3. Allowance for settlement(5%)
4. Total Cubic Yds ( +• 3) ) =
' Computed by: �, �G�,w. COV
Date: 08/11/97
Checked by:
-----------------------
822-00 142979
71489.3 Cu. Ft.
2647.8 Cu. Yd.
132.4 Cu. Yd.
2780.1 Cu. Yd.
TYPE EARTHWORK:
); Dike
_,,:1_ SS
_ 12' Top:
Excav:
Pad
STATION
ELEV.
FILL
END AREA
SUM OF
DISTANCE
DOUBLE
'
GROUND
HEIGHT
(Sq. Ft.)
END AREAS
(feet)
VOLUME
0
5J. 0
0.0
0.00
- -----
_
0
47..
EI. 8
17 0. :5 c_
17 0 - 5`
E0. 00
4 i 0
'
'a6
47.0
k,.0
180.00
3510. 52
1C'.00
50,0a
921
•ar..;
4
1: .72-
306e.
17]7x,
49. 8
69. 2
1�;�: 314
100.00
11) 5
Li`-fL
r•c
7
`1
54. -•7
1 c j7)
1.Vh. V,cy
1 - Ci7
2.113
57. 12,
1 11.39
46. 00
51-24
444
49.7
3.3
72.27
129.
100.00
129 379
544
48.3
4.7
122.67
194.94
100.00
19494
'
560
48.3
4.7
122.67
245.34
16.00
3925
666
49.4
3. 6
82.08
204.75
106. 00
21704
766
822
50.1
50.1
2.9
2.9
60.03
60.03
142.11
120.0E
100.00
56.00
14211
672-3
11
t
1
1. Double Volume of Fill =
'!2. Volume of fill (line 1/27) -
3. Allowance for settlement(5%)
4. Total Cubic Yds ( +• 3) ) =
' Computed by: �, �G�,w. COV
Date: 08/11/97
Checked by:
-----------------------
822-00 142979
71489.3 Cu. Ft.
2647.8 Cu. Yd.
132.4 Cu. Yd.
2780.1 Cu. Yd.

' WASTE UTILIZATION PLAN
----------------------
' producer -----:Gene West County:Sampson
Fame of Farm -:U & k Harms
Location -----:P. O. 13ox 5:32
e Newton Grove NC 28366
Phone --------:910-567-5319
Type Operation -------=_=^'-:Feed-Fin
Number of Animal ----------- : 6890
Storage Structure :Anaerobic Lagoon
Method of application ------- :Irrigation
' Amount of waste produced per year---------------: 1:3091 tons/year
Amount of plant available N (PAN) produced/year-: 1584-/ 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 tae use
to reduce the amount of commercial fertilizer required for Lne
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.
ISeveral factors are important in 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 UwW
regulations.
5. Wind conditions should also be considered to avoild drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production and
to reduce the potential for pollution, the waste should be
applied to a growing crop or applied not more than a0 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 application 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

gage L
' plant analysis made, which could allow additional waste to be
applied. Provisions shall be made for the area receiving waste Lo
be flexible so as to accommodate changing waste analysis content
e 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:
1
1
t
'tract
Field
Soil
Crop
Yield
Lbs. N
Acres
Lbs. N
Month to
No.
No.
Type
Code
/Acre
/Unit
Used
Apply
:3488
1
NoA
F
700
0.12
10.9
916
APRIL -AUL,
:3488
1
NoA
WA
N/A
100.00
*
10.9
1090
S-APHIL
3488
2
GOA
F
700
0.12
2.6
218
APHiL-AUts
3488
L
GOA
WA
N/A
100.00
*
2.6
260
S-AVRIL
9038
1
GOA
F
700
0.12
1.8
151
APRIL-AUts
90:38
1
GOR
WA
N/A
100.00
*
1.8
180
S -APRIL
90:38
2
VOA
F
700
0. 1:e
0.1
is
APRIL -HUB
9038
2
GOA
WA
N/A
100.0f0
*
0.1
10
5-AYK11,
9038
3
NoA
F
700
0.12
2.1
185
APHIL-AUU
9038
:3
NoA
WA
N/A
100.00
*
2.2
220
6-APM1L
90315
4
GOA
B
5.5
50.00
11.4
:31:35
MAR-Uk.;.l
9038
4
GOA
L
N/A
50.00
*
11.4
57(6
6 -APRIL
9038
5
GOA
B
5.5
50.00
11.6
3190
MAR -OCT
9038
5
GOA
L
N/A
50.00
*
11.6
580
S-APKxL
9039
1
NoP1
F
700
0.12
5.8
467
APRIL-AUU
9039
1
NoA
WA
N/A
100.00
*
5.8
580
S -APRIL
9040
1
NoA
F
700
0.12
3.9
328
APRIL -AUG
9040
1
NoA
WA
N/A
100.00
*
3.9
390
S -APRIL
9041
1
NoA
F
700
0.12
4.1
344
APRIL-AUU
9041
1
NoA
WA
N/A
100.00
*
4.1
410
.5 -APRIL
9042
1
NoA
F
700
0.12
9.2
773
APRIL -AUG
9042
1
NOA
WA
N/A
100.00
*
9.2
920
S-APHI.L
9042
1
Ka
F
450
0.12
7.6
410
APRIL -AUG
9042
2
Ra
WA
N/A
100.00
*
7.6
760
S -APRIL
Total
71.1
1611b
Availabie
Nitrogen
(includes commercial)
lbb41
Surplus Or
Deficit
-2b9
Crop codes; Crop -unit
A=Barley-bu.
B=bermudagrasscgraze)-tons
C=Bermudagrass(hay)-tons
D=Corn(grain)-bu.
E=Corn(silage)-tons
F=Cotton-lbs. lint
G=Fescue(graze)-tons
H=Fescue(hay)-tons
I=Oats-bu.
J=Rye-bu.
K=Small grain(graze) -acre
L=Small grain(hay)-acre
M=Sorghum(grain)-cwt.
W=Wheat-bu.
Y=Fescue(pasture)-tans
WA=Winter Annuals -acre
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.

' 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 anaiur
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 to let small grain to reach maturity, 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 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 time small grain is planted in the tall.
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.
J
1
1
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 taoles are considered to be the usable acres
excluding required buffers , filter 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 provision 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 2480 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years,, you will have approximately
12402 lbs. of PAN to utilize. assuming you apply this PRN to
hybrid bermudagrass hayland at the rate of $(Ofd lbs. of nitrogen
per acre, you will need 41 acres of land. it you apply the
sludge to corn at the rate of 125 lbs. of nitrogen per acre, you
will need yy acres of land. Please be aware that these are
only estimates of the IRAN and land needed. Actual requirements
could vary by 25% depending on your sludge waste analysis, soil
types, realistic yields, and application methods.

t
1
t
}gage 4
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 of the soil at the time of irrigation nor
should the plant available nitrogen applied exceed the nitrogen
needs of the crop.
' if surface irrigation is the method of land application for LnAS
plan, it is the responsibility of the producer and irrigation
designer to ensure that an irrigation system is installed to
properly irrigate the acres shown in tables. Failure to apply the
recommended rates and amounts of nitrogen shown in the table may
make this plan invalid.
' The following table is provided as a guide for establishing
application rates and amounts.
t
1
Tract
Field
Soil
Crop
Applic
Applic
No.
No.
Type
Rate
Amount
(in/hr)
(inches)
3486=
_=I
-NOA
Co
.4a _=4a==
2.15=_
3�0
le
1NoA
Z
GDA
WA
.40
2.1
3488
GOA
WA
4
z.15
jo38
1
CoA
co
.40
.2•15
9o38
1
-►o A
--wA
A, Is
9038
2
C-11DA
C0
.40
.2.I5
903�_
a
60A
WA
.40
17.15
9038
3
WA
4o
2.45
MPAi
30
4
C a A
c 3
'°-
:
_
908
4
0A
5Ca
a
So
s
GDA
c
i.3o
9038
,SJ
1.30
90:193
1
1.,6A
N�
_
W14
�40
2. iS
40q.6^
a ..�
lVeA
Co
, ` 0
.Z I S -
,)o4a
i
NOA
WA
•40
a.1S
cw
.*0
i
N e
IVOA
A
S
�ofZ
pop
Ge
go�2
1
NoA
WA
—PA
Gc
X35
Z.35
ga4Z.
Z.
wA
•35
2.3i
This is the maximum application
assuming the amount of nitrogen
applied. In many situations the
applied because of the nitrogen
application amount shown can be
conditions.
amount allowed for the soil
allowed for the crop is not over
application amount shown cannot be
limitation. The maximum
applied under optimum soil

1
Page 5
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 waste applicator to
ensure that the spreader equipment is operated properly to apply
the correct rates to the acres 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 receive the waste
analysis report for assistance in determining the amount of waste
per acre and the proper application rate prior to applying the
waste.
' NARRATIVE OF OPERATION
1
1
1
�I

I
Page b
I
WAS*rE UTILIZATION PLAN AGREEMENT
aName of Farm: G & R Farms
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
' approved animal waste utilization plan for the farm named above. 1
(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 (NCDWQ) 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, •L4 -
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: Gene West
(Please print)
Signature: 6Date:
Name of Manager(If different from owner) :
'
Signature: Date:
' Name of Person Preparing Plan: G. Glenn Clifton
(Please print:)
' Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P O Box 438
' Clinton NC 28329
' Signature: �. ogir..,- - - - Date: Yjb 9_9

-f 7

11
1
North Carolina Agricultural Extension Service
Agri -Waste Management
gloloaical and -AQricultural Ena'neerina Orth Carolina University
LIVESTOCK WASTE SAMPLING, ANALYSIS AND CALCULATION
OF LAND APPLICATION RATES
James C. Barker
I. SAMPLE COLLECTION '
A. Semi -Solid Lot Manure
i. Scraped directly from lot into spreader
a. From loaded spreader, collect about 2 lbs of
manure from different locations using nonmetallic
collectors.
ii. From storage
a. Collect about 2 lbs of manure from under the surface
crust avoiding bedding materials and using nonmetallic
collectors.
B.. Liquid Manure Slurry
i. Under -slotted -floor pit
a. Extend a 1/2" nonmetallic conduit open on bot:z
ends into manure to pit floor.
b. Seal upper end of conduit (e.g., by placing a
thumb over end of conduit) trapping manure that
has entered lower end, remove and empty slurry
into plastic budket or nonmetallic -container.
C. Take subsamples from 5 or more locations or at
least 1 quart.
d. Mix and add about 3/4 pint to nonmetallic sample
container.
ii. Exterior storage basin or tank
a. Make sure manure has been well mixed with a liquid
manure chopper -agitator pump or propeller agitator.
b. Take subsample from about 5 pit locations, from
agitator pump or from manure spreader and place in a
plastic bucket.
' *Professor and Extension Specialist, Biological and Agricultural
Engineering Department, North Carolina State University, Raleigh, NC

1
System Calibration
Ihformation presented in manufacturer's charts are based on average operation
conditions with relatively neer equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
Pump wear tends to reduce operating pressure and flow. With continued use,
' nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter. —
1
1
1
`r'cu ;hOL!ld be Lware that operating the sys`,ern differently than assume . m t;�e
design will aitei- the application rate, a,iame=.et of coverage, and subseauently the
application uniformity. For examp,e, operating the systern with excessive i1ressure
res,jits in -,mailer droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization_of-m' airilines.wiil reduce operating pressure_ Operating
below design pressure greatly reduces the coverage diaineter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scare from which to read the application amount
without having to perform additional calculations. However, pans; plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily.trans€erred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction of
pull. Set out collection containers 25 feet apart along the transect on both sides of
. gun." You should.comppte the average application -rate -for -all.. -
.the.: :...
nonuniformity of the application. - On a windless"day; variation. between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
`Reprinted for Certification Training for Operations of Anima! Waste Management Systems Manual

1
t
/ United States
ll �� Department of
Agriculture
Natural
Resources
Conservation
Service
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAN[E r r k := ri m LOCATION } o t M +G E N o r- I[aSi.J
F,7� f_fL.:7 •1G�nv� Hwy D J4wjy 13 pN --
�yL.ri'ic•.• /IC ip-2(`( �C_!f-"R 77r IQ
TELEPHONE - � - � :,, � SIZE OPE�iTION 1 `! 70 Fl ( - F J •i
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER FT.
DISTANCE FROM NEAREST PUBLIC FACILITY (schwL church, cm) FT.
IS SITE WTIHN 100 -YEAR FLOOD PLAW?
YES NO ✓
Ifyes, MRCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE^ PERENNIAL STREAM?
YES ✓ NO
If no, site must be relocated.
_
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A MUNICIPALTTY7
YES _ NO ✓
If yes, landowner should consult with local zoning board about required
permits. Permits must be obtained prior to design approval.
ARE UTILITIES IN CONSTRUCTION AREA?
YES _ NO
If yes, see Part 503 of the National Engineering Manual and follow policy.
(Copies of maps or other reference materials may be attached to site
NC -CPA -17
REV. 1, 2-96
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND? YES NO
If yes, producer must complete Form NRCS-CPA 38 (Request for Certified
Wetland Determination/Delineation).
WILL ACTION RESULT IN SWAMPBUSTING7 YES _ NO
IF WETLANDS ARE INVOLVED, IT IS THS RESPONSIBILITY OF THE PRODUCER TO CONTACT THE US ARMY CORP OF
ENGINEERS AND THE DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF PERMITS ARE REQUIRED.
IF WETLANDS ARE INVOLVED, THE PRODUCER SHOULD NOT CLEAR ANY LAND UNTIL. A WE`nAND DEL124EATION
IS MADE
MRCS will provide technical assistance in wetlands only under the following conditions. For natural wetland
Inclusions less than one acre in size, MRCS will provide assistance only if the functions and values lost are fully
Mitigated. For natural wetlands greater thin one acre in size, MRCS will provide assistance only after a
rigorous sequencing process to include avoidance, minimization of impacts, and compensatory mitigation is
carried out in that order of preference.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WMT PRODUCER:
• PREDOMINANT WIND DIRECTION? YES NO
• PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST 1/2 YES ✓ NO
OF THE CAPACrM
• USING GOOD SOUND JUDGMENT IN CND APPLICATION YES NO
OF WASTE?

NC -CPA -17
REV. 1. 2-96
Page 2
OTHER ENVIRONMENTAL FACTORS T
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT?
YES t
NO ✓
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING AREA OR
YES ✓
NO
WILL PLANNED AC ONS U.1 PACT ON AN ADJACENT NATURAL SCENIC AREA?
YES
NO ✓
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE PLANNED AREA?
YES ^
NO ✓
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY L4tPORTANT F.AR.!TLANDS LYTHE
YES _
NO ✓
OPERATING UNTT7
IF CLAY ISNOT AVAMABLE ON SPIT, DOES LANDOWNER HAVE
WILL THE ACTION RESULT IN SODBUSTING?
YES _
NO �r
If the answer to any of the above is yes, NRCS will not provide technical
IS A CORE TRENCH REQUIRED?
assistance unless meencv policv is followed.
NO ✓
(Attach soil investigation sheet to site evaluation.)
WASTE MANAGENMXT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY ALL. WASTE YES ✓ NO _
INCLUDING SLUDGE, ALTHOUGH SLUDGE MAY ONLY BE APPLIED INFREQUENTLY?
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES NO
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON LAND YES _ NO _
ON WHICH TO APPLY WASTE?
(Attach Waste Utliization Pian to site evaluation.)
SOIL INV=GATIoN - vALID ONLY LF som IIYVESIYCATION
SHEET ATTACHED
IS SOI. SUITABLE FOR LAGOON?
YES ✓
NO
IS A LUIER RF,QUMED?
YES ✓
NO
TYPE OF LINER TO BE USED:
CLAY ✓ BENTONITE SYNTHETIC
IF CLAY LINER IS TO BE USED. IS SUITABLE CLAY AVAMABLE ON
YES `�
NO
SITE'!
IF CLAY ISNOT AVAMABLE ON SPIT, DOES LANDOWNER HAVE
YES
NO
ACCESS TO CLAY?
_
IS A CORE TRENCH REQUIRED?
YES _
NO ✓
(Attach soil investigation sheet to site evaluation.)
IS SUBSURFACE DRAIN TILE PRFSENT7
YES _
NOV
Of M the must be removed or plugged)
SITE APPROVED YES ✓ NO CONDITIONAL,
COQ
THIS SITE INVESTIGATION IS VALID FOR TWELVE MONTHS FROM THE DATE SHOWN BELOW. IF CONSTRUCTION
HAS NOT BEEN STARTED WIiHiN TWELVE MONTHS, ANEW SITE INVESTIGATION WILL BE REQUIRED. !�
SIGNATURE DATE WZ9,120
Y Changes in the local or state law or changes is the standard could require a new site investigation.

M M M M M rM■ir M M M====== M o i
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PS Form 3811, Decalinber 1994
Domestic Return Receip'
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PS Form 3811, December 1994. ' Domestic Return. = e
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PS Form 3811, December 1994 Domestic Return,
PS Form 3811, December 1994. ' Domestic Return. = e
SENDER:
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■Complete items I and/or 2 for addition§ services.
I also wish :o receive '-
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+Camplete items 3, aa, and ab,
following services :t - ='
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•Print your name and address on trio reverse or this form so that we can relum Ihis
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• Print your name and address on the reverse of this form so that we can return this
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extra fee};
card to you.
• lttte form to the kortt of the mellpieca, or an the beat H space does ria
1permit.. ❑ Addressee's Address
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•Attach this form to the pont of the mailoioce, or on the back it space does net
perrrt(t:
1. ❑ Addressee's Address
Receipt Requested' on the mai{pieca bei the article number.
2. ❑ Restrtcted Delivery
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■writs'Aetum Receipt Requested* on the ma loieco below the article number.
■The Relum Receipt will show to whom the arliele was delivered and the date
2. ❑ Restricted Delivery
.Write'Rarum
The Retum Receipt will show to whom the article was delivered and the date
delivered.
Consult for fee.
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delivered,
Consult postmaster far tae.
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❑ Express Mail ❑ Insures
'Ocie AaaresseG to:
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8. Signature: (Addressee or Ager
PS Fol"M3811, December 1994
4a. Article Number
SENDER -
Complete items 1 and/or 2 for adds ie not services.
0 3'
I also wish to receive the
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4 Service Type
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[Registered ❑ Certified
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permit.
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4b. Service Type
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and tea is paid)
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Domestic Return Receipt I PS Form
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11, becemb/er 1994
4a. Article Number
41;. Service Type
[� Registered G Cartifiec
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(:1 Retum Receipt for Merchandise!'1_ COD
Delivery �
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~•Domestic Rettrm-
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SENDER -
Complete items 1 and/or 2 for adds ie not services.
I also wish to receive the
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•Complete items 3. 4a, and 4b,
following services I1c, an
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■Print your name and address on the reverse of this farm so that we can return this
extra tee}:
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Card to you.
■Attach this larm to the front of Ithe mailpioce. or on the pack it space does not
t. C1 Addressee's Address
9
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permit.
■ Write'Refum Receipt Requested' on the Mailoiece below the article number.
2. C3 Restricted Delivery
■The Return Receipt wit! show 10 whom the article was delivered and the date
z
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Consult postmasue: -.r tee.
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3. Article Addressed to:
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PS Form 3811, December 1994 Domestic Return Receip

lii� �■11 r• it r rw- r ,r r. .r � r r r r r� r
Swine Farm- Waste Management Odor Control Checkiist
Source Cause ,l3MPs to Minimize Odor r Site Specific Practices
Farmstead • Swine production Vegetative or'woodcd buffers;
t Recommended best management practices;
[9`4 Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals 'W Dry' floors
Floor surfaces • Wet manure -covered floors W Slotted floors;
i' Walcrers. iodated over slotted floors;
Cr Feeders at high end of solid floors;
IT Scrape manure buildup from floors;
❑ Underfloor vchtilallon for drying
Manure collection pits
• Urine;
0' Frequent manure removal by !lush, pit rccharge,
`.
• Partial microbial decomposition
or scrape;
121""Underfloor ventilation
Ventilatlon exhaust fans
- Volatile gases;
3"Fan inninlenance;
Dust
O Efflelent Or movement .
Indoor surfaces
Dust
Y Waslidown bctwccn groups of animals;
Feed additives;
ceder covers;
Q' Feed delivery downspout extenders to feeder
covers -
Flush tanks -
• Agitation of recycled lagoon
O Flush lank covers; `
liquid while tanks are filling
❑ Extend Fill lines to near bottom of tanks with
anti -siphon vents
tation during wastewatcr a Underfloor flush with underfloor ventilation
conveyance
Fit recharge points Agitation of recycled lagoon 1911. Extend recharge litres to near bottom of pits
liquid while pits are.filling . with anti -siphon vcnls
Lift stations * Agitation during sump tank 0 Sump tank covers '
Eilling.and drawdown
Outside -drain collection • Agitation during wastewater ❑ Box covers
or junction boxes conveyance
AMOC -November H, 1996, Page 3

I� it r lr rr r I� it rr rr, r I� .r� lr r r rar lir lir
Source Cause BMPs to Minimize Oddr Site Specinc Practices
End of drainpipes at • Agitation during wastewater Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon' surfaces • Volatile gas emissions; Proper lagoon liquid capacity;
Biological mixing; Or Correct lagoon startup procedures;
• Agitation G"'Minimum surface area -to -volume ratio;
O""Minimum agitation when,pumping;
O Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler • High pressure agitation; Irrigate on dry day; with little or no wind;
nozzles • Wind drift 13' Minimum recommcnded operating pressure;.,
a",Pump Intake near lagoon liquid surface;
❑' Pump from second -stage lagoon
Storage tank or- assn Partial microbial decomposition; Cl. Bottom'or midlovel loading;
surface . Mixing while filling; Q Tank covers;
• Agitation when emptying ❑ Basin surrace.mats ofsolids;
❑ Proven biological addlilves or oxldants
Settling.basin surface • Partial microbial decomposition; ❑ Extend drairtpipcoutlets undcrneatlt liquid
• Mixing while filling; . level;
• Agitation when emptying ❑ Remove settled solids regularly
Manure, slurry or sludge • Agitation when spreading; ❑ Soil Injection ofs1diry/sludges;
spreader outlets . Volatile gas emissions ❑ Wash residual.manure from spreader atter use;
❑ Proven biological additives or oxidants
Uncovered manure, Volatile gas emissions while ❑ -Soil injection orslurry/sludges
slurry or sludge on field drying ❑ Soil incorporai.loh within 48 1ors.;
surfaces.
❑ Spread in thin uniform layers for rapid drying;
❑ Proven biological additives or oxidants
Dead'animals • Carcass decomposition 1'roper disposillott orcurcasses
Dead animal disposal • Carcass decomposition ❑ Compicte covering or. carcasses is burlal pits;
pits O Proper localion/construction of pits
In, Incomplete combustion .❑ ,Sccundary stack burners
AMOC -November 11, 1996, Page 4

Source Cause BMPs to'Minlmize Odor Site Specilec Practices
Standing water around • Improper drainage; Grade and landscape such that water drains
facilities a Microbial decomposition of away from facilities
organic matter
Mum backed onto • Poorly malnlalned,accesa roads Farm access road maintenance
public roads from farm
access
Additional Information : Available From :
Swine Manure Management ; 0200 Rule/BMP Packet NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Shcdt NCSU - DAE
Swine Production Facility Manure Management Pit Recharge - Lagoon Treatment ; EBAE 128-88 NCSU - BAE
Swine Production Facility Manure Management;.Underfloor flush - Lagoon Treatment-; EBAE 129-88 NCSU -BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU - BAE
Calibration of Manure and Wastewater Application Equipment ; EBAE Fact Sheet NCSU - BAE
Controlling. Odors from Swine Buildings; PIH -33 NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management. Odors and Flies; ; PRO107, 1995 Conference Proccedinp F lurida Cooperative L'•xtcnsion
AMOC - November 11, 1996, Page 5

i■■� �r r I. �■■� r. r r r r� r rr r r�� r r
Insect Control Checklist for Animal Operations
Sullrcc Cruise 1if111's Io Control Insects Silc Sl)ccific I'raclires
L,igidd S)'slems
Flusl► 61111Cls Accunitlliltion ol'sulids Flush syslem is dcslgnctl and operaled
sllfficiclllly it) rCmo1'C aCCIIIIIUk IIW SU1415 f-0111
C3,xfullers as designed.
Remove bridging or acummiatcd solids at
d iscll arl:c
L;►guoils and fits crusled Solids (V Mafillain lagoons, scllling bi1s►Ils and p115 whole
hest brectling is ad,parent Io minimize the
crusting or solids to a depth or no more than 6 -
8 inches over more than 30% of surfaca.
i;sccssivc vewtot►ve Decaying vCgclalitln Maintain vegetative conlrul along hanks or
Gro++lh lagoons anti other impoundments in prevent
ilcclunllliII. ion ordccaying vegclalivc 111illlcr
along water's edge ol► impoundnicnl's per•inlc(cr.
_
Dry Syslems
feeders l'CCII Sl)illIgC Er Design, operate and mainlain recd sysicrns (e.g.,
bunkers anti Iruughs) to minimise the
/accumndation ordec;lying wastage.
P Clcan up spilhgc on a rouliiic basis (e.g., 7 - 10
clay inicrval during summer; 15-30 day interval
luring lvintcr).
Decd Sturagc + Accumulations o!• recd icsiducs Gr Reduce moisture accumulation wilhin and
around imm edialc perimeter of fccd sloragc
areas by insuring drainage away front site
and/or providing adctlrlalc contaitimenl (e.g.,
covered bin for brewer's grain and similar high
moisture grain producls).
l lnspccl for ,and remove or break toll accomidalctl
solids in filter strips around fccd storage as
uecdCd.
AMIC - November 11. 1996, rage I

MorWity Management Methods
(check which method(s) are being implemented)
❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
U'/ Rendering at a rendering plant licensed under G.S. 106-168.7
❑ Complete incineration
❑ in the case of dead poultry only, placing in a disposal pit of a size and design
approN-ed by the Department of Agriculture
❑ Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 18, 1996

IRRIGATION
r DESIGN
� CERTIFICATION
FOR
GENE WEST
6890 Feeder to Fxrush
January 6, 1998
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
MRCS, DEM, and all other State and Local Regulations
to the best of my 1`ed"e,agd belief.
.[ ° b
M. Floyd Adams, �9 v Date
License. No. I EZ73 '•�
���tlill:l:lSti'•

IRRIGATION SYSTEM DESIGN PARAMETERS
Land Owner/Operator Name: Gene West
Address: P.O. Box 532
Newton Grove, NC 28366
Telephone: [phone]
TABLE 1 -'Field Specifications (1)
Date: 06 -Jan -98
County: -Sampson
Field
Number (2)
Approximate
Maximum
Usable Size
of Field (3)
(Acres)
I
Soil Type I
Slope
(%)
Crop(s)
Maximum
Application'
Rate (4)
(in / hr)
Maximum
Application
per Irrigation
Cycle (4)
(inches) Comments
3488 - 1
10.9
NcA 1
1 -2
Cotton, Winter Annuals
0.4
0.5
3488-2
2.6
GoA j
1 -2
Cotton, Winter Annuals
0.4
0.5
9038-1
1.8
GoA
1 -2
Cotton, Winter Annuals
0.4
0.5
9038-2 ..
0.1
GoA i
1 -2
Cotton, Winter Annuals
0.4
0.5
9038-3
2.2
NoA
1 -2
Cotton, Winter Annuals
0.4
0.5
9038-4
11,4
GoA
1 -2
Hybrid Bermudagrass, Small Grain Overseeded)
0.4
0.5
9038-5
11.6
_ GoA
1 _2
Hybrid_ Bermudagrass, Small Grain (Overseeded)
0.5
0.5_
9039-1
_
5.8
NoA
1 -2
Cotton, Winter Annuals
0.4
0.5
9040-1
3.9
NoA
1 -2
Cotton, Winter Annuals
0.4
0.5
9041 -1
4.1 1NoA
1 -2
Cotton, Winter Annuals
0.4
0.5
9042-1
9.2
NoA
1 -2
Cotton, Winter Annuals
0.4
0.5
9042-2
7.6
Ra
E o- 1
Cotton, Winter Annuals
0.35
0.5
I
s
-
f
Total =
71.1
(1) Table to be completed in its entirety by Field Office personnel and forwarded to the irrigation system designer.
(2) See attached map provided by the Field Office for field location(s),
(3) Total field acreage minus required buffer areas.
(4) Refer to N.C. Irrigation Guide, Field Office Technical Guide, Section I S G. Annual application must not exceed the agronomic rates for the soil and crop used.

Date: 06 -Jan -98
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of Equipment.
Amadas Reels B1025 G4 w/ 4'hp
Cas Engine; Nelson
100R; Berkely Pump B2EPBL;
Marathon Electric Motor YL 286TTDR7018EP W (3 Phase)
I -
Zones (2)
within
Fields t
'I
Travel
Speed
fl 1 min
Application
Rate
n 1 hrt
TRAVEL LANE
Wetted
Diameter
feet
Flow
Rate
m
Nozzle
Diameter
inches
EQUIPMENT SETTINGS
Operating Operating
Pressure Pressure Arc
Gun(psi) Reel(psi) Pattern 3
Wetted
Acres
Comments
See irrigation Layout for Details,
Effective I Eflective
Width (ft) ! Lenci {Itl
Hours per
Pull
1A
0.00
0.44
180 i
0 I
1.1
260
125
0.86
60
97
230;
0.34
Stations Location
16
2.97
0.37
180
330
1.8
260
125
0.86
60
97
270.'
1.36
I 2
2,97
0.37
180
440
2.4
260
125
0.86
60
97
270
1.82
3
2.97
- 0.37
180
510
2.8
260
125
0.86
60
97
270
2.11
4
2.97
0.37
180
540
3.0
260
125
0:86
60
97
270
2.23
5
2.97
0.37
180
560
3.1
260
125
0.86
60
97
270
2.31
6A
3.35
0.44
90
660
3.4
255
94
0.71
80
104
180
1.36
613
3.35
0.44 '.
90
760
3.9
255
94
0,71
80
104
180
1.57
7
2.97
0.37
180
880
4.9
260
125
0.86
6D
97
270
3.64
8
2.971
0.37
180
700
3.9
260
125
0.86
60
97
270
2.89
11
1, 9
2.97
0.37
180
710
4.0
260
125
0.66
60
97
270
2.93
10
2.97
0.37
180
690
3.8
260
125
0.86
60
97
270
2.85
11
2.97
0.37
180 1
600
3.8
260
125
0.86
60
97
270
2.81
i 12
2.97
037 160 I_
5_50 _
I 3.1
I 260
125
0.86
60
97
270
2.02
Must Not Spray in Well Buffer
2.97
0.37
180 _
G50
3.6
260
125
0.86
60
97
270
269
Must Not Spray in Pond or Buffer
i13A
i 13B
3.35
0.44
90
630
I 3.2
255
94
0.71
80
104
180
1.30
I� 14A
2.97
0.37
180
9"5
5.1
260
125
0.86
60
97
270
3.78
148
2,97
0.37
180
620
3.5
260
125
0.86.
60
1 97
270
2.56
15A
2.97
0.37
180
915
5.1
260 1
125
0.86
` 60
97
270
3.78
15B
3.35
0.44
160
610
3.1
255
94
0.71
80
104
180
2,24.
16
2.97
0.37
180
260
1.4
260
125
0.86
60
97
270
1.07
17
2.97
0.37
180
380
2.1
260
125
0.86
60
97
270
1.57
18A
2.97
0.37
180
420
2.3
260
125
0.86
60
97
270
1.74
Must Not Spray in Pond or Buffer
18B
2.97
0.37
1 BO
310
1.7
260
125
0.86
60
97
270
1.28
19
2.97
10.37
180
850
4.7
260
125
0.86
60
97
270
3.51
20
2.97
1 0.37
180
850
4.7
260
125
0.86
60
97
270
3.51
21A
3.35
0.44
90
4 102.2
255
94
0.71
80
104
180
0.85
Must Not Spray in Properly,Buffer
21 B
2.24
0.29
180
500 _
3.4
255
94
0.71
80
104
270
2.07
Must Not Spray in Pmpeq Buffer '
I 21C
2.24
0.29
180
380
2.5
255
94
0.71
80
104
270
1.57
Must Not Spray in ProBuffer
21D
3.35
0.44
90
310
1,7
255
94
0.71
80
104
180
0.64 .'
Must Not Spm in Pra Buffer
22A
2.97
0.37
180
915
5.1
260
125
0.86
60
97
270
3.78
i 228
2.97
0.37
180
1 690
3.8
260
125
0.86
60
97
270
2.85
(f) See attached map provided by the Field Office for field Iecation(s). 71.03 = Total Eff. Wetted
(2) Show separate entries for each hydrant location in each field. Each entry is a separate zone. Acres
(3) Use the foitowing abbreviations for various arc patterns: F (full circle), TO (three quarters), 'TT (two thirds), H (half circle), T (one third), Q (one quarter).
May also use degree of arc in degrees.

i i ,� � •i i i li .i .i � .i .i .i i .i � .� .i
Date. 06 -Jan -98
TABLE 4 - Irrigation System Specifications
TABLE 5 - Thrust Block Specifications (1)
nPSlnn Pr may nrnvirin theist hinnk details nn sanarnta chPPt
LOCATION
------__- ---
Traveling
Irrigation Gun
Flow
Rate of Sprinkler m
250, 2 x 125
Max.
Operating Pressure at Pum si
133
Design
Precipitation Rate in/hr
0.29 - 0.44
Hose
Length ft
850
Type
of Speed Cam enstion
Mechanical
Pump
Type PTO, Engine, Electric
Electric
Pump
ower (lip)
33
2.67
Ground Entry 2)
0.86
TABLE 5 - Thrust Block Specifications (1)
nPSlnn Pr may nrnvirin theist hinnk details nn sanarnta chPPt
LOCATION
THRUST BLOCK AREA (sq. ft)
2" line
3" line
4" line
6" line
_ 90 Degree Bend
Dead End
0.651.39
2.30
4.92
0.46
0.98
1.60
3.48
Tee
0.46
0.98
1.60
3.48
45 Degree Bend
0.35
0.75
1.20
2.67
Ground Entry 2)
0.86
1.81
2.90'
6.40
(1) See USDA-NRCS Field Office Technical Guide, Section IV, Practice Code 430 -DD.
(2) It is recommended that Ground Entry blocking be approximately 25% to 33% more than
that required for 90 degree elbows.

� IRRIGATION COMPUTATIONS FOR:
Gene West
PRECIPITATI(? -RAIE_
1 -
PR = Precipitation Rate
Q = Flow Rate (gpm) 125
d = Diameter of Spray (ft 260
r = Radius 130
FORMUI A
x 180 ) x 360 / u
O5 -Jan -98
z
PR
= 96.3 x Q
1(3.1416 x
( 0.9 x r ) ) x 360 / u
S =
EXAMPLE
Z
PR
= 96.3 x 125
/ (3.1416 x
( 0.9 x 130 ) ) x 360 1 u
270
PR
= 0.28 x 360
1 u
PR
In I Hr. -Arc (u)
0.37 270
TRAVEL_ SPEEDS:
'
Design
Depth = 0.50
inch
S
= Traveler Speed
Q
= Flow Rate (gpm)
125
d
= Application Depth (in
0.5
W
= Lane Spacing (ft.)
180
1.605
Constant
'
FORMULA:
—
S=
1.605 x Q 1(
d x w) -
x 360 I u
x 180 ) x 360 / u
O5 -Jan -98
EXAMPLE
'
S =
1.605 x 125 / ( 0.5
S =
2.23 x 360 1 u
2.97
270
x 180 ) x 360 / u
O5 -Jan -98

'
FI = [0.2083 x (100/ 150 )1'852 x (
TOTAL
DYNAMIC
HEAD
Traveler Hose
Incl 5 psi other losses
(CALCULATIONS)
,t
Total Dynamic Head for the Com lete SY stem;
-- ---P --
1
Main TraveleL
FI
= Friction Loss
60
psi (from Chart)
'
Q
= Gallons per Minute
250
125
Main Line Loss=
D
= Pipe Size
4.00
2.50
10
L
= Length of Line
2230
850
'
c
= Pipe Coefficient
150
150
11
Total Dynamic Head =
136.92
psi
Head at Pump =
FORM LA•
psi
_ ,.H52 f-&52 4.8&56
FI = [0.2083 x (100 / c) x (Q /D ) x (L/100)] x 0.433
EXAMPLES for Friction Loss:
FI = [0.2083 x (1001 150 )' x ( 250 ,.as2 /
FI = 30.83 Main Line
05 -Jan -98
4 4. ) x ( 2230 1 100)] x. 0.433
FI = [0.2083 x (100/ 150 )1'852 x (
1251.852 / . 2.5,E ) x ( 850 1100)] x 0.433
FI = 32.04
37
Traveler Hose
Incl 5 psi other losses
,t
Total Dynamic Head for the Com lete SY stem;
-- ---P --
1
Traveler Oper- Press
60
psi (from Chart)
Traveler Hose Loss =
37
psi
'
Main Line Loss=
31
psi
Elevation w/in Field =
10
ft. 2.31 Ft- of water per
Suction Lift=
8
ft._ Lb. of Press.
'
Fitting Loss =
3
ft.
Total Dynamic Head =
136.92
psi
Head at Pump =
133.46
psi

A
A
1
1
1
1
1
1
1
1
1
1
1
1
1
1
BRAKE HORSEPOWER
(CALCULATIONS)
BHP = Brake Horse Power (hp)
Q = Flow (gpm) 250
TDH = Total Dynamic Head (ft) 316.3
EFF = Efficiency of Pump 60%
FORMULA:
BHP = Q x TDH 1 ( 3960 x EFF)
EXAMPLE
BHP = 250 x 316.3 1
BHP = 33.3 HP
05 -Jan -98
3960 x 60% )

05 -Jan -98
VELOCITY-
(CALCULATIONS)
ELOCITY:(CALCUL4TIONS)
There are two line. sizes. The 6" line coming. directly from the lagoons,
and 4" inch lines going to all the hydrants. The 6" line is needed .to
keep the velocity at the slower speed when running both reels at the
same time.
FORMULA:
2
V = Q x 0.408 / D
Main
V = Velocity (ft/sec)
Q = Flow Rate (gpm) 250
D = Diam. of Pipe (in) 6.00
2
Main V = 250. x 0.408 1 6
V = 2.83 ft / sec
For the 6 " Line; V= 2.83 ft I sec
4"
Lines
V = Velocity (ft/sec)
Q = Flow Rate (gpm) 125
D = Diam. of Pipe (in) 4.00
2
Main V = 125 x 0.408 ! 4
V = 3.19 ft/sec
For the 4 " Line, V = 3.19 ft / sec

06 -Jan -98
Narrative of Irrigation System Operation
According to the data furnished by the Owner(s) and the affiliated companies the following is an overall description of the system to
include procedures of operation such as start-up, shut -down, winterization,. and regular maintenance of the equipment,
This operation contains 40 buildings with a capacity of 6890 animals.
The annual plant available nitrogen (PAN) produced by this operation will be 45847 pounds.
This system is designed to effectively wet 71.0 acres of land. As usual, more land will be receiving water but is not counted as
total "wetted acres".
This system contains 850 LF of 6 inch and 5830 LF of 4 inch PVC (SDR 21) with. 22 hydrants.
There are 31 separate zones from these hydrants.
Care should be taken when starting the pump unit to allow all lines to fill slowly so as to allow the air to escape from the lines.
After this process, the motor rpm's should be slowly increased to obtain the desired system pressure. Failure to allow the entrapped
air to escape before increasing the motor speed may cause'damage to the system.
Shut down procedures should be the reverse of start-up. The operator should slowly decrease the motor speed to idle and then
shut it off.
All regular and seasonal maintenance should be performed according to manufacturer's recommendations.
Pumps and travelers should be drained prior to freezing temperatures.

05 -Jan -98
IRRIGATION SYSTEM DESIGNER
Name: M. Floyd Adams
Company: M, Floyd Adams, P.E.
Address: P,O. Box 1098, Kenansville, NC 28349
Phone: 910 - 296 - 1170 .
r
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1, A scale drawing of the proposed irrigailion system which includes hydrant locations, travel lanes, pipeline routes, thrust block locations and buffer areas
where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturers specifications for the irrigation pump, traveler and sprinkler(s),
7. Manufacturer's specifications for the irrigation pipe and/or USDA - NRCS standard for Irrigation Water Conveyance. N,C. Field Office Technical Guide,
Section IV, Practice Code 430 DD.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors
at a particular site and address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 75 feet wide or wider must be maintained between the limits of the irrigation system and all perennial streams and
waters of the state per DEHNR - DEM Code section 15A NCAC 2B.0'Z00 - Waste Not Discharged to Surface Waters.

CONCRETE THRUST BLOCKS:
(calculations)
Assumptions: 1) Thrust blocking design pressure is assumed to be 150 psi.
2) Soil bearing capacity is assumed to be 1500 pounds per square foot.
3) Refer to the attached Thrust Blocking sheet for multiplier.
For .6" PVC Pipe
90 deg elbow 49.2 x 150 7380/1500 -- 4.92 sq ft
45 deg elbow 26:7 x 150 w 4005/1500 = 2.67 sq ft
Tee/Dead end 34.8 x 150 = 5220/1500 = 3.48 sq ft
Ground Entry 63.98x 150 = 9594/1500 = 6.40 sq ft
For 4" PVC Pipe
90 deg el66w
45 deg elbow
Tee/Dead end
Ground Entry
For 3" PVC Pipe
90 deg elbow
45 deg elbow
Tee/Dead end
Ground Entry
For 2" PVC Pipe
90 deg elbow
45 deg elbow
Tee/Dead end
Ground Entry
23 x
150 =
3450/1500 —
12.4 x
150 =
1860/1500 —
16.2 x
150 =
2430/1500 =
28.8 - x
150 =
4320/1500
13.9 x 150 =
7.51 x 150 =
9.80 x 150 =
18.07x 150 =
2085/1500 =
1126.50/1500 =
147011`500
2710.50/1500
2.3 sq ft
1.2 sq ft
1.6 sq ft
2.9 sq ft
1.39 sq ft
.75 sq ft
.98 sq ft
1.81 sq ft
.6.45 x
150 —
968/1500 =
.65 sq ft
3.50 x
150 —
525/1500 =
.35 sq ft
4.56 x
150 =
684/1500 —
.46 sq ft
8.58 x
150 =
1287/1500 —
.86 sq ft

12-91
THRUSTBLOCKS3
Thrust blocking prevents main line from moving when the pressure load is applied. in ef-
fect, the thrust block transfers the load from the pipe to a wider load bearing surface. Thrust �.
hlocks are required where fittings are used to change the direction (i.e., at all ties, elbows, wyes,
Laps, valves, hydrants and reducers) of the pipeline. The thrust backing must be formed against
a solid trench wall and these fitting areas must be ekcavated by hand because mechanical
equipment will damage the bearing surface of the trench'wall.
,.
The size and type of thrust block depends on pipe size, line pressure, type of fitting, degree
of bend and type of soil. In most cases, the size and type
of thrust block will
be determined by
the engineer. Thrust block size may be calculated by the procedures shown:
'
STEP 1. Multiply the pipe pressure by the appropriate value shown in the following
table to get"pounds
thrust per psi working pressure.
Dead End
90'
45'
221/2 °
e or Tee
Elbow
Elbow
Elbow
294
4.16
2.25
1.15
4.56
r31/2
6.45
3.50
1.78
6.65
9.40
5.10
2.60
9.80
13.9
7.51
3.82
12.8. -
18.1
9.81
4.99
16.2
23A
12.4
6.31
5 24.7
35'.0
18.9
9.63
6 34.8
49.2
26.7
13.6
8 59.0
83.5
45.2
23.0
10.91.5
130.0
70.0
35.8
12 129.0
182.0
98.5
50.3
STEP 2. Determine the bearing strength of the soil from the table below:
STEP 3
Soils and. Safe Bearing Loads I Lbs._ Sq- Ft.
Sound Shale 10,000
Cemented Gravel and Sand
difficult to pick 4,000
Coarse and fine compact Sand 3,000
Medium Clay - Can be spaded 2,000
Soft Clay 1,000
Muck 0
Divide the total thrust obtained in Step 1 by the bearing strength of the soil; this gives
the square feet of area needed:
J
Certain Teed and Installation
Code 40-22-16H
5/1/75
2-15

1
1
1
1
1
1
I
00�
I
Figs -e -. sample of different orraige-rients for thrust blocks.

uu,v4,err ISUA 14:10 tAA yia NG, bbab riJi ai<aiu.�
.�yvvi
1
MANUFACTURER'S CERTIFICATION
GASKET— JOINT
PR200, PR1605 PRI 25 and PRI 00 PVC PIPE
This to to certify Kiat the products herein referred toand manufactured byNQATH AMERICAN PIPE CORPORAT70M
meet or exceed tires requirements of the pertimat standards and regulating agencies as kXk-ated
MATERIALS -PVC matey used in PR200, PR160, PR125, and PR1100 pipe, manufactured.by
NORTH AMERICAN PIPE CORPORATIOR comply with ASTM Standard 1.11784 and are approved by National
Sanitation Foundation for potable water use. Pipe is made from a virgin PVC compou nd with a coil classification of
12454-R the established hydrostat design -basis (HOB) rating is 4,000 psi at 73,4°F. {234C� The Standard
Thermoplastic Pipe Malorlal designation Code is PVC 1120_
PIPE--- Physical dimensions and tolerances of PR200. PR160, PR125 and PR100 pipe, manufactured by
NORTH AMERICAN PIPE CORPORATION, am -Within the requirements of ASTM Standard D-2241, Product
Standard PS -22-70 and the National Sanitalion Foundation Standard 14. Bened-end PR200. PR -160, PAI 25, and
PR100 pipe msda.forgasket joints by NORTH AMERICAN PIPE CORPORATION, meets the above specifications
including ASTM 0-3139. WNte is the standard color with blue optional.
' GASKETS AND LUBRICANTS'
USRICANTS ~ Gaskets and Lubricants are Compatible with the plastic
material in NORTH AME SICAN PIPE CORPORATION pipe and In combination with thein will not adversely affect
the potable qualities of the grater. Each gaskst is factory installed In bell -and pipe. Gaskets and 'pints meet�atl
requirements for performance as specified in ASTM D-31 39 and F-477. All NORTH AMERICAN PIPS= CORPORA-
TION gaskets are factory installed and have a steel reinforcing. ring. (Locked -in)
I I= NGS — Gasketedf'ttings, supplied by NORTH AMERICAN PIPE CORPORATION, -meet the require-
ments of ASTM Standards, 0.3139. Said fittings are approved by the Nalional-Saniiation Foundation for potable
' water and have working pressures of 200 PSI at 73.4'F unless otherMse rioted
3
MARKING —PR200, PR1 t3a, PR125, and PRI 00 pipe, are marked as prescribed In ASTM Standard
' 0-2241 La. nominal pipe size, type of pla3tiepipe material, pipe dimension ratio, pressure rating. ASTM specitrcalion
designation numt>er, manufacturees name and oode, and live National Sanitation Foundation seal for potable water-
IN
ater
1N PLANT TESTING Per ASTM 4.2241:
1. Pipe shall be homo9en©o us ttwoughout and free from vtsi ble cracks, holes, foreign inclusions, and other defects.
2. Y -fall Thickness. Outside Diameter. and Orality - Once per hour. Method: ASTM t}2122.
3.. QUICK WnST - Every eight hours Method: ASTM o- 1599,
' 4. FLATTENING - Every e$ght hours. Method: ASTM D-2241 5.5.
5. IMPACT- Every eight houm Melte ASTM D-2444.
5. EXTRUSION QUALfiY- Every eight hours. Method: ASTM D -2152-
T.
-21527. SUSTAINED PRESSURE - Twice per year. Method AST..1 (}1593.
1
page
1
J

4" FL. X 4" MCL ALUMINUM' ADPT
4" CERAMIC BUTTE -RFL Y VALVE
4" SCH 80 .PVC FLANGE
4" 200 CLASS PVC PIPE
-SCH 80 4X4X4 ..PVC TEE, (SXSXS)
A x 4'x 4 x 36.,
I N'T -PVC R

r s err .r _r

I
1 System Calibration
Information presented in manufacturer's charts .are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
1 discharge rate while decreasing the wetted diameter.
i You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
' below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at. least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used tc
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which -to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected c -an be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
Of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
,
'Repn-nted for Certification Training for Operations of Animal Waste Management Systems Manual
1.
J

14
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14
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7.11
41;

Innovative New Design Concept Provides Greater Operator Control
' Simpler Operation! Low Maintenance! Accurate Application!
.-�,rr• �,� 4 l ..-�yLL"�'�ti� ,L •�+�, �3-._.z� ter. -r-- ia..f3..... r�n4'f.'����Y
Y✓"-- ---.c..��4lra..^ncY"..i�ii+._:rcS:�i-e. _,-:.�.�.�
• Technologically advanced design improves operational performance.
o New frame design provides lower center of gravity for added stability.
o Double guncart lift arms Holds guncart in place during transport.
A Innovative new cam design for speed compensation ensures accuracy.
"User -Friendly" Control Station snakes
' Reel Rain Operation Simple And Easy!
A
1
r�
;oi tomatic Hose Retrie�TaI
eRuggeci=E-raphe Design
•PTO Regi nd
o.�Safety-Slielrlii�a .
• wfvanlzed Guncart
• Galva' nlzed Fittings
o M&hanical Hose Guide
• Miswind Sensor
• Built-in Storage Tray
M,
Large "spider" design turntable is
maintenance free, no bearings to grease!...
and provides for effortless positioning
of the reel. Multi -position upper frame
pin locking mechanism allows for
easy adjustments.
tray holds infeed hose, tools
and other items.
Model
Hose Length
Mose I.D.
Lane Spacing
No. of Acres
Covered in
Flow Rate One Pull, Appl3,ing I"
Nelson Gun
Number
(Feet)
(Inches)
`7 is i
One Pull
(G.P-M. of Water hrsJ
�q, hY !l
1
�✓�:. _
Gas Gas
1025
�� y -
2.5
180
3.8
181 10.7
SR t 00/80 PSI
"User -Friendly" Control Station snakes
' Reel Rain Operation Simple And Easy!
A
1
r�
;oi tomatic Hose Retrie�TaI
eRuggeci=E-raphe Design
•PTO Regi nd
o.�Safety-Slielrlii�a .
• wfvanlzed Guncart
• Galva' nlzed Fittings
o M&hanical Hose Guide
• Miswind Sensor
• Built-in Storage Tray
M,
Large "spider" design turntable is
maintenance free, no bearings to grease!...
and provides for effortless positioning
of the reel. Multi -position upper frame
pin locking mechanism allows for
easy adjustments.
tray holds infeed hose, tools
and other items.
Model
Hose Length
Mose I.D.
Lane Spacing
No. of Acres
Covered in
Flow Rate One Pull, Appl3,ing I"
Nelson Gun
Number
(Feet)
(Inches)
(Feet)
One Pull
(G.P-M. of Water hrsJ
and Pressure
Gas Gas
1025
850
2.5
180
3.8
181 10.7
SR t 00/80 PSI
1 100 Holland Rd. _ _ _ _ _ _ 1701 South Slappey Blvd.
P.O. Box 1833 - Suffolk. VA 23-139 - 18,33 - t _ - P.O. Box 3617 - Albanv. GA 31706
Phone [phone] - f=ax. 1757) 914-3 264 Phone [phone] - Fay. (91') #39-93r#
AMADAS 1NDUSTRIES• policy is uric of cornIasuous impro%-ernen#.:ind we reserve the r_ 1fI iu change specifications, design or pi %%i[houI ir3 uii;ng obligatiun.

BIG GUN° PERFORMANCE TABLES U.S. UNITS
100 SERIES BIG GUNS 240 TRAJECTORY"
100 T TAPER BORE NOZZLES
•Araaable only with FiD06 SR100.
u100 R RING OZZLES
,I,
100 DN DIFFUSER NO77LFS
-- 1 ne olameter or throw 4 Z.7proxrmarery f q Less for the zl- Iratecu" angle• 6'y less for 1t3m
150 SERIES BIG GUNS - 240 TRAJECTORY"
150 T TAPER BORE NOZZLES
150 R RING NOZZLES
'
RING
.77 RING
.81 RING
RING
RING
RING RING
0.5 ON
0.6 ON
•.
PSI
.71
.86
.89
.93 .96
�"'��-�'.
-...r.. �l�i;s
0.7 pr:
0.00M
_.c�'"�
GPM DIA
GPM DIA
GPM DIA
GPM DIA
GPM DIA
GPM pu GPM DrA
GPM Dl,c
GPM Dtq
GPM D:A
GPM DIA'
�ff't�Qy
.fl�r'.'�^t s4•rT*„�:
., klr-
_
_ �:
ii =-'
i� _ +t":' -X-.d•:: r'
i 1 �. y�:1,r
32SS"' 7,[501$
9 /`8a7a 74==0=88M
--Y.s
- 1-'
Q
'
66 208
c' 7.4s�20s�'
78 212
.i�:98 =°r-' -
9t 215
A0�62'.10 �-
103 22a
lab 235
29..x 250' _
13a 23E 152 242
L50' 2S in' i` 6 -
45 154
SS
66 168
'ZS�`17E"'�
91 tE2
-�'1.1�1.1'OiZ'7-0
718 t%
60
81 235
86•rfS
X255
96 240
110 245
125 260
tat 270 -
!
�.i 2 4�0'�'
t5a 275 t83 280
24 89a3Q0
— —
— —
—
110 2t,'.
u'�--
143 215
-
80
9a
ttt 265
--127 275
145, 285
763 300
305 I 211 315
— —
—
— —
——
WAR
-
y
3�CJ'L4gflfi5i0
...�;f.�r:.7 .� ...
:YK=4�
.�,pt,99
N.:tfOS�3L5-
— —
— —
—
t00
105 270"
124 280
245
162 305
tB2 320
2t2 325 236 '335
— —
1
T9�tart
�ZZa°Is
�3
-- 1 ne olameter or throw 4 Z.7proxrmarery f q Less for the zl- Iratecu" angle• 6'y less for 1t3m
150 SERIES BIG GUNS - 240 TRAJECTORY"
150 T TAPER BORE NOZZLES
150 R RING NOZZLES
'
..
.,
..
•.
�a�s
�.`rr�iar.'•�i2r_.
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�"'��-�'.
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" ."iii .::at9r
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s • r -v�:i4
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.IIIA
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The diameter of throw is approximately 3% less tot the 21• trajectory angle.
200 SERIES BIG GUNS - 270 TRAJECTORY-
' 200 T TAPER BORE NOZZLES
4 200 R RING NOZZLES
ine Dian -te+ or Throw s ?: prCYimarely 74t les for ;he 20 trajeCt" angle. 5% InS& lo, 1hv ?thaleefnry an -,to
the 61G GUN- :-;,w mance data has been obtained under ideal test conditions and may qe adversely at=t-c;ed .71 wind. poor hyarauht entrance ronuP.Ons or ptfrer IaGors
Nelson Irrigatiun Corporalion makes no rewesentar—, regarding droplet cuna,%,oa, unirormily, or application rate

BERKELEY

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v.S.D.A. SCS -CPA -026 t. Name and Address of Person
f,'Soil Conservation Service Oune91) f:� A S. 1 i 44—st
PC SOX 53 -2-
HIGHLY ERODIBLE LAND AND WETLAND NIEW-tD rfj V-
CONSEP,VATION DETERMINATION 41121
4. Name of USDA Agency or Person Requesting Determination F7S + 5. ar
2. Date of :Request
3. :ouyl}'
G3� .(:� 2�� �S
No. and Tract No.
SECTION i - HIGHLY ERODIBLE LAND
i
6. Is sail survey now available for making a highly erodible land determination? Yes BY, No o
FIELD NO.fs)
TOTAL, ACRES
j=7. Are Are there highly erodible soil map units on this farm? Yes El No
U jJ :
. List highly erodible fields that, according to ASCS records. were used to produce an agricultural commodity in any
crop year during 1981-1985.
1
O - Is -
9. List highly erodible fields that have been o. will be converted fo: ;he production of agricultural commodities and,
according to ASCS records. -were not used for this purpose m any crop yea: during 1981.1985; and were not
enrolled in a USDA set-aside or diversion program.
10. This HiohIy Erodoin Land dnterminatio,: was comaleted ir. ;h_: Office ! Fieid
{
SECTION 11 - WETLAND
The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
with FSA.
26. The planned afteralion measures on wetlands in fields are not considered to be maintenance and if
installed will cause the area to become a Converted Wetland (CW). See item 22 for information on CW+year.
The wetland determination was completed in the office ❑ field fund was delivered(] madedo to the person on r
28. Remarks. 1
S2 Acres 1 vt L)N `-k U XrR dR-- �.r v►ni Vto►�
L.rvvuvla M ups pe r�rv►i�ect o� T2tC ' qo�2 tit, :west owKsj +-
1 certrib rhar the abort doeiminatron is corr,C and adtquarr for use in drrrrminrni
eligihrMy for USDA program bents, and [bar wetland hydrology, h}dric soils, and
k%draphyric vegetation under normal circumstances exist on all arras outlined as
Asslstanee lied programs of the Sag Conserration Servkv available without regard to rape. nel/glon, oOor, see, . or
I
SCS COI'))-
31. Date
/(IAI(F'
FIELD No ;s)
{ TOTAL ACFiES
41- Are (here hydric soits on this farm? :'es t1 Ne -
`
12. Wetlands (W), including abandoned wetlands, or Farmed Wetlands (FW) or Farmed Wetlands Pasture (FWr ).
U jJ :
1 , S7
'Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
O - Is -
farmed
farmed and maintained in the same manner as they were prior to December 23, 1985, as long as they are not
abandoned.
3. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23.19P.5. The use, management
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland conservation provisions uriless
the area reverts to wetland as a result of abandonment.
4r Artificial Wetlands (AW). Artificial wetlands includes irrigationinduced wetlands. These wetlands are not subject
to the wetland conservation provisions.
5. Minimal Effect Wellands (MW). These wetlands are to be farmed according to the minimal -effect agreement signed
at the time the minimal effect determination was made.
6. Mitigation Wetlands (MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23, 1985 and November 28; 1990-
17. Restoration with Violation (RVW-year). A restored wetland that was in violation as a result of conversion after
November 28, 1990. or the planting of an agricultural commodity or forage crop.
Restoration without Violation (RSM. A restored wetland converted between December 23, 1985 and
November 28, 1990, on which an agricultural commodity has not been planted.
19. Replacement Wetlands (RPM. Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
Good Faith Wetlands (GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored -
1. Converted Wetlands (CW). Wetlands converled after December 23, 1985 and prior to November 28, 1990. In any
year that an agricultural commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits -
Converted Wetland (CW+year). Wetlands converted after November 28, 1990. You will be ineligible for USDA
program benefits until this wetland is restored.
Convened Wetland Non -Agricultural use (CWNA)- Wetlands that are converted for frees, fish production, shrubs,
cranberries, vineyards or building and road construction.
24. Converted Weiland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
by SCS.
The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
with FSA.
26. The planned afteralion measures on wetlands in fields are not considered to be maintenance and if
installed will cause the area to become a Converted Wetland (CW). See item 22 for information on CW+year.
The wetland determination was completed in the office ❑ field fund was delivered(] madedo to the person on r
28. Remarks. 1
S2 Acres 1 vt L)N `-k U XrR dR-- �.r v►ni Vto►�
L.rvvuvla M ups pe r�rv►i�ect o� T2tC ' qo�2 tit, :west owKsj +-
1 certrib rhar the abort doeiminatron is corr,C and adtquarr for use in drrrrminrni
eligihrMy for USDA program bents, and [bar wetland hydrology, h}dric soils, and
k%draphyric vegetation under normal circumstances exist on all arras outlined as
Asslstanee lied programs of the Sag Conserration Servkv available without regard to rape. nel/glon, oOor, see, . or
I
SCS COI'))-
31. Date
/(IAI(F'

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LAND MANAGEMENT GROUP, fNC_
DATA FORM
ROUTINE WETLAND DETERMINATION WETLAND
(1987 COE Wetlands Delineation Manual)
i
-Page .1 of 2
I Project/Site: GENE WEST TRACT_ _ Date: 09/72196 _
1 Applicant/Owner: GENE WEST __ _ -� County: _SAMPSON
Investigator: TURNER T State: NC - —�
'Do Normal Circumstances exist on the site?Yes ' No _
II Is :he sac - significantly disturbed (Atypical Situation)? Y=sNo.
Is the area a potential Problem Area? Yes dNoi
(It needed, explain on reverse.)
VEGETATION
pomineni Plant Strat:.irn Indicator [7orn[nan
Community ID: Wetland
TlansectID: -
Plot ID:
I =cant 5r cles —_— — S+ratum
1.
Red merle _
Y Tree-
--0i3t_-
9. -
2.
Black hum-
Tree
OBL
_Aerial Photographs
Other
3.
Sweet bay-
- Tree
FACW+
11.-
4.
Sweet Qum
Tree
FAC+
12. -
5.
TiTi
Shrub
FACW
13.
6.
Netted chain fern
G. COV-
OBL
14.
7.
Catbrier - -
-- W. Vine
_ FAG__
15-
8.
Fettabush
Shrub
FACW
16 -
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC-)
Remar4cs:i------ --T -- ---
Field Observations:
Depth of Surface Water: o (in-)
Depth to Free Water in Pit: 6 (in.)
Depth to Saturated Soil: 6 (in.)
-------
Weiland Hydrology Indicators:
Primary Indicators
Inundated
X Saturated in Upper 12 inches
_Water Marks
r Dritt Lines
Sediment Deposits
X Drainage Pattems in Wetlands
Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 inches
Water -Stained Leaves
—Local Soil Survey Data
—FAC -Neutral Test
Other (Explain in Remarks)
HYDROLOGY
-Recorded Data (Describe in Remarks):
Slream,Lake, or Tide Gauge
'
_Aerial Photographs
Other
- -X-.No Recorded Data Available
Field Observations:
Depth of Surface Water: o (in-)
Depth to Free Water in Pit: 6 (in.)
Depth to Saturated Soil: 6 (in.)
-------
Weiland Hydrology Indicators:
Primary Indicators
Inundated
X Saturated in Upper 12 inches
_Water Marks
r Dritt Lines
Sediment Deposits
X Drainage Pattems in Wetlands
Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 inches
Water -Stained Leaves
—Local Soil Survey Data
—FAC -Neutral Test
Other (Explain in Remarks)

SOILS _ �-
_-_ _-= Project/Site: GENE WEST TRACT - - . _--_ _ _
- ^ Flaoe 2 of 2 wetland
;Map Unit Name
l (Series and Phase):__
Rains fine sandy loam �N _
Drainage Class: POORLY DRAINED
.1
WETLAND DETERMINATION
Field Observations
'
;Taxonomy (Subgroup):-
Typic r'aleaquults
- Confirm Mapped Type?
des No
-
I Profile Description:
Wetland line flagged in pink/black ribbon.
Depth
Matrix Color
Mottle
Texture. Concretions,
i (inches) -
Horizon _ - (Munsell Moist)
Abundance/Contrast
Structure, etc.
3
_
lfs; v.fr.,wk.
0 - 7
1OYR 2/1
P.O. SOX 532
fine granular structure-
- �-
--- -- f _--
-_ - _ - -�- -_---
Ifs; v.fr.,wk.
7 - 12
- r- 1 OYn n'2
Med. granula_ [ruclur=
_
- - - - -- --- --
10 ._--
---_--_tOY; oil ---
Medium distne fi0`in;B)12
, r I
W bona st:uc
cam;~mor. medium distinct
sc!:tr.,Wk.Med iurri
16 - ^ 1
n i G 10YR 6i 1
I OYR 618 & 7.5yR 518
subangular blockv str:ic
Hydric Soil Indicators
_Histosol
_Histic Epipedon
_Sulfidic Odor
X Aquic Moisture Regime
X Reducing Conditions
X Gleyed or Low-Chroma Colors
Concretions
High Organic Content in Surface layer in Sandy Soils
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
_Other (Explain in Remarks)
11
C
Remarks:
' Hydric soil indicators were observed in the field.
WETLAND DETERMINATION
'
Hydrophytic Vegetation Present? �s ' No (Circle)
Wetland Hydrology Present?'Y No
i (Circle)
Hydric Soils Present? fes No
' Is this Sampling Point Within a Wetland? es Na
;Remarks:
Wetland line flagged in pink/black ribbon.
- -
Approve I: kiGU 392
OWNERS NAME:
GENE WEST
Land Management Group, Inc.
P.O. SOX 532
Post Office Box 2522
NEWTON GROVE, NC
Wilmington, N.C. 28402
28366
910-452-0001
910-567-5319
11

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UN4 i ED S i ATES Dr_PAr- Mf-tiT OF kGRICUL 7Urcr'~ r �Yr vcd OMS No. 4560-:.-
17-9-Q
HIGHLY ERODIBLE LAND CONSERVATION (HELC) AND WETLAND
CONSERVATION (WC) CERTIFICATION
( reverse tjr ?ubti: Surden and �Y Ad Stafemen=).
<
t. Name of Producer 2- Identification Number3.
Current Crop YE
4. Do the at,=hcd AD-1026A(s) list all your farming interest unty, and shoal_ current MRCS detcraminations? _ .-
-. _ YES _Ell
If -No'. contact your Cotcnry FSA Offxr before completing this form. . . . _ . . - :
-}--
S. Are you a landlord on any farm listedon AD -1026A that will not be in compliance with HELC and WC provision_s?
1j "Yes", AD4026C must be prepared
- -
16. Docs the !andlord r=;.ise to con, ply with HELL requirements on any. °a_:..: its: -d on AD -1026A? Ij"Yes", nG1026E must
k
I be prepared
4
Lts In -_-c or an=h z !is of a_.[l;a ed pe -sons with far inS in=resL See revcr-Te for o G �IGrtG:2 � fJ«P.' ".�orx". �c�771 �DlE.
if items 5 or 5 are answered -"ES`, drde the apali�abie farm nurn:)er c)n
:8. Du^ng otic crap y=7 cntc C + in i•4.: 3 above, or the s.^ -:n of a `USD.-. loan, will you:
Y=—SI
r•:
(a) plant or produce an agricultural commodity on land for which neither a highly erodible land no. wetland determination
has been made?
(b) p!ant or produce an agricultural commodity on land an which planting was made possible by drA'�e, dredging. filling,
I
leveling, or any otic, means after December 23, 1985, and-NRCS has not evaluated and approved the drainage activities?
._•,:
=Y'--=::
-,'
9. Sine. December 23, 1985, have you or has anyono on your land, or will you or anyone on your land during the crop year cnta'ed
in item 3 above, or the term of a requested USDA: loan:
(a) conduct(d) any land clea.-ing, drainage, (die or open ditch), filling, leveling, or dredging to arm a new drainage system -
-
_;
that has not been evaluared by NRCS? Indicate ye= if atzrwered "Yes'.
- -
(b) conduct(ed) any drainage activities to maintain, improve, or modify an existing drainage sysaem that has not been
evaluated by MRCS? Indicate year ijamzrwvrd
-
t
1
1
10. Will you eonduc— any activities for fish production, trees, vineyards, shrubs, building construction, or other non-agrindtuial =
purposes that have not b=n evaluated by MRCS? - - J_
- - `
"YES" for any one of these items, sign and date in item 11 below. Circle the applicable tract number on AD -1026
If answers to item $t or list in Clem 12 on AD -1026A. A 'YES` answer authorizes FSA to refer this AD -1=640 NRCS.to make-aLHELJC,-
J and/or certified wetland determination. DO NOT sign in item 13 until the NRCS detemvnation is complete.
9, or 10 are: - • : �_ .,r_. ,,.
' 'NO" for all of these items or NRCS determinztions are conrtplete, complete 12em 13. •
11. Signature of l hereby certify that the above infotmatiorr and the information an attached AD-1026A's, is true and correct to Vm bmv
Producer .i. _► ..my knowledge and bend •'1 "
12 Referral to NRCS Enter a ,r if a NRCS determination is needed because r--. ate Relettea
(Completed by FSA).. _"Yes` is answen3d:in iterrr 8. 9, or 10.
agrma�u� oi• ran rceprssonsauvv
NOTE: Before signing in item 13, Read AD -1025 App nd•Ix. _
Continuous AI -i026 Certification
I understand and agree that unless I give written notice otherwise. this certification of compliance and agreement shaiI serve as a continuous certifi=ic
and agreement for subsequent crop yeam That is, as to the current and subsequent crop years - ,
e 1 agree to the terms and conditions stated on AD -1026 Appendix on all land in which I have or will have an iatemsc .
e I agree that if there are any chariges in my operation or activities that may affect complianec with these provisions, i will file a tmavised AD -11 0176.
e i agree to file any required exemption requests for each applicable crop year. • .
e I understand that affiliated persons are also subject to co /lance with these provisions -and their farhtte tocomp ly•or file AD -1026 wilbfct lt,
in loss of eligibility to persons or enterprises with whom are affdlimc&- (.�dli twd person rules are poured on the r ewjw of ddlt jo in,)
is. rroaucer
Sign Here ►
This proptarn or scb%* will be ca+dtiotad an : �ry Dash wtthord rsprrrd W rasa. adb ?+a+ +r+ +� w+ • e0e + _m al adrars a '
ORIGINAL -FSA COPY

LAND MANAGEMENT GROUP, INC.
DATA FORM
ROUTINE WETLAND DETERMINATION UPLAND
(1987 COE Wetlands Delineation Manual)
Paqe 1 of 2
Project/Site: GENE WEST TRACT
Date: 09/23/96
Applicant/Owner: GENE WEST
County: SAMPSON
Investigator: TURNER
State: NC
FAC
9. Carolina jessamine W. Vine FAC
Do Normal Circumstances exist on the site?Ye No
(e
Community ID: Upland
Is the site significantly disturbed (Atypical Situation)? s
Transect ID:
:Is the area a potential Problem Area? Yes No
Plot ID:
(If needed, explain on reverse.)
i
VEGETATION
inant Plant Sp2cles
Stratum Indical..
inant Plant cies tratum indicator
11, Loblolly pine
Tree
FAC
9. Carolina jessamine W. Vine FAC
2. Sweet gum
Tree
FACW
10.
3. Blackjack oak
Tree/Shrub
FACU
11--
1_4.
4.Water oak
Tree/Shrub
FAC
12.
5. Bracken tem
G. Cover
FACU
13.
6. Pepperbush
G. Cover
FACW
14.
7. Poison ivy
W. Vine
FAC
15.
a. Grapevine
W. Vine
FAC
16.
Percent of Dominant Species that are OBL, FACW or FAC
C
(excluding FAC—)
7
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
_Recorded Data (Describe in Remarks):
Primary indicators
Stream,Lake, or Tide Gauge
_Inundated
_Aerial Photographs
Saturated in Upper 12 Inches
Other
Marks
,�_No Recorded Data Available
_Water
t-ines
_Drift
_Sediment Deposits
Drainage Patterns in Wetlands
Field Observations:
Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 inches
Depth of Surface Water:
none (rn.)
Water --Stained Leaves
Local Soil Survey Data
Depth to Free Water in Pit:
>36 `. (in.)
FAC—Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil:
>36 (m.)
Remarks:

1
1
1
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1
1
1
1
1
1
1
1
1
1
1
1
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1
1
Proiect/Site- GFNF 1NFST TRACT
Parse P of 2 einlanri
Map Unit Name
I
(Series and Phase): Goldsboro fine sandy loam
Drainage Class: Two
Field Observations
Taxonomy (Subgroup): Ax�c Paleudults
Confirm Mapped Type? Yes No
Profile Description:
Ii
i Depth Matrix Color
Mottle
Texture, Concretions, #
1 (inches_) Horizon (Munsell Moist)
Abundance/Contrast
Structure, etc.
J
sl: V. fr.; wk. !;
0 8 - — - -Ap 10yr 5/2 _
–�
med. granular structure';
common medium fain;
scl: fr.; wk. f.
8-19 Bt1 10vr 514
10YR 516
sit. structure !'
common medium distinct
sol; fr.;wk. f. ;.
19--32 Bt2 10YR 5/4
1OYR 611; 1OYR 5/6
sb;,,. structure
common medium distinct (10YR 5/6)
tr.; w.1. sbk.
32– 41 Btg1 10YR 6/2
few fine prominant (1 OYR 418)
structure
I
Hydric Soil Indicators:
I
Histosol
Concretions
—Histic Epipedon
High Organic Content in Surface Layer in Sandy Soils
.SuEfidic Odor
Organic Streaking in Sandy Soils
i
Aquic Moisture Regime
Listed on Local Hydric Soils List
Reducing Conditions_Listed
on National Hydric Soils List
_Greyed or Low–Chroma Colors
iOther (Explain in Remarks)
Remarks: ,
r
J�io yet r• , s a •
� � . L.� o S
I
/y
I
Hydrophytic Vegetation Present?Yes No (Circle)
Wetland Hydrology Present? es
Hydric Soils Present? Yes o
Remarks:
Wetland line flagged in pinkNack ribbon.
GENE WEST
P.O. BOX 532
NEWTON GROVE, NC
28366
910-567-5319
(Circle)
Is this Sampling Point Within a Wetland? Yes N20 )
Land Management Group, Inc.
Post Office Box 2522
Wilmington, N.C. 28402
910-452-0001

t U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: ) 91 0 l �Z.Z County- pct m , :(>
Concurrence Notification for MRCS Jurisdictional Determination
Property Owner/Operator: G e�,v�.
.�
Address: ��" C", Go-,,
Telephone Number: ("NO � ^
-
Size and Location of Property (acreage, waterbody, road name/number, town, etc_):
' Z acs y Q c,rl eke Fen, k, k c,s
Delineator/NRCS Representative: e � VV
' Indicate which of the following apply:
ED -1 concur with the wetland determination accomplished for the above described
' property. As this determination does not provide information regarding the
specific limits of wetlands on the tract, it is strongly suggested that the wetlands
be delineated, verified, and surveyed prior to any manipulation of the property.
' Such mapping would help to avoid any unintentional disturbance of wetlands on the
site, assist in planning, and may be required prior to issuance of any permit.
❑ I do not concur with the wetland determination accomplished for the above
described property. (Rationale must be provided as an attachment to this form.)
❑ I concur with the wetland delineation accomplished for the above described
' property. It is strongly suggested that the wetlands be surveyed to help avoid any
unintentional disturbance of wetlands, assist in planning, and provide information
' which may be required prior to issuance of any permit.
❑ I do not concur with the wetland delineation accomplished for the above described
property. (Rationale must be provided as an attachment to this form.)
' Prior Department of the Army permit authorization will be required, in most cases, for any
discharge of excavated or fill material into waters or wetlands on the above property. A permit is
not required for work restricted entirely to high ground. For project -specific, Department of the
' Army permit requirements concerning your proposal, p e contact:
Mf;t at
' Project Manager Signature: XS Expiration Date: A1_0 I

a
0

40 !
I
;LAND MAP
N

SWINE FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
FOR
G & R Farm
Gene West
1470 Finishing Expansion
April 28, 1998
RECEIVED
OCT 1 b 1998
FAYETTEVI LLE
REQ-,. 0FROE
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
NRCS, DEM, and all other State and Local Regulations
to the best of my knowledge�Ai4rl�,��`,
`O
s•s • `r
:Q CEA.
M. Floyd Adarno.E.
License No. 12273

1
1
1
u
SWINE FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
G & R Farm
Gene West
1470 Finishing Expansion
TABLE OF CONTENTS
ITEM
Lagoon Design Check List
Emergency Action Plan
Design Summary
Lagoon Design
Soil Investigation
Hazard Classification Data Sheet for Dams
Operation and Maintenance Plan
Construction Specifications for Lagoons
Seeding Specifications
Plan for; Lagoon
Typical Cross -Section of Lagoon
Plan of Excavated Waste Storage Pit
Volume Calculations
Waste Utilization Plan
Waste Management Facility Site Evaluation
Notices to Adjoining Landowners
Waste Management Odor Control Checklist
Insect Control Checklist
Mortality Management Methods
Irrigation System Design
Maps
A. Vicinity Map
B. Topo Map
C. Soils Map
D. Flood PIain Map
E. ASCS Map
F. Wetlands Delineation Map
1

1 J
F1
1
1
Page 1 of 3
CHECKED BY: M, �--)&4,8
DATE: _ 4
LAGOON DESIGN CHECK LIST
I. Copy of 026 and maps if clearing involved.
2. Dam safety -
a. Dike over 15 feet to down stream slope and over 10 acre feet storage to top of
dike.
3.
Adequacy of storage volumes -
✓
a.
designed volume exceeds needs
✓
b..
stop pumping volume exceeds treatment volume
✓
c.
-25 year storm volume exceeds volume at start pumping
d.
actual volume pumped exceeds required volume to be pumped
✓
e.
all temporary storage stored above seasonal high watertable
f.
sludge volume included
g_
minimum 6 feet treatment volume depth
4.
Operation & Maintenance Plan (sheet) -
✓
a.
begin and end pump -out elevations
5.
Location sketch -
a.
distances to nearest residence
b.
road numbers
C.
north arrow
6.
Hazard Classification Sheet (NC -ENG -34) -
✓
a.
distance to nearest stream in event of dike failure
✓
b.
distance to nearest public road in event of failure
C.
topo trap showing lagoon location and information to support a&b
7.
Waste
Utilization Plan
f
a.
show all tracts & field numbers, field acreage, crops
✓
b.
signatures of producer & person preparing plan
r� i9
C.
agreement sheet signed by adjoining landowner if needed - showing tract
numbers, field numbers, acres, etc.
d_
ASCS maps of fields to be used for effluent disposal
e.
soil survey sheets showing all fields
f.
check suitability of soils for crops planned
_✓
g.
include attachment "B" on sampling procedure
_✓
h_
system calibration form
_IZ
i.
waste plan is included but prepared by other qualified specialist - this plan is not
part of the engineer's review

1
n
10
I i
1
1
Page 2 of 3
8. Soil Investigation Sheet (SCS -ENG -538)
✓ a. are sufficient borings made for size and condition of lagoon
b. borings 2.0' below designed bottom of lagoon
C. location & elevation of borings in relation to grid survey
d. seasonal high watertable
✓ 9_ Seeding specifications included (lagoon dike and other exposed areas around buildings)
10. Construction Specifications (sheet included)
a_ need for cut-off trench addressed
b. need for sealing or lining with impervious material addressed and anticipated
locations of such area identified
C. protection of liner during initial filling and near flush pipes addressed
11.
Grid Sheet (original or ledgable copy)
✓
a.
gridded area large enough to include embankment slopes and surface water
diversions
✓
b.
location & dimensions of lagoon & buildings shown (lagoon inside top
measurements shown and lagoon corners identified by grid stations)
C.
surface water removal (pipes, outlets, etc) shown
d.
soil borings location show
e.
TBM location & elevation shown
r p
f.
existing utilities located (if applicable)
4g
g.
emergency spillway shown (if applicable)
U.
Typical
cross-section included
a.
dike elevation & top width shown
b.
lagoon bottom elevation shown
C.
side slopes shown
d.
effluent outlet pipe invert elevation shown
�G
e.
effluent outlet pipe shown to discharge below water surface
e.
building pads - elevation & grade shown
J&
f.
cut-off trench shown - if required
g.
liner shown - if required
13.
Volume
Computations
--
a.
excavation
_✓
b.
dike fill
C.
pad fill
14.
Summary Sheet
a.
design requirements
✓
b.
excavation volume
C.
fill volumes
✓
d.
cut -fill ratio
15.
Location of subsurface drainage (if present)

B
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16. Presence of utilities addressed
17. Observation of cultural resources statement included
✓ 18. Operation is outside of jurisdictional limits of municipalities
19. Emergency Action Plan
Page 3 of 3

1
SAMPSON COUNTY
EMERGENCY ACTION PLAN
DIVISION OF WATER QUALITY (DW❑) 910-486-1541
EMERGENCY MANAGEMENT SERVICES (EMS) 910-592-8996
SOIL t WATER CONSERVATION DISTRICT (SWCD) 910-592-7963
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-592--7963
COOPERATIVE EXTENSION SERVICE (CES) 910-592-7161
' This plan will be implemented in the event that wastes 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
accea lble 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 responses 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 waste in the
house if possible.
' d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
' B. Runoff from waste application field -action include:
a. Immediately stop waste application.
b. Create a temporary diversion or berm to contain the
waste.
c. Incorporate waste to reduce further runoff.
d. Evaluate and eliminate the reasons) that caused the
runoff.
e. Evaluate the application rates for the fields where
runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
e. Repair all leaks prior to restarting pumps.
D. Leakage from flush system, houses, solids aeparatore-actions
include:
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.

a
E. Leakage from base or sidewall of lagoon. Often this is seepage
as opposed to flawing 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_animale, trap or remove
animals and fill holes and compact with a clay type soil.
c.
Have a professional evaluate the condition of the aide
walls 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 for what
duration?
'
c.
Any damage noted, such as employee injury, fish kills, or
property damage?
d.
Did the spill leave the property?
I
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 DWO (Division of
Water Duality) regional office, at 910-486-1541, after
hours, emergency number:1-800-858-0368. Your phone call
'
should include: YOUR NAME, FACILITY, TELEPHONE NUMBER,
THE DETAILS OF THE INCIDENT FROM ITEM *2 ABOVE, THE
EXACT LOCATION OF THE FACILITY, 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 spill leaves 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
(SWCD), Natural Resources Conservation Service
(MRCS) office at 910-592-7963 and Cooperative Extension
Service (CES) at 910-592-7161 for advice/ technical
'
assistance.
4. If none
of the above works call 911 or the sheriffs Department
t
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 minimize off-site damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
iG. Contact the technical specialist who certified the lagoon (NRCS,
Consulting Engineer, etc.)
a. Name: _M. --FVC d NA,"a, Pg.
7. Implement pyocedurea as advised by DWO and technical asaiat4Rnce
agencies to rectify the damage, repair the system, and reassess
the waste management plan to keep problems with release of wastes
from happening again.
S. If you are a contract swine grower associated with a swine
company integrator, contact the company representative at
1-910-592-5771
�J
F1

DESIGN SUMMARY
NAME: G & R Farms
COUNTY: Sampson
TYPE OPERATION: Feed -Finish
TOTAL REQUIRED VOLUME
TOTAL DESIGN VOLUME AVAILABLE
ESTIMATED:
VOLUME OF LAGOON EXCAVATION
VOLUME OF LAGOON EXCAVATION
FOR LINER
TOTAL EXCAVATION
VOLUME OF PAD FILL
VOLUME OF DAM
TOTAL FILL
CUT -FILL RATIO
445420 CU FT
460960 CU FT
121.76 CU YDS
0 CU YDS
12176 CU YDS
---7604 CU YDS
2648 CU YDS
10252 CU YDS
WHERE SM MATERIAL IS ENCOUNTERED OVEREXCAVATE 1.5 FEET
AND BACKFILL WITH COMPACTED SC MATERIAL
TOP OF DAM
ELEVATION
53.0
START PUMPING
ELEVATION
50.7
STOP PUMPING
ELEVATION
48.3
BOTTOM
ELEVATION
42.0
BEGIN PAD
ELEVATION
53.0
END PAD
ELEVATION
53.4

LAGOON DESIGN
lerator:G & R Farm County: Sampson Date: 08/11/97
1
Gene West
s
the site evaluation been completed & approved: YES
AVERAGE LIVE WEIGHT (ALW)
0 sows (far -•r -ow to finish) x 1417 lbs. =
0 lbs
0 sows (farrow to feeder) x 522 lbs.
0 lbs
1470 head (fini5:,hinrg only) x 13"1 lbs. =
198450 lbs
0 slaws (farrow to wean) x 4--3 lbs. =
0 lbs
♦Cd ( W e ni tofeeder) lbs,
10 b s
DFsC-riOELler
t --- ---T- -- -- --
1EIL,S
-------------- --
Total N�veraq_e Live WeiQl--it -
1. 45,0. :lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 198450 ft (includes
cubic 0 cu. ft. add.
treat. vol. )
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 49980.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 250.0
I
Inside top width (feet) --------------------------- 250.0
Top of dike elevation (feet) ----------------- 53.00
Bottom of lagoon elevation (feet)------------- 42.00
Freeboard ( feet) ----------------------------- 1.00
Emergency spillway depth of flow(feet)-------- 0.00
Side slopes (inside lagoon) -----------------•--- 3,0
1
'
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
DEPTH
3.0 3.0 3.0 3.0 244.0 244.0
10.00
AREA OF TOP
LENGTH * WIDTH =
244.0 244.0 59536 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
184.0 184.0 3385E (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
214.0 214.0 183184 (AREA OF MIDSECTION
* 4)
'
-
CU. FT. [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
* DEPTH/6
59536 183184 33856
1.67
Total Designed Volume Available =
460960 CU. FT.
1

iTEMPORARY STORAGE REQUIRED
51 Volume of excess water
Volume =
1330.5
gallons/day * 180
DRAINAGE AREA:
Lagoon (top of dike)
'
( Length * Widtfi ) + Surface area of connecting
waste facility
32016.6
250.0 250.0 0.0
'
6'500.0 sgr_iare feet
excess of evaporation
I:ai.1.1).f:j.lfllaS i'Or. =i1 f:) lot w<�tt=r) Gi-
ai"e&
0.0 squ-ZAt--� fort
Describe this �i �•�_
'
TOTAL. DA 6:500.0 square feet
when rainfall exceeds evaporation by largest amount.
'
Design temporary to be
180 days.
= 13.3
storage period
180
Volume of waste produced
- 21.7
inches
Feces & urine production in gal. /day per
135 lb. ALW 1.37
21.7
Volume = 198450 lbs. ALW/135 lbs. ALW *
1.37 gal/day 180 days
Volume = 362502 gals. or 48462.8 cubic
feet
51 Volume of excess water
1
1
11
Volume =
1330.5
gallons/day * 180
days storage/7.48 gallons
per CF
Volume =
32016.6
cubic feet
5C.
Volume of rainfall in
excess of evaporation
'
Use period of time
when rainfall exceeds evaporation by largest amount.
180
days evaporation
= 13.3
inches
180
days rainfall
- 21.7
inches
1
Volume =
21.7
in * DA / 12 in. per ft. =
113021 cubic feet runoff
Volume =
13.3
in * lagoon DA/12 in. /ft =
£+9427, cubic feet evap.
Volume =
43594
cubic feet
1
1
11

Volume of 25 year 24 hour storm
Volume of "Heavy Rain" 7.0 in.
Volume = 14.0 inches 1 12
Volume = 72917 cubic feet
Additional volume as follows:
7. 0 in.
inches per foot * DA
TOTAL REQUIRED TEMPORARY STORAGE
t
SUMMARY
Temporary storage period======__ ===========>
Rainfall during wettest period of storage===>
Evaporation during storage period===========>
25 year — 24 hour
Heavy
Freeboard___________________________________)
Side
Inside top length===========================)
Inside top
Top of dike e 1 e vat i on======= ====== ==== = =====>
Bottom of lagoon elevation==================>
' Top of sludge elevation=====================)
Total required
Actual design volume ======================== )
Seasonal high watertable elevation (SHWT)===)
Stop pumping
Must be > or = to the SHWT elev.==========>
{t.
484C,3':
cu b i c
feet
Min. Required
treatment volume==============>
Volume
at
stop pumping elevation============)
�G.
435921
Cubic
feet
Act. vol,
7, `3i i
cubic
feet
at
SE.
0
cubic
feet
TOTAL
196990
cubic
feet
t
SUMMARY
Temporary storage period======__ ===========>
Rainfall during wettest period of storage===>
Evaporation during storage period===========>
25 year — 24 hour
Heavy
Freeboard___________________________________)
Side
Inside top length===========================)
Inside top
Top of dike e 1 e vat i on======= ====== ==== = =====>
Bottom of lagoon elevation==================>
' Top of sludge elevation=====================)
Total required
Actual design volume ======================== )
Seasonal high watertable elevation (SHWT)===)
Stop pumping
Must be > or = to the SHWT elev.==========>
Required volume to be pumped================>
Actual volume planned to be pumped==========)
Min. thickness of soil liner when required==)
7' DESIGNED BY:
Pusto-e.
DATE : S/1119-1
1 .
185 days
21.7 inches
13- 3- inches
7.0 inches
7.0 inches
1.00 feet
3.0 : 1
250.0 feet
250.0 feet
53.00 feet
42.00 feet
43.45 feet
44540 cu. ft.
460960 cu. ft.
46.70 feet
48.30 feet
46.70 feet
48.00 feet
198450 cu. ft.
208662 cu, ft.
50.70 feet
& heavy rain
388043 cu. ft.
386011 cu_ ft.
1224073 cu. ft.
125900 cu. ft.
1.5 feet
APPROVED BY: /Y �-s, ee
DATE: 41zef48
Must
be
> or = to min. req. treatment el. =>
Min. Required
treatment volume==============>
Volume
at
stop pumping elevation============)
Start
Must
pumping
be at bottom of F. B. & 25 yr. rainfall
Act. vol,
less 25 yr. and heavy rainfall====)
Volume
at
start pumping elevation===========>
Required volume to be pumped================>
Actual volume planned to be pumped==========)
Min. thickness of soil liner when required==)
7' DESIGNED BY:
Pusto-e.
DATE : S/1119-1
1 .
185 days
21.7 inches
13- 3- inches
7.0 inches
7.0 inches
1.00 feet
3.0 : 1
250.0 feet
250.0 feet
53.00 feet
42.00 feet
43.45 feet
44540 cu. ft.
460960 cu. ft.
46.70 feet
48.30 feet
46.70 feet
48.00 feet
198450 cu. ft.
208662 cu, ft.
50.70 feet
& heavy rain
388043 cu. ft.
386011 cu_ ft.
1224073 cu. ft.
125900 cu. ft.
1.5 feet
APPROVED BY: /Y �-s, ee
DATE: 41zef48

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TYPE'S OF MATERIAL ENCOUNTERED IN I30RJNGS
(1Jse one of systems below)
UNIFIED CLASSIFICATION USDA CLASSIFICATION
GW - Wel i graded gravels; gravel, sand mix
GP -Poorly graded gravels
GNI-Silty gravels; gravel -sand -silt mix
GC - Clayey gravels; gravel -sand -clay mix
SW - Well graded sands; sand -gravel mix
SP - Poorly graded sands
S6l-Silty sand
SC -Clayey sands; sand -clay mixtures
I.3L - Silts; silty, v. fine sands; sandy or clayey silt
CL -Clays of low to medium plasticity
CH - Inorganic clays of high plasticity
hili - Elastic silts
OL -Organic silts and silty clays, low plasticity
OH -Organic clays, medium to high plasticity
1. Suitzbbl material for ecibasil_rienL is available
mve side)
REMARKS:
g - gravel
s -sand
vfs - very fine sand
sl -sandy loam
fsl-fine sandy loam
I - loam
gl-gravelly loam
si-silt
sil-Silt loam
CI -clay lopmj
sic] -silty clay loam
scl - sande clay loam
sic -silty ciay
-clay
e6
e6 0 1\o rindicale whc,., bled on th.. sketch en
2 Explain barsrde requiring special attention in design (Seeyaoe. sPrftw..mck ere)
GENERAL REMARKS:

' U. S_ Department of Agriculture
Soil Conservation Service
UC -ENG -34
September 1980
' HAZARD CLASSIFICATION DATA SHEET FOR DANES
Landowner G v- k FA County SAPAP0 nl -
Community or Group No. Conservation Plan No.
' Estimated Depth of Water to Top of Dam-t--IFt. Length of Flood Pool ^�o o o Ft.
Date of Field Hazard Investigation S/r, 97
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
' Est. Elev.:Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
' Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft.
. CROPCAP>1 Nanl e- t 3S 141A
1 /0,00 —
1
2
' Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach A 3Ljo0cw 3ptAcH of TkId STKu4.7.1 a& - W 4L,&- aor cA05E
5r6Nrr-,caar 17aMAGe 72> AJX X,+ ^26VEmEArr.S.LA6604 rs laoo' r 7,c,a„+Aay :"AT
lNT. 5EJENMrc6 SWArKP.AA►D ZSoO' re 54 1"4 AND 1200' ro NC +3 _
,Hazard Classification of Dam (a, b, c) (see NEM -Part 520.21) 3
Dam Classification (I, II, III, IV, V)
ry �.cx t -%-Date
_ 8/r+,L97
name ti�leY��� �
Concurred By -F->Date
name--(title)�'
NOTE: 1. Instructions on reverse side.
1 2. Attach additional sheets as needed.

1
' SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
8
This lagoon
is designed
for waste treatment (permanent storage) and
180 days
of temporary
storage. The time required for the planned
fluid level
(permanent
and temporary storage) to be reached may vary
'
due to site
conditions,
weather, flushing operations, and the amount
of fresh water
added to
the system.
' The designed temporary storage consists of 180 days storage for:
(1) waete from animals and (2) exceas rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
' heavy rain factor. The volume of waste generated from a given number
of animals will be fairly constant throughout the year and from year to
year, but excess rainfall will vary from year to year. The heavy rain
' factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
' maintain the liquid level between these markers.
Pumping can be started or stopped at any time between these two
' elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
' Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid Bet,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. Before wastes are introduced, the waste tree tment--lagoon shall be
charged to 112 its treatment volume to prevent excessive odors during
' start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging iB complete,
' fluah 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 (Bee attachment)
before land application.
' 3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 50.70 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 48.30 . This temporary
storage less 25 yr and heavy rain contains 125900 cubic feet or
941731 gallons.
1

1
SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
8 recommended maximum application rate is shown in the waste utilization
plan. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
'
height or areas where cracking, sloughing, or "jug" holes develop.
'
S. Repair waste inlet pipes that develop cracks or separate at the
joints.
' 9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
' 11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
' treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
' 12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
'1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
' 13. Pipes that are Used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
. land. When these pipes are placed through the embankment, they should
■
G. Repair
any eroded areas or areas damaged by
rodents and
establish
in vegetation;.
shall be compacted with
'
7. Repair
arena of the embankrient that settle
below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
'
S. Repair waste inlet pipes that develop cracks or separate at the
joints.
' 9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
' 11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
' treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
' 12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
'1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
' 13. Pipes that are Used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
. land. When these pipes are placed through the embankment, they should
■
be installed no more than two feet
below top
of embankment and not in
the highest section of fill. The
pipe trench
shall be compacted with
'
clayey material or other material
as approved
by an engineer.

' SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
' FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the. -foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
' to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
' The completed excavation and earthfill shall conform to the lines
grades, and elevations shown on the plans. Earthfill material shall
' be free of material such as arid, roots, frozen soil, stones over
5 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
' shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction equipment shall travel in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot"
or tamping roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
' settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a NRCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

' SHEET 2 OF 3
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
' content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
a during placement of the liner. The moisture content of the liner
material shall not be leafs than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material unless otherwise specified. When smooth
' or hard, the previous lift shall be acarified and moistened as needed
before placement of the next lift.
' The single most important factor affecting the overall compacted p•srme-
abi1ity of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For moat clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
' The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocka)
' or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
' included with this Construction Specification.
CUTOFF TRENCH:
' A`cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
' cutoff trench shall be determined by observation of the foundation
materials.
' VEGETATION_
All exposed embankment and other bare constructed areas shall be seeded
' to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
' shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
' REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When specified, the contractor shall construct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
' the equipment used for excavation, backfill, and compaction operations

1
SHEET 3 OF 3
' and the side slopes shall be 1:1 or flatter. When tile drains are
encountered, the tile shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a tile line Exists above the embankment it shall be
rerouted around the lagoon in an approved location. Backfilling
and compaction in the trench shall be in accordance with the EXCAVATION
' AND EARTHFILL PLACEMENT requirements.
BOTTOM AND EDGES
---------------
The bottom of all lagoons shall be approximately level. The side
' alopea shall be uniform from top to bottom. Scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a 'sheepsfoot" or tamping roller to decrease the permeability
of the finished bottom and aide slopes.
QUALITY ASSURANCE
-----------------
' During construction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
' as necessary to verify proper construction. Testing will be required
as deemed necessary by the inspector and/or designer.
During construction of a clay liner, a qualified construction
' inspector as designated by the designer must be on site during con-
struction as necessary to verify the liner is installed in accordance
with NRCS South National Technical Center (SNTC) Technical Note
' 716 (Revised September 1993). In the absence of supervision of
construction by a qualified inspector, the liner must be tested to
verify a maximum hydraulic conductivity of 0.000001.25 cm/sec.
' When testing is required, the owner will be responsible for furnish-
ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
tperformed by a certified laboratory.

' SEEDINGSPECIFICATIONS
_
AREA TO BE SEEDED: 2.0 ACRES
BUSE THE SEED MIXTURE INDICATED AS FOLLOWS:
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
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 id -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.
:J
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
' BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
11
0.0
LBS.
FESCUE GRASS AT 60 LBS./ACRE
1
(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)
t
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
'
0.0
LBS.
RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
'
LBS.
APPLY THE
FOLLOWING:
2000.0
LBS.
OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
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 id -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.
:J
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
' BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
11

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.T

TYPICAL, VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width rz`
Confinement Bldg.
Settled Top Elevation
Pipe Invert Elevation
So.7
S3,0
� , 4 SS 3:.1 r � SS 3: ti
Pit �� Treatment
71 Lagoon
-J_" Pipe (Needs to be adequa ely Depth W e.7
supported)
Bottom Elevation 4z.0
NOTE: FLEXIBLE PIPE SHALL BE ATTACHED TO OUTLET PIPES TO DISCHARGE WASTE BELOW LAGOON SURFACE.
RIP -RAP OR OTHER SUITABLE MATERIAL WILL BE PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY
LINER

`F-IGURE A — TYPICAL ANAEROBIC LAGOON CROSS SECTION
Mtnz,.,
n n ;a�n
l I
�1 U
to Z
wn
S3.0
Freeboard (1,0 foot minimum) t/
�Z
u
Depth of 25 -year, 24-hour storm event on lagoon surface
0
i3
„
Heavy Rainfall" Factor - As a minimum must be equal to or greater than the
50.7
depth of 25 -year, 24-hour storm on the lagoon surface 50.7
a
Depth of normal precipitation less evaporation an the lagoon surface flax
mum eleval'+on
°o
T
i
accumulated during the treatment period for
pump drJ
E
Maximum operating level
Volume p monure, woslewoter, and excess water accumulated
� Maximum drawdown
�
—during the treatment period WSV �• 1 r
T
Pump OFF
Minimurn treatment volume (MTV) 4 foot minimum
6 foot minimum
43,45
t Volume of accumulated sludge for period
_/3 between sludge removal events {SV)
the minimum irsotment Wume
for an It on emergency eMiKey I9 ufed.
the deflgn depth
onoeroblc woete treatment logoon Is of nor must be odded to the freeboord,
bored on votolle solids.
`F-IGURE A — TYPICAL ANAEROBIC LAGOON CROSS SECTION
Mtnz,.,
n n ;a�n
l I
�1 U
to Z
wn

1
e
U_ S. oEFARTKENT OF AGx1CJLTUAE NC-EMG•4.0
Soit Cortservacion Ser -.ice Rev. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME:T G CR ,rAJZMS _ Date: 811_+��7
County: cSA M.P5p jj
Address:
Lf�611+ X50 � !
H
fl
1
1
1 w
AL
o
{� 1
w
/
91 OE SLDPE . 3 TO 1
53.0 /
AVE. TOP ELEV_ 10�
NO
—�-1110 SECTION
LENGTH
AVE_ BOTTOM ELEr. /
/
(Ssoit 6sck for volute calculations) -
Use of facility: AWIMAL WAS7-4_9 7-i2E 47-m Y LA64,0W
Capacity:G lops 4GD �9(oa _ .Ft3
Soil Type: GoA
Bench Mark DescrijUan TSM-, 5Z).0 To P o F 6 a_ \FA k ISCo lit _e. Pa _
Bottom
Normal Liguid Level
Storage for normAl Precip.
Kaxi== Liquid Level
25 yr. Storm Storage
CMSt EM 49-AVY RAWFALL
Kax.Flov Depth
Freeboard
Top of Dam '.
Elev.
42. o
Elev.
So•7
{+)
Ft.
Elev.
(+)
.-f,5
Ft.
Eley.
.?,5
(
.
(+)
1.0
Ft.
Elev.
53.0

OM -Yo -1.44
US Deoa,tment of Agricu]ture
[unservation 5,ervicc
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
K3 a- FZ F-::- -=kv~mm e^
in
'
5ampson County, North Carolina
Designer : Glenn Clifton
C�ec�er
Date N8/11�97
Job Number 9-:1
Date
Lagoon Excavation
TEMPLATE DATA:
0�
Beginning Elevation = 42
Beginning Station = 81+.8
to 288+.2 C\3CL184/3
0.00000 ft/ft
St81*.8
S��TION NUMBER 1
Centerline Station 81+.8
tRIGINAL
DATA:
50.0 49.4 100'0 / 50'3 /200,0 y 49.8
300.0 / 48'3 400.0 46,3
SECTION NUMBER 2
N� Centerline Station 1+00
J�
"�
ORIGINAL DATA:
.50' 0 / 49.5 100' 0 / 50.2 200.0 / 49.7
300.0 / 48.5 400.0 / 46.0
S��TION
NUMBER 3
~~ Centerline Station 2+6969
RIGINAL DATA:
N� 50.0 / 48.9 100.0 / 49.7 200.0 / 560.4
3060.0 / 49.7 400.69 / 49.2
SECTION NUMBER 4
Centerline Station 288+.2
\
RIGINAL DATA:
50'60 / 48.1 100.0 48.4 200.0 / 569.69
3069.0 / 50.0 400.0 50^1

US Department
of
Ayricu]ture
Snil C
ervicn
PLANNED
QUANTITY CALCULATIONS
0�
prepared for
G; FR F7" -Ex v~mmF,
in
.
Sampson County, North Carolina
Designer
: Glenn
Clifton
Checker
Date
, 0-5/11/97
Date
Job Number 991
Lagoon Excavation
| ** EXCAVATION ** 1
**
FILL **
t
Left Right
Off—CL |
CL Dist l Area
Volume |
Area
Volume
th
SS SS
(ft) I
8ta (ft) | (SqFt)
(CLt. Yds) /
(SqFt)
(Cu.Yds)
4
3:1 3:1
|
133.0 |
|
61+.8 1 1494.1
1
|
0.0
~~
|
18 1
1007'0 |
0.0
184
3:1 3:1
133.0 1
1+00 i 1493'8
i
0.09
|
100 |
6848.1 |
0.60
14
3:1 3:1
133'0 1
2+00 1 1660.4
1
0.0
|
� 88 |
12176'1 |
0.09
4
3:1 3:1
133.0 1
288+.2 1 1601.6
1
0.0
��
`
\

un-ver-i.*i
US Depart merit 0 Agrjr"ltm`�
Gnil Conservation Scrvicc
CROSS-SECTION DATA
QUANTITY CALCULATIONS
Q�
prepared for
K3 8,-
KR F�- Exx~mm s�
in
Sampson
County, North Carolina
�DesiAner � GIC-M-, Clifton
-
Chec4er
Dato , 08/11/97
Date
N� Job Number 995
Pad Fill
TEMPLATE DATA:
Beginning Elevation = 53.4
Beginning Station = +80
+80 to 1+30
I}/3CL180\4
0'0069060 ft/ft
N� 1+30 to 2+80
D/3CL180\4
-.00250 ft/ft
2+869 to 3+15
D/3CL180\4
0.00000 ft/ft
NUMBER 1
irTION
Centerline Station +80
INAL DATA:
�
N� 300. Qv � 48. 4 400.0� 46.3
��
500.0 � 47. 69
600.0 / 47.6
StION NUMBER 2
Centerline Station 1+00
RIGINAL DATA:
N� 300.60 48.5 400.0 / 46.0
500.0,/ 47.8
600.0 / 47'6
'--
S TION NUMBER 3
m� Centerline Station 1+30
rRIGINAL DATA:
3OO. 0 48. 6 46069.0 / 46.6
500.0 48.3
600.0 / 47.6
St
TION NUMBER 4
Centerline Station 2+00
RIG!
INAL DATA:
F300.
`
0 / 49. 7 400.0 / 49.2
5690.0 49.6
600.0 / 47.6
SJTION NUMBER 5
Centerline Station 2+869

Pt- F=i 1 3 (,'cant: iviuea) 08/11 /97 p�,qe
RIGINAL I ATA:
7,00.0 / 50.0 400.0 1 50.0 500.0 / 49.8 600.0 / 48.5
S TION NUMBER 6
Centerline Station 3+00
RIGINAL DATA:
300.0 / L0.1 400.0 / 50.2 500.0 / 49.8 .600.0 i 48.7
Sl -T T C-fl,J NUIIBE--R 7
Center -11r --le Station :-x-15
JI'R i G T I\JAL. DAT;l :
001. 0 / 50.1 400.0 / —0." 500. 49. 8 600.0 /;, 48.8
1 '

un -ver -i. 4
U.S Department
of
Agriculture
'
Soil
Conservation Service
'
PLANNED
QUANTITY CALCULATIONS
Oprepared
for
G s�
R F'sx-mJeL
'
in
'
Sampson County,
North Carolina
Deaigner
: Glenn
Clifton
Checker
Date
: 00/11./97
Date
'
Job Number 995
1t * !t * * *
* * * * * R R X * * * * * x X X X 7.
* * * * * * * * *
* * * * * * * A 1t * * * * X * * *
* * * * * * * * *
R R * * 7t * *!t *
* X R * * * * * * * *
'
Pad Fill
I ** EXCAVATION *
I
FILL+
op
Jdth
Left Right
Off -CL
I CL
Diet i Area
Volume
I Area
Volume
SS SS
(ft)
I Ste
(ft) I (SgFt)
(Cu.Yda)
I (SgFt)
(Cu.Yds)
18 0
3:1 4:1
350.0
I
1 0+80
I
1 0.0
I
t 1320.3
I
20 1
0.0
1
961.2
180
3:1 4:1
350.0
1 1+00
1 0.0
1 1275.0
1
30 1
0.0
1
2320.5
180
3:1 4:1
350.0
1 1+30
1 0.0
1 1171.8
1
70 1
0.0
1
4818.4
0
3:1 4:1
350.0
1 2+00:.
1 0.0
1 755.1
(80
1
80 1
0.0
1
6837.3
3:1 4:1
350.0
1 2+80
1 0.0
€ 607.6
1
20 1
0.0
1
7279.2
�0
3:1 4:1
350.0
1 3+00
1 0.0
1 585.6
1
15 1
0.0
1
7604.2
180
3:1 4:1
350.0
1 3+15
1 0.0
1 584.6
1

:_,. 1I -.i 'J, -I,% V F'F1:=IY 1 VI'- MtJ iS d.( - U I - I U1'S I_
1,,� t1_;.i',=:I1 } C:_f0k-k-r"ce C'c,nSCi-,,ii.tr;in1
i-ARTHWOPI-" CClMPUl Al ION <':331-]EET
'
NAME: 6 & R FARM
SETTLED TOP DIKE ELEVATION
TYPE EARTHWORK: X Dike
STATION ELEV.
-BOUND
---------------
444 49.7
' 544 48. 3
560 48.3
666 49.4
' 766 50.1
822 50.1
FILL
HEIGHT
0.0
5. e
4.7
4.7
d. 6
2.9
5--.0
_3: 1 _ SS
_ 12' _Top:
4 7 . >_
END AREA
SUM OF
47.0
(Sq. Ft.)
--
END AREAS
-
48. i_
0. 00
Cu.
Yd.
17 0 L . 5
170. 52
`0. LA Q'
1 00
,) 52
444 49.7
' 544 48. 3
560 48.3
666 49.4
' 766 50.1
822 50.1
FILL
HEIGHT
0.0
5. e
4.7
4.7
d. 6
2.9
5--.0
_3: 1 _ SS
_ 12' _Top:
Excav : --
END AREA
SUM OF
DISTANCE
(Sq. Ft.)
--
END AREAS
-
(feet)
0. 00
Cu.
Yd.
17 0 L . 5
170. 52
`0. LA Q'
1 00
,) 52
C' 1�
195. ,-�4
100. 110
54 _ 27
39
1.06. 00
7. 1
1 11 . 3;9
4 0
7.2. 27
129.39
100. 0e,
122-67
194. 94
100.00
122.67
245.34
16.00
82.08
204.75
106.00
60.03
142.11
100.00
60.03
120.06
56.00
1. Double Volume of Fill --
2. Volume of fill (line 1/27) -
3. Allowance for settlement(5%)
4. Total Cubic Yds (2 + 3) ) -
' Computed by:
Date: 08/11/97 0
Checked by:
1
Pad
DOUBLE
VOLUME
410
r, 05
1717
195 i4
13079
tj1�4
12,939
19494
3925
`1704
1411
6723
-----------------------
822.00------142979-
71489.3
Cu.
Ft.
2647.8
Cu.
Yd.
132.4
Cu.
Yd.
2780.1
Cu.
Yd.

' WASTE UTILIZATION PLAN
----------------------
' Producer-----:(Yene West County:5ampson
/Name of Harm -:G & k Farms
Location ----- :P. 0. Box 5:32
Newton Grove NC 28366
Phone --------:910-567-5319
Type Operation -----^=^�R==-:Feed-Fin
Number of Animal ------------ -: 6890
Storage Structure- -:Anaerobic Lagoon
Method of application ------ :Irrigation
Amount of waste produced per year-------,--------: 13091 tons/year
Amount of plant available N (PAN) produced/year-: 1564V lbs./year
' 3'he 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 shoula be use
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 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 lana
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 allowea under bww
regulations.
5. Wind conditions should also be considered to avoild drift and
downwind odor problems.
' 6. To maximize the value of the nutrients for crop production ana
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 application methods are
not the same.
' The estimated acres needed to apply the animal waste is bases 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 nave

Nage L
plant analysis made, which 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 conr.ent
8 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 Dy the
Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract
Field Soil
Crop
Yield
Lbs. N
Acres
Lbs. N
Month to
No.
No. Type
Code
/Acre
/Unit
Used
Apply
'
--==1
-'700
`10.9
r916
:3488
NOA===
F====_
0.12
APKIL-AUL.
3488
1 NoA
WA
N/A
100.00
* 10.9
1090
S--APHIL
'
3488
2 GoA
F
700
0.12
2.6
218
APKIL-AUG
:3488
2 GOA
WA
N/A
100.00
* 2.6
260
S-RemIL
9038
1 GOA
F
700
0.12
1.8
151
APRIL -AUL.
9038
1 GOA
WA
N/A
100.00
* 1.8
1810
5-APK1L
'
90:36
2 GOA
F
7000
0.12
0.1
6
APKiL-AUu
9038
2 GOA
WA
N/A
100.00
* (0.1
10
5-APK1L
9038
3 NoA
F
700
0.12
2.2
1115
APK1L-AUC,
9(038
3 NoA
WA
N/A
100.00
* 2.2
220
S -APRIL
9038
4 GOA
a
5.5
50.00
11.4
31:35
MAK U%. l'
9038
4 VOA
L
N/A
50.00
* 11.4
570
5 -APRIL
9038
5 GOA
B
5.5
50.00
11.6
3190
MAR -OCT
9038
5 GOR
L
N/A
50.00
* 11.6
5816
S -APRIL
9031J
1 NoA
F
700
0.12
5.8
4137
APRIL-AUu
9039
1 NoA
WA
N/A
100.00
* 5.8
580
S -APRIL
9040
1 NoA
F
700
0.12
3.9
328
APRIL -AUC=
9040
1 NoA
WA
N/A
100.00
* 3.9
390
S -APRIL
'3041
1 NoA
F
700
0.12
4.1
344
AP111L-AU6
'
9041
1 NoA
WA
N/A
100.00
* 4.1
410
S -APRIL
9042
1 NoA
F
700
0.12
9.2
773
APHiL-AUG
9042
1 NoA
WA
N/A
100.00.*
9.2
920
S-APHiL
9042
1 Re
F
450
0.12
7.6
410
APRIL -AUG
'
9042
2 Re
WA
N/A
100.00
* 7.6
760
3 -APRIL
-----
----- -----
-----
-----
-----
Total
-----
71.1
-----
1411b
------
Available
Nitrogen
(inciudes commercial)
1584/
Surplus Or
Deficit
-Lb1J
'Crop
-codes: -Crop-unit
A=Barley-bu.
I=Oats-bu.
B=Bermudagrass(graze)-tons
3=Rye-bu.
C=Bermudagrass(hay)-tans
K=Small
grain(graze)-acre
D=Corn(grain)-bu.
L=Small
grain(hay)-acre
E=Corn(siiage)-tons
M=Sorghum(grain)-cwt.
'
F=Cotton-lbs.
lint
W=Wheat-bu.
G=Fescue(graze)-tons
Y=Fescue(pasture)-tons
H=Fescue(hay)--tons
WA=Winter
Annuals
-acre
'
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.

' 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 Caroiina to have a nutrient
' management plan that addresses all nutrients. This plan only
addresses nitrogen.
In interplanted fields (i.e. small grain, etc, interseedea in
bermudagrass), forage must be removed through -grazing, hay anuiur
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 to let small grain to reach maturity, 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 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 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 , filter 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 provision 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 2480 lbs. of plant available
nitrogen per year in the sludge.
If you remove kludge every 5 years, you will have approximately
12402 lbs. of PAN to utilize. assuming you apply this PAN to
hybrid bermudagrass hayland at the rate of 300 lbs. of nitrogen
' per acre, you will need 41 acres of land. if you apply the
sludge to corn at the rate of 125 lbs. of nitrogen per acre, you
will need yy acres of land. Please be aware that these are
' only estimates of the PAN and land needed. Actual requirements
could vary by 25%c depending on your sludge waste analysis, soil
types, realistic yields, and application methods.
t

' Page 4
APPI.ICA-rI13N OF WASTE BY IRRIGATION
i'The irrigation application rate should not exceed the intake rate
of the soil at the time of irrigation such that runoff or ponding
8 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 of the soil at the time of irrigation nor
should the plant available nitrogen applied exceed the nitrogen
needs of the crop.
' If surface irrigation is the method of land application for tnis
plan, it is the responsibility of the producer and irrigation
designer to ensure that an irrigation system is installed to
properly irrigate the acres shown in tables. Failure to appiy the
recommended rates and amounts of nitrogen shown in the table may
make this plan invalid.
'The following table is provided as a guide for establishing
application rates and amounts.
1
1
Tract Field Soil
No. No. Type
Crop Applic
Rate
(in/hr)
33448g�=
--I____
-NVA
-Co= --
- .40==
�
_34B
z
N o 11
GaA
6 p+
C o
.40
,4O
348$
z
GOA
WA
4o
4038
!
GoA
Co
.40
9a3
9038
9038
I
2
a
C-0 A
C`+O A
-60A
--%;7 A
G O
WA
.40
146
9038
3
4 -
NoA WA
c a
140
14-0
43
00
9038
g
9034
4
S
1
- -GOA—
GOA
GOA
,e A
1�
/A
5
c
56
WA
0
So
.S�
'.4d
KoA
Co
644
RSL_
i
Ova^
�i A
WA
N A
_:4..i��o
90 2
1
!
jVoA
woA
Go;
WA
1 µo
6qX042.
go�7.
q�F1
s
lid
Co
W A
�3S
.35
Applic
Amount
(inches)
2,15
1
2.15
.R.15
2'. I!k-
2. 1S
2.Is
1.30
f.30
1.30
1.30
r
� •15
z'. t s
45
1.15
L.15
2.15
z.3S
2 .'AS
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 limitation. The maximum
application amount shown can be applied under optimum soil
conditions.

Page 5
' 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
a 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 waste applicator to
ensure that the spreader equipment is operated properly to apply
the correct rates to the acres 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 receive the waste
analysis report for assistance in determining the amount of waste
per acre and the proper application rate prior to applying tete
waste.
NARRATIVE OF OPERAT10N
t
t

Page b
1 WAS,rE u'rILIZATION PLAN AGREEMENT
Name of Farm: G & R Farms
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
' approved animal waste utilization plan for the farm named above. 1
(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 (NCDWQ) 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, Z4 -
hour storm. The approved plan will be filed on-site at the harm
office and at the office of the local Soil and Water Conservation
1 District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Gene West
(Please print)
Signature:4L Date:
Name of Manager (If different from owner) :
'
Signature: Date:
' Name of Person Preparing Plan: G. Glenn Clifton
(Please print:)
' Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P 0 Box 438
1 Clinton NC 28329
'
Signature: oqlf.-, Date:
1
1
8

MRSTO.,
AWMI,
r; W,
rW
M. M.
pt
1" Fez;,
IQ
7.,
Tow) , 7 i
Al '!
Elm .
A f
ag
CRY

North Carolina Agricultural Extension Service
Agri -Waste Management
e _ll..I^sc al�gnd arYcuI turaI Engineers _.. '—North C ro n Unive, st
v
LIVESTOCK WASTE SAMPLING, ANALYSIS AND CALCULATION
OF LAND APPLICATION RATES
' James C. Barker
I. SAMPLE COLLECTION
A. Semi -Solid Lot Manure
i. Scraped directly from lot into spreader
' a. From loaded spreader, collect about 2 lbs of
manure from, different locations using nonmetallic
. collectors.
ii. From storage
a. Collect about 2 lbs of manure from under the surface
crust avoiding bedding materials and using nonmetallic
collectors.
H. Liquid Manure Slurry
i. Under -slotted -floor pit r
a. Extend a 1/211 nonmetallic conduit open on both
' ends into manure to pit floor. .
b. Seal upper end of conduit (e.g., by placing a
thumb over end of conduit) trapping manure that
has entered lower end, remove and empty slurry
into plastic bucket or nonmetallic -container.
'
C. Take subsamples from 5 or more locations or at
least 1 quart.
' d. Mix and add about 3/4 pint to nonmetallic sample
container.
Exterior storage basin or tank
a. Make sure manure has been well mixed with a liquid
manure chopper -agitator pump or propeller agitator.
b. Take subsample from about 5 pit locations, from
agitator pump or from manure spreader and place in a
' plastic bucket.
' *Professor and Extension Specialist, Biological and Agricultural
Engineering Department, North Carolina State University, Raleigh, NC

IJ
' System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
' nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter. -
' YCu SihOLlid be aware that operating the system differently than assumed In the
design will aiter the ap,,)hcation rate, diameter Or coverage, and szjbsequentiy the
application uniformity. For examp-'e, operating the system with :e-xcesslve pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will..reduce operating pressure.- Operating
'
below design pressure greatly. reduces the coverage diameter and application -
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated sca'e from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers; collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
' guns, sprinklers should be located along a transect perpendicular to the direction of
pull. Set out collection containers 25 feat apart along the transect on both sides of
the gun.cart.. You should.coirmpute-the-average application rate -for all
nonuniformity of the -application. On a windless'day; variation betweeri containers
1 of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
1
'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manila!
1

1
B
t
J
I �
11
United States
�l �} Department of
Agriculture
Natural
Resources
Conservation
Service
WASTE NIANAGE.NfENT FACILITY STTF EVALUATION
GENERAL INFORMATION
NAME caR FARm - LOCATION �t ar Mrd E !J o,= Aasid
&-7�� Hwy AFF llin! V 1.:3 GN
N[.wrcu 60WCVE rlC
TELEPI PONE SIZE OPERATION
NC -CPA -17
REV. 1, 2-96
LOGkTION DATA
DISTANCE FROM NEAREST RESIDEINCE NOT OWNED BY PRODUCER FT.
DIS'T'ANCE FROM NEAREST PUBLIC FACILITY (school d—ck etc) FT.
IS SITE WIT H N 100 -YEAR FLOOD PLAIN?
YES _ NO ✓
If yes, MRCS cannot provide assistance-
IS SITE AT LEAST 100 FT. FROM A "BLUE L IE- PERENNIAL STREAM?
YES NO
If no, site must be relocated.
IS SITE WrrHI L I MILE ZONING JURISDICTION OF A MUNICIPALITY?
YES NO ✓
If yes, landowner should consult with local zoning board about required
permits. Permits must be obtained prior to design approval.
ARE UTaXiTES IN CONSTRUCTION AREA?
YES NO
If yes, see Part 503 of the National Enginetring Manual and follow policy.
(Copies of maps or other reference materials may be attached to site
evaluation.
WILL. SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND? YES NO _
If yes, productr must complete Form MRCS -CPA -3S (Request for Certified
Wetland Determinatlon/Delineatlon).
WILL ACTION RESULT IN SWAMPBUS`MG7 YES _ NO
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBIL= OF THE PRODUCER TO CONTACT THE U_ S ARIMY CORP OF
ENGINEERS AND THE DIVISION OF ENVIRONMENTAL MANAGEMENT TO DEIERI-QNE IF PERMITS ARE REQumm.
IF WETLANDS ARE INVOLVED, THE PRODUCER SHOULD NOT CLEAR ANY LAND UNTIL A WETLAND DELINEATION
IS MADE.
MRCS will provide technical assistance in wetlands only under the following conditions. For natural wetland
inclusions less than one acre In sin, NRCS will provide assistance only if the functions and values lost are fully
mitigated For natural wetlands greater than one acre in size, MRCS will provide assistance only after a
rigorous sequencing process to include avoidance, minimization of impacts, and compensatory mitigation is
carried out in that order of preference.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED Wrrl- PRODUCER-
• PREDOMINANT VIM DIRECTION? YES NO
• PRECHARGING LAGOON WITH FRES H WATER TO AT LEAST I!2 YES ✓ NO
OF THE CAPACrTY?
• USING GOOD SOUND JUDGMENT LCL I-vND APPLICATION YES ✓ NO T
OF WASTE?

0
F
1
Ii
1
1
NC -CPA -17
REV. 1, 2-96
Page 2
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT?
YES t
NO ✓
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING AREA OR
YES ✓
NO
WILL PLANNED ACTIONS IMPACT ON AN ADJACENT NATURAL SCENIC AREA?
YES
NO �
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE PLANNED AREA?
YES
NO ✓
ARE THERE PRINTF, UNIQUE, STATE OR LOCALLY WPORTANr F.aRMLANDS L ---THE
YES _
NO
OPERATING UNIT?
IF CLAY IS NOT AVAILABLE ON SIT!~ DOES LANDOWNER HAVE
WU L THE ACTION RESULT LN SODBUSTING?
YES _
NO
If the answer to soy of the above is yes, NRCS will not proi.ide technical
IS A CORE TRENCH REQUIRED7
assistance unless a2encv policv is followed -
NO
(Attach soil investigation sheet to site evaluation.)
WASTE NS %.NAGEME.N7 -
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY Ls-NND APPLY .ail. WASTE YES ✓ NO _
INCLUDING SLUDGE, ALTHOUGH SLUDGE MAY ONLY BE APPLIED INFREQUENTLY?
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAN ID? YES _ NO
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON LAND YES _ NO
ON WHICH TO APPLY WASTE?
(Attach Waste Utilization Pian to site evaluation.)
SOIL INVESTIGATION - VALID ONLY IF SOIL 1W.FSI71GATION
SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON?
YES ✓
NO
IS A LINER REQUIRED?
YES ✓
NO
TYPE OF LINER TO BE USED;
CLAY ✓ BENTONITE SYNTHETIC
IF CLAY LINER IS TO BE USED, IS SUITABLE CLAY AVAILABLE ON
YES `�
NO
SrrE7
IF CLAY IS NOT AVAILABLE ON SIT!~ DOES LANDOWNER HAVE
YES
NO
ACCESS TO CLAY?
_
IS A CORE TRENCH REQUIRED7
YES
NO
(Attach soil investigation sheet to site evaluation.)
IS SUBSURFACE DRAIN TILE PRESENT?
Yr•S _
NOV
(If yes, tile must be removed or plugged)
SITE APPROVED YES ✓ NO _ CONDITIONAL
COMMENTS
THIS SITE INVESTIGATION IS VALID FORTWELVE MONTHS FROM THE DATE SHOW; I BELOW. IF CONSTRUCTION
HAS NOT BEEN STARTED W THIN TWELVE MONTHS, A NEW SITE LYVESIIGATION WILL BE REQUIRED. y
SIGNATURE dt .tel 4-, DATE -'7/-7 9 (a
V Changes in the Ioca1 or state Law or changes in the standard could require a new site investigation.

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r r r r� ri r r r
Swine Farm. Waste Management 'Odor Control Checklist
M r r r
Source Cause -,13MPs to Mlalmize Odor Site Specific Practices
Farmilead • Swine production d Vegetative or'wooded buffers;,
t Recommended best'management practices;
W Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals CY Dry' floors
Floor surfaces • Wet manure -covered floors W Slotted floors;
Cd' Waterers. Iodated over slotted floors;
Q" Feeders at high end ofsolid floors;
IT Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits • Urine; 0' Frequent manure removal by flush, Pit rccliarbc,
• Partial microbial decomposition --/or scrape;
0 Underfloor ventilation
Ventilation exhaust fans Volatile gases; ip —Fun maintennncc;
Dust [g/' Er ieienl air movement .
Indoor surfaces • Dust Y Wasltdown between groups of animals;
Feed additives;
CK. Feeder covers;
Q' Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon O Flush lank covers;
liquid while tanks are filling O Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys. Agitation during wastewater EX Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon W. Extend recharge lines to near bottom of pits
liquid while pits are.filling . I with anti -siphon vents
Lift stations • Agitation during sump lank 0 Sump lank covers
fiiling,and drawdown
Outside -drain collection • Agitation during wastewater O Box covers'
orjunctfon boxes conveyance
AMOC - November 11. 1996, Page 3

no
li■� r r r i� rr r r lr r Ir r I� I� r I® Ir Ir
Source Cause BMPs to Minimize Odor Site Speckle Practices
End of drainpipes at • Agitation during wastewater Extend discharge point of pipes undemeath
lagoon conveyance lagoon liquid level
Lagoon surfaces + Volatile gas emissions; Proper lagoon liquid capacity.;
• Biological mixing; or Correct lagoon startup procedures;
• Agitation CT'Minimum surface area -to -volume ratio;
CY"'Minimum agitation when,pumping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler • High pressure agitation; CY Irrigate on dry days with little or no wind;
nozzles a Wind drift Ci Minimum recommended operating pressure;,
at"Pump intake near lagoon liquid surface;
❑" Pump from second -stage lagoon
Storage tank or assn 0 Partial microbial decomposition; ❑. Bottom'or midlevel loading;
;surface + Mixing while tilling; ❑ Tank covers;
• Agitation when emptying ❑ Basin surface mats of solids;
AMOC - November 11, 1996, Page 4
❑
Proven biological additives or oxidants '
Settling.basln surface
• Partial microbial decomposition;
C1
Extend drai.ppipc outlets underneath liquid
• Mixing while tilling;
.
level;
• Agitation when emptying
❑
Remove settled solids regularly
Manure,'slurry or sludge
• Agitation when spreading;
0
Soil injection -of s'Id'iry/sludges;
spreader outlets
Volatile gas emissions
❑
Wash residual.manure from spreader atter usc;
❑
Proven biological ndditives or oxidants
Uncovered manure,
• Volatile gas emissions while
0
Soil injection ofslurry/sludges
slurry or sludge on field
drying
❑
Soil.incorporatlon within 48 lirs.;
.surfaces
❑
Spread In Thin uniform layers for rapid drying;
❑
Proven biological additives or oxidants
Dead'animals
Carcass decomposition
1'roper disposillon of chrcassus
Dead animal disposal
Carcass decomposition
❑
Compicie covering of carcasses In burial pits;
pits
❑
Proper locatioh/construction ol',disposal pias
Incinerators
Incomplete combustion
❑
Secondary stack burners
AMOC - November 11, 1996, Page 4

Source CaUSO BMPs to'Minimize.odor Site Specific Practices
Standing water around 0 Improper drainage; Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Woo tracked onto • Poorly maintained aceess'ronds Form access road maintenance
public roads from farm
access
Additional Information : Available From :
Swint Manure Management ; 0200 Rule/BMP Packet NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU - BAE
Swine Production Facility Manure Management:. Pit Recharge - Lagoon Treatment ; EBAE 128-88 NCSU - BAE
Swine Production Facility Manure Managcment:.Underfloor Flush - Lagoon Treatment-; EBAE 129-88 NCSU-DAC-
Lagoon
CSU-DAGLagoon Design and Management for Livestock Manure Treatment and Storage ; EBAE 103-83 NCSU - AAE
Calibration of Manure and Wastewater Application Equipment ; EBAE Fact Sheet NCSU-SAE
Controlling Odors from Swine Buildings; PIH -33 NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual NC fork Producers Assoc
Options for Managing Odor ; a report from the Swine Odor Task Force NCSU Abri Communications
Nuisance Concerns in Animal Manure Management: Odors and flies ; PRO107, 1995 Conrcrcnce Procecdinp Florida Cooperativu Extension
AMOC -November 11, 1995, Page 5

Insect -Control Checklist for Animal Operations
SollI-cc 01 use IMI's Io CUlltt-ol 111seds 51i Specific I11'aCllces
Liquid Systems
FIIISIl GWICrs Accumulation orsulids Mush system is designcd aid operalcd
surlicicntly to remove accumulated sulids from
gnllcls as designed.
L� [Untove bridging ar neemmilmed solids at
tliscbargc
Lagoons alltl fits • CI ASMI Solids yGr Maintain lagoons, scllling hasllls and Ails wherc
I)CM bl-Mlillg is apparcnl to nlillil1li7.0 the
crusling of solids to a depth of no more th;u G -
3 inches over more (hail 30% of sm Facc.
lixCessivc vegelarive • D lyirlt; vCgdaliolr Mainlain vegetative control along banks or
U1 OwIll lagoons and other impoundnlcrsls to prevent
accumuh.ition or decaying vegetative matter
along wnler's edge.on impoundiimit's perimeter.
Dry Systcius
Feeders FCed Spillage Gr Design, operate and maintain recd systcros (e.g.,
bunkers and Iroughs) to minimize Ilic
/accumelation of decaying Nvasl;sgc.
P Clean up spillage on a routine basis (c.g,, 7 - 10
day in(crvai during sunnscr; 15-30 day inlcrvaI
luring Nvintcr).
Decd 5101 age Accumulations of feed residues Gr Keducc moislure accumulation within and
around immedialc perimcler of recd storage
areas by insuring drainage away firom site
and/or providing adequate containment (e.g.,
covered bin rur brcwcr's grain and similar high
�/� noislurc grain products).
l3 Inspect rur and remove or brcak up rsceti mllalctl
solids in filler strips around recd storage as
needed.
AMIC - November 11, 1996, Page

Mortality Management Methods
(check which method(s) are being implemented)
❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
/ stream or public body of water.
Gr Rendering at a rendering plant licensed under G.S: 106-168.7
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and desigrn
approved by the Department of Agriculture
❑ Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December I8, 1996

IRRIGATION
c DESIGN
� CERTIFICATION
u
FOR
GENE WEST
6894 Feeder to Finish
January b, 1998
1
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
NRCS, DEM, and all other State and Local Regulations
to the best of my 1 Zv�W`ed "e:aod belief.
r
v
cL
F
' M. Floyd Adass, P �?� v Date
License No. 12273
�'iira:i: asp,.

4111111111111111 -M -M = = M -M -M -M
IRRIGATION SYSTEM DESIGN PARAMETERS Date:
Land Owner/Operator Name: Gene West County:
Address: P.O. Box 532
Newton Grove, NC 28366
Telephone: [phone]
TABLE 1 -"Field Specifications (1)
06 -Jan -98
Sampson
Approximate
Maximum
Usable Size
Field of Field (3)
Number (2) (Acres)
Soil Type
Slope
(%)
Maximum i
Application
Rate (4)
Crop(s) (in / hr)
Maximum
Application
per Irrigation
Cycle (4)
(inches) Comments
3488.1 10.9
NoA
1 -2
Cotton, Winter Annuals 0.4
0.5
3488 - 2 2.6
GoA
1 -2
Cotton, Winter Annuals 0.4
0.5
9038-1 1.8
GoA
1 -2
Cotton, Winter Annuals 0.4
0.5
9038-2 0.1
GoA
1 -2
Cotton, Winter Annuals 0.4
0.5
9038-3 2.2
NoA
1 -2
Cotton, Winter Annuals 0.4
0.5
9038-4 11.4
GOA
1 -2
Hybrid Bermudagrass, Small Grain Overseeded) 0.4
0.5
9038 - 5 11.6
__-_ .... --- - 1 5.8
GOA
Non
! 1,- 2_
1 - 2
Hybrid Bermudagrass, Small Grain Overseeded _0.5_
0.5
Cotton, Winter Annuals 0.4
0 5
9040- 1 3.9
_
1 NoA _
1 - 2
Cotton, Winter Annuals 0.4
0.5
9041 - 1 4.1
NoA
1 - 2
Colton, Winter Annuals 0.4
I
0.5
9042 - 1 9.2
NoA_�
1 - 2
Cotton, Winter Annuals 0.4
0.5
9042-2 7.6
Ra
0- 1
Cotton, Winter Annuals 0.35
0.5
I
i
Total = 71.1
(1) Table to be completed in its entirety by Field Office personnel and forwarded to the irrigation system designer.
(2) See attached map provided by the Field Office for field lccation(s).
(3) Total field acreage minus required buffer areas.
(4) Refer to N.C. Irrigation Guide, Field Office Technical Guide, Section I S G. Annual application must not exceed the agronomic rales far the soil and crop used.

Date: 06 -Jan -98
TABLE 2 - Traveling Irrigation Gun Settings
Make, Mode! and Type of Equipment:
Amadas Reels 81025 G4 w/ 4'hp Gas Engine; Nelson
1008; eerkely Pump 82EPBL;
Marathon Electric Motor YL 286TTDR701BEP W (3 Phase)
Zones (2)
within
Fields t
Travel
Speed
ft ! min
Application
Rate
in t hr
TRAVEL LANE .
Effective Effective Hours per
Width tt Lon th ft Pull
Wetted
Diameter
feel
Flow
Rate
m
Nozzle
Diameter
inches
EQUIPMENT SETTINGS
Operating Operating.
Pressure Pressure Arc
Gun(psi) Reel(psi) Pattern 3
Wetted
Acres
Comments
See Irrigation Layout for Details.
1A
0.00
0.44
180
0
1.1
260
125
0.86
60
97
230 i
0.34
Stationa Location
1B
2,97
0.37
180
330
1.8
260
125
0.86
60
97
270
1,36
2
2.97
0.37
180
440
2.4
260
125
0.86
60
97
270'
1.82
3
2.97
- 0,37
180
510
2.8
260
125
0.86
60
97
270
2.11
4
2.97
0.37
180 I
540
3.0
260
125
0:86
60
97
270
2.23
5
2.97
0.37
180
560
3.1
260
125
0.86
60
97
270
2.31
6A
3.35
0.44
90
660
3.4
255
94
0.71
BO
104
180
1.36
II 613
3.35
0.44
90
I
w760
3.9
255
94
0.71
80
104
180
1.57
I 7
2.97
0.37
180
880
4.9
260
125
0.86
60
97
270
3.64
8
2.97
0.37
180
700
3.9
260
125
0.86
60
97
270
2.89
?I 9
2.97
0.37
180 I
710
4.0
1 260
125
0.86
60
97
270
2.93
2,97
0.37
180
690
3.8
260.
125
0.86
60
97
270
2.85
II10
11
2.97
0.37
180
3.8
260
125
0.86
1 60
97
270
2.81
12
2.97
0.37
160 _
_680
550
3.1
260
125
0.66
60
97
270
2.02
Must Not Spray in Well Butter
13A
2.97
0.37
180
650
3.6
260
125
0.86
60
97
270
2.69
Must Not Spray In Pond or Butter
13B
3.35
0.44
90
630
3.2
255
94
0.71
80
104
180
1.30
14A
2.97
0.37
180
915
5.1
280
125
b,86
60
97
270
3.78
14B
2.97
0.37
180
620
3.5
260
125
0.86.
60
97
270
2.56
15A
2.97
0.37
180
915
5.1
260
125
0.86
60
97
270
3.78
156
3.35
0.44
160
610
3.1
255
94
0.71
80
104
180
2.24
16
2.97
0.37
180
260
1.4
260
125
0.86
60
97
270
1.07
17
2.97
0.37
180
380
2.1
260
125
0.86
60
97
270
1.57
18A
2.97
0.37
180
420
2.3
260
125
0.86
60
97
270
1,74
Must Not Spray in Pond or Buffer
18B
2.97
0.37
180
310
1.7
260
125
0.86
60
97
270
1.28
19
2.97
0.37
180-
850
4,7
260
125
0.86
60
97
270
3.51
20
2.97
0.37
18D
_
850_
4,7
260
125
0,86
60
97
270
3.51
21A
3.35
0.44
9D -
-
410
2.2
255
94
0.71
80
104
180
0.85
Must Not Spray in Property Buffer
21B
2.24
0.29
180
_
500
3.4
255
94
0.71
80
104
270
2.07
Must Not Spray In Property Buffer
21 C
2.24
0.29
180
380
2.5
255
94
0.71
80
104
270
1.57
Must Not Spray In Proed Buffer
21 D
3.35
0.44
90
310
1.7
255
94
0.71
80
104
180
0.64 .'
Must Not Spray in Propbrty Buffer
22A
2.97
0.37
180
915
5.1
260
125
0.86
60
97
270
3.78-
.78-228
22-8
2.97
1 0.37
180
690
3.8
260
125
0.86
60
97
270
2.85
(1) See ahached'map provided by the Field Office for field location(s). 71.03 = Total Eff. Wetted
{2) Show separate entries for each hydrant location in each field, each entry is a separate zone. Acres
(3) Use the following abbreviations for various arc patterns'. F (full circle), TO (three quarters), 'TT (two thirds), H (half drde), T (one third), Q (one quorler).
May also use degree of arc In degrees.

Date. 06 -Jan -98
TABLE 4 - Irrigation System Specifications
TABLE 5 - Thrust Block Specifications (1)
Designer may provide thrust block details. on separate sheet.
LOCATION
THRUST BLOCK AREA (sq. ft.)
Traveling
Irrigation Gun
Flow
Rate of Sprinkler gpm
250, 2 x 125
Max.
Operating Pressure at Pum(psi)
133
Desi
n Precipitation Rate in/hr
0.29 - 0.44
Hose
Type
Length (ft)
of Speed Com enstion
850
Mechanical
Pump
Type (PTO, Engine, Electric)
Electric
Pump
Power (hp)
33
45 Degree Bend
0.35
0.75
TABLE 5 - Thrust Block Specifications (1)
Designer may provide thrust block details. on separate sheet.
LOCATION
THRUST BLOCK AREA (sq. ft.)
2" line
3" line
4" line
6" line
90 Degree Bend
0.65
1.39
2.30
4.92
Dead End
0.46
0.98
1.60
3.48
Tee
0.46
0.98
1.60
3.48
45 Degree Bend
0.35
0.75
1.20
2.67
Ground Entry (2)
0.86
1.81
2.90'
6.40
(1) See USDA-NRCS Field Office Technical Guide, Section IV, Practice Code 430 -DD,
(2) It is recommended that Ground Entry blocking be approximately 25% to 33% more than
that required for 90 degree elbows.

IRRIGATION COMPUTATIONS FOR:
Gene West
PREC TATi'QN RATEi
PR = Precipitation Rate
Q = Flow Rate (gpm) 125
' d = Diameter of Spray (ft 260
r = Radius 130
' FQRMIJLA-
PR = --,--96.3 x Q 1(3.1416 x (0.9 x
2
r ) ) x 360 1 u
�.
EXAMPLE
2
E MPLE
PR
= 96.3 x 125 1(3:1416 x
(0.9 x 130 ) ) x 360 1 u
'PR
= 0.28 x 360 1 u
2.23 x 360 1 u
PR
5d
-thee
ur
AfG ( �
0.37 270
2.97
270
LR--AVE-L S EEDS:
'
Design Depth = 0.50 inch
S
= Traveler Speed
Q
= Flow Rate (gprn)
125
'
d
= Application Depth (in
0.5
w
= Lane Spacing (ft.)
180
1.605
Constant
FQRMVLA.-
S=
1.605 x Q I( d x w)
x 360 l u
x 180 ) x 360 1 u
05 -Jan -98
E MPLE
_
S=
1.605x 1251{0.5
S =
2.23 x 360 1 u
5d
-thee
ur
AfG ( �
2.97
270
x 180 ) x 360 1 u
05 -Jan -98

Total Dynamic Head =
Head at Pump =
136.92 psi
133-46 psi
05 -Jan -98
TOTAL DYNAMIC HEAD
(CAL CULA TIONS)
Main Traveler
FI
= Friction Loss
Q
= Gallons per Minute 250 125
D
= Pipe Size 4.00 2.50
L
= Length of Line 2230 850
1i
c
= Pipe Coefficient 150 150
FORMULA:
_ ,M2 ,&W .ar'%
FI
= [0.2083 x (100 / c) x (Q / D } x (L1100)]
x 0.433
EXAMPLES
for Friction Loss:
FI
= [0.2083 x (100! 150 ) x ( 250 1 4 ) x {
2230 / 100)] x. 0.433
Fl
= 30.83 Main Line
FI
= [0.2083 x (1001 150 )"m2x ( 125,.8 1 . 2.5 4,W% } x (
850 / 100)] x 0.433
FI
= 32.04 Traveler Hose
37 Incl 5 psi other losses
Total D narnic Head for the Com fete System.
1
-
Traveler Oper. Press = 60 psi (from Chart)
Traveler Hose Loss = 37 psi
'
Main Line Loss = 31 psi
Elevation wlin Field = 10 ft. 2.31
Ft. of water per
Suction Lift= 8 ft._
Lb. of Press.
'
Fitting Loss = 3 ft.
Total Dynamic Head =
Head at Pump =
136.92 psi
133-46 psi

FORMULA:
EXAMPLE
BRAKE -HORSEPOWER
(CALCULATIONS)
BHP = Brake Horse Power (hp)
Q = Flow (gpm) 260
TDH = Total Dynamic Head (ft) 316.3
EFF = Efficiency of Pump 60%
BHP = Q x TDH 1 ( 3960 x EFF)
BHP = 250 x 316.3 1
BHP = 33.3 HP
05 -Jan --98
3960 x 60%-)

4'
A
1
1
1
1
1
1
1
A
1
1
1
O5 -Jan -98
VELOCITY:
(CALCULATIONS)
There are two line sizes_ The 6" line coming, directly from the lagoons,
and 4" inch lines going to all the hydrants. The 6" line is needed to
keep the velocity at the slower speed when running both reels at the
same time.
FORMULA:
2
V= Q x0.408/D
611
_Main
V = Velocity (fUsec)
Q = Flow Rate (gpm) 250
D = Diam. of Pipe (in) 6.00
Main V
V =
For the 6 " Line;
2
250. x 0.408 / 6
2.83 ft 1 sec
V 2.83 ft I sec
4,*
Lines
V = Velocity (ft/sec)
Q = Flow Raie (gpm) 125
D = Diam. of Pipe (in) 4.00
z
Main V = 125 x 0.408 / 4
V = 3.19 ft/sec
For the 4 " Line, V= 3.19 ft I sec

_M An Mill MINII.-Mil
Q6 -Jan -98
Narrative of Irrigation System Operation
According to the data furnished by the Owner(s) and the affiliated companies the following is an overall description of the system to
include procedures of operation such as start-up, shut -dawn, winterization,. and regular maintenance of the equipment.
This operation contains 10 buildings with a capacity of 6890 animals.
The annual plant available nitrogen (PAN) produced by this operation will be 15847 pounds.
This system is designed to effectively wet 71.0 acres of land. As usual, more land will be receiving water but is not counted as
total "wetted acres".
This system contains 850 LF of 6 inch and 5830 LF of 4 inch PVC (SDR 21) with 22 hydrants,
There are 31 separate zones from these hydrants.
Care should be taken when starting the pump unit to allow all lines to fill slowly so as -to allow the air to escape from the lines.
After this process, the motor rpm's should be slowly increased to obtain the desired system pressure. Failure to allow the entrapped
air to escape before increasing the motor speed may cause damage to the system.
Shut down procedures should be the reverse of start-up. The operator should slowly decrease the motor speed to ,idle and then
shut it off.
All regular and seasonal maintenance should be performed according to manufacturer's recommendations.
Pumps and travelers should be drained prior to freezing temperatures.

IRRIGATION SYSTEM DESIGNER 05 -Jan -98
Name: M. Floyd Adams _
Company. M. Floyd Adams, P.E, Y
Address: P.O. Box 1098, Kenansville, NC 28349
Phone: 910 - 296 - 1170 .
r
t
i
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigaition system which includes hydrant locations, travel lanes, pipeline routes, thrust block locations and buffer areas
where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3.. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigalion pump, traveler and sprinkfer(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA - NRCS standard for Irrigation Water Conveyance. N,C, Field Office Technical Guide,
Section IV, Practice Code 430 - DD.
8. The Informatlon required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors
at a particular site and address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 75 feet wide or wider must be maintained between the limits of the irrigation system and all perennial streams and
waters of the state per DEHNR - DEM Code section 15A NCAC 2B.0100 - Waste Not Discharged to Surface Waters.

CONCRETE THRUST BLOCKS:
(calculations)
Assumptions: 1) Thrust blocking design pressure is assumed to be 150 psi.
2) Soil bearing capacity is assumed to be 1500 pounds per square foot.
3) Refer to the attached Thrust Blocking sheet for multiplier.
For b" PVC Pipe
90 deg elbow 49.2 x 150 = 7380/1500 = 4.92 sq ft
45 deg elbow 26.7 x 150 = 4005/1500 - 2.67 sq ft
Tee/Dead end 34.8 x 150 = 5220/1500 - 3.48 sq ft
Ground Entry 63.98x 150 = 9594/1500 - 6.40 sq ft
For 4" PVC Pipe
90 deg elbow
23
x
150 =
3450/1500 =
2.3 sq ft
45 deg elbow
12.4
x
150 =
1860/1500 =
1.2 sq ft
Tee/Dead end
16.2
x
150 -
2430/1500 -
1.6 sq ft
Ground Entry
28.8
- x
150 -
4320/1500 -
2.9 sq ft
For 3" PVC Pipe
90 deg elbow
13.9
x
150 =
2085/1500 =
1.39 sq ft
45 deg elbow
7.51
x
150 =
1126.50/1500 =
.75 sq ft
Tee/Dead end
9.80
x
150 -
1470/T500 =
.98 sq ft
Ground Entry
18.07x
150. -
2710.5011500 =
1.81 sq ft
For 2" PVC Pipe
90 deg elbow
6.45
x
150 =
968/1500 =
.65 sq ft
45 deg elbow
3.50
x
I50 =
525/1500 -
.35 sq ft
Tee/Dead end
4.56
x
150 =
684/1500 =
.46 sq ft
Ground Entry
8.58
x
150 =
1287/1500 -
.86 sq ft

t2-st
THRUSTBLQCKS3
Thrust blocking prevents main line from moving when the pressure load is applied. In ef-
fect, the thrust block transfers the load from the pipe to a wider load bearing surface. Thrust
hlocks are required where fittings are used to change the direction (i.e., at all ties, elbows, wyes,
laps, valves, hydrants and reducers) of the pipeline. The thrust backing must be formed against
,. a solid trench wall and these fitting areas must be excavated by hand because mechanical
equipment will damage the bearing surface of the trench wall.
'
The size and type of thrust block depends on pipe size, line pressure, type of fitting, degree
of bend and type of soil. In most cases,
the size and type
of thrust block will be determined by
the.engineer. Thrust block size may be calculated
by the procedures shown:
'
STEP 1. Multiply the pipe pressure by the appropriate value shown in the following
table to get pounds
thrust per psi working pressure.
Dead End
90'..
450
221/2 °
'
Pipe Line or Tee
Elbow
Elbow
Elbow
11/z " 2.94
4.16
2.25
1.15
2 4.56
6.45
3.50
1.78
'
2 t/2 " 6.65
9.40
5.10
2.60
.
3 9.80
13.9
7.51
3.82
31/2 12.8. •
18.1
9.81
4.99
4 " 16.2
23,0
12.4
6.31
5 24.7
35.0
18.9
9.63
6 34.8
49.2-
26.7
13.6 -
'
8 59.0
83.5
45.2
23.0
10 91.5
130.0
70.0
35.8
12 129.0
.182.0
98.5
50.3
STEP 2. Determine the bearing strength of the soil from the table below:
. Solis and Safe Bearing Loads Lbs. Sq. Ft.
SoundShale 10,000
Cemented Gravel and Sand
difficult to pick :,000
Coarse and fine compact Sand _ 31000
Medium Clay - Can be spaded 2,000
Soft Clay 1,000
Muck 0
STEP 3. Divide the total thrust obtained in Step 1 by the bearing strength of the soil; this gives
the square feet of area needed:.-
J
I
Certai
n Teed and Installation
Code 40-22-16H
'511175
2-15

F ip, -e (ample of di fferent arras ge-nents for thrust blocks.

uU, V4, to, DSun 1a:1n rfla aln u-, Vaaa
1
MANUFACTURER'S CERTIFICATION
' GASKET — JOINT
PR200, PR160, PRI 25 and PRI 00 PVC PIPE �
y This la tocerVfythat Mepioductsheroin tWerredtoandmanul2cturedbrNOR7'HAMEJIICANPIPECORPORATION
meet or exceed rhe uirHmenis o1 the reg
y req perierrertt standards and ui&llrtg agelrt-rHs as khA;atect
MATERIALS —PVC materials used in PR200, PR160, PRI 25. and PRI 00 pips, tnanufactured.by
NORTH AMERICAN PIPE CORPORATION, comply with ASTM Standard D-1784 and are approved by National
Sanitation Foundation for potable water use. Pipe is made from a virgin PVCcompou nd with a cell ctassification of
12454-B; the established hydrostatic -design -basis (HDD rating is 4,000 psi of 734°F MTC. The Standard
I. Thermoplas>iz Pipe Material Designation CoCle is PVC 1120.
PIPE —Physical dimensions and tolerances of PR200. PR160, PRI 25 and PRI 00 pipe, manufactured by
y NORTH AMERICAN PIPE. CORPORATION, am -Within the requirements'of ASTM Standard D-2241, Product
Standard M22-70 and the National Sanitation Foundation Standard 14. Befled-end PR240, PR 1 e0, PR125, and
PR100 pipe made"Iorgasket joints by NORTH AMERICAN PIPE CORPORATION, meets the above specifications
including ASTM D-3139. White is the standard color with blue optional.
GASKETS AND LUBRICANTS Gaskets and Lubricants are compatible with the plastic
material in NORTH AMERICAN PIPE GORPORATION pipe and In combination with them will not adversely affect
1 the potable qualities of the water. Each gasket -is factory installed In bell -end pips. Gaskets and joints meetAll
requirements for performance as specified in ASTM D-3139 and F-477. All NORTH AMERICAN PIPE CORPORA-
TION gaskets are factory installed and have a steel reinforcing. ring. (Locked -in)'
(FITTI NGS -- Gasketed fittings, supplied by NORTH AMERICAN PIPE CORPORATK}N,rneetthe require -
Monts of ASTM Standards, D-3139. Said fitfings are approved by the National Sanitation Foundation for potable
water and have working pressures of 200 PSI at 73.47 unless otherwise noted
MARKING —PR200, PR18(1 PR125, and Pa 100 pipe, are marked as prescribed in ASTM Standard
D-2241 i.e. nominei pipe size, type of p13.9tfc pipe Material, pipe dimension ratio, pressure rating„ AS7M specification
designation number, manufacturers name and code, and the Nafbnai Sanitation Foundation seal for potable water.
IN PLANT TESTING —Per ASTM D-2241:
r
1- Plpe shall be homogeneous thxoughnut and free from visible crar-ksholes, foreign inclusions, and other def ects,
2. Yfall Thickness, Outslde Diameter, and Ovality - Once per hour. Method: AST14 0.2122.
3"" QUICK BURST - Every flight hours Method: ASTM x1599.
4. FLATTENING - E=very eight hours Method: ASTM x12241 6.5.
5. IMPACT- Every eight hours Method: -ASTM D-24441
6_ EXTRUSION QUALTiY- Every eight flours, Method: :STM D-2152-
7. SUSTAINED PRESSURE- Ts*ioe per year. Method= ASTIM o-1598.

jw
r
r
4" FL. X 4" MCL ALUMINUM' ADPT
4" CERAMIC -BUTTERELY VALVE
4" SCH 80 PVC PLANGE
4" 200 CLASS PVC PIPE
SCH 80 4X4X:4 PVC TEE (SXSXS)
I4 -3U-97 -10. MANNING

System Calibration
} Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
3 pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
s You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure- proper application rates and uniformity. Calibration at. least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of .the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
1,
`Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

A
A
Innovative New Design Concept Provides Greater Operator'Contro!
Simpler Operation. Low Maintenance. Accurate Application.
'' �- r
• TechnoIogically advanced design improves operational performance.
• New frame design provides lower center of gravity for added stability!
• Double guncart lift arms holds guncart in place during transport.
• Innovative new -cam design for speed compensation ensures accuracy.
"User -Friendly" Control Station makes
' Reel Rain Operation Simple And Easy!
utonlatic Hose RetH6
Ywk #ate-
a-RttnOedFFfame Desiga`;
+'e bb --c::yy y:
'12TUR : =
e. Safl�ty-Slileld>�g
�'Iiritable- -
o~Gal�anized Guncart
•-Galvanized Fittings
• Mechanical Hose Guide
• Misivind Sensor
• Built-in Storage Tray
Larne "spider" design lurntable is
[maintenance free, no bearings to grease'....
and provides for effortless positioning
of (lie reel. Multi -position upper frame
pin locking mechanism allows for
ease adjustments.
tray holds infeed hose, tools
and outer items.
Model
'
Hose Length
Hose I.D.
Lane Spacing
No. of Acres
Covered in
Flow Rate
One Pull, App13•ing 1"
Nelson Gun
Number
(Feet)
(Inches)
(Feet)
One Pull
(G.P.M.)
of Water hrs.)
and Pressure
Gas
Gas
1025
850
2.5
180
3.8
181
10.7
SR 100/80 PSI
1100 Holland Rd. _ _ _ _ _ a 1701 South Slappcy 131,
PU. Box 1833 - Suffolk, VA 23439 - 1833 =�= P.O. Box 36h7 - I�Ib:an,, GA 31706
Phone [phone] - Fax [phone] Phone [phone] - 1 -ax [phone]
AMAI)AS h l)USTRIi S' policy is one of cort[inu��us impau�raaeia�- •:nd u,c ic,crve the riLh[ io chance specifics[iur�s, deign 01 pa icc �i[hau[ i31cucTing obligation.

BIG GUN° PERFORMANCE TABLES U.S. UNITS
100 SERIES BIG GUNS 240 TRAJECTORY
100 T TAPER BORE NOZZLES
-Avaaatlle only Y In Flop d SR100.
100 R RING OZZLES 100 DN DIFFUSER NOZZLES
PS!
NoYzte
NOZzIe
Noz#129303-
.86 RING
MOiz4
.93 RING AM RING
Nozzle
Nozzle
Nozzle
0.6 DN
1
NpZ le
yMZ71e — —
-
GPM DIA
'S'
'S5'
b
GPM DIA
GPM OIA
GPM Dc.;
.7"
y1+{. i.%rl
jn[�i�
.75'
9'
85'
'"�:
9'
�7�•50
10'
�aYODi]68�
P.S.I.
GPM
DIA.
GPM DEA-
GPM
I 118 23—c
134 238 152 222
-2 60:i0E5
Du.
GPM
DIA-
GPM
DIA-
GPM
DIA_
GPM
DIA.
GPM
DIA.
GPu
DIA.
50
50
205•
6A 215'
74
. 145. 285
163 300
235'
100
245'
115
256' '
1W
265'
750
273'
165
280'
20c
300•
70
60
225'
75 2313'
1313
100
105 270'
263'
120
215'
136
.283'
155
295•
177
30Y
197
3t0'
24]
338'
90
68
215'
83 258'
t00
83'
135
295'
155
306'
175
315'
201
326'
223
335'
274
362'
110
76
265'
92 278'
111
03'
150
315' 1
IZI
324•
t95
335'
222
311'
247
355'
304
380'
-Avaaatlle only Y In Flop d SR100.
100 R RING OZZLES 100 DN DIFFUSER NOZZLES
PS!
.71 RING
.77 RING
.81 RING
.86 RING
-69 RUNG
.93 RING AM RING
0.5 DN
0.6 DN
0.7 Df:
I
0.6 DN
1
GPM DIA
GPM DIA
GPM DIA
GPM OIA
GPM DIA
GPM DIA GPL! DIA
GPM DIA
GPM OIA
GPM Dc.;
GPM DIA'
y1+{. i.%rl
jn[�i�
.=Y3 ry
'"�:
e"' -
�7�•50
�78at17SY�..
�aYODi]68�
40
Fa$076�n12'•'r.].'.i0�'.t-.
66 208
78 212
91 215
t03 224_
-T;29.DS.v:67
I 118 23—c
134 238 152 222
-2 60:i0E5
45 154
66 16_8
�Z<��7fi'1'
91 tee
+• {161'
its 1%
t- L .
60
81 235
''�e68.. +S
96 24U
�-.r
rt0 2a5
�'
t25 250
Z1=.��52��6'`''
tet 270
164 275 182 280
�77�.is.29`.L3�"L s:3ii�.19Q•:3[m
— —
�� —
— —
—
110 2G.
��1.°' c
123 216
��`-'-
80
94 255
. 145. 285
163 300
189 30'°- I 21; 315
, 11
a_
—
111 265
--1127 275
...=%v 1•? �_�a.e
•1
1
<�Y`-7p�
ri
:I
rt � aL�=i�'�,k
15
Y.7'=
•r
M.4���=I1 -a
Nil ARNI
t•i�`}s}�
100
105 270'
124 280
142 295
162 305
182 320
212 325 335
— —
— —
— —
— —
•ft.2
IIIII�
1
}236
•
1
"The diameter of throw is approximately 3% less for the 21• uajeQOry onto. 65: less for 18!
150 SERIES BIG GUNS --- 240 TRAJECTORY"
t150 T TAPER BORE NOZZLES
Nozzle
t.'
GPM DIA-
..150 R RING NOZZLES
The diameter of throw is approximately 3% less for the h° uajectory angte.
200 SERIES BIG GUNS - 270 TRAJECTORY"
' 200 T TAPER BORE NOZZLES
1
200 R RING NOZZLES
--1nR Owmelel of throw is approximately 2% less for In•` 7 ;raj"clor•y angle- S+t less for G+e 21' Trajectory angle
' the BIG GUN' perlorma, data has been obra:.r•r•_ uWw ideal les. conditions ar*] may taa adversely afleclnd ay —rc rrgo hyQravl•: entrance conddrons or other IaClors
Nelson Irrigalion Cu,.x anon makes no representation regarding droplet Cone=:On, umro•m+tr, p applica:c+ rale.
Ncc: IV
1.9'
GPM DIA
890 515'
NEREMM
1 005 555'
1110 590'
1210 620'
.
Aing
D.
Ring
08,
D.
Ring
1,181
.
III,
1 26j
,
1!�`f
tti7-P7
— •
Ste•
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mai' .
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The diameter of throw is approximately 3% less for the h° uajectory angte.
200 SERIES BIG GUNS - 270 TRAJECTORY"
' 200 T TAPER BORE NOZZLES
1
200 R RING NOZZLES
--1nR Owmelel of throw is approximately 2% less for In•` 7 ;raj"clor•y angle- S+t less for G+e 21' Trajectory angle
' the BIG GUN' perlorma, data has been obra:.r•r•_ uWw ideal les. conditions ar*] may taa adversely afleclnd ay —rc rrgo hyQravl•: entrance conddrons or other IaClors
Nelson Irrigalion Cu,.x anon makes no representation regarding droplet Cone=:On, umro•m+tr, p applica:c+ rale.
Ncc: IV
1.9'
GPM DIA
890 515'
NEREMM
1 005 555'
1110 590'
1210 620'

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' as.
toil i:Onservatlon Service
SCS -CPA -026 1.. "Name apnd Adddress Jo�f Person
(June 911
HIGHLY ERODIBLE LAND AND %YETLAND Pd Sox .53 Ir
CONSEP.VATION DETERMINATION �{
`U r -')
Name of USDA Agency or Person Requesting Determination F-134
tr Ct=r'Tjnm i - Hirm v FRrinim F 1 Amn
No. and Tract No.
2. Date of Request /
3. County
SannpSC-M
�FC304 Z
6. Is soil survey now available for making a highly erodible land determination? Yes 32' No E3
FIELD NO.Is)
TOTAL ACRES
41. .ire there hydric soils on this farm? Yes t� No C
Are there highly erodible soil map units on tnis farm? Yes ❑ No
12. Wetlands f W), including abandoned wetlands, or Farmed Wetlands (FW) or Farmed Wetlands Pasture FVJP).
V iU :
List highly erodible fields that, according to ASCS records, were used to produce an agricultural commodity in any
crop year during 1981-1925.
Wetlands
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
9. List highly erodible fields that have been or MC be converted for the production of aoriculiural commodities and,
according to RSCS records..were not used for this .purpose in any crop year during 1991 -1985; and werena;
enrolled in a USDA set-aside or diversion. program.
farmed and maintained in the same manner as they were prior to December 23, 1985, as long as they are not
10. This Hinhly Erodible Land determination was corn.plei e Cllice Field
din ?hs'
abandoned.
'.1%till
SECTION If - WETLAND
The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
with FSA.
26. The planned alteration measures on wetlands in fields are not considered to be maintenance and if
installed will cause the area to become a Converted Wetland (CW)- See item 22 for information on CW+year. CV14?
The wetland determinaf*n was completed in the office EJ field and was deliveredo mauedo to the person on r 1 V''
28. Remarks- Qnnyr��. �ij2 % cries 1 v -t L)N Lk wz.1-e [Lu VI/� 6 " 1
&+efWl�A�' MA ux�s 9t r rwt�c� ova T2u - go4Z �Ma : wes-�` o Ks, .---L- Ate► r.^ is, r -i17 a/_ A i a ■.n t t L _ --11
29. 1 certify that the above determination is correcl and adequate for use in derermining 30.
eligibility for USDA program benefits, and that werland hydrology, hydric soils, and
hydrophyric vegetation under normal circumstances exist ore all areas outlined as
Wetlands Farmed Wetlands. and Formed Wetlands Pasture.
AsWistenae and pmgn ms of fire Soft Conservation Services vailable wlthoW regard to ace, reAgion, color, ser,or
1 SCS Copy
31. Date
FiELDN3.;S)
I TOTAL _S
41. .ire there hydric soils on this farm? Yes t� No C
12. Wetlands f W), including abandoned wetlands, or Farmed Wetlands (FW) or Farmed Wetlands Pasture FVJP).
V iU :
1 S7 -
Wetlands
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
,
farmed and maintained in the same manner as they were prior to December 23, 1985, as long as they are not
abandoned.
'.1%till
V
Prior Converted Cropland (PC). Wetlands that were converted prior to December 23, 1985. The use, management
drainage, and alteration d prior converted cropland (PC) are not subject to the wetland conservation provisions unless
the area reverts to wetland as a result of abandonment.
141 Artificial Wetlands (AW). Artificial wetlands includes irrigation -induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
Minimal Effect Wetlands (MW). These wetlands are to be farmed according to the minimal -effect agreement signed
at the time the minimal -effect determination was made.
Mitigation Wetlands (MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23. 1985 and November 28; 1990.
17. Restoration with Violation (RVW-year). A restored wetland that was in violation as a result of conversion after
November 28, 1990, or the planting of an agricultural commodity or forage crop.
Restoration without Violation (RSW). A restored wetland converted Between December 23, 1985 and
November 28, 1990, on which an agricultural commodity has not been planted.
19. Replacement Wetlands (RPW)- Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
01- Good Faith Wetlands (GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
Converted Wetlands (CW). Wetlands converted after December 23, 1985 and prior to November 28, 1990. In any
year that an agricultural commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
Converted Wetland (CW+year). Wetlands converted after November 28, 1990. You wilt be ineligible for USDA
program benefits until this wetland is restored.
Converted Wetland Non -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs.
cranberries, vineyards or building and road construction.
24. Converted Wettand Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
by SCS.
The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
with FSA.
26. The planned alteration measures on wetlands in fields are not considered to be maintenance and if
installed will cause the area to become a Converted Wetland (CW)- See item 22 for information on CW+year. CV14?
The wetland determinaf*n was completed in the office EJ field and was deliveredo mauedo to the person on r 1 V''
28. Remarks- Qnnyr��. �ij2 % cries 1 v -t L)N Lk wz.1-e [Lu VI/� 6 " 1
&+efWl�A�' MA ux�s 9t r rwt�c� ova T2u - go4Z �Ma : wes-�` o Ks, .---L- Ate► r.^ is, r -i17 a/_ A i a ■.n t t L _ --11
29. 1 certify that the above determination is correcl and adequate for use in derermining 30.
eligibility for USDA program benefits, and that werland hydrology, hydric soils, and
hydrophyric vegetation under normal circumstances exist ore all areas outlined as
Wetlands Farmed Wetlands. and Formed Wetlands Pasture.
AsWistenae and pmgn ms of fire Soft Conservation Services vailable wlthoW regard to ace, reAgion, color, ser,or
1 SCS Copy
31. Date

1 _. __ _
v,
_ _. ___.: _ _ _ _ _
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hORE PAGES

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11
LANG MANAGEMENT GROUP, INC.
DATA FORM
ROUTINE WETLAND DETERMINATION WETLAND
\r -Jt: ; (1987 COE Wetlands Delineation Manual)
Pao e 1 012
t
ProjecitSite: GENE WEST TRACT _ Date: _ 09/12/96 _
j
Applicant/Owner: GENE WEST -� County:-SAMPSON
Investigator: TURNER_. f _ State: NC -�
.'Do Normal Circumstances exist on the site? Yes l No
Is the site significantly disturbed (Atypical Situation)? Yes No
Is the area a potential Problem Area? Yes �lo�
(If needed, explain on reverse.)
VF-GETATION
1 Oom6ant Plant 5peciA u Stratum- lndicaiar -D&r inanf Plant
1.
Red maple
Tree
2.
Black gum
Tree
3.
Sweet bay____
- Tree
4.
Sweet m
Tree
5.
TiTi
Shrub
Depth to Free Water in Pit: _(in.)
6.
Netted chain fern
G. COV.
7.
Catbrier - -- -�--
W. Vine
8.
Fettabush
Shrub
Percent of Dominant Species that are OBL. FACW or FAC
(excluding FAC-)
Remarks:� ----- ----- -
OBL
OBL
FACW+
FAC+
FACW
OBL
FAC
FACW
Community ID: Wetland
Transect ID:
Plot ID: _--
turn
Wetland Hydrology Indicators: -
Primary Indicators
Inundated
-X-Saturated in Upper 12 Inches
Water Marks
---Drift Lines
Sediment Deposits
-R-Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 inches
-Water-Stained Leaves
Local Soil Survey Data
-Local
Test
_Other (Explain in Remarks)
-Recorded Data (Describe in Remarks):
Stream,Lake, or Tide Gauge
Aerial Photographs
_Other
X No Recorded Da#a Available
Field Observations:
Depth of Surface Water: _ fl -(in.)
'
Depth to Free Water in Pit: _(in.)
Depth to Saturated Soil: 6 (n.)
Remarks------ - �- - --- - - - - --- -
Community ID: Wetland
Transect ID:
Plot ID: _--
turn
Wetland Hydrology Indicators: -
Primary Indicators
Inundated
-X-Saturated in Upper 12 Inches
Water Marks
---Drift Lines
Sediment Deposits
-R-Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 inches
-Water-Stained Leaves
Local Soil Survey Data
-Local
Test
_Other (Explain in Remarks)

I
I
1
SOILS Proiect/Site: GENE WEST TRACT Pace 2 of 2 wetland
map;jnil Name
'(Series and Phase): Rains fine sandy loam
Drainage Class: POOFZ.LY DRAINED
ITaxonomy
Field Observations
(Subgroup):_ TyREfaleaciuylls
Confirm Mapped Type? 1:zy�e-s No
-1 Profiie Descriotion:
DepSh Matrix Color
Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist)
Abundance/Contrast Structure. etc.
Ifs; 0r.,V%k.
G - 7 A 11DYR 2/1
fine Qranular structure
Ifs: v.fr..v,)k.
7 12 G tOYri 612
med. granular struc:yre_
'
: ' S =_ -- -- 3TG OYZ; i5j
scit-wk.-Jine
--'istinct 00 'F, subangular blocky 5',. -UC
-
--medium
cc)mmoin medium. J;c--L;nzi: scI:ir.,vvk,rnedium
BTG -j OYR i5/1
I 0YR o15 & 7. 5YR X15 subangular blockv si; uc
Hydric Soil Indicators:
Histosol
Histic Epipedon
—Concretions
High Organic Content in Surface Layer in Sandy Soils
—Organic
Sulficlic Odor
Streaking in Sandy Soils
X Aquic Moisture Regime
Lis ted on Local Hydric Soils List
X_Reducing Conditions
—Listed on National Hydric Soils List
or Low -Chrorna Colors
—Other (Explain in Remarks)
Remarks:
' ti Hydric soil indicators were observed in the field -
WETLAND DETERMINATION
IHydrophytic
Vegetation Present? 6ei-i'. No (Circle)
j (Circle)
Wetland Hydrology Present? 'Y No
Hydric Soils Present? fej No
Wetland?Y---'
is Point Within No
this Sampling a -�ts
Remarks:
Wetland line flagged in pink1black ribbon.
-
_ Approved by 3/92
I
OWNERS NAME:
GENE WEST
Land Management Group, Inc.
P.O. BOX 532
Post Office Box 2522
NEWTON GROVE, NIC
Wilmington, N.C. 28402
28366
910-452-000I
910-567-5319
I
1

AV
ISM
BAN
rr.
Ki
way
Voltz?,

17-�? UN, IED STATES DEPAr'2i3 EN'T Or AGR!CULTJRE For h, proved - OIAE3 No. 055
HIGHLY ERODIBLE LAND CONSERVATION (HELC) AND WETLAND
CONSERVATION (WC) CERTIFICATION
.c Burden end Act Sftsremer=)-
(s+� ,oycrse rr Pub►' Pm•ecy
. Name of Producer r."•. % �� 2. Identification Number 3. Current Crop Yt.
I -7
J 4. Do the attar hed AD-1026A(s) list all your fanning interest uuty, and show current MRCS det,•rminations? _ .. _ .. .. _. _ YES 1
-`_- -.
Ij No ", contact your Corinry FSA Offtce before completing this form.. . . - {
_1
� 5. Are you a landlord on any farm linedon .40-1026A that will not be in compliance with KEEELC and;VC provisions?
Ij"Yes", AD -1026C must be prepared
6. Does ilie landlord reuse to comply with rE=LC =uin:mcnts on any-.`a.^ns tis:cd or. A.D-! C''6A.? If'Yes", A -D -1026B must j
be
i7. Lis he, -e or armch a !is o; a=.iiia cd pc--5o.-_s with ;L -Wins intc-st See reverse for car. e-3lcncrlor_ �:e,- ,Fore", ijgaalLablc. i
ffl iteMS 5 or 13 are answered '`-';S`, cirde tme apalizabie farm number on AiD-•?C26k
S. Dt`-ins utie crap Vim- e_^,t=-rd in i:_^:n � xoo�•c• a: rise t_--tt of a reauescd USD,-, loam wi14 voc_
(a) ,dant or produce an agrictdtwral co=odiry an land for which neither z highly a adible land no: wetland dYtennutation
has been made?
Y=5
plant or produce an agriculmrei comrnodiry on land on which planting was made possible by drainage, dredging, filling,
leveling, or any other, means alts D -nix 23, 1985, and has not evaluated and approved the drainage activities.
_.
9. Since Member a, 1985, have you or has anvone on your land, or wi l you or anyone on your land dunng Cee crop yea: entered
` in it..:n 3 above, or the terra of z requcst_-d USDA loan - - - ' - - --- -
(a) conduct(ed) any land clearing, drainage, (tile or open ditch), filling, leveling, or dredging to drat* a new drainage system
that has not been evaluated by NRCS? Indicate year ijanswered "Yes ". - -
conduct(ed) any drainage activities to maintain, improve, or modify an existing drainage syrirm that bis not been
evaluates by MRCS? indicate year if anrwered -Yrs". - _ is'.. s:
10. Will you conduct any activities for fish production, aces, vineyards, shrubs, building construeaon, or other non-ag'icuitiaal
purposes that have not been evaluatd by ?LRCS?
"YES" for any one of these iterns, sign and date in item 11 below. Circle Lhe applicable tract number on AD -1026,
If answers t0 items $, or list in item 12 on AD -1026A. Atiffs
YES` answer authorizes FSA to refer AD-102E4a NRCS-fa make-
and/or certified wetland determination. DO NOT sign in item 13 until the NRCS detennination is corr%plete.
9, or 10 are: .. ;
' 'NO" for an ofltiese items or NRCS determin2tions are complete. complete dem 13'. 'T
11, Signature of 1 hereby certify that the above information and the information on attached AD -1025A; is true and correct to the best
Producer _.mac knowfedge and belief _ •'� "
:I �Date.� i .
12- Referral to MRCS Enter a r d a NRCS determination is needed because Date Reterieo !Signattr+eofl`SARepmsentative
(Completed by FSA)...; -Yes" is answered- in iternf 8, 9, or 10_ u
NOTE: Before signing in item 13, Read AD -1026 Appendix. ,
Continuous AID -1026 Cer'tilicatio:,
I understand and agree that unless I give written notice otherwise, this certification of compliance and agreement shall serve as a continuous eerfificatic
and agreement for subsequent crop years That is, as to the current and subsequent crop years -
• I agree to the tams and conditions stated on AD -1026 Appendix on all land in which I have or will have an interesL %
• I agree that if there are any chruiges in my opeivtion or activities that may affect compliance with these provisions, I will file a revised AD=I026.
• I agree to file any required exemption requests for c: ch applicable crop year.
• i understand that affiliated persons are also subject to compliance with these provisionsand their whim to ly or file AD -1026 wil 4vtwt.
in loss of eligibility to persosss or enterprises ands whom they are aSiliated.`(.(�ilictsdperson renes a,r�on the reveres ojAU jcrirst,),�.'_'.;
F m
'6ruwSion He ► art�.i �_ IN
This p vgmm or m*Vey wdt be cwxQxmd on e noM5W2vmMfty bash wf xd RV -d to recd, octan JvNg+'on. +►+s>a 0 arpio. MM sa .round/ afMM Of dw"Fr .
cmmiNAL - FSA COPY

LAND MANAGEMENT GROUP, INC.
DATA FORM
ROUTINE WETLAND DETERMINATION UPLAND
(1987 COE Wetlands Delineation Manual)
Pane 1 of 9
tl Project/Site: GENE WEST TRACT
Date:
09/23/96
Applicant/Owner: GENE WEST
County:
SAMPSON
Investigator: TURNER
State:
NC
Tree
9. Carolina jessamine Vine FAC
Do Normal Circumstances exist on the site?Ye No
Community ID:
Upland �
I' is the site significantly disturbed (Atypical Situation)? es
Transect ID:
Tree/Shrub
Is the area a potential Problem Area? Yes Na
Plot ID:
4. Water oak
(It needed, explain on reverse.)
FAC
12.
1 VEGETATION
1
n
1
1
-:0 ominant Plani a
Spees
$V atum
indicator
Dominant cant cies tratum Indicator f
Loblol ine
FAC
W.
1.
Tree
9. Carolina jessamine Vine FAC
2. Sweet gum
Tree
FACW
10.
3. Blackjack oak _
Tree/Shrub
FACU
11.
4. Water oak
Tree/Shrub
FAC
12.
5. Bracken tern
G. Cover
FACU
13.
6. Pepperbush
G. Cover
FACW
/4.
7. Poison ivy
W. Vine
FAC
15,
5. Grapevine
W. Vine
FAC
16.
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC—)
Remarks:
HYDROLOGY
Welland Hydrology Indicators:
Recorded Data (Describe in Remarks):
Primary Indicators
Stream,Lake, or Tide Gauge
Inundated
'Saturated
_Aerial Photographs
in Upper 12 Inches
Other
Water Marks
,K_No Recorded Data Available
Lines
_Drift
_Sediment Deposits
Drainage Pattems in Wetlands
Field Observations:
Secondary Indicators (2 or more required):
_Oxidised Root Channels in Lipper 12 inches
j
Depth of Surface Water:
none (in.)
Water—Stained Leaves
Local Soil Survey Data
Depth to Free Water in Pit
736 (n.)
FAC—Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil:
X36 (in.)
Remarks:
/ ( r
Non/Qfd [oCSy
J
, h�: ce��0�5

1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Crlll C
P"i.m KZila• r PMP UVFCT TPAr`T
Par3p 9 of 9 unlanri
Map Unit Name
(Series and Phase): Goldsboro fine sandy loam
Drainage Glass: Two
Field Observations
Taxonomy (Subgroup): A uic Paleudults
Confirm Mapped Type? Yes No i
Profile Description;
Depth Matrix Color
Mottle
Texture, Concretions,
(inches) Horizon (Munsell Moist)
Abundance/Contrast
Structure, etc. �.
a
-
sl; v. i;.; wk.
1 0 — 8 kp 10yr 512
—
med. granular structure
_~—
common medium faint
sci Tr.; wk. i.
p 6 — 19 Stl 10vr 5/4
10YR 5/6
sty:. structure
I l� _
common medium distinct
scl; ir.;wk. f.
i 19-32 Bt2 10YR 5/4
10YR 6/1; 10YR 5/6
sbk. structure
common medium distinct (10YR 5/6)
tr.; w. f_ sbk.
32-41 Btg1 1 QYR 6/2
_ few fine prominant (10YR 4/8)
structure I�
I
Hydric Soil Indicators:
i
l
Histosol
tions
i
Histic Epipedon
_Come
_High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor
Streaking in Sandy Soils
i
Aquic Moisture Regime
_Organic
listed on Local Hydric Soils List
_Reducing Conditions
_Listed on National Hydric Soils List
Gleyed or Low-Chroma Calors
Other (Explain in Remarks)
Remarks:
iso y �.0 s a.
�.� o r s
Hydrophytic Vegetation Present?Yes No (Circle)
Wetland Hydrology Present? es CND
Hydric Soils Present? Yes
Remarks:
Wetland line flagged in pink/black ribbon.
GENE WEST
P.O. BOX 532
NEWTON GROVE, NC
28366
910-567-5319
(Circle)
Is this Sampling Point Within a Wetland? Yes (:No)
Land Management Group, Inc.
Post Office Box 2522
Wilmington, N.C. 28402
910-452-0001

' U.S. ARMY CORPS OF ENGINEERS
Wilmington District
M7
Action ID: � a f SZ•Z County: `qGi vviI�
Go+1
' Concurrence Notification for N -RCS Jurisdictional Determination
Property Owner/Operator: Govt. 5
Address: GL._: '
Telephone Number:
., -
7
�a:`�„ber or ?act:
qo6 �- 1 o t
Size and Location of Property (acreage, waterbody, road name/number, town, etc.):
' `Z ac,-�� Cahn---At�('1A5 1tf q, t.Qosi n
_-
' Delineator/NRCS Representative. C . VV • 50�,v, 5e e
Y
I Indicate which of the following apply:
Ell concur with the wetland determination accomplished for the above described
' property. As this determination does not provide information regarding the
specific Iimits of wetlands on the tract, it is strongly suggested that the wetlands
be delineated, verified, and surveyed prior to any manipulation of the property.
' Such mapping would help to avoid any unintentional disturbance of wetlands on the
site, assist in planning, and may be required prior to issuance of any permit.
❑ Ido not concur with the wetland determination accomplished for the above
' described property. (Rationale must be provided as an attachment to this form.)
❑ I concur with the wetland delineation accomplished for the above described
' property. It is strongly suggested that the wetlands be surveyed to help avoid any
unintentional disturbance of wetlands, assist in planning, and provide information
1
which may be required prior to issuance of any permit.
❑ I do not concur with the wetland delineation accomplished for the above described
property. (Rationale must be provided as an attachment to this form.)
Prior Department of the Army permit authorization will be required, in most cases, for any
discharge of excavated or fill material into waters or wetlands on the above property. A permit is
not required for work restricted entirely to high ground. For project -specific, Department of the
Army permit requirements concerning your proposal, plp ase contact:
M M lel i aw ( 5 Ta v l at 171D 1 7i5 I If -(o 3
Project Manager Signature: /� v Expiration Date: PALO(

Ell

State of North Carolina l�1igT RGA! V
t' Department of Environment, Health and Natural �� giftmc„ N
Division of Water Quality 10 /gQ�
Non -Discharge Permit Application Foran / ►,
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGII�p pe
rg/*,9
General Permit - Liquid Animal Waste Operations
Filo
The following questions have been completed utilizing information on file with the
Division. Please review the information for completeness and ma �Av io�s
which are appropriate. If a question has not been completed by tIw'.on,,!pkease;.
complete as best as possible. Do not leave any question unanswered.
GIC 1 b 1998
Application Date: q- IZ-�'i`�
FAYMEV111.E
1. REQUIRED ITEMS CHECKLIST oE'` rtFE1GE
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants Initials
1. One completed and signed original and one copy of the application for General Permit -Animal
Waste Operations; _ A
2. Two copies of a general location map indicating the location of the animal waste facilities and
held locations where animal waste is disposed;
3. Two copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWMP, one must be completed prior to submittal of a general permit application
for animal waste operations.
II. GENERAL INFORMATION:
1. Farm's name: _G&R Farms 1-4.5-8
2. Print Land Owner's name: Gene West _
3. Land Owners Mailing address: 673"3Newto to Grove Hwy
City: Newton rove N Zip:
Telephone Number: 91 -567-531 _._
4. County where farm is located: Sampson
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a, copy
of a county road map with the location of the farm identified): Hwy. 13_ south from Newton Grove. approx. /4aniles,
turn right on SR 1644 (Eldrige Rd.). Go about 3/4 mile to farm on right.
6. Print Farm Manager's name (if different from Land Owner):
7. Lessee's / Integrators name (if applicable; please circle which type is listed): Prestae esta�e Farms)
82-284
FORM: AWO-G-E 2126/97 Page 1 of 3

a
III. OPERATION INFORMATION:
I. Farm No.: 82-284
2. Operation Description: Swine operation
Feeder to Finish
-342&—Certified Design Capacity
{SqD
Is the above information correct? 0 yes; Mno.
If no, correct below using the design capacity of the facility
TyW of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish k ago 0 Non -Layer 0 Beef
0 Farrow to Wean (#f sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
3. Acreage cleared and available for application:�: ; Required Acreage (as listed in the CAWMP): 30
4. Number of Lagoons: / 3 ; Total Capacity: �tcW Cubic Feet (ft3)
Number of Storage Ponds: ; Total Capacity: Cubic Feet (ft3)
5. Is animal waste being applied on any field which has subsurface drains? + S or NO (please circle one)
6. Are subsurface drains present in the vicinity of or under the lagoon? YES or 'RJ (please circle one)
IV. APPLICANT'S CERTIFICATION:
I, G (Land Owner's name listed in question 11.2), attest that
this application for G + S (Farm name listed in question 11. 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
V. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1, C!IrjyE 5• WAST, TR. (Manager's name listed in question 1I.6), attest that this
application for '~ K F7 (Farm name listed in question 11. 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 I
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-4535
TELEPHONE NUMBER: [phone]
FORM: AWO-G-E 2/26/97
Page 2 of 3

M

Producer:
Location:
Telephone:
Type Operation:
Number of Animals:
(Design Capacity)
STORAGE STRUCTURE:
APPLICATION METHOD:
ANIMAL WASTE UTILIZATION PLAN
GENE WEST
P.O. BOX 532
NEWTON GROVE NC
567-5319
RECEIVED
Wa7FR DiIA! �r}' SFC t ipN
NOV 1 0 1997
7.8366 Non -Discharge pemriting
Existing Feeder to Finish Swine
6890.00 hog3
Anaerobic Waste Treatment Lagoon
Irrigation
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 ni_txrogen 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 implementing your waste utilization
pl.arr in order to maximize the fertil..i.ze_r value of the waste and .to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste basad on the needs of the crop to be
grown and the. nuts: i.et r..orr1_ent of the waste. Do not apply
more nitrogen than t -he crop can utilize.
7.. Soil types are important as they have different infiltration
rates, leaching potential!,, cation exchange capacities, and
available water holding capacities.
3. Normally waste 9iial.l_ itohe applied to lana eroding at less
than 5 toms per aci.e per year- Waste may be applied to land
eroding at 5 or more tens 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 at_n::atr'd soils, when it is raining,
or when the surface is froze -n. Either of t=hese conditions
may result in runoff to surface waters w1rich is not allowed
under DEM regulations.
--- Page: 1

ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions sliould also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production
and to reduce the potential fur 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 applicat-ion method shown above. if
yc7u choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
same.
The estima`_ed acres needed to apply tlle animal waste is based on
tJpical nutrient content for this type oC facility. Acreage
requirements should be based oil the waste analysis report from your
v,%,aste management facility. In some cases you may want to have plant
analysis made, whicli could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as t_o accommodate changing waste analysis content and crop type.
T. ime must be applied to maintain pll in t -he optimum grange for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H .021.7 adopted by the Environmental
Haiiagement Commission-
AMOUNT
ommission_
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tong, etc.)
6890 bogs x 1.9 toils waste/hogs/year - 1.309.1 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
6690 hogs x 2.3 lbs PAN/hogs/year = 15847 lbs. PAN/year
0
Applying the above amount of waste .is a big .rob. You should plat} time
a3�d leave appropriate equipment to apply the waGte in a timely manner.
The following acreage will. be tieeded for waste application based on
Hie crop to be grown, soil type and surface application.
-- —
Page: 2

TR ACT
9038
ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
FIELD
SOIL TYPE & Cl -ASS- -
CROP
YIELD
LBS
ICOMM N
**
* LBS
1.7-9--�6
I
DETERMINING PHASE
CODE
79
AW N
PER
ACRES
AW N
13,216
WA
T
PER AC
AC
3.26
USED
�1
- -
�0
or
--------
100
APPLY
RESID.
APPLIC
METH
700.0
N
TIME
1.
GoA
C:O
84
0
2.87
241.08
I
APR -AUG
9038 —PGoA
9038 1-7. GoA
9038
- 9038
9038
-2 �GoA
3 NoA
= 3 �~ -� NoA
GoAIO-700.0 84 0 5.59 IAPR-nJG
��A
1 100
IA 1 100 0 2.8T]
2
CO 700.0 84 0
6. 3 6
1.7-9--�6
I
APR -AUG
WA 1 i100 0 .79
79
I !-
T(5—'l 0 0 8 0
r7'T TUG
13,216
WA
T
100
�. 3
3.26
�1
�0
1326
GoAIO-700.0 84 0 5.59 IAPR-nJG
��A
1 100
0 559
1 10 0 0 8. 2 3 8 2 3
u-- ---- —� B C
5. 5 ? 7 5 0 8. 7
20 5"I'
� MAR
0 8.7 1
15.5-§--
�. 3
APR -AfJG'
100
� 9.3 1930
--I 1.
NoA �'O 7 0 0 B 4 8 2 3 nPR - nUC;
Page: 3
---
WA
�I
1 10 0 0 8. 2 3 8 2 3
u-- ---- —� B C
5. 5 ? 7 5 0 8. 7
20 5"I'
� MAR
0 8.7 1
Page: 3

•
ANIMAL WASTE UTILIZATION PLAN
Q
J870
I
9040
1 NoA
co 700 164 0 5.68 J477.
APR-,
9040�
-9040
NoA
� 9A_11____100 0
5.68 ISO—
2 GoA
SA 11 110 0
8.48 932 i
9040
1-2 jGoA
FA �1 ].00
8.48 848
9042
1 NoACO
1706--184- 0
j13.9Tjff11170,IN APR7
9042
1 NoA
WA I 1 1106 0
13.94 7.394
90422
Ra�IU^�45U
54
0
8.7
JOY
APR -7
9042 1-2 1 Ra
3488 1 1 NoA
3488 J"i NoA
3488 7. GoA
WA
1
Q
J870
I
1100
18.7
CO
700
84
0
j15.64jT3f-_3I
APRA
WA
1
0
115.64f1561
I
1100
12.63
I
220.
CO
700.0
I
84
Q
I
APR -.
WA A 1100 10 12.63 1263
I
END � l
TOTAQ8 4 4
- indicates that this field is being over_seeded (i . e. interplanted)
or winter annuals follow summer` annuals.
The applAcaubr is cant.ioned Lhal_ P and K may be over applied
while meeting the N requirements. w the future, regulations may
require farmers W some parts of North Carolina to have a
Page: 4

ANIMAL WASTE UTILIZATION PLAN
nutrient management plan that addresses all nutrients. This plan
only addresses nitrogen.
Page: 5

- .TRACT
ANIMAL WASTE UTILIZAIIOM PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
( Required only it operator does; not own adequate land.
See required specification 2.)
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
Aid N
PER AC
AC
USED
-----
or
------
APPLY
RESID.
nAPPLI
METIi
N
TIME
END
TOTAL 10
Tndicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
In interplanted fields (i.e. small grain, etc, interseeded
in bermudagrass), forage must be removed through grazing,
hay and/or silagi. where grazing, plants should be grazed
when they reach a height of six to nine inches. Cattle
should be removed when planks are grazed to a height of four
inches. In fields wherry small grain, etc, is to be removed
for hay or silage, care should be exercised not to let small
grain to reach maturity, 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 stand of
bermudagrass . This lass of stand will result in reduced
yields and less nitrogen bring utilized. Rather than
cutting small grain for }say or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You maV wank: to consider- harvesting hay or
silage two to three Limes dur.Ay the season, depending on
time small grain is planted in the fall.
The ideal time to inteypAant-: small_ grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagr.as,s 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 stressod nonc3ik:W"s . Ni.trak c poisoning
may occur in livestock. Sampling forage or hay for
nitrate levels is recommended.
Page. 6

ANIMAL WASTE UTILIZATION PLAN
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
CROP �
UNITS
PER UNIT
BC
HYBRID BERMUDAGRASS-CONTROLLED GRAZED
TONS
50
CO
COTTON
POUNDS
0.12
SA
SUMMER ANNUALS (I.E. Sorghum -Sudan Hybri
110
so
SMALL GRAIN OVERSEEDED
50
WA
WINTER ANNUALS (I.E. Small {Trains, etc.)
100
TABLE 1
TABLE 2
TOTAL
TOTALS FROM TABLES I AND 2
ACRES
93.81
0
93.81
*** BALANCE
LBS AW N USED
18447.22
0
18447.22
--2600-22 f
-------------------
*** This number must be less than or equal_ to 0 in order to
fully utilize the animal. waste N produced.
Page: 7

ANIMAL WASTE UTILIZATION PLAN
** This Number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffer. -s, filter strips along ditches,
odd areas useable to be irrigated, and perimeter areas not receiving
Eull application rates due to equipment .Limitations. Actual total
acres in the fields listed may, and most like!y 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 2549.3 pounds of plait available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 12746.5
bounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 42,4883333333 acres of land. if you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 101.972 acres
of laid. Please be aware that these are only estimates of the PAN and
land deeded. Actual requirements could Mary by 25% depending on your
01-Ldge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WAS'T'E BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation ouch that runoff oy ponding occurs. This
vote is limited by initial soil moisLure content., soil structure, soil
Kextute, water droplet size, and orgami.c solids. The application amouAC
should not exceed the available water holding capacity of the soil at the
time of i.rr.ivation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer alld irrigation designer to ensure
chat an irrigation system in installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
Page: 8

ANIMAL, WASTE
UTILIZATION PLAN
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.
Application Rate
Applic. Amount —
'rract
Field
Soil Type Crop
(in/hr)
{inches)
3488
--17—
0.40
NoA
CO
*2.15
3488
2
0.40
-
GoA
Co
*2.15
3 8
NoA
� WA
3488
�WA
—
- 2
*
GOA
9038
*2.15
1
GOA
CO
0.40
9038
2
*2.15
GoA
CO
0.40
1038
3
- -W 0.40
* 2.15 -�
NoA
-- - CC}
_ 9 0 3 8 —
4
* 2..15
GOA
- CO -----
- 0.40
9[}38
5
BC—
0.50
*1.30
GOA
9038
-1
GOA
WA
9039
—2
-
GOA
WA
9038
_, 3
NoA
9038
�4
GOA
�WA
9038 1
5
GOA
SG
9 0 3 9—
-1
0.40
*2.15
NoA
---- Co
'30 3 — -
� 1
---
---
*
NoA ---
WTD _.,�---
01[) —
�_--__---
-- �,�.�---
---- --- 0.40
*2.15 --- _ ---
NoA--------------
051 [}--
-- -- Sn
---
*
-2
GoA
0
WA
NoA
9040
2
WA
GoA
-0.40—
NoA
CU
Page: 9

9041
9042
9042
9047.
9042
ANIMAL WASTE UTILIZATION PLAN
�1
NoA
WA
1
NoA
CO
0.40
2
Ra
CO _
—0-3
03 5
'1
NoA
WA
_ 2
Ra –
—WA
*
*2.15
*2.35
*
*
* This is the maximum application amount allowed for the soil
assuming the amount. of nitrogen allowed for the crop is not oder
applied. in many situations, the application amount shown cannot:
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and the
temporary storage must he removed on the average of once every 6.00
months. In no instance should the volume of the waste be stored in
your stracture be within t_he 25 year 2.1 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 waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. 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 receive the waste analysis
i:eport for assistance in determi.ning the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
Page: 10

WASTE UTIL17 ATION PLAN
RE- TUIRED SPECIFICIATIONS
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 the 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/leer 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 he applied to.land that is eroding
at 5 or more tons, but less than ] 0 r_ons per acre per year
providing grass filter strips etre installed where runoff leaves
the field. (See FOTG Standard 39:3 -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 s}tall be applied at rates not to exceed the soil
infiltration rate such that runoff: does not occur offsite or to
surface waters and in a method which sloes 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 Qn actively growing crops in such
a manner that the crop is not covared with waste to a depth that
would inhibit growth. The potential i.al for salt damage from animal.
waste should also be considered.
Page: 11

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior Lo 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 residential
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 riot be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to
wells.
1_3. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly inton 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
showers, toilets, sulks, etc.,
animal waste management system.
from washdown facilities,
shall not be discharged into the
17. A protective cover of appropriate vogeLat.ion will be
established on all disturbed areas (.Lagoon embankments, berms,
pipe runs, etc.). Areas shall he fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, eLc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should he Kspecked regularly for evidence
of erosion, leakage ou discharge_
Page: 12

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 vill eliminate the
possibility of an illegal discharge, pollution and erosion -
19. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spalls. A regular maintenance checklist should be kept on
site.
24. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. . However, if
animal waste is used on crops for direct human consumption it
should only be applied preplanL with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at .least annual_ty at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when then
metals approach excessive _Levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records steal I. be maintained for three (3)
years. waste application records for all other waste shall be
maintained for five (5) years.
23. Dead animals will he disposed of in a manner that meets North
Carolina regulations.
Page: 13

C
ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: G&R
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. 1
(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 Environmental Management (NCDEM) before
the new animals are stocked. I (we) also understand that there
must be no discharge of animal waste from this system to surface
wasters of the state from a storm event less severe than the 25 -
year, 24-hour storm. The approved plan will be filed onsite at
the farm office and at the office of the local Soil. and Water
Conservation District and will be available for review by NCDEM
upon request.
Name of Facility Owner: GENE WEST
(Please print)
Signature:
Date:
Name of Manager (If different from owner):
Signature: Date:
Name of Person Preparing Plan: (Please print)Wilson Spencer
Affiliation:NRCS
Address (Agency):
Signature: \_
Phone No.
84 County Complex Rd.
Clinton NC 28328
-- Page: 14

)1N114AL WASTE UTILIZATION PLAN
ANIMAL'WASTE UTILIZATION AGREEMENT -
{Needed only if additional land has to be leased, etc.)
I, hereby give
permission to apply anima]. waste from his Waste Utilization System
on acres of my latid for the duration of time shown below.
The field(s) on which waste can be applied are shown on the
attached map -
z understand that this waste contains nitrogen, phosphorous,
potassium, and other trace elements and when properly applied
should not harm my land or crops. T also understand that the use
of waste will r --educe my need for conimercial fertilizer.
Adjacent Landowner:
Waste Producer:
Technical Representative:
SWC) Representative:
Date:
Date:
Date:
Date:
'Perm of Agreement- --- ----------- , .i 9 to
(hiinimim of Ten Years on Cost Shared Items)
(See Required specification No. 2.)
Notary
Page! 15

IRRIGATION
DESIGN
CERTIFICATION
FOR
RECEIVED'
GENE WEST
6890 Feeder to Finish
January 6, 1998
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
NRCS, DEM, and all other State and Local Regulations
to the best of my 4 ,ed - t.: a+ad belief.
xk
'M
! N
Y � 1 Q �• V
W
M. Floyd As, 122 i 3 -Date
w
License No. 17173
YD
+iettst�si�s��t

I� M M M M 1111111110 1111111110 M M .111111110 M M
IRRIGATION SYSTEM DESIGN PARAMETERS
Land Owner/Operator Name: Gene West
Address: P.O. Box 532
Newton Grove, NC 28366
Telephone: [phone]
TABLE 1 - Field Specifications (1)
Date: 06 -Jan -98
County: Sampson
Field
Number (2)
Approximate
Maximum
Usable Size
of Field (3)
(Acres)
Soil Type
Slope
M
Crop(s)
Maximum
Application
Rate (4)
(in / hr)
Maximum
Application
per Irrigation
Cycle (4)
(inches) Comments
3488-1
10,9
NoA
1 -2
Cotton, Winter Annuals
0.4
0.5
3488-2
2.6
GoA
1 - 2
Cotton, Winter Annuals
0.4
0.5
9038-1
1.8
GoA
1 - 2
Cotton, Winter Annuals
0.4
0.5
9038-2
0.1
GoA
1 -2
Cotton, Winter Annuals
0.4
0.5
9038-3
2.2
NOA
1 -2
Cotton, Winter Annuals
0.4
0.5
9038-4
11.4
GoA
1 -2
Hybrid Bermudagrass, Small Grain (Overseeded)
0.4
0.5
9038-5
11.6
GoA
1 -2
Hybrid Bermudagrass, Small Grain (Overseeded)
0.5
0.5
9039-1
5.8
NoA
1 - 2
Cotton, Winter Annuals
0,4
0.5
9040-1
3.9
NoA
1 -2
Cotton, Winter Annuals
0.4
0.5
9041-1
4.1
NoA
1 -2
Cotton, Winter Annuals
0.4
0.5
9042-1
9.2
NoA
1 -2
Cotton, Winter Annuals
0.4
0.5
9042-2
7.6
Ra
0 - 1
Cotton, Winter Annuals
0.35
0.5
Total =
71.1
(1) Tabie to be completed in its entirety by Field Office personnel and forwarded to the irrigation system designer,
(2) See attached map provided by the Field Office for field location(s).,
(3) Total field acreage minus required buffer areas.
(4) Refer to N.C. Irrigation Guide, Field Office Technical Guide, Section I & G. Annual application must not exceed the agronomic rates for the soil and crop used,

Date: 06 -Jan -98
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of Equipment:
Amadas Reefs B1025 G4 w/ 4 hp Gas Engine; Nelson 100R; Berkely Pump B2EPBL;
Marathon Electric Motor YL 286TTDR7018EP W (3 Phase)
Zones (2)
within
Fields t
Travel
Speed
ft ! min
Application
Rate
in ! hr
TRAVEL LANE
Effective Effective Hours per
Width ft Length ft Pull
Wetted
Diameter
feet
Flow
Rate
m
Nozzle
Diameter
inches
EQUIPMENT SETTINGS
Operating Operating
Pressure Pressure Arc
Gun(psi) Reel(psi) Pattern 3
Welted
Acres
Comments
See Irrigation Layout for Details.
1A
0,00
0.44
180
0
1.1
260
125
0.86
60
97
230
0.34
Stationary Location
1113
2.97
0.37
180
330
1.8
260
125
0.86
60
97
270
1.36
2
2.97
0.37
180
440
2.4
260
125
0.86
60
97
270
1.82
3
2.97
0.37
180
510
2.8
260
125
0.86
60
97
270
2.11
4
2.97
0.37
180
540
3.0
260
125
0.86
60
97.
270
2,23-
5
2.97
0.37
180
560
3,1
260
125
0.86
60
97
270
2.31
6A
3.35
0.44
90
660
3.4
255
94
0.71
80
104
180
1.36
6B
3,35
0.44
90
760
3,9
255
94
0.71
80
104
180
1.57
7
2.97
0,37
180
880
4.9
260
125
0.86
60
97
270
3.64
8
2.97
0.37
180
700
3.9
260
125
0.86
60
97
270
2.89
9
2.97
0.37
180
71D
4.0
260
125
0.86
60
97
270
2.93
10
2.97
0.37
180
690
3.8
260
125
0,86
60
97
270
2.85
11
2.97
0.37
180
680
3,8
260
125
0.86
60
97
270
2.81
12
2.97
0.37
160
550
3.1
260
125
0.86
60
97
270
2.02
Must Not Spray in Well, Buffer
13A
2.97
0.37
180
650
3.6
260
125
0.86
60
97
270
2.69
1 Must Not Spray in Pond or Buffer
13B
3.35
0.44
90
630
3.2
255
94
0.71
80
104
180
1.30
14A
2,97
0.37
180
915
5.1
260
125
0.86
60
97
270
3.78
14B
2.97
0.37
180
620
3.5
260
125
0.86
60
97
270
2.56
15A
2.97
0.37
180
915
5.1
260
125
0.86
60
97
270
3.78
15B
3.35
0.44
160
610
3.1
255
94
0.71
80
104
180
2.24
16
2.97
0.37
180
260
1.4
260
125
0.86
60
97
270
1.07
17
2.97
0.37
180
380
2.1
260
125
0.86
60
97
270
1.57
18A
2.97
0.37
160
420
2,3
260
125
0.86
60
97
270
1.74
Must Not S2ray in Pond or Buffer
18B
2.97
0.37
180
310
1.7
260
125
0.86
60
97
270
1.28
19
20
2.97
2.97
0.37
0.37
160
180
85D
850
4.7
4.7
260
260
125
125
0.86
-,-0-86----
60
60
97
97
270
270
3.51
3.51
_
21A
3.35
0.44
90
410
2.2
255
94
0.71
80
104
180
0.85
Must Not Spray in Property Buffer
21B
2.24
0.29
180
500
3.4
255
94
0.71
80
104
270
2.07
Must Not Spray in Property Buffer
21C
2.24
0.29
180
380
2.5
255
94
0.71
80
104.
270
1.57
Must Not -Spray Buffer
21 D
3.35
0.44
90
310
1.7
255
94
0.71
80
104
180
0.64
_t_pro2erty
Must Not Spray in Property Buffer
22A
2.97
0.37
180
915
5.1
260
125
0.86
60
97
270
3.78
228
2.97
0.37
180
690
3.8
260
125
0.86
60
97
270
2.85
(1) See attached map provided by the Field office for field locatlon(s). 71.03 = Total Eff, Wetted
(2) Show separate entries for each hydrant kmatlon In each field. Each entry Is a separate zone, Acres
(3) Use the following abbreviations for various arc pattems: F (full circle). TO (three quarters), TT (two thirds), H (half clrcle), T (one third), Q (one quarter).
May also use degree of arc In degrees.

Ilr Ir I. r r� r �r ■r Ir r I� r •r 1, Ir irr �r irr �■
Date: 06 -Jan -98
TABLE 4 - Irrigation System Specifications
Flow
Rate of Sprinkler m
. Traveling
Irrigation Gun
250, 2 x 125
Max.
Operating Pressure at Pum(psi)__133
6" line
Design
Preci itation Rate inlhr)
0.29 - 0.44
Hose
Length ft
850
Type
of Speed Com enstion
Mechanical
Pump
Type PTO, Engine, Electric
Electric
Pump
Power h
33
45 Degree Bend
0.35
0.75
TABLE5 - Thrust Block Specifications (1)
Desiqner may provide thrust block details on separate sheet.
LOCATION
THRUST BLOCK AREA (sq. ft.)
2" line'
3" line
4" line
6" line
90 Degree Bend
0.65
1.39
2.30
4.92
Dead End
0.46
0.98
1.60
3.48
Tee
0.46
0.98
1.60
3.48
45 Degree Bend
0.35
0.75
1.20
2.67
Ground Ent 2
0.86
1.81
2.90
•6.40
(1) See USDA-NRCS Field Office Technical. Guide, Section IV, Practice Code .430 -DD.
(2) Itis.recommended that Ground Entry blocking be approximately 25% to 33% more than
that required for 90 degree elbows.

05 -Jan -98
IRRIGATION COMPUTATIONS FOR:
i
Gene West .
PREC,PffAILON RATS
PR = Precipitation Rate
Q = Flow Rate (gpm) 125
d = Diameter of Spray (ft 260
r = Radius 130
1
FORMULA..
2
PR = 96.3 x Q 1(3.1416
x( 0.9 x
r) ) x 360 1 u
EX&MPLE
2
PR = 96.3 x 125 1(3.1416
x ( 0.9 x
130 ) ) x 360 1 u
PR = 0.28 x 360 1 u
PR
1
InIHr. arc (u)
0.37 270
TRAVEL SEEDS;
'
Design Depth = 0.50 inch
S = Traveler Speed
Q = Flow Rate (gpm)
125
'
d = Application Depth (in
0.5
w = Lane Spacing (ft.)
180
1.605 Constant
FORMULA;
S= 1.605 x Q I( d x w)
x 360 l u
EXAMPIE
S= 1.605 x 125/ ( 0.5
x 180
) x 360 1 u
S = 2.23 x 360 1 u
Speed _ArcJ )_
'
2.97 270
1

I
o5-Jan-98
'
TOTAL DYNAMIC HEAD
(CALCULATIONS)
Main Tra-Y-e-fer
FI
= Friction Loss
'
Q
= Gallons per Minute 250 125
D
= Pipe Size 4.00 -2.50.
L
c
= Length of Line 2230 850-
50-c = Pipe Coefficient 150 150
FORMULA:,.�s2
,.65z <.�s6"
FI
= [0.2083 x (100 / c) x (Q / D ) x (U100)]
x 0-433
EXAMPLES
for Friction Lis: - �� 4.W56)
a
FI
= [0.2083 x {1001 150 )� x { 250 / 4 x (2230
/ 100}]x 0:433
FI
= 30.83 Main Line
'
FI
= [0.2083 x (1001 150 )f x ( 125 1 2.51 ) x (
850 / 100)],_ x .0:433t w
A
= 32.04 Traveler Hose
37 Incl 5 psi other losses
Total
Dynamic
Head for the Com tete S stem:
iTraveler
Oper. Press= 60 psi (from Chart)
Traveler Hose Loss=, 37 psi
Main Line Loss= 31 psi
Elevation w/in Field = 10 ft. 2.31
Ft. of water per
Suction Lift= 8 ft.
Lb. of Press.
Fitting Loss= 3 ft.
1
Total Dynamic Head = 136.92 psi
Head at Pump = 133.46 psi
1

BRAKE HORSEPOWER
(CALCULATIONS)
BHP = Brake Horse Power (hp)
Q = Flow (gpm) 250
TDH = Total Dynamic Head (ft) 316.3
EFF = Efficiency of Pump 60%
FORMULA:
05 -Jan -98
BHP = Q x TDH 1 { 3960 x EFF)
EXAMPLE
BHP = 250 x 316.3 / ( 3960 x 60% )
BHP = 33.3 HP

o5 -Jan -98
VELOCITY:
(CALCULATIONS)
There are two line sizes. The 6" line coming directly from the lagoons,
and 4" inch lines going to all the hydrants. The 6" line is needed to
keep the velocity at the slower speed when running both reels at the
same time.
FOR MULA:
z
V= Q x0.408/D
611
Main_
V = Velocity (ft/sec)
Q = Flow Rate (gpm) 250
D = Diam. of Pipe (in) 6.00
z
Main V = 250 x 0.408 1 6
V = 2.83 ft 1 sec
For the 6 " Line, V= 2.83 ft 1 sec
4"
Lines
V = Velocity (ft/sec)
Q = Flow Rate (gpm) 125
D = Diam. of Pipe (in) 4.00
z
Main V = 125 x 0.408 / 4
V = 3.19 ft / sec
For the 4 " Line, V= 3.19 ft I sec

r r r rr rr � rr a� rr r rr r r rr rr r� ® ■Irr r
06 -Jan -9,8
Narrative of Irrigation System Operation
According to the data furnished by the Owner(s) and the affiliated companies the foJlowing is an over description of the system to
include procedures of operation such as start-up, shut -down, winterization, and regular maintenance of the equipment.
This operation contains 10 buildings with a capacity of 6890 animals.
The annual plant available nitrogen (PAN) produced by this operation will be 15847 pounds.
This system is designed to effectively wet 71.0 acres of land. As usual, more land will be receiving water but is not counted as
total "wetted acres".
This system contains 850 LF of 6 inch and 5830 LF of 4 inch PVC (SDR 21) with 22 hydrants.
There are 31 separate zones from these hydrants.
Care should be taken when starting the pump unit to allow all lines to fill slowly so as to allow the air to -escape -from the lines.
After this process, the motor rpm's should be slowly increased to obtain the desired system pressure. Failure to allow the entrapped
air to escape before increasing the motor speed may cause damage to the system.
Shut down procedures should be the reverse of start-up. The operator should slowly decrease the motor speed to idle and then
shut it off.
All regular and seasonal maintenance should be performed according to manufacturer's recommendations.
Pumps and travelers should be drained prior to freezing temperatures.

�r r■� �r r r �r r �r r r ri r� r� r r �. r r r•
05 -Jan -98
IRRIGATION �YSTEM DESIGNER
Name: M. Floyd Adams ^�
Company: M. Floyd Adams, P.E.
Address: P.O. Box 1098, Kenansville, NC 28349
Phone: 910 - 296 - 1170
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigaition system which includes hydrant locations, travel lanes, pipeline routes, thrust block locations and buffer areas
where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA - NRCS standard for Irrigation Water Conveyance. N.C. Field Office Technical Guide,
Section IV, Practice Code 430 - DD.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors
at a particular site and address them as appropriate.
9. Irrigation pipes should not be Installed In lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 75 feet wide or wider must be maintained between the limits. of the irrigation system and all perennial streams and
waters of the state per DEHNR - DEM Code section 15A NCAC 28.0200 - Waste Not Discharged to Surface Waters.

CONCRETE THRUST BLOCKS:
(calculations)
Assumptions: 1-) Thrust blocking design pressure is assumed to be 150 psi.
2) Soil bearing capacity is assumed to be 1500 pounds per square foot_
3) Refer.to the attached ThrusCfflocking sheet for multiplier.
For 6" PVC Pipe
90 deg elbow 49.2 x .150 — -7380/1 500 = 4.92 sq ft
45 deg elbow 26.7 x 150 = 4005/150 = 2.67 sq ft
Tee/Dead end 34.8 x 150 = 5220/,1500 = 3.48 sq ft
Ground Entry 63.98x 150 = 9594/1500 = 6.40 sq ft
For 4" PVC Pipe,
90 deg elbow
45 deg elbow
Tee/Dead end
Ground Entry
For 3" PVC Pipe
90 deg elbow.
45 deg elbow
Tee/Dead end
Ground Entry
For 2" PVC Pipe
90 deg elbow
45 deg elbow
Tee/Dead end
Ground Entry
23 x 150
12.4 x 150
16.2: x i50
28.8 ~x- 150
13.9 x 150.
7.51 x 150 =
9.80 x .150 =
18.07x 150 .
3450%1.500 — 2.3 sq ft
1860/1500 — 1.2 sq ft
2430%15.00 — 1.6 sq ft
432011500 = 2.9 sq ft
J.
2085/1500 =
1.39 sq ft,
1126.50/1500 =
.75 sq ft
1470/1500 =
.98 sq ft
2710.5041500 _
1.81 sq ft
6.45 x
150 =
968/1500
3.50 x
150 =
525/1500
4.56 x
150 =
684/1500
8.58 x
I50 —
1287/1500

THRUSTBLOCKS,
Thrust blocking prevents main line from moving when the pressure load is applied. In ef-
fect, the thrust block transfers the load from the pipe to a wider load bearing surface. Thrust (.
►locks are required where fittings are used to change the direction (i.e., at all ties, elbows, wyes,
laps, valves, hydrants and reducers) of the pipeline. The thrust backing must be formed against
a solid trench wall and these fitting areas must be excavated by hand because mechanical
equipment will damage the bearing surface of the trench wall.
' The size and type of thrust block depends on pipe size, line pressure, type of fitting, degree
of bend and type of soil. In most cases, the size and type of thrust block will be determined by
the engineer. Thrust block size may be calculated by the procedures shown:
STEP 1. Multiply the pipe pressure by the appropriate value shown in the following table to get pounds
thrust per psi working pressure.
Dead End 90° 450 221/2 °
Pipe Line or Tee Elbow Elbow Elbow
11/2 " 2.94 4.16 2.25 1.15
2 4.56 6.45 3.50 1.78
' 21/2 " 6.65 9.40 5.10 2-60
3 9.80 13.9 7.51 3.82
31/2 " 12.8. 18.1 9.81 4.99
4 16.2 23.0 12.4 6.31
5 24.7 35.0 18.9 9.63
Pi
r6 34.8 49.2 26.7 13.6
.3 8 59.0 83.5 45.2 23.0
10 91.5 130.0 70.0 35.8
12 129.0 182.0 98.5 50.3
STEP 2. Determine the bearing strength th of the soil from the table below:
' Soils and Safe Bearing LoadsLbs._Sq. Ft
Sound Shale 10,000
Cemented Gravel and Sand
difficult to pick 4,000
Coarse and fine compact Sand 3,000
Medium Clay Can be spaded 2,000
Soft Clay 1,000
Muck ia
STEP 3. Divide the total thrust obtained in Step 1 by the bearing strength of the soil; this gives
' the square feet of area needed:
Certain Teed and installation
Code 40-22-16H
511175
2-15

AWL
A
?w
I
Fjqi -e Kample of different arraige,rients for thrust blocks.

uU/U4, b RUA ia:AH !'AA blb :+cr n057! µ�uVi
1
MANUFACTURERfS CERTIFICATION
CASKET —JOINT
PR200, PRI609 PR125 and PRIOO PVC PIPE
This is to cerUfythsr Use products herein reftwed to andmanuractured byNORTHAMERJCAN PIPE CORPORATION
meet or exaesd rhe mquirsrrmnts of the perVnent standards and mquJating agencies as kN%cafed:
'
MATERIALS —PVC materlats used in PR200, PR180. PR125. and PR100 pipe, manufactured.by
NORTH AMERICAN PIPE CORPORATION, comply with ASTM Standard D-1784 and are approved by National
Sanitation Foundation for potable wafter use. Pipe is made from a virgin PVCcompound with a cell classification of
12454423 the established hydrostatic -design -basis (HOB) rating is 4,000 psi at 73.4-F (23-1L The Standard
' Thermoplastic Pipe Material Designation Code is PVC 1120_
PIPE — Physical dimensions and tolerances of PR200, PR 160, PR125 and PRI 00 pipe, manufactured by
NORTH AMERICAN Plr E CORPORATION, Bre within the requirements of ASTM Standard 13-2241, Product
Standard PS -22-70 and the National Sanitation 'Foundation Standard 14. Belled -end PR200. P14180, PA125, and
PR 100 pipe rnude for gasket Joints by NORTH AMERICAN PIPE CORPORATION, meets the above specifications
including ,ASTM D-3139, White is the standard color whh blue optional.
GASKETS AN D LU R R1 CANTS Gaskets rind Lubricants are compatible vritn the plastic
rnaterlai in NORTH A14ESICAN PIPE CORPORATION pipe and in combination with them will not adversely affect
the potable qualities of the water. Each gasket is factory installed In bell -enc! pipe- Gaskets and 'pints rt>eet all
requirements for perforrnance {P9 specified in ASTM f}3139 and F-477. All NORTH AMERICAN PIPE CORPORA-
TION gaskets are factory Installed and have a steel reinforcing ring. (Locked -in)
FIM ISI G1S — Gasketed fittings, supplied by NORTH AMERICAN PIPE CORPORATION. meet the require-
ments of ASTM Standards, D-3139. Said fittings are ap"Yed by the National Sanitation roundation for potable
water and have working pressures of 200 PSI at 73.4-F unless otherVlfise rioted.
MARKING -PR200, PR1f3(), PR125, and PR 100 pips, are rnadwd as pre=R)ed in ASTM Standard
D•2241 Le- nominal Pipe size~ type of piastic pipe material, pipe dimension ratio, pressure rating. ASTM specification
desigrustion number, manufacturers name and code, and the National Sanitation Foundation seal for pofable water.
IN PLANT TESTING — PerASTM D-2241:
1. npeshalibehomogeneousthroughoutandfreefromvisibiecrack_%holes.fornigninciusions,andotherdefects.
2. Wall Thickness, Outside Dlameter. and Ovality - Once per hour. MethKod: ASTM D-2122.
3.. QUICK BURST - Every eight hours, Method: ASTM (}1599.
4. FLATTENING - Every eight hour& Method: ASTM 1}2241 6.5.
5- IMPACT- Every eight hours Method ASTM D-244.
S. EXTRUSION QUALITY- Every eight hour& Method: ASTM D-2152-
7. SUSTAINED PRESSURE - Twice per year. Method: ASTM (}1598.
F

4" FL, X 4" MCL ALUMINUM' ADPT
4" CERAMIC -BUTTERFLY VALVE
4" SCH 90 .,PVC FLANGE
4" 200 CLASS ,PVC PIPE
SCH 80 4X4X-4 PVC ,TEE' (SXSXS)
0" MANNING .1
IN

rr ■r �s ■r• ■r � rrr r r v i �.;;
4x4- sch '80' PVC 90'_deg elbow (SXS�
..4_30-97 10, MANNING
x -x. -x sch 80
EN -D PVC RISER

fl
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
' nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
,. You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
' results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure -proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
' without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
IFor stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect per'pendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
1
`Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

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~ 41
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rtti ,114 ,'t, 'r
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T J (�..'. ','tirY 't't, ..~'�Y •tom •��••1I "JT'
!

Innovative New Design Concept Provides Greater Operator Control
0
Simpler Operation! Low Maintenance! Accurate Application!
p � pp
1
1
1
1
1
[I
II
l
•Technologically advanced design improves operational performance.
O New frame design provides lower center of gravity for.added stabilit%.
O Double guncart lift arms holds guncart in place during transport.
O Innovative new cam desicn for speed compensation ensures accuracy:
°Rucdri me Design
o Galvanized ancart
° Galvanized Fittings
° Mechanical Hose Guide
• Misivind Sensor
° Built-in Storage Tray
1 Reel Rain Operation Simple And Easy'.
maintenance free, no bearings to grease!...
and provides for effortless positioning
of the reel. Alulti-position upper frame
pin locking mechanism allows for
easy adjustments.
tray holds infeed hose, tools
and other items.
Model
Hose Length
Hose I.D.
Lane Spacing
Na. of Acres
Covered in
Flo", Rate One Pull, Applying V Nelson Gun
Number
(Feet)
(inches)
(Feet)
One Pull
(G.P.M.) of Water hrs.) and Pressure
Gas Gas
1025
850
2.5
180
3.8
181 10.7 SR 100/80 PST
1100 Holland Rd. 1701 South Slappey Bled.
P.O. Box 1833 - Suffolk, VA 23439 - 1833,' 1 F j P.O. Box 3687 - Albam_', GA 31706
Phone [phone] - Fax [phone] "'°•"^' Phone [phone] - Fax [phone]
' AMADAS INDUSTRIES' policy is one of continuous improvement, and we reserve the right to change specifications, design or prices without incu-ing obligation.

BI -G GUN° . PERFORMANCE TABLES . U.S. UNITS
100 SERIES BIG GUNS - 240 TRAJECTORY
100 T TAPER BORE NOZZLES
'Available only wilh F100 d SR100.
SK- 100 R RING OZZLES
100 ON DIFFUSER NOZZLES
PSI
Nozzle
.77 RING
G PM DIA
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
DIA.
'.5
DIA.
60
'SS'
6'
Ze-"a° :`-aa__
.65'
t*'v"''
.T
78i474 '
a"' 00r168>
75"
a"
76 212
B5'
103 224
9'
134 238
WMD-�255w-"-
10"
e5 154
r--Z-S5
P.S. 1.
GPM
DIA.
GPM DIA.
GPM
DIA.
GPM
134A.
_
GPM
DIA.
GPM
DIA.
GPM
DIA.
GPM
DIA,
GPM
DIA.
GPM
DIA-
50
5o
295'
- 64
215'
74
225'
87
235'
100
245'
115
256'
130
265'
150
273'
155
280'
204
300'
70
60
225'
75
238'
88
250'
103
253'
120
275'
135
283•
155
295'
177
302'
197
310'
243
338'
;9D;;68
565 465'
245-
83
258•
1D0
270'
117135
1025 590'
1210
295'
155
306'
175
315'
201
326'
223
335'
274
362•
265'
92
270'
111
240'
129
303'
150
315'
171
32-71-195
335'
222
344'
1 247
355-j
304
380'
'Available only wilh F100 d SR100.
SK- 100 R RING OZZLES
100 ON DIFFUSER NOZZLES
PSI
.7 t RING
GPM DIA
.77 RING
G PM DIA
81 RING
GPM DIA
.66 RING
GPM DIA
.89 RING
GPM DtA
.93 RING
GPM DIA
.96 RING
GPM DLL
0.5 ON
I GPM DIA
0.6 ON
I GPM DIA
0.7 DN
GPM Dla
OXON
GPM DIA
DIA.
Rinc
1 e.=
GPM
DIA.
60
11D
•kit. aa�ni:i
Ze-"a° :`-aa__
t*'v"''
1s ,C..257.L%166
78i474 '
a"' 00r168>
40
66 2DE
76 212
91 2t5
103 224
118 235
9'"rz D
134 238
WMD-�255w-"-
152 242
iv6=8b0'
e5 154
r--Z-S5
65 168
91 lu
118 195
60
81 235_
96 24D
4r--- j,�
110 2A5
_
125 260
141 270
fir.!""-a.---�•s.
752�;290'
164 275
a+'r-
ar$17I�295,c:
163 '26'
98:,300}. --
— —
ZEN 342.—
— —
—
110 200
—
143 216
—
127 275
80
gta
94 '255
111 255
145 285
163 300
189 305
211 315
a25
aD0'
500
415'
120
124 280
tat 295
•r� . ;-.
100
mIWI TA
iD5 270
.W. j1:1 WS' .'Y
162 305
�70�375�
182 320
9i �- � sa
212 325
��� �
236 33'_
�2�:�5=
— _ .�..
-
5�=:.;
a20'
sf]3Q�� ,.. p
"The diameter of thro.• is approximately 3% less tot fhe 21` fraleao y angle, 6t less for 184
150 SERIES BIG GUNS - 240 TRAJECTORY"
' 150 T TAPER BORE NOZZLES
150 R RING NOZZLES
1
P.S.I.
Rin[
.06-
GPM
DIA,
Ring
97'
GPM
DIA.
Rinc
i.08"
GPM
DIA.
Ring
1.18"
GPM
DIA.
Ring
1.26'
GPM
DW
Ring
1,34"
GPM
DIA.
Rinc
1 e.=
GPM
DIA.
60
11D
250'
143
280'
182
300'
225
315'
275
335'
330
350'
385
365'
80
128
280,
165
300'
210
32D'
260
340'
3s5
360'
380
360'
445
395'
ID0
143
300'
185
320'
235
340'
L
290
360'
355
360'
a25
aD0'
500
415'
120
157
375
204
335'
258
360'
320
380'
385
al1Cl'
465
a20'
545
435'
"the diameter of thro- is approximately 3% less for the 21" trajectory arlcle..
1 200 SERIES BIG GUNS - 270 TRAJECTORY"
' 200 T TAPER BORE NOZZLES
' 200 R RING NOZZLES
1
- 1
The diameter of throw is approximately 2% less for the 24• trajectory angle. 5% less tar the 21 • trajectory angle.
The BIG GUN' performance data has been obtained under ideal test renditions and may be adversely alkcted by wind, poor hydraulic entrance condaiortsor other factors.
Netson Irrigation Corporation mates no representation regarding droplet condition, uniformity, or application rate.
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
Naz is
1.05"
1.1"
t2'
1,3"
14'
15'
1b"
1.75'
t9'
P.SI.
GPM DIA.
GPM
DIA.
GPM
DIA-
GPM DIA.
GPM
DIA.
GPM
DIA.
GPM
DIA.
GPM DIA.
GPM
DIA.
70
270 360'
310
380'
355
395•
415 410'
490
430•
555
450'
630
465'
755 a95'
890
515'
90
310 390'
JM
350
410'
405
425•
475 445'
545
465'
625
485'
715505'
855 535'
1005
555'
119
346 410'
39D
a30'
445
a50'
525 470'
605
495`
695515'
790
535'
945 565'
1110
590'
130
370 425'
425
445'
485
465'
565 465'
655
515'
755
540'
B60
560'
1025 590'
1210
620'
' 200 R RING NOZZLES
1
- 1
The diameter of throw is approximately 2% less for the 24• trajectory angle. 5% less tar the 21 • trajectory angle.
The BIG GUN' performance data has been obtained under ideal test renditions and may be adversely alkcted by wind, poor hydraulic entrance condaiortsor other factors.
Netson Irrigation Corporation mates no representation regarding droplet condition, uniformity, or application rate.

BERKELEY

'r WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall 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 soils shall be
monitored and alternative crop sites shall be used when thes
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five 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 requlations.
Page: 13

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Fax-m:G&R
Owner/Manager Agreement
F (we) understand and will follow and implement the specifications
and the operation and maintenance procedures 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 Environmental Management (NCDEM) before
the new animals are stocked. I (we) also understand that there
must be no discharge of animal waste from this system to surface
wasters 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 NCDEM
upon request.
Name of Facility Owner: GENE WEST
(Please print)
Signature: ,� Date*
Name of Manager(If different from owner):
Signature:
Date:
Name of Person Preparing Plan: (Please print)Wil.son Spencer
Affiliation:NRCS Phone No.
Address (Agency): 84 County Complex Rd.
Clinton NC 28328
Page: 14

ANIMAL WASTE UTILIZATION PLAN Ta
Producer: GENE WEST
Location: P.O. BOIL 532
NEWTON GROVE NC 28366
Telephone: [phone]
Type Operation: Existing Feeder to Finish Swine
Number of Animals: 6890.00 hogs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
OCT 1 61998 '
FAYt EVILLE
REG. UFFiCE
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 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. Formally waste shall not be applied to land eroding at less
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 result in runoff to surface waters which is not allowed
under DEM regulations.
Page: 1

\ i ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop 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 application methods are not the
same.
The estima''ed 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 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 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
11anagement Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
6890 hogs x 1.9 tons waste/hogs/year = 13091 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
6890 hogs x 2.3 lbs PAN/hogs/year = 15847 lbs. PAN/year
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.
The following acreage will he heeded for waste application based on
the crop to be grown, soil type and surface application.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
OU 16 1998
FAYETTE1rILLF
REG. OFFICE
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) Supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
CROP
UNITS
PER UNIT
BC
HYBRID BERMUDAGRASS-CONTROLLED GRAZED
TONS
50
CO
COTTON
POUNDS
0.12
SA
SUMMER ANNUALS (I.E. Sorghum -Sudan Hybri
110
SG
SMALL GRAIN OVERSEEDED
50
WA
WINTER ANNUALS (I.E. Small Grains, etc.)
100
TABLE 1
TABLE 2
TOTAL
***
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW N USED
93.81
18447.22
0
0
93.81
BALANCE
18447.22
-2600.7.2
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 7

rp, ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips.along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
Cull application rates due to equipment limitations. Actual total
acres in the fields lasted 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 2549.3 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 12746.5
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 42.4883333333 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 101.972 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25i depending on your
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 of the soil at the
time of irrigation nor shoulci the plant available nitrogen applied exceed
the nitrogen needs of the crop.
1-f surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
Page: 8

ANIMAL WASTE UTILIZATION PLAN
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
Field
Soil Type
Crop
Application Rate Applic. Amount
(in/hr) (inches)
0.40 *2.15
0.40 *2.15
0.40 *2.15
3488
1
NoA
CO
3488
2
GOA
CO
3488
`1
NOA
WA
3488
'2
GOA
WA
9038
1
GOA
CO
9038
2
GOA
CO
0.40 *2.15
0.40 *2.15
9038
3
NoA
CO
9038
4
GOA
CO
0.40 *2.15
0.50 *1.30
9038
5
GoA
BC
9038
-1
GoA
WA
9038
-2
GOA
WA
9038
`3
NOA
WA
9038
�4
GOA
WA
9038
-5
GoA
SG
0.40 *2.15
90)39
1
NoA
CO
9039
9040
9040
9 04 0
9040 W
9041
1
NoA
WA
0.40 *2.15
1
NoA
CO
2
GOA
SA
1
NoA
�WA
0.40 *2.15
-2
GOA
WA
1
NoA
CO
Page: 9

ANIMAL WASTE UTILIZATION PLAN
I
9041
-1
NoA
WA
9042
1
NoA
CO
0.40
9042
2
Ra
CO
0.35
9042
NoA
WA
9042
�2
Ra
WA
*2.15
*2.35
*
* 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 limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and the
temporary storage must be removed on the average of once every 6.00
months. In no instance should the volume of the waste be stored in
your stracture be within the 25 year 24 dour 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 waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables I and 2. 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 receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
Page: 10

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 the 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 1.0 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
S. 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 riot to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor or flies.
B. 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 riot covered with waste to a depth that
would inhibit growth. The potential for salt damage from animal
waste should also be considered.
Page: 11

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
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 residential
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).
12. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly inton 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 vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 12

OF. I -
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
16. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall 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 soils shall be
monitored and alternative crop sites shall be used when thes
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained_ Soil and waste
analysis records shall be kept for five 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 requlations.
Page: 13

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:G&R
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures 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 Environmental Management (NCDEM) before
the new animals are stocked. I (we) also understand that there
must be no discharge of animal waste from this system to surface
wasters 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 NCDEM
upon request.
Name of Facility Owner: GENE WEST
(Please print)
Signature: ,d Date: L ILA 17
Name of Manager (If different from owner):
Signature:
Date:
Name of Person Preparing Plan: (Please print)Wilson Spencer
Affiliation:NRCS
Address (Agency) :
Signature: \_-1
Phone No.
84 County Complex Rd.
Clinton NC 28328
te: I— �7 7 �
Page: 14

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
NCDENR
NoR TH CAROLINA DEPAR mEtrr of
ENVIRONMENT AND WwuRAL RESOURCES
September 3, 1998
MEMORANDUM
To: A. Preston Howard, Jr., P.E.
Through: Coleen Sullins
Dennis Ramsey
Kim Colson:046
From: J R Joshi d C --
Subject: Animal Waste General Permit Application
G&R farms 1-4,5-8
Sampson County
Facility Summary:
6890 Feeder to Finish.
RECH V L
CHI`T l 6 1998
Ir.4YETTE ILLE
REG.
Type of Permit: Swine Waste Operation General Permit for an Existing Facility.
Public Comments: No pablic comments have been received.
Exception: Section 1. 1, (b), (6), (b): "Entered into bona fide written contract for the
or
management astern."
Recommendation: Issuance of Certificate of Coverage.
History:
or
The above -referenced facility has applied for a Swine Waste Operation General Permit.
The permit application requests expansion of the farm to 6890 Feeder to Finish operation
from an existing 5420 Feeder to Finish operation. This existing facility was originally
following the deemed permitted process outlined in 15 NCAC 2H .0200 and Senate Bill 1217.
The applicants have requested exemption to the Moratoria on the Construction or
Expansion of Swine Farms (House Bill 515) under Part I., Section 1.1, (b), (6), (b):
"Entered into bona fide written contract for the construction or expansion of the swine
farm, lagoon, or animal waste management system."
A review of this facility reveals that this facility's design complies with all relevant
regulations. A copy of the contract entered between the owners and Hog Slat, Inc. on
March 27, 1996 is enclosed. The site evaluation for this capacity was completed July 29,
1996. The application, therefore, meets one of the exemptions from the Moratoria on the
Construction or Expansion of Swine Farms (HB 515). In light of this information, issuance
of a Certificate of Coverage is recommended.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

J
D). Application and Handling Euuipment
Caeck tae appropriate box
Cllr (VVIR or
Animal waste application equipment specified in the plan has been either fielcl)4 yid or evattiated in
accordance with existing design charts and tables and is able to apply waste,,as necessary � --o date the
waste management plan: (existing application equipment can cover the area w i�ed by the plan rates not to
exceed either the specified hydraulic or nutrient loading rani
igs, a schedule for timingof.$pplications has been
est"ab�lrsir�d; required buffers can be maintained and calibration and adjustment guidance are cttained as part of
Ub NM =MdrA or existing facility wiLhmt existing mz=Mlicafion cai=ent for MW irrim
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
Fl. �'. -„accommodate the waste Tnanagement plan; (proposed application equipment can cover the area required by the
rates
t to exceed tither the specified
of
f.?rrpa � � been established, required can bee or nutrient
calibrattg'on andrates; adjustment guidancegare
contained as part of the plea).
U New. PuandedL gi exisdag facility without existing_waste MUcadon eauivment for land UmdigB 0t using
Q= vjudgation- (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan, (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified rbydrauiip pr nutrient loading rates; a schedule for timing of
applications has been established; required i �aaq[i��jaiued, calibration and adjustment guidance are
contained as part of the plan). ,�`'91,
..••'�°,�+•..�
Name of Technical Specialist (Please
Address (Agency):.
SEAL at*Vork Completed: 1 1 S 19R
+ M.
'"4#1/41101 . .
E) Odor Control, Insect Control, Mortality Management and Emergency Action Plan (SDS
SI WUP RC or
The waste management pian for this facility includes a Waste Management Odor Control Checklist, an Insect
Control Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and
insects have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the .
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print):_ 6. ia4EN N _Cu Fiord _
Affiliation PRS w -e F—AP.PAS Zvi - - „ Date Work Completed:_ 9I s# 197
Address (Agency): AD. BW SSS_ CLI51rcW W G SZ 9 =Phone No.: O- -5111 -
Signature: _ A_ aWJA-.ux P_ (i[ (A,.. _ _ Date: bI o5I9B
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine fauns that begin construction after June
21, 1996. If the facility was built before June 21, 1996, when was it constructed or last
expanded 4994 _
I (we) testify that I (we) have attempted tacontact by certified mail all adjoining property owners and all property owners
who own property located across a public road. street, or highway from this new or expanding swine farm. The notice was
in compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified is
attached.
Name of Land Owner:
Name of Manager (if different from owner):
Signature: —Date:
AWC — August 1, 1997 3

To:-.560Z,a r+ W!{rTa
35 19-- � sfi� 1 0
i t. M4 r of 7dA1 A1C A8906
From: V ENE WEST
loT 33 ?VEv,iTo+J d1PpV�.�wv - .
A
Date: 1123/ 9 7
As required by North Carolina GS 106-805, 1 am notifying you of my intention to ex-.
pard my 5 4 A o swine farm. The farm's animal waste management system
has a design capacity of 4890
For your information, the technical specialist preparing the waste management plan is:
G. GLENN CLIFTorl
P.D. Box 4-38
CtrNToN NG xs 3t8
i
and the local Soil and Water Conservation District office address is:
SAMPSM SOIL. t WATER
-r PAF x R V.
CLin►To4 NG Z85 2, S
Written comments may be submitted to:
Copy. G_ CUW1M
Sue Homewood
Division of Water Quality
Department of Environment, Health, and Natural Resources
P.O. Box 29535
Raleigh, North Carolina 27626-0535

1) Sarah tc� h �`fe. -
P,
l�1 �r8ton I11 C a gid
a� -D0.V1d, -Tor+ (Doms)
107 Fart'o Dave
ro- y e, -ifev N nlc, a8361
3) a cLr-i' i'
Nem Grove, Nc aB 3eG
�)
F4M, Lem
_gag 7irnoi-h �d,
MC, a433q-
Ca-6-97�
C,� — 3 —9 7)
S).ChriS+,ne- Pe-'i'c-f SDh
IS 8 5 yak Grave ah..,LrCA Rd$
Neju- Gmvc) /qc LQ g �!) (p �
��. Iron �izze�l
.Srn��'ti-Feld , NG a�5�?
_ �) (zonanP Ba e�Oof
�{Isl, Na&ux,- Grove, Hwy.
Nwlvt, Grovy AIC., oA-36L
�- / -.9 7)..
(c2 — 3 q?)"

Page 4
APPLICA'T'ION OF WAS'rE 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 of the soil at the time of irrigation nor
should the plant available nitrogen applied exceed the nitrogen
needs of the crop.
If surface irrigation is the method of land application for tnks
plan, it is the responsibility of the producer and irrigation
designer to ensure that an irrigation system is installed to
properly irrigate the acres shown in tables. Failure to apply the
recommended rates and amounts of nitrogen shown in the table 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
=__===
Applic
Rate
tin
===
Applic
Amount g�8r98
(inches) C0
A
1499
3��
349
3+88
I
i
L
z
NoA
Noll
GDA
60A
Co
wA
Co
WA
.4a
.40
o
.40
r•a
1.0
1.0
1.0
1038
1
G o A
Co
. 40
,#S
(.0
9038
4039
9 a38
1
z
2
-167—
GOA
6 0 A
--%4—A
co
WA
�^
,�,#�
1.0
4.0
(.0
9038
938
4038
4o 3B
4o4a
9644
trail,
3 NoA
4-
S
S
i_
0
WA
GaA
a A
o A
�O
AIoA
At
V:2 V:2Ca
IV o A
5C,
c 8
SG _
Ca
WA
Co
WA
Yv A
.4a
So
. S�
.4o
.+4
.+0
.*0
•4"
(
��
1.0
0
i.0
�,3
o9
r -O
r•4
1.6
f.a
yo�s
40� Z
nroq
No A
Co
WA
has
r, o
qC'�2.
ZW
Ga
W J1
.3S
y35
t. o
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 limitation. The maximum
application amount shown can be applied under optimum soil
conditions.

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form / Survey
(THIS FORM A1AY BE PHOTOCOPIED FOR USE AS AN ORIGINAL).
General Permit - Liquid Animal Waste Operations
V111111`2
-__N
-mo
The following questions have been completed utilizing information on file with the
Division. Please review the information for completeness and make any corrections
which are appropriate. if a question has not been completed by th� i�pteAT
complete as best as possible. Do not leave any question una ser�d. ` OL
Application Date: - I L-ri
GUI 1 6 1998
I. REQUIRED ITEMS CHECKLIST FAYt rfEV€LLEREG. OFFICE
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
AlMigants Initials
1. One completed and signed original and one copy of the application for General Permit - Animal /
Waste Operations; - ./ A SJ
2. Two copies of a general location map indicating the location of the animal waste facilities and
held locations where animal waste is disposed;
ti
3. Two copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
t. not have a CAWMP, one must be completed prior to submittal of a general permit application
for animal waste operations.
11. GENERAL INFORMATION:
I. Farm's name: Q&R Farmq 1-4.
2. Print Land Owner's name: Gene West
3. Land Owner's Mailing address: 6733,ewt n Grove HwX
City:.N_eu�on Grave NC Zip: _28366_
Telephone Number: 910-567-5319
4. County where farm is located:
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): Hwv. 1.1 south ftorn Newtpnve approN. 3 314 milM
tufn right on SR 1644 (Eldrige RdA Go about 3/4 mile in farm on right,
6. Print farm Managers natne (if different from Land Owner):
7. Lessee's / Integrator's name (if applicable; please circle which type is listed): Prestae r tIl a Farntsl,
82 - 284
FORM: AWO-G-E 2126197
Page 1 of 3

Plik
III. OPERATION INFORMATION:
I. Farm No.: 82-,ZL4
2. Operation Description: Swine opgration
Feeder to Finish
—54'fO—Certified Design Capacity
LsgO
Is the above information correct? 0 yes; M no. If no, correct below using the design capacity of the facility
LYIZe of Swine of Animala Type of Poultry No, of Animals Type of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish ' 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: , No. of Animals:
i
3. Acreage cleared and available for application: —12700 Required Acreage (as listed in the CAWMP): 30'
S
4. Number of Lagoons: ; Total Capacity: T iJ' (W_ _ Cubic Feet (ft3 )
X18, ro�lc CGzzxr-
y
Number of Storage Ponds: ; Total Capacity: Cubic Feet (ft3)
5. Is animal waste being applied on any field which has subsurface drains? 4s) or NO (please circle one)
6. Are subsurface drains present in the vicinity of or under the lagoon? YES or co) (please circle one)
IV. APPLICANT'S CERTIFICATION:
I, G EMK WEIJ _ _ (Land Owner's name listed in question 11.2), attest that
this application for _ G J R—Frs�Zrn'z _(Farm name listed in question 11.1)
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 inc tete.
Signature _ _ _ Date
V. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1. _G CNf 5. V" k.i I 'a (Manager's name listed in question 11.6), attest that this
application for C= 4- P. rAR�AA-7 _ _ _ _ _ _ _ (Farm name listed in question 11.1)
has been reviewed by me and is accurate and complete to the best ref my kum vdge. 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. f�
Signature + Date /Z -
THE
-THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,"
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCI«RTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
VERN.11TS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: ADVO -G -E 2126197 Page 2 of 3

State of North Carolina .
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the
Animal Waste Management Plan (AWMP) certification form, P�,t� �b : a 0a ded
with this application prior to the application being ecce f"" eta ,
Application Date: -_0171 9$ _
OCT 1 61998
I. REQUIRED ITEMS CHECKLIST E=AYMEViLLE
PIease indicate that you have included the following required items by signing your initials in the
REG �� de Ynext to each
item_
licants_lnitials
L one completed and signed original and two copies of the application for General Permit - 1
Animal Waste Operations; j-4
2. Three copies of a general Iocation map indicating the location of the animal waste facilities and'
field locations where animal waste is disposed;
3. Three copies of pages 1-3 of the Animal Waste Management Plan (AWMP) Certification Form,
including Pan II (Certification of Design Items A -F). If the facility does not have Part II of the
AWMP completed, it must be completed prior to submittal of a general permit application for
animal waste operations. __d90_
4. Three copies of the Animal Waste Management Plan (AWMP) used for facility design. _ d -W -
II. GENERAL INFORMATION:
1 _ Farm's name; —Gq R f -A R M S
2. Print Land Owner's rime: GEga U rs-r
3. Mailing address:
City: EW -rod 6R04f6 State:
7jp: 20 3fvG
Telephone Number: (_ g 10 ) _5(oi 5319 _
4. County where farm is locatgd:
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): N?ILES L
AtC-ST DF Y>
r
_9EV)ToJ4 GROVE OFF of #Wv 13 m^t ELD9-QID6E 12D.
6. Print Farm Manager's name (if different from Land Owper):
7. Lessee's/ me roc's nam (if applicable; please circle which type is listed): 'PA rA6C- FARMS rdc _
FORM: AWO-G-NE 3/21/97 Page 1 of 3

III. OPERATION INFORMATION:
I . Farm No.: 82 (county number); Z84- (facility number).
2. Please complete the table below as it applies to your facility using the ceatified design capacity. The "No. of Animals"
should be the maximum number for which the waste management structures were designed
Time ouwine NQ of Animals I= i2f PoultU No. of Animals Tvne oLCattle No. of Anim&
4 wean to Feeder 0 Layer 0 Dairy
4 Feeder to Finish (0990 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish V sow)
Other Type of Livestock on the farUi: No. of Animals
3. Acreage cleared and available for application: 9 2.0 ;Required Acreage (as listed in the AWMP):
4. Number of Lagoons: 3 ; Total Capacity: 1- 5Z% (o5$ a Cubic Feet U0).
Number of Storage Ponds: -- ; Total Capacity: _ Cubic Feet (0)
5. Are subsurface drains present within loo' of any of the proposed application fields? ® or NO (please circle one)
6. Are subsurface drains present in the vicinity or under the proposed lagoon? YES or � (please circle one)
7. Does this facility meet the siting requirements in Senate Bill 1217? (Swine Only) <ga� or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? 7 9
What was the date that this facility's land application areas was sited? -71 ;t9 I `} L ,
IV. APPLICANT'S CERTIFICATION:
I, G Ecu (Land Owner's name listed in question II_2), attest that
this application for _ U t K F.ACZ.MS (Farm name listed in question U.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, incomulete.n
Signature
Date - 19- 98
V. MANAGER'S CERTIFICATION: (complete only if different from the land Owner)
I,
(Manager's name listed in question 11.6), attest that this
application for _ (Farm name listed in question 11.1)
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 AND MATERIAiS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
FORM: AWO-G-NE 3/21/97 Page 2 of 3

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the
Animal Waste Management Plan (AWMP) certification form, Part H, must be included
with this application prior to the application being accepted as complete.
Application Date: - 01719$
I. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applic luidals
1. One completed and signed original and two copies of the application for General Permit - /���
Animal Waste Operations; Z _
2. Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed; 2 -pi—
3. Three copies of pages 1-3 of the Animal Waste Management Plan (AWMP) Certification Form,
including Part 11(Certification of Design Items A -F). If the facility does not have Part n of the
AWMP completed, it must be completed prior to submittal of a general permit application for f/, �
animal waste operations. �aC-
4. Three copies of the Animal Waste Management Plan (AWMP) used for facility design. _j
II. GENERAL INFORMATION:
1. Farm's name_ G 4 R_ FARMS
2. Print Land Owner's name: _Q -4E wES-r �^ _
3. Mailing address:
City: /V 0Wzo�1 CaA0,1E State: NG zap: 203"
Telephone Number. ( 91 o ) s50- 5319
4. County where farm is located:
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road snap with the location of the farm identified): 4.0 1411-63 EST Dr-
_AAMW GROPE Oi'F of #WV 43 0AI AD.
6. Print Farm Mananer's name (if different from Land Owner):
7. Lessee's 1 me ators nam (if applicable; please circle which type is listed):'PZ E 7A6E 5-AKP'15 .✓�
FORM: AWO-G-NE 3/21/97 Paae 1 of 3

III. OPERATION INFORMATION:
1. Farm No.: _ a2 (county number); ZR4- (facility number) -
2. -Please complete the table below as it applies to your facility using the certified design capacity. The "No. of Animals"
should be the maximum number for which the waste management structures were designed
Tune of -Swine No. of Animals Type of Poultry Ng oI. nirnals Tvne ofCattle No. of Animals
4 Wean to Feeder 0 Layer 0 Dairy
4 Feeder to Finish CIS9O 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farza: _ No. of Animals -
3. Acreage cleared and available for application: 9 2.0 ;Required Acreage (as listed in the AWMP): 71.1
4. Number of Lagoons: 3 ; Total Capacity: _, S g% (o5G Cubic Feet (ft')
Number of Storage Ponds: -- ; Total Capacity: Cubic Feet (0)
5. Are subsurface drains present within 100' of any of the proposed application fields? (!� or NO (please circle one)
6. Are subsurface drains present in the vicinity or under the proposed lagoon? YES or ( (please circle one)
7. Does this facility meet the siting requirements in Senate Bill 1217? (Swine Only) � or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? 72L 9
What was the date that this facility's land application areas was stwd? xg
IV. APPLICANT'S CERTIFICATION:
I, —�_ Com- wf et;;, (Land Owner's name listed in question 11.2), attest that
this application for _ _ t R FaQ;��s _ _ _ _ _ _(Farm name listed in question IL 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 mea mcompl tet
S denature � j - /I 7Z Date _ h
V. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, _ _ _ (Managers name fisted in question 11.6), attest that this
application for (Farm name listed in question H.1)
has been reviewed by the and i5 accurate and complete to the best of my knowledge. I understand that if all requited 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 AND MATERLALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-453-5
FORM: AWO-G-NE 3121/97 Page 2 of 3

Prestage Farms, Inc.
July 6, 1998
G e1v S r% OL�
Mr. J.R. Joshi V,
Non -Discharge Permitting Section�i
Division of Water Quality tuL �t}9a
P.O. Box 29535
Raleigh, North Carolina 27626-0535 Ngn�3'ts�aY�c pam�
RE: Application by Gene West for expansion of swine farm
Dear Mr. Joshi:
I am responding to your inquiry regarding Gene West's eligibility for a permit to allow
expansion of his swine farm.
House Bill 515 states that the moratorium established by the law does not prohibit
"construction or expansion, if the person undertaking the construction or expansion of
the swine farm, lagoon, or animal waste management system has, prior to I March 1997,
either: (b) entered into a bona fide written contract for the construction or expansion of
the swine farm, lagoon, or animal waste management system; (c) been approved for a
loan or line of credit to finance construction or expansion of the swine farms, lagoon, or
animal waste management system and has obligated or expended funds derived from the
loan or line of credit" (HB 515, Part 1, Section 1. 1, Subsection (b) Subdivision (6) b. and
C.)
Mr. West did enter a contract to produce swine for Prestage Farms prior to March 1,
1997. This production contract did necessitate expansion of his current swine farm. In
addition, Mr. West did enter a construction contract with Hog Slat for expansion of his
swine farm prior to March 1, 1997. According to Mr. West, he also received a verbal
approval for a loan from Cape Fear Farm Credit of Clinton prior to March 1, 1997 for
farm construction and proceeded with site preparation for the expansion.
It is my understanding that Mr. West has forwarded copies of his contracts to your office
for consideration in establishing his eligibility for an exemption. Should you need any
further information, please do not hesitate to contact me.
Sincerely,
G. Glenn Clifton
Technical Specialist
copy: G. West
HIGHWAY 421 SOUTH 0 P. O. BOX 438 • CLINTON, N. C. 28329-0438 • PHONE [phone]

State of North Carolina
' Department of Environment, Health and Natural Resources =' Jt,�
Division of Water Qualityf a f I
Non -Discharge Permit Application Form / Survey
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAE'';C ,.1;.
General Permit - Liquid Animal Waste Operati ns`'�
The following questions have been completed utilizing information on file with the
Division. Please review the information for completeness and make any corrections
which are appropriate. If a question has not been completed by the Division, please
complete as best as possible. Do not leave any question Unanswered.
Application Date: - Z-
1. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
1. One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
2. Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed;
3. Two copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWMP, one must be completed prior to submittal of a general permit application
for animal waste operations.
11. GENERAL INFORMATION:
Aonlicants Initigls
./AS,a
1. Farm's name: G&R Farms 1-4. 5-8 _
2. Print Land Owner's name: Siete West
3. sand Owner's Mailing address. 6733 Newton Grove Hwy_ _
City: Newlon Grovr,Zip:
Telephone Number:
rcJ.b-A-� l f6 —Sit 2- kF•-7 7 6 i -o,-4-
4. County where farm is located: SampsonZ — At i, fi
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified):. i-IwY. I I south from Ngwton Grove. approx. 3 3/4 -milm
turn right on SR 1644 (Ei rige RdA Go_about -34 mile to farm on right.
6. Print Farm Manager's name (if different from Land Owner):
7. Lessee's 1 Integrator's name (if applicable; please circle which type is listed): r reto a
82- 284
FORM: AWO-G-E 2126197 Page I of 3

A_ OPERATION INFORMATION:
I. Farm No.: 82-$
2. Operation Description: Swine operation
Feeder to Finish
-64eff­Certified Design Capacity
(9380
Is the above information correct? [:::] yes; 0 no. If no, correct below using the design capacity of the facility
Type of Swine No. of ADirnala Type of poultry No. 01Aniltals Type of ott] No. of Animals
0 Wean to Feeder 0 Layer _ 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
3. Acreage cleared and available for application; Required Acreage (as listed in the CAWMP): ,30_ _
3 C{
4. Number of Lagoons: _ ; Total Capacity: t2 ?,QV Cubic Feet (ft )
/, x. xd-
Number of Storage Ponds: ; Total Capacity: Cubic Feet (ft3)
5. is animal waste being applied on any field which has subsurface drains? 6 DESor NO (please circle one)
6. Are subsurface drains present in the vicinity of or under the lagoon? YES or '�_J (please circle one)
IV. APPLICANT'S CERTIFICATION:
1, — _._ _. ( l" Wed (Land Owner's name listed in question I1.2), attest that
this application for G + R En, v+ , _ _ (Farm name listed in question 11.1)
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 meas incorr2Dlete.
Signature
Date
V. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
ENE 5. INk-5L J-9 . (Manager's name listed in question 11.6), attest that this
application for_ +1', rn_RM"y _. (Farm name listed in question 11.1)
has been reviewed by the 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 AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: AWO-G-E 2126197
Page 2 of 3

1' � �� • J Y , � �, ` .1 � 1. .I f R� � y1 �' 4 .'..l Y \ �./
4 iAW11 P 71 " ,1^ " X15 1� 4i • to rl.
4 i - L � 1 � F • � i � _•
� , � = f �, �• ria �� 1 v; 1 ..� � �' � t �� � ` (y �. '� -
. q
4 r L it a �. f!{�11 11
1r
Ol
A It
V/ I 4 r•�
F s, q d
Q vl T
�' Mw
r � ,r 11+
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�. 1 �riq% �li 1 `' *�i tih��},+�,'iyyt,� A�y` �r '�, t / G �_ / • SI, fli .. s � 1 r. •

S2 -2f
• ANIMAL WASTE UTILIZATION PLAN f
D�
Producer: GENE WEST APR 2 9 1048
Location: P.O. Box 532 POINT SOURCE BRANCH
NEWTON GROVE NC 28366
Telephone: [phone]
Type Operation: Existing Feeder to Finish Swine
Number of Animals: 6890.00 hogs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
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 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 less
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
14 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 result in runoff to surface waters which is not allowed
under DEM regulations.
Page: 1

5.
ANIMAL WASTE UTILIZATION PLAN
Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop 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 application methods are not the
same.
The estima'ed 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 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 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.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
6890 hogs x 1.9 tons waste/hogs/year = 13091 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
6890 hogs x 2.3 lbs PAN/hogs/year = 15847 lbs. PAN/year
Applying the above amount of waste is a big jab. You should plan time
and have appropriate equipment to apply the waste in a timely manner.
The following acreage will. be needed for waste application based on
the crop to be grown, soil type and surface application.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
1GOA
DETERMINING PHASE
CODE
10,12.87
AW N
PER
ACRES
AW N
CO
700.0
84
0
PER AC
AC
USED
----
166.,36
APR -AUG
or
------
0
APPLY
1-2
RESID.
APPLIC
1-.79-
179
METH
NoA
CO
N
TIME
9038
1
GoA
CO
700.0
84
0
2.87
241.08
1273.84
APR -AUG
I
0
APR -AUG
903
903
903
903
903
903
903
903
903
904
904
9038
9038
8
8
B
$
$
8
9
9
1
1
IIA
1100'
I-1
1GOA
11
10,12.87
1287
8 2
GOA
CO
700.0
84
0
I
1.79
166.,36
APR -AUG
GOA
1
0
1-2
INA
I
1100
1-.79-
179
3
NoA
CO
700
0
I
184
13.26
1273.84
APR -AUG
0
1-3
INOA
IWA
I
11
1100
13.26
1326
GOA
CO
700.0184
0
1`4
I
15.59
1469.56
APR -AUG
GoA
WA
1
0
1-4
I
1100
15.59
1559
1
CO
700
0
INOA_
I
184
19.3
1781.2
APR -AUG
WA
1
100
0
9.3
1-1
JNOA
I
1930
1
CO
700
0
jNoA
I
184
18.23
1691.32
APR -AUG
1
1-1
jNoA
IWA
I
1100
10
18.23
1823
5
GoA
BC
5.5
0
I
I
1275
18.7
12392.5
MAR -OCT
-5
GOA
SG
1
50
0
8.7
435
I
Page: 3

ANIMAL WASTE UTILIZATION PLAN
9040
NDA
o
700
5.68
477.12
�1
�
1840
APR -AU
9040
`1
NoA
WA
1
100
0
I
15.68
1566
9040
2
GoA
SA
1
0
932.8
1
I
1110
18.48
9040
GoA
WA
1
0
848
1-2
1
I i
I
1100
18.49--
9042
1
NoA
Co
700
0
1170.9
I
184
113.-94
APR -AU
9042
WA
.1
100
0
1-1
JNOA
I
113.9411394
9042
2
CO
450
0
469.8
jRa
i
154
18.7
APR -AC
9042 __J`2
WA
1
0
IRa
I
1100
18.7
18'70
3486
1
CO
700
0
jNoA
I
1
184
115.6411313.7.
APR -A[
3488
NoA
WA
1
0
1-1
1
I
1100
115.6411564
3488
2
GoA
CO
700.0
84
2.63
220.9:IAPR-A'
10.
3488
GoA
WA
1
100
0
2.63
263
J_�
I
PND
I
-
TOTAL118447
Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
1,10T3: The applicator is cautioned that P and K may be over applied
while meeting the IQ requirements. In the future, regulations may
require farmers in some parts of North Carolina to have a

ANIMAL WASTE ^UTILIZATION PLAN
D�to• �

• ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
ICROP
YIELD
LBS
ICOMM N
.**
* LBS
DETERMINING PHASE
iCODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
----
or
------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL 10
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
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 maturity, 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 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
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.
Page: 6

ANIMAL WASTE UTILIZATION PLAN
** Acreage figures may exceed total acreage in fields due to,
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
CROP
UNITS
PER UNIT
BC
HYBRID BERMUDAGRASS-CONTROLLED GRAZED
TONS
50
CO
COTTON
POUNDS
__0.12
SA
SUMMER ANNUALS (I.E. Sorghum --Sudan Hybri
110
SG
SMALL GRAIN OVERSEEDED
50
WA
WINTER ANNUALS (I.E. Small Grains, etc.)
100
TABLE 1
TABLE 2
TOTAL
**A
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW N USED
93.87.
18447.22
0
0
93.81
18447.22
BALANCE
-2600.22
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 7

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
Disable acres excluding required buffers, filter 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 fields 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 2549.3 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 12746.5
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 42.4883333333 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 101.972 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25% depending on your
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 of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is :installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
Page: 8

' ANIMAL WASTE UTILIZATION PLAN
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
3488
Field
Soil Type
Crop
Application Rate
(in/hr)
Applic. Amount
(inches)
1
NoA
CO
0.40
*2.15
3488
2
GoA
CO
0.40
*2.15
3488
1
NoA
WA
3488
-2
GoA
WA
9038
1
GoA
CO
0.40
*2.15
9038
2
GoA
CO
0.40
*2.15
9038
3
NoA
CO
0.40
*2.15
9038
4
GoA
CO
0.40
*2.15
9038
9038
5
GoA
BC
0.50
*1.30
J1
GoA
WA
9038
2
GoA
WA
9038
73
NoA
WA
9038
-4
GoA
WA
9038
`5
GoA
SG
9039
1
NoA
CO
0.40
*2.15
903y
9040
04 0
9 0 4 0
9Q4 U
`1
NoA
WA
1
NoA
CO
0.40
*2.15
2
GoA
SA
_ 1
NoA
WA
`2
GoA
WA
9041
1
NoA
CO
0.40
*2.15
Page: 9

. k ANIMAL WASTE UTILIZATION PLAN
19041 1 -1
9042
9042
9042
9042
NoA
NoA
Ra
NoA
Ra
WA
c0
WA
WA
0.40
0.35
*2.15
*2.35
*
* 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 limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00'days of temporary storage and the
temporary storage must be removed.on the average of once every 5.00
months. In no instance should the volume of the waste be stored in
your stracture 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 waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. 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 receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
Page: 10

• 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 the 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.
5_ 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 riot to exceed the soil.
infiltration rate such that runoff does not occur offsite.or to
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor or flies.
B. Animai, 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.
Page: 11

r •
r • WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a -high potential for
leaching. waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The ou.t'er perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and 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).
12. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste -shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly inton 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 vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 12

T 1
Animal Facility and Permit Data
Permit Number: AWS820284
Owner.
Gene West
Farm Name:
G&.R Farms 1-4,5-8
Street:
6733 Newton Grove Hwy
City, State:
Newton Grove Zip: 28366
Telephone:
910-567-5319
Facility Contact:
Gene West
State Reviewer. J R Joshi
Type of Application: Existing I General / Original
Date App Rcvd: 11/10/97
End Stat App: 7/28/98
Date Reviewed: 4/29/98
Date Withdrawn:
Date Returned:
Date Denied:
Date Issued:
Region: Fayetteville
County: Sampson
Lat: 35.2167
,//'I TL�'
Printed: 5/27/98
Long. 78.4153
Type of Operation: Swine
RCE;
C ; 1 6 1998
Ei YE—FEVILLE
REG. OF iCE
Reg Comm Reqs:
Reg Comm Rcvd: 7121/97
Add Info Reqs: 11/13/97 411198
Add info Rcvd: 12/16/97 4129/98
Ot Ag Com Reqs:
Ot Ag Com Rcvd:
Comments: appl. not received... sent to compliance for enforcement ... rcvd 11/10/97
216/98: Add -info imcomplete. The farmer said he will send more info soon.
Ci
5/27/98 Mr. West sent an add-in with certification for 5420 Feeder to Finish operation and would
like to get the COC for that number. His WUp was for 6890 animals.
4/1/98: Mr. West was sent a certified letter for more info.
>l -^ [ f
6-�

l
ter.
WETTED/EFFECTIVE WETTED ACREAGE FOR
G & R FARMS (GENE WEST)
PULL
TYPE
PULL LENGTH
EFFECT. WIDTH
MIDDLE ACRES
START
END
TOTAL
1
EE70
200.0
199.0
0.91
0.45
0.00
1.36
2
E170
312.0
164.0
1.17
0.40
0.00
1.57
3
E170
414.0
169.0
1.61
0.40
0.00
2.01
4
E175
457.0
175.0
1.84
0.42
0.00
2.26
5
E175
486.0
1 175.0
1.95
0.42
D.00
2.37
6
EE75
386.0
97.0
0.86
0.23
0.19
1.28
7
E90+
282.0
130.0
0.84
0.25
0.17
1.26
8
EE77
797.0
101.0
1.85
0.20
0.19
2.24
9
E177
825.0
180.0
3.41
0.43
0.09
3.93
10
E177
747.0
165.0 weighted
2.83
0.43
0.15
3.41
11
E177
613.0
180.0
2.53
0.43
0.00
2.96
12
EI77
626.0
180.0
2.59
0.43
0.00
3.02
13
E177
553.0
180.0
2.29
0.43
.0-09
2.81
14
EE77
456.0
178.0
1.86
0.3-4-
0.09
2.29
15A
EE77
478.0
102.0
1.12
0.26
0.19
1.57
16A
E177
548.0
180.0
2.26
0.43
0.00
2.69
17A
E177
820.0
180.0
3.39
0.43
0.00
3.82
18A
E177
158.0
180.0
0.65
0.43
0.00
1.08
19
E177
294.0
180.0
1.21
0.43
0.10
1.74
20A
EI77
820.0
164.0 w ' hted
3.09
0.43
0.00
3.52
21A
E177
820.0
180.0
3.39
0.43
0.00
3.82
22A
EE77
820.0
207.0
3.90
0.46
0.00
4.36
15B
EE77
563.0
145.0
1.87
0.34
0.15
2.36
16B
E177
553.0
180.0
2.29
0.43
0.00
2.72
17B
E177
545.0
180.0
2.25
0.43
0.00
1 2.68
188
N75+
532.0
180.0
220
0.30
0.00
250
20B
N75+
426.0
180.0
1.76
0.30
0.00
206
21B
N75+
419.0
180.0
1.73
0.30
0.00
2.03
22B
N75+
412.0
161.0
1.71
0.30
0.00
2.01
23
EE77
291.0
207.0
1.38
0.46
0.00
1.84
24A
EE77
669.0
207.0
3.18
0.46
0.0b
3.64
24B
E90+
721.0
211.0
3.49
0.40
0.00
3.89
1-6
9.57
7-14
21.92
15A -20A
14.43
21A -22A
8.18
156-20B
12.32
21 B -22B
a.o4
23-24B
9.37
PULLS 18B-2219 ARE NEIN SPRAYFIELD
TOTAL WETTEDIEFFECTNE WETTED ACREAGE: 81.11 ACRES
NOTES: 1. DRAWING 8 DIMENSIONS BASED ON NEW GPS MAPPING
2. EFFECTIVE ACREAGE FOR START ENDS AND STOP ENDS ARE TAKEN FROM CAWMP WETTED ACREAGE
SYSTEMS TABLES FOR APPR 77% SPACING (180' LANE SPACING, 234' WETTED DIA.)
3. ALL CALCULATIONS BASED ON 0.857" RING IN SR100 GUN @ 60 psi, USING 90% OF MFR TABLE VALUES -
WETTED DIA. = 234', FLOW = 125 gpm. REEL FURNISHED WITH 850' OF 2.5" H05E.
4. ALL EFFECTIVE SPRAY WIDTHS BASED ON NEW DESIGN STANDARDS (OUTSIDE AREA 78% OF RADIUS).
ALL UNDERGROUND PIPE AND HYDRANTS EXISTING; APPLICATION AREA ADDED FOR LANES 1813-226.
5. OPERATOR MUST TAKE PRECAUTIONS AND OBSERVE IRRIGATION EVENTS TO PREVENT RUNOFF FROM
OVERAPPLICATION, SPRAY DRIFT, ETC. APPLICATION SHOULD NOT OCCUR IN OVER 5 mph WINDS
OR ON FROZEN OR SATURATED SOILS.
6. OPERATOR MUST VERIFY REQUIRED SETBACKS AND MARK TRAVELER LANES TO ENSURE ACCURATE APPL.
7. SYSTEM SHOULD BE CALIBRATED AND OPERATED TO DESIGN SPECIFICATIONS, OR DESIGN MUST BE
MODIFIED TO ACCOMMODATE CHANGES.
CALCULATIONS BY: R. Gregory Swain, P.E. �tiprgnrc;rrf,�
Swain Consulting Services, Inc- ,\,�,` C: ;fir Oft.
503
503 Underwood St. •� ,�_ :.., . _- '�4
Cfinton, NC 28328
[phone]
Signatefre Dale 16415 o

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"41 LOr

ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number NCA-252�,8q _ County Year 200
Facility Name (as shown on Certificate of Coverage or Permit) FAen.S
Operator in Charge for this Facility _ - E , Es Certification # / Fq: (o
Land application of animal waste as allowed by the above permit occurred during the past calendar year
/ YES ' NO. If NO, skip' Part I and Part Hand proceed to the certification. Also, if animal wast
was generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I : Facility Information:
1. Total number of application Fields 11 or Pulls O (please check the appropriate box) in the Certified Anima
Waste Management Plan (CAWMP): Total Useable Acres approved in the CAWMP
2. Total number of Fields ❑ or Pulls (please check the appropriate box) on which land application
occurred during the year: Total Acres on which waste was applied ^� y •S3
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
SIoS % . D
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP anc
the permit:
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taker.
off site during the year tons ❑ or gallons 9' (please check the appropriate box
6. Annual average number of animals by type at this facility during the previous year:
1lpyLi .g
7. Largest and smallest number of animals by type at this facility at any one time during,the previous year:
Largest X61 b S
Smallest aZ-1 a14
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average numbers)
8. Facility's Integrator if applicable: P4,541 -14f, ra
Part H: Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
1. Only animal waste generated at this facility was applied to the permitted sites during Yes ❑ Nc
the past calendar year.
RFC "11 ED
AFACF 3-14-03 1 FEB 2 $ 2005
ENR-FAYETTEMLLE REGIONAL OFFICE

I The facility was operated in such a way that there was no direct runoff of waste from VYes ❑ No
the facility (including the houses, lagoonststorage ponds and the application sites) during
the past calendar year.
3. There was no discharge of waste to surface water from this facility during the past Q'Yes ❑ No
calendar year.
4- There was no freeboard violation in any lagoons or storage ponds at this facility during VYes []No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the Q�Yes ❑ No
Ievels specified in this facility's CAWMP during the past calendar year.
6. All land application equipment was calibrated at least once during the past calendar year. EYYes ❑ No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon ❑ Yes 0 No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was designed.
8. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification. 9 Yes ❑ No
9. Annual soils analysis were performed on each field receiving animal waste during the ©' Yes ❑ No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year? Q Yes ❑ No
11. All required monitoring and reporting was performed in accordance with the facility's Yes ❑ No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during Yes ❑ No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality.
13. Crops as specified in the CAWMP were maintained during the past calendar year on all Q'Yes ❑ No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAWMP for this facility were Yes ❑ No
maintained during each application of animal waste during the past calendar year.
."I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
Gene S. West Jr.
Permittee Name and Title (type or print)
Signature of Operator in Charge
(if different from Permittee)
AFACF 3-14-03 2
2-(0-05
Date
Date

PLAN OF ACTION (POA) FOR LAGOON SLUDGE REDUCTION
Facility Number: 82-284 County: Sampson
Facility Name: G & R Fa
Certified Operator Name: (9 !L WEST" _ Operator #: I qqau
Note: A certified Sludge Management Plan may be submitted in lieu of this POA.
Compliance Timeframes:
If the sludge level is equal to or higher than the stop pump level of the lagoon or if the sludge level
results in an elevated waste analysis, a sludge management plan that meets the requirements of SB
Interagency Group Guidance Document 1.26 must be prepared by a technical specialist and submitted to
DWQ within 180 days. Work to reduce the sludge level must begin within another 180 days.
Compliance with MRCS Standard 359 must be achieved by the expiration date of the current permit, July
1, 2007.
If the sludge level is non-compliant, but below the stop pump level of the lagoon, compliance with NRCS
Standard 359 must be achieved by the expiration date of the current permit, July 1. 2007. If futum
sludge surveys do not show improvement in sludge levels, DWQ may require the owner to develop G
sludge management plan that meets the requirements of SB Interagency Group Guidance Documen,
1.26.
RECEIVED
3POA 5-18-04 page 1 of 2
FEB 2 8 2005
"M-FAYFTRUEREGIOML OFRCE
Lagoonll
Lagoon 2
Lagoon 3
Lagoon 4
Lagoon 5
Lagoon 6
1-8
a. Lagoon Name/ Identifier
5.0
b. Total Sludge Depth (ft)
c. Sludge Depth to be
1.2
Removed for Compliance
(ft)
d. Sludge Volume to be
Removed (gallons)
e. Sludge PAN
(Ibs/1000 gal)
f. Liquid PAN
(Ibs/1000 gal)
g. PAN of Sludge (lbs)
(d x e)/1000
Compliance Timeframes:
If the sludge level is equal to or higher than the stop pump level of the lagoon or if the sludge level
results in an elevated waste analysis, a sludge management plan that meets the requirements of SB
Interagency Group Guidance Document 1.26 must be prepared by a technical specialist and submitted to
DWQ within 180 days. Work to reduce the sludge level must begin within another 180 days.
Compliance with MRCS Standard 359 must be achieved by the expiration date of the current permit, July
1, 2007.
If the sludge level is non-compliant, but below the stop pump level of the lagoon, compliance with NRCS
Standard 359 must be achieved by the expiration date of the current permit, July 1. 2007. If futum
sludge surveys do not show improvement in sludge levels, DWQ may require the owner to develop G
sludge management plan that meets the requirements of SB Interagency Group Guidance Documen,
1.26.
RECEIVED
3POA 5-18-04 page 1 of 2
FEB 2 8 2005
"M-FAYFTRUEREGIOML OFRCE

01' {
NARRATIVE: Use this section to describe the method(s) that will be used to lower the sludge
depth. If microbe use is planned, specify the product to be used.
Quellz Products, Inc.
A product called Quellz from Quellz Products, Inc. will be used to reduce the sludge in my lagoon. This
product is an enzymatic solution that stimulates the natural bacteria in the lagoon being treated. The initial
treatment is based on the estimated volume of the lagoon at the time of treatment at a rate of 1:50,000, and
maintenance treatment is added based on the amount of waste generated on a per month basis at the same
rate.
I hereby certify that I have reviewed the information listed above and included within the attached
Pian of Action, and to the best of my knowledge and ability, the information is accurate and
correct.
r✓&t r Vfr—,-s Phone: S(c7- S3/
Facility Owner/Manager (print)
Date: 0�
Facility Owner/Manager (signature)
Return this form to:
Keith Larick
NC Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
SPOA 5-18-44 Page 2 of 2

i{
NARRATIVE: Use this section to describe the method(s) that will be used to lower the sludge
depth. if microbe use is planned, specify the product to be used.
Quellz Products, Inc.
A product called Quellz from Quellz Products, Inc. will be used to reduce the sludge in my Iagoon. This
product is an enzymatic solution that stimulates the natural bacteria in the lagoon being treated. The initial
treatment is based on the estimated volume of the lagoon at the time of treatment at a rate of 1:50,000, and
maintenance treatment is added based on the amount of waste generated on a per month basis at the same
rate.
I hereby certify that I have reviewed the information listed above and included within the attached
Plan of Action, and to the best of my knowledge and ability, the information is accurate and
correct.
��� r Vtr st Phone:_
Facility Owner/Manager (print)
de'u., A�tf � Date:
Facility Owner/Manager (signature)
Return this form to:
Keith Larick
NC Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
SPOA 5-18-04 Page 2 of 2

Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number
B. Lagoon ldenfification
C. Person(s) taking Measurements f Aux
D. Date of Measurements
E. MethodsrD"ces Used for Measuement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
e? r, 0.
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
c. Thickness of the sludge layer if making a direct measurement with 'core sampler"
—N 8 - — -
F- Lagoon Surface Area (using dimensions at the inside top of bank): i, (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and cat culate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use B points
b. If more than 1.33 acres, 4 '? acres x 6 with maximum of 24.
(using sketch and dimensions, develop a uniform 'grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data on 'Sludge Survey Data Sheet".
t. At the time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole):
J. Determine distance from Maximum Liquid limit to Minimum Liquid Level: d
(Determine from Plan at other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid
Level. ItemJ - Item I, assuming present liquid level is below Max. Liq. Level: e� b
L. Record from sludge survey data sheet (he distance from the present liquid surface level
to the lagoon bottom (average for all the measuement points): RS
M. Record from the sludge survey data sheet the distance from the present liquid surface level t7
to the top of the sludge layer (average for all the measurement points):
N. Record from the sludge survey data sheet the average thickness of the sludge layer.
O. Calculate the thickness of the existing Liquid Treatment Zone (Item M - Item K):
(Note: If item O is less than 4 ft., a sludge removal and utilization plan may be required by
N.C. DWQ: See. your specific permit or contact DWQ for more information.)"
P. Proceed to the sludge Volume Worksh eel if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by: to. K + RtjSC
Print NameV Signature
r,. Date:
RECEIVED
FEB 2 8 2005
OEP tt jLLE FEGIOML OFRCE

Sludge Survey Data Sheet
Lagoon Identification
Completed By. O 5
Print Name Signature
&' 4 b- {
Date: 3-1 !py_
Grid
Point
No.
Distance from liquid surface
. to top of sludge
Distance from liquid surface
to lagoon bottom (soil)
Ti ickness of sludge
laver
1
Ft. & inches Feet (tenths)
Ft. 8 inches Feet (tenths)
Ft. 8 inches Feet itenths)
1
G.?
o1
16
2
0.2-
9
0.7
3
C.3
10
O
5
0.-
11
.3
5
°-`
9
1.0
6
7
r
to .
.1
o,
I , o
10
S. 1
11
12
13
14
15
1B
17
1$
19
20
21
22
23
24
,average
4. =R
" All Grid Points and corresponding sludge layer thickness must be shown on a sketch
attached to this Sludge Survey Data Sheet.
Conversion Table =rpm Inches to -enths of tee:
Inches
Tenths _i fee!
Inches
Tsnths of fee!
1
0.1
7
2
G.?
t3
0.7
3
0.2-
9
0.7
d
C.3
10
0.8
5
0.-
11
0.9
5
C..
12
1.0

• � - - .�
s- A 1- , i i -i-'� �' ,. �'�'��-i � '- � �'H- 3 -1 �.3 i-_� i I j I � f �� � �I �- � i � � 3 r � � � � � � 1 �
'r

N.
Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number -
B. Lagoon Identification - # C. Person(s) taking Measurements \Ta 4-
D. Date of Measurements .3: [—p'
E. Methods/Devices Used for Measuement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
r,
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
e. Thickness of the sludge layer if making a direct measurement with 'core sampler
U a. — -
F. Lagoon Surface Area (using dimensions at the inside top of bank)-. c2_ s2 (acres)
(Draw sketch of Lagoon on a separate sheet and list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 acres, acres z 6 with maximum of 24.
(using sketch and dimensions, develop a uniform "grid' that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data on -Sludge Survey Data Sheet".
1. At the time of sludge survey. also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole):
J. Determine distance from Maximum Liquid limit to Minimum Liquid Level:
(Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid
Level: ftemJ - Item 1, assuming present liquid level is below Max. Liq, Level:
rT
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measuement points).
7.7
M. Record from the sludge survey data sheet the distance from the present liquid surface level
to the top of the sludge layer (average for all the measurement points):
5
N. Record from the sludge survey data sheet the average thickness of the sludge layer:
O. Calculate the thickness of the existing Liquid Treatment Zone (Item M - Item K):
.3
(Note: If item d is less than 4 ft., a sludge removal and uWization plan may be required by
N.C. DWQ: See, your specific permit or contact DWQ for more information
P. Proceed to the sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by:Sam 111 Date: 3-1-0
Print Name Signature
RECEIVED
FEB 2 8 2005
DERR -FAYETiMLE REGIONAL OFRCE

Sludge Survey Data Sheet
Lagoon identification: 6a_ne "H 4a _ _
r rj
Completed 6y: T\ Date:
Print Name IRO"Signature
(A)
Grid
Point
No,
{8) T T
Distance from liquid surface
to top of sludge
(C)
Distance from liquid surface
to lagoon bottom (soil)
{D)
Thickness of sludge
layer
1
Ft. & inches Feet (tenths)
Ft. $ inches Feet (tenths) f
Ft_ & inches Feet (tenths)
2
0.2
a
0.7
2
0.2
9
0.7
8
C.3
10
0.8
0.9
v
, -,
-1.
1.0
8
s.3
7
$
9
12
1w
3.
13
14
15
16
17
18
{
19
20
21
22
23
24
Average
c
15.0
V7
r�
' All Grid Points and corresponding slud a layer thickness must be shown on a sketch
attached to this Sludge Survey Data Sheet.
Con•:efsion Table =rcm Inches to -enths of feet
Inzmes
Tenth! =f fee!
Inches
Tenths of feet
1
0.1
7
2
0.2
a
0.7
3
0.2
9
0.7
8
C.3
10
0.8
0.9
v
C..=
12
1.0
4
Ay.

'xoY L.d oon Sludge Survey Form
A. Farm Permit or DWQ Identification Number
B. Lagoon Identification -_& e n e eS
C. Persons) taking Measurements Vd a-
D. Dale of Measurements _3— I — D7
E. MethodslDevices Used for Measuement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
c. Thickness of the sludge layer it making a direct measurement with "core sampler-
- -t4 [A - --- -
Lagoon Surface Area (using dimensions at the inside top of bank): t (acres)
(Draw sketch of lagoon on a separate sheet and fist dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use B points
b- If more than 1.33 acres. acres x 6 = with maximum of 24.
(using sketch and dimensions, develop a uniform -grid' that has number of intersection points that match
most closely with the estimated number of sampling points needed- Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data on 'Sludge Survey Data Sheet'.
I. At the time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole):
J. Determine distance from Maximum Liquid limit to Minimum liquid Level: Z. 4 -
(Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid
Level: ItemJ - Item I, assuming present liquid level is below Max. Liq. Level:
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measuement points):
M. Record from the sludge survey data sheet the distance from the present liquid surface level
to the top of the sludge layer (average for all the measurement points): !�a
N- Record from the sludge survey data sheet the average thickness of the sludge layer: ! +
d. Calculate the thickness of the existing Liquid Treatment Zone (Item M - Item K):
(Note: If item D is less than 4 ft., a sludge removal and utilization plan may be required by
N.C. DWQ: See your specific permit or contact DWQ for more informaiion.)'-
P. Proceed to the sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope. !
Completed by: O j f pgr(fon )ate: s �1
Print Name Signature

y` •
Sludge Survey Data Sheet
Completed By:ZAAnes >� s
Print Name
Lagoon identification
GGnf,
Date: ?- j-04
(A)
Grid
Point
No.
Distanca from liquid surface
tG top of sludG
Distance from liquid surzace
to lagoon bottom (soil)
Thickness of sludge
laver
1
FE. & inches Feet (tenths) Ft. inches Feet (tenths)
Ft. & inches Feet ltanths}
1
�r
02
s
2
3
0:2
_
3
C.?
10
0.8
0.--
17
J
/
f
O
7
9.5
8
1
'
g
-7,
,
1 IJ
1a
7,
71
12
13
14
15
10
1
17
19
�
20
21
22 .
23
24
All Grid Points and tortes ondin scud ala er thickness must be shown on a sketch
attached to this_ Sludge Surve r�Data Sheet.
Ccn•:ersion Table =rvn1 Inches to T enihs of gees
Inn, es
Tenlh9 _r fee'.
lr..Cnes
T_nths Of fee!
1
0.'
7
0.3
2
02
s
0.7
3
0:2
9
0.7
C.?
10
0.8
0.--
17
0.9

4 s
J
—
�•
+ r1
.o
a

Waste Utilization Plan
Producer: Gene West
Name of Farm: G & R Farm
Location: mmm2 (o4.8 5. EIdR.'C�E Rd -
Newton Grove NC 28366
Phone: [phone]
Type of Operation: Feed -Fin
Number of Animal: 6890
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year:
Amount of plant available N (PAN) producedlyear:
County: Sampson
1
13091 ton/year
15847 lbs./year
♦ r �
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 cyte. 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
RECEIVED
AQilIFFR'pR(}Tfi/•T!f}N
maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally
safe manner.
.
MAR gFC770k
S S
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
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 speck 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.

G&RFarm
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Page 2
Tract No.
Field No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
Lbs N
Used
Month(s) to
Apply
lbs. N
per ac.
3488
1
GoA
Com
125
1.25
1.36
212
FEB15-JUN
156
3488
1
GoA
WA
1
100
1.36
136
SEP -APR
100
3488
2
GoA
Com
125
1.25
1.57
245
FEB15-JUN
156
3488
2
GoA
WA
1
100
1.57
157
SEP -APR
100
9042
3
Ra
Com
110
1.25
2.01
276
FEB16-JUN
137.5
9042
3
Ra
WA
1
100
2.01
201
SEP -APR
100
9042
4
Ra
Corn
1 110
1.25
2.26
311
FEB15-JUN
137.5
9042
4
Ra
WA
1
100
226
226
SEP APR
100
9042
5
Ra
Com
110
1.25
2.37
326
FE615-JUN
137.5
9042
5
Ra
WA
1
100
2.37
237
SEP -APR
100
9042
6
Ra
Com
110
1.25
1.28
176
FEB15-JUN
137.5
9042
6
Ra
WA
1 1
100
1.28
128
SEP -APR
100
3488
7
GoA
Com
125
1.25
1.26
197
FEB15-JUN
156
3488
7
GoA
WA
1
100
1.26
126
SEP -APR
100
3488
8
NoA
Com
110
1.25
2.24
3081
FEB15-JUN
137.5
3488
8
NoA
WA
1
100
2.24
224
SEP -APR
100
3488
9
NoA
Com
110
1.25
3.93
540
FEB15-JUN
137.5
3488
9
NoA
WA
1
100
3.93
393
SEP APR
100
3488
10
NoA
Com
110
1.25
3.41
469
FEB15-JUN
137.5
3488
10
NoA
WA
1
100
3.41
341
SEP -APR
100
9042
11
NoA
Corn
110
1.25
2.96
407
FEB15-JUN
137.5
9042
11
NoA
WA
1
100
2.96
296
SEP -APR
100
9042
12
NoA
Corn
110
1.25
3.02
415
FEB15-JUN
137.5
9042
12
NoA
WA
1
100
3.02
302
SEP -APR
100
9042
13
NoA
Com
110
1.25
2.81
386
FEB15-JUN
137.5
9042
13
NoA
WA
1
100
2.81
281
SEP -APR
100
9042
14
NoA
Com 1
110
1.25
2.29
315
FEB15-JUN
137.5
9042
14
NoA
WA
1
100
2.29
229
SEP -APR
100
9040
15A
GoA
CB -G
4.9
50
1.57
385
MAR -OCT
245
9040
15A
GoA
OS
1
50
1.57
79
SEP -MAY
50
9040
16A
GoA
CB -G
4.9
50
2.69
659
MAR -OCT
245
9040
16A
GoA
OS
1
50
2.691
135
SEP -MAY
50
9038
17A
GoA
CB -G
4.9
50
3.82
936
MAR -OCT
245
9038
17A
GoA
OS
1
50
3.82
191
SEP -MAY
50
3487
18A
GoA
CB -G
4.9
50
1.08
265
MAR -OCT
245
3487
18A
GoA
OS
1
50
1.08
54
SEP -MAY
50
3487
19
GoA
CB -G
4.9
50
1.741
426
MAR -OCT
245
3487
19
GoA
OS
1
50
1.741
87
SEP -MAY
50
3487
20A
GoA
CB -G
4.9
50
3.52
862
MAR -OCT
245
3487
20A
GoA
OS
1
50
3.52
176
SEP -MAY
50
3487
21A
GoA
Com
125
1.25
3.82
596
APR -AUG
156
3487
21A
GoA
WA
1
100
3.82
382
SEP -APR
100
3487
22A
GoA
Com
125
1.25
4.36
680
FEB15-JUN
156
3487
22A
GoA
WA
1
100
4.36
436
SEP -APR
100
9040
15B
NoA
Corn
110
1.25
2.36
325
FEB15-JUN
137.5
9040
15B
NoA
WA
1
100
2.36
236
SEP -APR
100
9040
16B
NoA
Com
110 1
1.25
2.721
374
FEB15-JUN
137.5
9040
16B
NoA
WA
1
100
2.721
272
SEP -APR
100

G&RFarm
Page 3
Tract No.
Field No.
Soil Type
Crop
Code
Yield/AC
Lbs. N
unit
Acres
I
Lbs N
Used
Month(s) to
Apply
lbs. N
per ac.
9038
17B
NoA
Corn
110
1.25
2.68
369
FEB15-JUN
137.5
9038
17B
NoA
WA
1
100
2.68
268
SEP -APR
100
3487
18B
NoA
Corn
110
1.25
2.50
3441
FE1315-JUN
137.5
3487
18B
NoA
WA
1
100
2.50
250
SEP -APR
100
3487
20B
NoA
Corn
110
1.25
2.06
283
FEB15-JUN
137.5
3487
20B
NoA
WA
1
100
2.06
206
SEP -APR
100
3487
21 B
NoA
Corn
110
1.25
2.03
279
FEB15-JUN
137.5
3487
21 B
NoA
WA
1
100
2.03
203
SEP -APR
100
3487
22B
NoA
Com
110
1.25
2.01
276
FEB15-JUN
137.5
3487
22B
NoA
WA
1
100
2.01
201
SEP -APR
100
9041
23
NoA
Com
110
1.25
1.84
253
FEB15-JUN
137.5
9041
24A
NoA
WA
1
100
1.84
184
SEP -APR
100
9041
24A
NoA
Com
110
1.25
3.64
501
FEW 5 -JUN
137.5
9041
24B
NoA
WA
1
100
3.64
364
SEP -APR
100
9041
24B
NoA
Com
110
1.25
3.89
535
FEB15-JUN
137.5
9041
24A
NoA
WA
1
100
3.89
389
SEP -APR
100
Total 81.10 20320 lbs.
Available Nitrogen 15847 lbs.
Surplus or Deficit -4473 lbs.
Crop Code: Crop Unit
WA=Winter Annual
CB-G=Coastal Bermudagrass-Graze
OS=Small Grain Overseed-Graze
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.

G & R Farm Page 4
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 for 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 maturity,
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 2480 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 12402 lbs. of PAN to utilize. Assuming you
apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs. per acre you will need 41
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 99
acres of land. Please be aware that these are only estimates 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
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.

G & R Farm
Page 5
If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Application
Ratonthr)
Applic.
Amount(in)
3488
1
GoA
Corn
0.40
1.0
3488
1
GoA
WA
0.40
1.0
3488
2
GoA
Corn
0.40
1.0
3488
2
GoA
WA
0.40
1.0
9042
3
Ra
Corn
0.35
1.0
9042
3
Ra
WA
0.35
1.0
9042
4
Ra
Com
0.35
1.0
9042
4
Ra
WA
0.35
1.0
9042
5
Ra
Corn
0.35
1.0
9042
5
Ra
WA
0.35
1.0
9042
6
Ra
Corn
0.35
1.0
9042
6
Ra
WA
0.35
1.0
3488
7
GoA
Corn
0.40
1.0
3488
7
GoA
WA
0.40
1.0
3488
8
NoA
Corn
0.40
1.0
3488
8
NoA
WA
0.40
1.0
3488
9
NoA
Corn
0.40
1.0
3488
9
NoA
WA
0.40
1.0
3488
10
NoA
Corn
0.40
1.0
3488
10
NoA
WA
0.40
1.0
9042
11
NoA
Corn
0.40
1.0
9042
11
NoA
WA
0.40
1.0
9042
12
NoA
Corn
0.40
1.0
9042
12
NoA
WA
0.40
1.0
9042
13
NoA
Corn
0.40
1.0
9042
13
NoA
WA
0.40
1.0
9042
14
NoA
Com
0.40
1.0
9042
14
NoA
WA
0.40
1.0
9040
15A
GoA
CB -G
0.40
1.0
9040
15A
GoA
OS
0.40
1.0
9040
16A
GoA
CB -G
0.40
1.0
9040
16A
GoA
OS
0.40
1.0
9038
17A
GoA
CB -G
0.40
1.0
9038
17A
GoA
Os
0.40
1.0
3487
18A
GoA
CB -G
0.40
1.0
3487
18A
GoA
OS
0.40
1.0
3487
19
GoA
CB -G
0.40
1.0
3487
19
GoA
OS
0.40
1.0
3487
20A
GoA
CB -G
0.40
1.0
3487
20A
GoA
Os
0.40
1.0
3487
21A
GoA
Corn
0.40
1.0
3487
21 A
GoA
WA
0.40
1.0
3487
22A
GoA
Com
0.40
1.0

G 8 R Farm
Tract No.
Field No.
Soil Type
Crop
Code
Application
Rate(in/hr)
Applic.
Amount(in)
3487
22A
GoA
WA
0.40
1.0
9040
15B
NoA
Corn
0.40
1.0
9040
15B
NoA
WA
0.40
1.0
9040
16B
NoA
Corn
0.40
1.0
9040
16B
NoA
WA
0.40
1.0
9038
17B
NoA
Corn
0.40
1.0
9038
17B
NoA
WA
0.40
1.0
3487
18B
NoA
Corn
0.40
1.0
3487
18B
NoA
WA
0.40
1.0
3487
20B
NoA
Corn
0.40
1.0
3487
20B
NoA
WA
0.40
1.0
3487
21B
NoA
Corn
0.40
1.0
3487
21 B
NoA
WA
0.40
1.0
. . 3487
22B
NoA
Corn
0.40
1.0
3487
22B
NoA
WA
0.40
1.0
9041
23
NoA
Corn
0.40
1.0
9041
24A
NoA
WA
0.40
1.0
9041
24A
NoA
Corn
0.40
1.0
9041
24B
NoA
WA
0.40
1.0
9041
24B
NoA
Corn
0.40
1.0
9041
24A
NoA
WA
0.40
1.0
Page 6
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

G & R Farm Page 7
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: G & R f=arm
Owner/Manager Agreement
(we) understand and will follow and implement the specifications and the operation and maintenance procedures
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 (NCDWQ)
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 f=acility Owner: Gene West
Signature: QU
Name of Manager (If different from owner)
Signature:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc Phone: [phone]
Address: P. O. Box 438
Clinton, NC 28329
Signature: 4. ad&' . �%-• -
Date:/r,�c�1
Date:
Date: /q- a

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007
Gene S West 2 7 E.17
G&R Farms
688 S Eldridge Rd
Newton Grove, NC 28366
Subject: Certificate of Coverage No. AWS820284
G&R Farms
Animal Waste Management System
Sampson County
Dear Gene S West:
In accordance with your application received on 6 -Feb -07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Gene S West, authorizing the operation of the subject animal
waste management system in accordance with General Permit AWG 100000.
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 the G&R Farms, located in Sampson County, with an animal capacity of no greater
than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 6890 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, 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
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition 111.19 does not apply.
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.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please pay
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwatMuality.ore Location: 2728 Capital Boulevard
An Equal Opportvno/Affirmative Action Empbyer— 50% Recyded110% Post Consumer Paper
N.z.`�� ht1�Carolina
Naturally
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer service: [phone]

If your Waste Utilization Plan has been developed based on site-specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee froru the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operatc
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 -foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
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, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be fled at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
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 staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910-433-3300. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG 100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS820284

Michael F. Easley. Governor
William G. Ross Jr., Secretary
North Carolina DepartmcM of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 1, 2006 FRECEIVVE-D-]CERTIFIED MAIL
RETURN RECErff REQUESTED 06 =
Gene S West
G&R Farms ON- FA*TW&E FROM OMM
688 S Eldridge Rd
Newton Grove, NC 28366
Subject: -Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on
July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to
retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State
Non -Discharge General Permits are available at http�//h2o.enr.state.nc.us/aps/afou/downloads.htm or by writing or calling:
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under one of these two Mes of general permits, you must submit an application for permit
coveraize to the Division. Enclosed you will find a 'Request for Certificate of Coverage Facili Currently Covered by an Expiring
NPDES General Permit.' The apQication form must be completed and returned by January 2 200.7. Please note, you must include
two 2 copies of your most recent Waste Utilization Plan with the application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the draft general permits, the enclosed application, or any related matter please feel free to contact the
Animal Feeding Operations Unit staff at 919-733-3221.
Sincerely,
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 820284
Prestage Farms Inc
Aquifer Protection Section 1636 Mail Service Center Raleigh, PIC 27699-1636
Internet: www.ncwaterquality.org Location: 2728 Capital Boulevard Raleigh, NC 27604
An Equal OpporiunilylAlfinnative Action Employer- 50% Recyded/10% Post Consumer Paper
Telephone:
Fax 1:
Fax 2:
Customer Service:
No"` Carolina
[phone]
[phone]
[phone]

02/84.1'2006 01:04 19105965799 PRESTAGE A PAGE 01
ANIMAL- FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number � C A a� � . _ County -"> r4 Year 200S
Facility Name (as shown on Certificate of Coverage or PerrErit) -f- M s
Operator in Charge for this Facility -)IL CS r Certification #
Land application of animal waste as allowed by the above permit occurred during thecalendar year
�_ YES NO. if NO, sirip Part I and Part H and proceed to the ceatificatioo.
was generated but not land applied, please attach an explanation on how the animal waste was ha
FEB 0 8 1006
F�urt )< : Fac�ity Infonnrra4an:
1. Total number of application Fields or Pulls (please check the appropriate box) in the Cal
Waste Management Plan (CAWMP): 31, Total Useable Acres approved in the CAWMP
?1._11
2. Total number of Fields or Pulls ✓f plmw check the appropriate box) on which land application occurred
during the year. I a Total Acres on which waste was applied li - k,
3. Total pounds of Plant Available Nib ogee (PAN) applied dwriuog the year for all application sites:
jell. -5-1
4. Total pouf of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit: _ _L ��, (P
S. Estimated amount of total nummrr, litter and process wastewater sold or given to otb a persons and taken
off site during the year .,� {� tans or gallons (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Smauest 3 13A
(These numbers are for informational purposes only since the only permit limit on the number of annals
at the facility is the annual average numbers)
8. Facility's Integrator if applicable:
Part U* Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRrJTEN
DESCREMON AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACMX Y BACK INTO COMPLIANCE
I . Only animal waste generated at this facility was applied to the permitted sites during ✓Yes No
the past calendar year.
2. The facility was operated in such a way that there was no direct runoff of Waste fivm ;/Yes No
AFADF 3714-03 1

02/04/2006 01:04 19105965799 PRESTAGE A
PAGE 02
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
3_ There was no discharge of waste to surface water from this facility during the past
/Yes No
calendar year.
4. Ilerje was no freeboard violation in any lagoons or storage ponds at this facility during
✓ Yes No
the past calendar year.
S. There was no PAN application to any fields or crops at this facility greater[ than the
✓Yes No
levels specified in this facility's CAWMP during the past calendar year.
6. All land application equipment was calibrated at least once during the past calendar year.
r/Yes No
7. Sludge acc mulation in all lagoons slid not exceed the volume for which the lagoon
Yes ,/ No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was designed.
S. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification.
r/ Yes No
9. Annual soils %Wysis were performed on each field receiving anknal waste during the
✓ Yes No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year?
i/ Yes No
11. All required monitoring and rcpordng was performed in accordance with the facility's
Yes No
permit during the past calendar year
12. All operations and maintenance roquixements in the permit were complied with during
Yes No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality.
13. Crops as specified in the CAWMP were maintained during the past calendar year on all
Yes No
sites receiving animal waste and the caps grown were ramovod in aceoMarice with
�/
the facility's permit.
14. All buffer requaements as specified an the permit and the CAWMP for dais facility were
Yes No
maintained during each application of animal waste during the past calendar year.
"I certify under penalty of law that this dost and all meats were prepared under my direction or
supervision in accordance with a sym m designed to assrme that qualified persmel properly gather and
evaluate the h formation submitted. Based on my inquiry of the perscm or persons who marvV the system, or
those persons dvectlyle for gathering the mfotmation, the information submitted is, to the best of
my Imowledge and helm accurate, and complete. I am aware that there axe significant penalties for
submitting false information, including the possibility of fines and imprisonment for Imowing violations."
Name and Title (type or print)
&-n1,7
Sigriaztuz of Perini Date
Signature of Operator in Charge pate
(if different franc Permittee)
AFACF 3-1403 2

Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number
B. Lagoon Identification
C. Person(s) taking Measurements �,: u .: 'r N -o 4A fin -
D. Date of Measurements - 3% - C, -
E. MethWs/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
i,,-4 vP
c. Thickness of the sludge layer if making a direct measurement with "core sampler":
F. Lagoon Surface Area (using dimensions at inside top of bank): /, ? (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acre: Use 8 points
b. If more than 1.33 acre, i. i' acres x 6 = 10 , with maximum of 24.
(Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet".
I. At time of sludge survey, also measure the distance from the Maximum Liquid Level 3
to the Present Liquid Level (measure at the lagoon gage pole):
J. Determine distance from Maximum Liquid Level to Minimum Liquid Level:
�.
(Determine from Plan or other lagoon records) -
K. Calculate distance from present liquid surface level to Minimum Liquid
level: Item J — Item 1, assuming present liquid level is below Max. Liq. Level:
!.'7
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points):
, �a
M. Record from sludge survey data sheet the distance from the present liquid surface level
to the top of the sludge layer (average for all the measurement points):
S.
N. Record from sludge survey data sheet the average thickness of the sludge layer.
_3.9
O. Calculate the thickness of the existing Liquid Treatment Zone (Item M — Item K):
w'
(Note: if Item Q is less than 4 ft., a sludge removal and utilization plan may be required by
N. C. DWQ. See your specific permit or contact DWQ for more information.)
P. Proceed to Sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
f
Completed by r,^-� . c ; ,., ` l ^, r,,r r r1' «�,/ ; Date:
- 3.' - CS"
Print Name r' Signature
V z,
White - off -ice Yellow - Producer

c
Sludge Survey Data Sheet
Lagoon Identification:
Sludge Survey Data Sheet r 4- R
Completed by: ?� n, ',; ,�, _t _„ T�,, r :� . nZ Date:
Print Name Signature
(A)
Grid
Point
No.
(8)
Distance from liquid surface
to to of slud a
(C)
Distance from liquid surface
to lagoon bottom soil
(C)-(8)
Thickness of sludge
la er
Ft. & inches Feet tenths
Ft- & inches Feet tenths
Ft. & inches Feet tenths
2
? • K'
3
4
S . C,
5
'..
!
s
S
7
.g •}}
8
1
s
q, -5
r
10
7
11
12
13
14
15
16
17
18
19
20
21
22
23
24
Average
-
*All Grid Points and corresponding sludge laver thickness must be shown on a sketch
attached to this Sludge Survey Data Sheet.
See Appendix 6 for conversion from inches to tenths of feet.
White - Office Yellow - Producer

Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number P
B. Lagoon Identification>rx ===-
C. Person(s) taking Measurements ,v r T f IVB Thr
D. Date of Measurements
E. Methods/Devices Used for Measurement of-
a.
f
a. Distance from the lagoon liquid surface to the top of the sludge layer.
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
c. Thickness'of the sludge layer if snaking a direct measurement with "core sampler":
F. Lagoon Surface Area (using dimensions at inside top of bank): a . & (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acre: Use 8 points
b. If more than 1.33 acre, )-.0 acres x 6 , with maximum of 24.
(Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet".
1. At time of sludge survey, also measure the distance from the Maximum Liquid Level
P. Proceed to Sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by- C r:_17Date: - 3r -
Print Name ,;' Signature
r IL's A®R r/t�r t�lt� 2-
White - Office Yellow - Producer
to the Present Liquid Level (measure at the lagoon gage pole):
', C,
J.
Determine distance from Maximum Liquid Level to Minimum Liquid Level:
• �'
(Determine from Plan or other lagoon records) -
K.
Calculate distance from present liquid surface level to Minimum Liquid
level: Item J - Item 1, assuming present liquid level is below Max. Liq. Level:
/
L.
Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points):
• n
M.
Record from sludge survey data sheet the distance from the present liquid surface level
to the top of the sludge layer (average for all the measurement points):
..4
N.
Record from sludge survey data sheet the average thickness of the sludge layer_
_ S
O.
Calculate the thickness of the existing Liquid Treatment Zone (Item M - Item K-):
(Note: if Item O is less than 4 ft., a sludge removal and utilization plan may be requirrd by
N. C. DWQ_ See your specific permit or contact DWQ for more information.)
P. Proceed to Sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by- C r:_17Date: - 3r -
Print Name ,;' Signature
r IL's A®R r/t�r t�lt� 2-
White - Office Yellow - Producer

Sludge Survey Data Sheet
Sludge Survey Data Sheet
Completed by: ?nrne.s t u;hQ
Print Name
Lagoon Identification:
_ (�rrsr��fn f�J7 Date: 5 3,1_
Sign1ature
(A) (8)
Grid
Point
No. Distance from liquid surface
to top of stud a
(C) (C) -(B)
Distance from liquid surface Thickness of sludge
to is oon bottom soil Ia er
Ft. & inches Feet tenths
Ft. & inches Feet tenths Ft. & inches
Feet tenths
1 6.5
--T—
----r-
--- --2
2<.y
3
t
4 -;
5. v
6
7 S 3
!
8 }
9 S. 1
10 S �,
11 r ,j
12 5.
-- ��_
---J-
13
14 S. 6
15
16
17
18
19
20
21
22
23
24
Averagel r ,
g
F'
'
*All Grid Points and corresponding sludge laver thickness must be shown on a sketch
attached to this Sludge Survey Data Sheet.
See Appendix 6 for conversion from inches to tenths of feet.
White - Office Yellow - Producer

Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number f? — ?4/
B. Lagoon Identification
C. Person(s) tatting Measurements _ . 1,
D. Date of Measurements ?I 05
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
-r �v�
c. 'Thickness of the sludge layer if making a direct measurement with "core sampler":
F. lagoon Surface Area (using dimensions at inside top of bank): i ,�, (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G_ Estimate number of sampling points:
a. Less than 1.33 acre: Use 8 points
b. If more than 1.33 acre, 1.6 acres x 6 = , with maximum of 24.
(Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet".
I.
At time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole):
=
J.
Determine distance from Maximum Liquid Level to Minimum Liquid Level:
r4
(Determine from Plan or other lagoon records) -
K.
Calculate distance from present liquid surface level to Minimum Liquid
level: Item J — Item I, assuming present liquid level is below Max. Liq. Level:
L.
Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points):
_
j
M.
Record from sludge survey data sheet the distance from the present liquid surface level
to the top of the sludge layer (average for all the measurement points):
N.
Record from sludge survey data sheet the average thickness of the sludge layer:
!.
Q.
Calculate the thickness of the existing Liquid Treatment Zone (Item M — Item K):
. 5
(Note: If Item O is less than 4 R, a sludge removal and utilization plan may be required by
N. C. DWQ. See your specific permit or contact DWQ for more information.)
P. Proceed to Sludge Volume Worksheet if desire to calculate sludge vohune for rectangular shaped
lagoon with uniform side slope.
Completed by' _� ;�, m g. r I r f a F n r,:r. Date:
Print Name r" Signature
White - Office Yellow - Producer

Sludge Survey Data Sheet
Lagoon Identification: �+
Sludge Survey Data Sheet Lid- R '.i"4
Completed by: f , . 1 ., "' _ .�. r.'^ >, �, Date: o S
Print Name Signature
(A) (B)
Grid
Point
No. Distance from liquid surface
to to of sludge
(C)
Distance from liquid surface
to la oon bottom soil
(C) -(B)
Thickness of sludge
fa er
Ft. & inches Feet tenths
t. & inches Feet tenths
Ft. & inches Feet tenths
2
3
4 S-
5 S- '7
kk
6
t
7
8
10 F.. y
a
11
12
13
14
15
16
17
18
19
20
21
22
23
24
Average
i
--
*All Grid Points and corresponding sludge laver thickness must be shown on a sketch
attached to this Slud a Survey Data Sheet.
See Appendix 6 for conversion from inches to tenths of feet.
White - Office Yellow - Producer

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O�O� W A T 6RQG
7
Gene West
G&R Farms
CD
AUG, I 3 2
ry n
688 S Eldridge Rd
Newton Grove, NC 28366
Michael F. Easley, Governor
William G_ Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
August 11, 2008
Subject: Sludge Compliance Requirement Change
Dear Permittee:
Coleen H. Sullins Director
Division of Water Quality
In accordance with Condition II1.19 of State General Permit AWG100000, your facility is
required to maintain compliance regarding sludge accumulation in your animal waste treatment
lagoon(s). As you know, the previous compliance limit was to have a minimum of four (4) feet
of treatment depth between the designed stop pump and the average elevation of the top of the
sludge blanket. This requirement was based on NRCS Standard No. 359, which was recently
modified.
As of July 2008, Standard No. 359 does not use the 4 -foot requirement. Sludge compliance is
now to be based on the sludge volume as a percentage of the total treatment volume. The revised
Standard states that sludge accumulation in the permanent treatment zone must be less than 50%
of the planned treatment volume. Also, there must be a minimum of 2.5 feet of liquid above the
sludge at the pump intake location. If either of these conditions is not met then sludge must be
removed or managed in accordance with an approved Plan of Action for Lagoon Sludge
Reduction (POA). A new sludge survey worksheet has been developed to calculate sludge and
treatment volumes to determine compliance.
Our records indicate that you have filed a Sludge FOA for one or more of the lagoons at your
facility. Based on the changes to the sludge requirements in Standard No. 359, your lagoon(s)
may already be in compliance without any sludge removal. Using your lagoon design (or as -
built information) and current sludge survey measurements, complete the NEW sludge survey
worksheet. If you have any difficulty in locating or understanding your lagoon design
information, please contact your technical specialist or county Soil & Water office.
Na"rthCaroiina
Aquifer Protection Section 1636 Mail Service Center Raleigh. NC 27699-1636 Telephone: [phone]
Internet: www.ncwat ualit .o Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action Employer— 500,6 Reaycledl10% Post Consumer Paper

Send both sludge survey worksheets, OLD and NEW, to the address below if you feel that your
lagoon(s) is in compliance and wish to withdraw your POA. Our ;taffwill revie«1 the
information and notify you of our decision.
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
If you have any questions about the new sludge requirement, sludge survey worksheet, or any
related matter please feel free to contact the Animal Feeding Operations Unit staff at 919-733-
3221.
Sincerely,
Keith Larick, Supervisor
Animal Feeding Operations Unit
Enclosures
cc (w/o enclosures): Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - AWS820284

Feb 11 10 02:34p Gene and Rhonda West
GENE & RHONDA WEST
668 SOUTH El RIDGE ROAD
NEWTON GROVE, NC 28366
910-567-4513 1910-567-5421 FAX
910-567-5421 P.1
C>C)
hfon_ ao10-P-- 10,7_ 1
G & R FARMS
nc,c�t`i 10100(0
Phone: Date: i1QQ
Re: CC:
Comments- �
J Aw Aw
910-M54701. 870/. � ,f�•,r 9ro-.s��s3<9
From:
��Ens � ,
Fay
0
Pages:
Phone: Date: i1QQ
Re: CC:
Comments- �
J Aw Aw
910-M54701. 870/. � ,f�•,r 9ro-.s��s3<9

Feb 11 10 02:35p Gene and Rhonda West 910-567-5421
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
0
Facility Number: 82-284 County. Sampson
Facility Name: G & R Farms
certified operator +tame: Gene S West Jr Operator Number: 18455
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon NameA D
Spillway(Y or N):
Level(inchesf,
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
1
N
17
2- ;Check:all applicable items
M!'*` � `Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day`Plans of Action are attached. Hydraulic and agronomic balances are
> within acceptable ranges_
t. ,
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
`} 30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP_
Operation will be partially or fully depopulated.
`Attach a complete schedule with corresponding animal units and dates fro depopulation
-if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population forthe receiving facility
3. Earliest possible date to begin land application of waste:
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the infarnation is
accurate and correck
Geomr, S. is Esi a Phone: 910-5io7' 53l
Facility Owner/Manager (print)
Date:
Facility edManager (signature)

Feb 11 10 02:35p Gene and Rhonda West
910-567-5421 p.3
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Nameiidentifier (10): 1
2. Current liquid volume in 25 yr.124 hr. storm storage 8 structural freeboard
a_ current liquid level according to marker
17.0 inches
b. designed 25 yr -124 hr. storm & structural freeboard
79.0 inches'
c, line b - line a (inches in red zone) _
'2.0 inches
top of dike surface area according to design
d. (area at bek wv structural freeboard elevation)
593fi4 ft2
e, line cJ12 x line d x 7.48 gallonsW
74007 gallons
3_ Projected volume of waste liquid produced during draw down period
-
f. temporary storage period according to structural design
180 days
g. volume of waste produced according to structural design
81356 fi3
h. current herd # F 2480 certified herd #F 24$0
actual waste produced = current herd # x line g =
81356 fl'
certified herd .#
i. volume of wash water according to structural design
®ft3
j. excess rainfall over evaporation according to design
3967fi ft
k. (fines h + i + j) x 7.48 x 30 days/line f=
150867 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 7/1712009
2.40
m. ((lines e + k)11000) x line I =
540 lips_ PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)

Feb 11 10 02:35P Gene and Rhonda West
K
910-567-5421 PA
Il. TOTAL POUNDS OF PAN STORED AnTHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: 7
line m =
539.7 Ib PARI
2. Structure ID:
line m =
lb PARI
3. Structure ID:
line m =
lb PAN
4. Structure ID:
line m =
Ib PAN
5_ Structure ID:
line m =
tb PAR!
6. Structure ID:
line in =
Ib PAN
n. lines 1l.+.2 +-3 +4 t,5 + 6 = 539.7 Ib PAN
III. TOTAL PAN�BAUNCE I4k]MAINIING 1`OR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD_ DOINO7T'LIST FIELDS TO WH16'lI,PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract # P. field #: G :
TH3103
q. crop r : ~
),-A.AAN1 ,VV13
r. acres
s_ remaining IRR L TOTAL. PAN u, aMflca& n window`
2 PAN balanee BALANCE FOR
Qh�3cre) column1ba.1
FIELD
pILl1R[S f Z 5
X.ai"23-1 i.'JA 4J-W"WA►"4' fy
1.84
100.00
184.0
24A
WA
3,64
100.00
364.0
24B
WA
3.89
100.00
389.0
15A
SG
1.57
50.00
78:5
V. Total PANT available for all fields (sum of column t)
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied [line n from section II)
x. Crop's remaining PAN balance (line v from section 111) _
V. Overall PAN balance (w - x) =
1015.5 ib. PANT
539.7 lb. PAN
1015.5 ib. PAN
476 lb. PAN

Feb 11- 10 02:35p Gene and Rhonda West
910-567-5421 P.5 -` • '
Line y must show as a deficit. if fine y does not show as a deficit, list course of action -here including pump and
haul, depopulation, herd reduction, etc. For pump & haul arid herd reduction-optionfs.:.recalculate new PAN
based on new information. if new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. K animal waste is to bel hauled to
another permitted facility, provide information regarding the nerd population and lagoan freeboard levels at the
receiving facility.
NARRATIVE-

Producer:
Name of Farm
Location:
Phone:
Type of Operation:
Number of Animal:
Storage Structure:
Method of Application
Waste Utilization Plan
Gene West
G & R Farms
668 S Eldridge Rd.
Newton Grove NC 28366
910-385-8701
Feed -Finish
6890
Anaerobic Lagoon
Irrigation
Amount of waste produced per year:
Amount of plant available N (PAN) produced/year:
Amount of plant available phosphorus produced/year-
County
AV,
Sampson
13091 ton/year
15847 lbs./year
8957 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
DENR-FRO
DEC 19 ton
D■rQ

G&RFarms
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
211.0217 adopted by the Environmental Management Commission -
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Page 2
Tract No.
Pull No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
3488
1
Ra
Cotton
800
0.12
4.61
443
MAR15-AUGI
96
3488
1
Ra
WA
1
100
4.61
461
SEP -MAR
100
3488
2
Ra
Cotton
800
0.12
3.45
331
MAR15-AUGI
96
3488
2
Ra
WA
1
100
3.45
345
SEP -MAR
100
9042
3
Ra
Cotton
800
0.12
2.56
246
MAR15•AUGI
96
9042
3
Ra
WA
1
100
2.56
256
SEP -MAR
100
3488
7
GoA
Cotton
925
0.12
1.26
140
MAR15-AUGI
111
3488
7
GoA
WA
1
100
1.26
126
SEP -MAR
100
3488
8
NoA
Cotton
875
0.12
2.24
235
MAR15-AUGI
105
3488
8
NoA
WA
1
100
2.24
224
SEP -MAR
100
3488
9
NoA
Cotton
875
0.12
3.93
413
MAR15-AUG1
105
3488
9
NoA
WA
1
100
3.93
393
SEP -MAR
100
3488
10
NoA
Cotton
875
0.12
3.41
358
MAR15-AUGI
105
3488
10
NoA
WA
1
100
3.41
341
SEP -MAR
100
9042
11
NoA
Cotton
875
0.12
2.96
311
MAR15-AUGI
105
9042
11
NoA
WA
1
100
2.96
296
SEP -MAR
100
9042
12
NoA
Cotton
875
0.12
3.02
317
MAR15-AUGI
105
9042
12
NoA
WA
1
100
3.02
302
SEP -MAR
100
9042
13
NoA
Cotton
875
0.12
2.81
295
MAR15-AUGI
105
9042
13
NoA
WA
1
100
2.81
281
SEP -MAR
100
9042
14
NoA
Cotton
875
0.12
2.29
240
MAR15-AUGI
105
9042
14
NoA
WA
1
100
2.29
229
SEP -MAR
100
9040-9038
15
GoA
Cotton
925
0.12
34.97
3882
MAR15-AUGI
111
3487
15
GoA
WA
1
100
34.97
3497
SEP -MAR
100
9041
23
NoA
Cotton
875
0.12
1.84
193
MAR15-AUGI
105
9041
23
NoA
WA
1
100
1.84
184
SEP -MAR
100
9041
24A
NoA
Cotton
875
0-12
3.64
382
MART$-AUGI
105
9041
24A
NoA
WA
1
100
3.64
364
SEP -MAR
100
9041
24B
NoA
Cotton
875
0.12
3.$9
408
MAR15-AUGI
105
9041
24B
NoA
WA
1
100
3.891
3891
SEP -MAR
100
Total 76.88 15882 lbs.
Available Nitrogen 15847 lbs.
Surplus or Deficit -35 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.

G & R Farms 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 2480 lbs. of plant available
nitrogen per year in the sludge.
if you remove sludge every 5 years you will have approximately 12402 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 41
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 99
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

G & R Farms
Page 4
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
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 irrrigate 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.
Pull No.
Soil Type
Crop
Code
Applic.
Rate(in/hr)
Applic.
Amount
3488
1
Ra
Cotton
0.35
1.0
3488
1
Ra
WA
0.35
1.0
3488
2
Ra
Cotton
0.35
1.0
3488
2
Ra
WA
0.35
1.0
9042
3
Ra
Cotton
0.35
1.0
9042
3
Ra
WA
0.35
1.0
3488
7
GoA
Cotton
0.40
1.0
3488
7
GoA
WA
0.40
1.0
3488
8
NoA
Cotton
0.40
1.0
3488
8
NoA
WA
0.40
1.0
3488
9
NoA
Cotton
0.40
1.0
3488
9
NoA
WA
0.40
1.0
3488
10
NoA
Cotton
0.40
1.0
3488
10
NoA
WA
0.40
1.0
9042
11
NoA
Cotton
0.40
1.0
9042
11
NoA
WA
0.40
1.0
9042
12
NoA
Cotton
0.40
1.0
9042
12
NoA
WA
0.40
1.0
9042
13
NoA
Cotton
0.40
1.0
9042
13
NDA
WA
0.40
1.0
9042
14
NDA
Cotton
0.40
1.0
9042
14
NDA
WA
0.40
1.0
9040-9038
15
GoA
Cotton
0.40
1.0
3487
15
GoA
WA
0.40
1.0
9041
23
NoA
Cotton
0.40
1.0
9041
23
NoA
WA
0.40
1.0
9041
24A
NDA
Cotton
0.40
1.0
9041
24A
NoA
WA
0.40
1.0
9041
24B
NoA
Cotton
0.40
1.0
9041
24B
NoA
WA
0.40
1.0

G & R Farms
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

G & R Farms 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 potentuai 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 residenrial 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).

G & R Farms
REQUIRED SPECIFICATIONS
(continued)
12. Animal waste shall not be applied closer than 100 feet to wells_
Page 7
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 ori 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 marker will 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. Sail 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 8
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: G & R Farms
Owner/Manager Agreement Gene West
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: Gene West
Signature: JOi
Name of Manager (If different from owner)
Signature:�,�Q ACj
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc.
Address: P.O. Box 438
Clinton, NC 28329
Phone: 914-S96-5749
Date: - 0//
Date: 14 /-;--.?0//
Signature: q� ' Date: !L 15 i

Waste Utilization Plan
Producer: Gene West County: Sampson
Name of Farm: G & R Farms
Location: 668 S Eldridge Rd.
Newton Grove NC 28366
Phone: [phone]
Type of Operation: Feed -Finish
Number of Animal: 6890
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year: 13091 ton/year
Amount of plant available N (PAN) produced/year: 15847 lbs./year
Amount of plant available phosphorus produced/year: 8957 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

G & R Farms
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:
Page 2
Tract No.
Pull No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
3488
1
Ra
Corn
110
1.25
4.61
634
FEBISAUN
137.5
3488
1
Ra
WA
1
100
4.61
461
SEP -APR
100
3488
2
Ra
Corn
110
1.25
3.45.
474
FEB15-JUN
137.5
3488
2
Ra
WA
1
100
3.45
345
SEP -APR
100
9042
3
Ra
Corn
110
1.25
2.56
352
FEB15-JUN
137.5
9042
3
Ra
WA
1
100
2.56
256
SEP -APR
100
3488
7
GoA
Corn
125
1.25
1.26
197
FEB15-JUN
156
3488
7
GoA
WA
1
100
1.26
126
SEP -APR
100
3488
8
NoA
Corn
110
1.25
2.24
308
FEBISALIN
137.5
3488
8
NoA
WA
1
100
2.24
224
SEP -APR
100
3488
9
NoA
Corn
110
1.25
3.93
540
FEB15-JUN
137.5
3488
9
NoA
WA
1
100
3.93
393
SEP -APR
100
3488
10'
NoA
Corn
110
1.25
3.41
469
FEB15 JUN
137.5
3488
10
NoA
WA
1
100
3.41
341
SEP -APR
100
9042
11
NoA
Corn
110
1.25
2.96
407
FEB15-JUN
137.5
9042
11
NoA
WA
1
100
2.96
296
SEP -APR
100
9042
12
NoA
Corn
110
1.25
3.02
415
FEB15-JUN
137.5
9042
12
NoA
WA
1
100
3.02
302
SEP -APR
100
9042
13
NoA
Corn
110
1.25
2.81
386
FEB15-JUN
137.5
9042
13
NoA
WA
1
100
2.81
281
SEP -APR
100
9042
14
NoA
Corn
110
1.25
2.29
315
FE815-JUN
137.5
9042
14
NoA
WA
1
100
2.29
229
SEP -APR
100
9040-9038
15
GoA
Corn
125
1.25
34.97
5455
FEBISALIN
156
3487
15
GoA
WA
1
100
34.97
3497
SEP -APR
100
9041
23
NoA
Corn
110
1.25
1.84
253
FEB15-JUN
137.5
9041
23
NoA
WA
1
100
1.84
184
SEP -APR
100
9041
24A
NoA
Corn
110
1.25
3.64
501
FEB15-JUN
137.5
9041
24A
NoA
WA
1
100
3.64
364
SEP -APR
100
9041
24B
NoA
Corn
110
1.25
3.89
535
FEB15-JUN
137.5
9041
24B
I NoA
WA
1
1001
3.891
389
SEP -APR 1
100
Total 76.88 18930 lbs.
Available Nitrogen 15847 tbs.
Surplus or Deficit -3083 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.

G & R Farms 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 2480 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 12402 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 41
acres of land. if you apply the sludge to corn at the rate of 125 tbs. of nitrogen per acre you will need 99
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

G&RFarms
Page 4
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
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 irrrigate 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.
Pull No.
Soil Type
Crop
Code
Applic_
Rate(in/hr)
Applic.
Amount
3488
1
Ra
Corn
0.35
1.0
3488
1
Ra
WA
0.35
1.0
3488
2
Ra
Corn
0.35
1.0
3488
2
Ra
WA
0.35
1.0
9042
3
Ra
Corn
0.35
1.0
9042
3
Ra
WA
0.35
1.0
3488
7
GoA
Corn
0.40
1.0
3488
7
GoA
WA
0.40
1.0
3488
8
NoA
Corn
0.40
1.0
3488
8
NoA
WA
0.40
1.0
3488
9
NoA
Corn
0.40
1.0
3488
9
NoA
WA
0.40
1.0
3488
10
NoA
Corn
0.40
1.0
3488
10
NoA
WA
0.40
1.0
9042
11
NoA
Corn
0.40
1.0
9042
11
NoA
WA
0.40
1.0
9042
12
NoA
Corn
0.40
1.0
9042
12
NoA
WA
0.40
1.0
9042
13
NoA
Corn
0.40
1.0
9042
13
NoA
WA
0.40
1.0
9042
14
NoA
Corn
0.40
1.0
9042
14
NoA
WA
0.40
1.0
9040-9038
15
GoA
Corn
0.40
1.0
3487
15
GoA
WA
0.40
1.0
9041
23
NoA
Corn
0.40
1.0
9041
23
NoA
WA
0.40
1.0
9041
24A
NoA
Corn
0.40
1.0
9041
24A
NoA
WA
0.40
1.0
9041'
24B
NoA
Corn
0.40
1.0
9041
24B
NoA I
WA
0.40
1.0

G & R Farms
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

G & R Farms 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 residenrial 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).

G & R Farms
REQUIRED SPECIFICATIONS
(continued)
12. Animal waste shall not be applied closer than 100 feet to wells.
Page 7
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 marker will 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 8
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: G & R Farms
Owner/Manager Agreement Gene West
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: Gene West
Signature:
Name of Manager (If different from owner)
Signature: &A#- %jhj
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc.
Address: P.O. Box 438
Clinton, NC 28329
Phone: [phone]
Date: - l 1
Date: /_7 -/j .,20/+
Signature: Date: 2- ] r

IRRIGATION SYSTEM PARAMETERS
Land Owner: G & R Farms (Gene West)
Address: 688 S. Eldridge Rd
Newton Grove NC 28366
Telephone: [phone]
TABLE 1- Field Specifications
Date: 11 If 5 $1
Facility No. 82-284
County: Sampson
Field No.
and/or
Pull No.
Maximum
Usable
Size of
Field
Soil Type
Slope
N
Crop(s)
Maximum
Application
Rate
(in/hr)
Maximum
Application
per Irrigation
Cycle
(inches)
1
4.61
Ra
0-2
Corn, Cotton, WA
0.35
1.0
2
3.45
Ra
0-2
Corn, Cotton, WA
0.35
1.0
3
2.56
Ra
0-2
Corn, Cotton, WA
0.35
1.0
7
1.26
NoA
0-2
Corn, Cotton, WA
0.40
1.0
8
2.24
NoA
0-2
Corn, Cotton, WA
0.40
1.0
9
3.93
NoA
0-2
Corn, Cotton, WA
0.40
1.0
10
3.41
NoA
0-2
Corn, Cotton, WA
0.40
1.0
11
2.96
NoA
0-2
Corn, Cotton, WA
0.40
1.0
12
3.02
NoA
0-2
Corn, Cotton, WA
0.40
1.0
13
2.81
NoA
0-2
Corn, Cotton, WA
0.40
1.0
14
2.29
NoA
0-2
Corn, Cotton, WA
0.40
1.0
15
34.97
GoA
0-2
Corn, Cotton, WA
0.40
1.0
23
1.84
NoA
0-2
Corn, Cotton, WA
0.40
1.0
24A
3.64
NoA
0-2
Corn, Cotton, WA
0.40
1.0
24B
3.89
NoA
0-2
Corn, Cotton, WA
0.40
1.0
76.88
Computed By: a. 6LEN4 CL 1 rA'W
rXiv.,r- �--

Hard Hose Traveling Gun System
Land owner: G & R Farms (Gene West)
Irrigation System
Designation: Existing Irrigation System
Wetted Diameter: 250 feet
72%
Spacing: 180 feet
Hydrant Layout: X Multiple Hydrants
Facility Number: 82-284
New/Expanding
Irrigation System
Single Hydrant
Pull
Number
Lane
Spacing
Pull Location
Length Ext/Int
Middle
Start
End
Stop
End
Total
Acres
1
180
830 Ext
4.10
0.51
4.61
2
180
790 Int
3.22
0.23
3.45
3
180
520 Ext
2.31
0.25
2.56
7
calclations done by others
1.26
8
2.24
9
3.93
10
3.41
11
2.96
12
3.02
13
2.81
14
2.29
15
Center Pivot
34.97
23
1.84
24A
3.64
24B
3.89
Total
76.88
Computed By: .6LE CitF to r

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Producer.
Name of Farm
Location:
Phone:
Type of operation:
Number of Animal:
Storage Structure:
Method of Application:
Waste Utilization Plan
Gene West
G & R Farms
668 S Eldridge Rd.
Newton Grove NC 28366
910-385-8701
Feed -Finish
6890
Anaerobic Lagoon
Irrigation
Amount of waste produced per year:
Amount of plant available N (PAN) produced/year:
Amount of plant available phosphorus produced/year:
g�� -,;-? "
County: Sampson
13091 ton/year
15847 lbs./year
8957 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
blip,
DENR-FRCS
MAR 18 2014
1DW O

G & R Farms
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:
Cotton and Winter Annual
Page 2
Tract No.
Pull No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
Lbs N Month to
Used Apply
Lbs. N
Per Ac.
9040-9038
Pivot 1
GoA
Cotton
925
0.12
34.97
3882 MAR15-AUGi
111
9040-9038
Pivot 1
GoA
WA
1
100
34.97
3497 SEP -MAR
100
3488
Pivot 2
NoA
Cotton
875
0.12
25.00
2625 MAR15-AUGi
105
3488
Pivot 2
NoA
WA
1
100
25.00
2500 SEP -MAR
100
3488
Pivot 3
Ra
Cotton
800
0.12
11.00
1056 MAR15-AUGi
96
3488
Pivot 3
Ra
WA
1
100
11.00
1100 SEP -MAR
100
3487
Pivot 4
NoA
Cotton
875
0.12
15.00
1575 MAR15-AUG1
105
3487
Pivot 4
NoA
WA
1
100
15.00
1500 SEP -MAR
100
9041
23
NoA
Cotton
875
0.12
1.84
193 MAR15-AUGi
105
9041
23
NoA
WA
1
100
1.84
184 SEP -MAR
100
9041
24A
NoA
Cotton
875
0.12
3.64
382 MAR15-AUG1
105
9041
24A
NoA
WA
1
100
3.64
364 SER -MAR
100
9041
24B
NoA
Cotton
875
0.12
3.891
4081 MAR15-AUG1
1
105
9041
24B
NoA
WA
1
100
3.891
3891 SEP -MAR
100
Total 95.34 19655 lbs.
Available Nitrogen 15847 lbs.
Surplus or Deficit -3808 lbs.
Corn and Winter Annual
Tract No.
Pull No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
9040-9038
Pivot 1
GoA
Corn
125
1.25
34.97
5455
FEB -15 -JUN
156
9040-9038
Pivot 1
GoA
WA
1
100
34.97
3497
SEP -MAR
100
3488
Pivot 2
NoA
Corn
110
1.25
25.00
3438
FEB 15 -JUN
137.5
3488
Pivot 2
NoA
WA
1
100
25.00
2500
SEP -MAR
100
3488
Pivot 3
Ra
Corn
110
1.25
11.00
1513
FEB -15 -JUN
137.5
3488
Pivot 3
Ra
WA
1
100
11.00
1100
SEP -MAR
100
3487
Pivot 4
NoA
Corn
110
1.25
15.00
2063
FEB -15 -JUN
137.5
3487
Pivot 4'
NoA
WA
1
100
15.00
1500
SEP -MAR
100
9041
23
NoA
Corn
110
1.25
1.84
253
FEB -15 -JUN
137.5
9041
23
NoA
WA
1
100
1.84
184
SEP -MAR
100
-9041
24A
NoA
Corn
110
1.25
3.64
501
FEB -15 -JUN
137.5
9041
24A
NoA
WA
1
100.
3.64
3641
SEP -MAR
100
9041
24B
NoA
Corn
110
1.25
3-89
5351
FEB -15 -JUN 1
137.5
9041
24B
NoA
WA
1
100
3.89
3891
SEP -MAR
100
Total 95.34 23292 lbs.
Available Nitrogen 15847 lbs.
Surplus or Deficit -7445 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.

G & R f=arms 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 rattached 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 2480 lbs. of plant available
nitrogen per year in the sludge.
if you remove sludge every 5 years you will have approximately 12402 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 41
acres of land. If you apply the sludge to corn at the rate of 125 lbs, of nitrogen per acre you will need 99
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25`y 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

G & R Farms
Page 4
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
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 irrrigate 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.
Cotton and Winter Annual
Tract No.
Pull No.
Soil Type
Crop
Code
Applic.
Rate(in/hr)
Applic.
Amount
9040-9038
1
GoA
Cotton
0.4
1.0
9040-9038
1
GoA
WA
0.4
1.0
3488
2
NoA
Cotton
0.4
1.0
3488
2
NoA
WA
0.4
1.0
3488
3
Ra
Cotton
0.35
1.0
3488
3
Ra
WA
0.35
1.0
3487
4
NoA
Cotton
0.4
1.0
3487
4
NoA
WA
0.4
1.0
9041
23
NoA
Cotton
0.4
1.0
9041
23
NoA
WA
0.4
1.0
9041
24A
NoA
Cotton
0.4
1.0
9041
24A
NoA
WA
0.4
1.0
9041
24B
NoA
Cotton
0.4
1.0
9041
24B
NoA
WA
0.4
1.0
Corn and Winter Annual
Tract No.
Pull No.
Soil Type
Crop
Code
Applic_
Rate(in/hr)
Applic.
Amount
9040-9038
1
GoA
Corn
0.4
1.0
9040-9038
1
GoA
WA
0.4
1.0
3488
2
NoA
Corn
0.4
1.0
3488
2
NoA
WA
0-4
1.0
3488
3
Ra
Corn
0.35
1.0
3488
3
Ra
WA
0.35
1.0
3487
4
NoA
Corn
0.4
1.0
3487
4
NoA
WA
0.4
1.0
9041
23
NoA
Corn
0.4
1.0
9041
23
NoA
WA
0.4
1.0
9041
24A
NoA
Corn
0.4
1.0
9041
24A
NoA
WA
0.4
1.0
9041
24B
NoA
Corn
0.4
1.0
9041
24B
NoA
WA
0.4
1.0

G & R Farms
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

G & R Farms Page 6
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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.
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
4nay 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.
5. 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.
S. 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 residenrial 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).

G & R Farms
REQUIRED SPECIFICATIONS
(continued)
12. Animal waste shall not be applied closer than 100 feet to wells.
Page 7
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 marker will 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 8
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: G & R Farms
Owner/Manager Agreement Gene West
(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: Gene West
Signature:
Name of Manager (If different from owner)
Signature:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc. Phone: 910-S96-5749
Address: P.O. Box 438
Clinton, NC 28329
Signature: 14, t qf'_
Date: j
Date:
Date: -31 t Z ( 4-

7
i
Y,
Pivot t# 3
11 acres
i
3
t
t
t

GENE WEST
668 South Eldridge Road
Newton Grove, NC 28366
910-567-5319
910-567-5421 fax
March 28, 2014
To: Waste Management
Facility# 8202844
Certificate of Coverage # AWS820284
MAR 31 �g
DIVISION OF WASTE MANAGEMENT
'AYETTEVILLE REGIONAL OFFICE
Enclosed is a copy of our newly revised Waste Utilization Plan and the field maps. It was
requested that Fayetteville have a copy. We have emailed and mailed application, waste plan
and field maps to Raleigh.
The Waste Utilization Plan was prepared by Glenn Clifton at Prestage Farms in Clinton. We are
swine growers for them.
Thank you,
Gene West
Owner

Waste Utilization Plan
Producer Gene West
County: Sampson
Name of farm: G & R Farms
Location: 668 S Eldridge Rd.
Newton Grove NC 28366
Phone: 910-385,8701
Type of Operation: Feed -Finish
Number of Animal: 6890
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year:
13091 ton/year
Amount of plant available N (PAN) produced/year:
15847 lbs./year
Amount of plant available phosphorus produced/year:
8957 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.
S. 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

G & R Farms
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:
Cotton and Winter Annual
Page 2
Tract No.
Pull No.
Soil Type
Crop
Code
Yield/Ac
lbs. N
unit
Acres
Lbs N Month to
Used Appily
Lbs. N
Per Ac.
9040-9038
Pivot 1
GoA
Cotton
925
0.12
34.97
3882 mAa1_&-AUG1
_111
9040-9038
Pivot i
GOA
WA
1
100
34.97
3497 SEP -MAR
100
3488
Pivot 2
NOA
Cotton
875
0.12
25.00
2625 MAR15-AUGI
105
3488
Pivot 2
NoA
WA
1
100
25.00
2500 SEP -MAR
100
3488
Pivot 3
Ra
Cotton
800
0.12
11.00
1056 MAR]SAUG1
96
3488
Pivot 3
Ra
WA
1
100
11.00
1100 SEPWAR
100
3487
Pivot 4
NoA
Cotton
875
0.12
15.00
1575 MARls-AUGS
105
3487
Pivot 4
NoA
WA
1
100
15.00
1500 SEP -MAR
100
9041
23
NOA
Cotton
875
0.12
1.84
193 MARB-AUG1
105
9041
23
NOA
WA
1
100
1.84
184 SEP -MAR
100
9041
24A
NOA
Cotton
875
0.12
3.64
382 mmis-AuG1
105
9041
24A
NOA
WA
1
100
3.64
364 SEP -MAR
100
9041
24B
NOA
Cotton
875
0.12
3.89
408 mmis-AuGil
105
9041
24B
NOA I
WA
I 1
100
3.891
3891 SEP -MAR 1
100 -
Total 95.34 19655 lbs.
Available Nitrogen 15847 lbs.
Surplus or Deficit -3808 lbs.
[nm and Winter Annual
Tract No.
Pull No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N.
unit
Acres
Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
9040.9038
Pivot 1
GoA
Corn
125
1.25
34.97
5455
FEB -I5 -JUN
156
9040-9038
Pivot 1
GoA
WA
1
100
34.97
3497
SEP -MAR
100
3488
Pivot 2
NoA
Corn
110
1.25
25.00
3438
FEB -15 -Jury
137.5
3488
Pivot 2
NoA
WA
1
100
25.00
2500
SEP -MAR
100
3488
Pivot 3
Ra
Corn
110
1.25
11.00
1513
FEB-ISJUN
137.5
3488
Pivot 3
Ra
WA
1
100
11.00
1100
SEP -MAR
100
3487
Pivot 4
NoA
Corn
110
1.25
15.00
2063
FEB -15 -JUN
137.5
3487
Pivot 4
NoA
WA
1
100
15.00
1500
SEP -MAR
100
9041
23
NoA
Corn
110
1.25
1.84
253
FEB -I5 -JUN
137.5
9041
23
NoA
WA
1
100
1.84
184
SEP -MAR
100
9041
24A
NoA
Corn
110
1.25
3.64
501
FEB-I54UN
137.5
9041
24A
NoA
WA
1
100
3.64
3641
SEP -MAR
100
R904E-24B
248
NoA
Corn
110
1.25
3.89
535
FEB -t5 -JUN
137.5
NOA
WA
1 1
100 1
3.89
3891
SEP -MAR
100
Total 95.34 23292 lbs_
Available Nitrogen 15847 lbs.
Surplus or Deficit -7445 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.

G & R Farms 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 2480 lbs. of plant available
nitrogen per year in the sludge.
If.you remove sludge every 5 years you will have approximately 12402 lbs. of PAN to utilize_ Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 41
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 99
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

G & R Farms
Page 4
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
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 instaited to property irrrigate 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.
Cotton and Winter Annual
Tract No.
Pull No_
Soil Type
Crop
Code
Applic.
Rate(in/hr)
Applic.
Amount
9040.9038
1
GoA
Cotton
0.4
1.0
9040-9038
1
GoA
WA
0.4
1.0.
3488
2
NoA
Cotton
0.4
1.0
3488
2
NoA
WA
0.4
1.0
3488
3
Ra
Cotton
0.35
1.0
3488
3
Ra
WA
035
1.0
3487
4
NoA
Cotton
0.4
1.0
3487
4
NoA
WA
0.4
1.0
9041
23
NoA
Cotton
0.4
1.0
9041
23
NoA
WA
0.4
1.0
9041
24A
NoA
Cotton
0.4
1.0
9041
24A
NoA
WA
0.4
1.0
9041
24B
NoA
Cotton
1 0.4
1.0
9041
24B
NoA
WA
0.4
1.0
Conn and Winter Annual
Tract No.
Pull No.
Soil Type
Crop
Code
Applic.
Rate(in/hr)
Applic.
Amount
9040-9038
1
GoA
Com
0.4
1.0
9040-9038
1
GoA
WA
0.4
1.0
3488
2
NoA
Corn
0.4
1.0
3498
2
NoA
WA
0.4
1.0
3488
3
Ra
Corn
0.35
1.0
3488
3
Ra
WA
0.35
1.0
3487
4
NoA
Corn
0.4
1.0
3487
4
NoA
WA
0.4
1.0
9041
23
NoA
Corn
0.4
1.0
9041
23
NoA
WA
0.4
1.0
9041
24A
NOA
Corn
.0.4
1.0
9041
24A
NoA
WA
0.4
1.0
9041
24B
NoA
Corn
0.4
1.0
9041
24B
NoA
WA
0.4
1.0

G & R Farms
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 184 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
property 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

G & R f=arms Page 5
WASTE LIRILIZATION.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•orhas an
agreement for use of adequate land on which to. properly apply waste. If the producer
does not own adequate land to property 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 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 to 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 residenrial 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).

G & R Farms Page 7
REQUIRED SPECIFICATIONS
(continued)
12. Animal waste shall not be applied loser 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.
i5. 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 waterwaysthat 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 "dosure 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 marker will 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 8
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: G & R Farms
Owner/Manager Agreement Gene West
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: Gene West
Signature: d1w Date: -42 -
Name of Manager (if different from owner)
Signature: Date:
Name of Person Preparing. Plan: G_ Glenn Clifton
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329
Signature- ,+•- Date: -311 ! �'

WOODS
ZONE z2A
WOODS
ZONE 21 A ZONE 21 S
eq.) -ay
"lDOOS
n
N PIW
W z
w w z O
z z o ,� J,
N N PROPOSED�p-Ai�OPOSED
14
4 i ` PAD �LAGOON
!y t
. •, ate_
WOODS F
r+
z z z z a z J
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LU N O N O N O
N `
p Ir
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1
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r
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�r
0
ZONE 21D
ZONE 21
1B0' "
180'
180'
o \
1
N
✓f
FILL 11115 DITCH, CONVERT
10,
TO GRASS WATEAV"Ay
ALT upSURFtiCE
1 \
pAAN
HrGiilvnr
y
ZONE 16
m
Q
1
a
�
+
y
N
n
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W z
w w z O
z z o ,� J,
N N PROPOSED�p-Ai�OPOSED
14
4 i ` PAD �LAGOON
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WOODS F
r+
z z z z a z J
O
LU N O N O N O
N `
p Ir
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1
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p
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w
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1B0' "
180'
180'
1
I
10,
PAD AREA POGO
ZONE 16
m
y
N
NG LAGAG4QN V
EXISTING
Q
EXISTING LAGOON I
\1
wI zz
a0L
z
N 1 BO' 1 BQ' 180'
z
w '"
O
N
O
O
N
N
N, ^ ZO
n
N PIW
W z
w w z O
z z o ,� J,
N N PROPOSED�p-Ai�OPOSED
14
4 i ` PAD �LAGOON
!y t
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WOODS F
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WOODS
ZONE 22A
woods
ZONE 27A IZONE 2113
m Z ZZ Z Z z
O N N N O
N
z
0
N
PAD AREA
EXISTING LAGOON
EXISTM LAGOON
IRRIGATION DESIGN
Gene West
WOODS
ZONE 228 r
0
EXISTING TREE LINE
zoNe 21D
ZONE 21C
LEGEND
—X EXISTING HYDRANT LOCATION
PROPOSED HYDRANT LOCATION
Flu THIS DITCH, CONVERT
--^�
0 PUMP LOCATION
mm
TO GRASS WATERWAY
rw� 6" PVC MAIN LINE
OR INSTALL SUBSURFACE
4« PVC MAIN LM
Z
O
N
DRAINAGE TILE
� THRUST BLOCKING
HIGHWAY
WELL BUFFER
\
-7 r7 -z BUFFEIt
NOTES:
1) THRUST B1ACI{LNG SHALL BE PROVIDED AT ALL BENDS. TLTrS. DFAO F5
AND OTHER SPECIAL FrMNGS WHICH REQUIRE NLSERAtNiNG'
6` PVC PR 200 (SDR 2l) AND 4' PVC
I m
2) MAINME: PIPE AND LATERA. SHALL BE
PR 160 (SDR:6) AND SHALL BE BURLED] TO HAVE AT LEAST 3 FEEL' OF COVER.
D ON THE RSCS MAPPROVIDED
3) THIS MAP HAS BEEN PREPARED BAS>
R7T11 MEASU�FNIS TAKEN IN THE FIELD-LS CODRRECT TO
O
! ^� o o.
N
m O
OWNER AND
• THE OWNSHALL CONTACT
THE BEST OF MY KNOWLEDGE AND BELIEF.
AREA,
r N
r
a) WHERE PCR'ER LINES ARE W THE SPRAY
AND APPROVAL.
REII S pN THE SAME 4' LINE. THE
T11E POWER COMPANY FOR CURRENT REELS
RUN TWO
I
5) THE OPEILSTOR SHOULD NOT
VF1 OCi7 Y WOULD EX CF THE RECOMMENDED MAXIMUM. THE SECOND REEL
LLNE SERVING A DIFFERENT j' ON
w
SHOULD] BE OPERATED ON A SEPARATE 4`
Z,`
z z
N N
ZO Z
z
2
7 \' , j
180' 180' 180'
N N
N
O
N
•D I Z \
w
2
N 180' 180' 180'
17• m w
z z z o
A
N !
,y w N ^� N PROPOSED PROPOSED
PAD LAGOON`
�1A CA r? 'fj
ea5/ ••
AL•
12273
'•.;�GrNE�; �
�r,0114 O YD A` f
<<!l1111110
WOODS
Prepared by: Bob Mitchell
Certified by: M. Fla d Adams P.E.
ZZ Dom: January 5 1991
EXISTING TREE LINE
ZONE 16
mm
PROPOSED NEW TREE LINE
'
Z
O
N
WOODS
m
m O
w
^
Z,`
z z
N N
ZO Z
z
2
N!
N N
N
O
N
•
THIS AREA OF WOODS
TO BE CLEARED AND
PREPARED FOR CROPS
wows
�1A CA r? 'fj
ea5/ ••
AL•
12273
'•.;�GrNE�; �
�r,0114 O YD A` f
<<!l1111110
WOODS
Prepared by: Bob Mitchell
Certified by: M. Fla d Adams P.E.
ZZ Dom: January 5 1991

d
CD
w
z
N
N
WOODS
ZONE 22A
WOODS
ZONE 21A ZONE 2 1 e
ss.
14
O N '
h m Ql r
O O O O. O
N N N N N
lit I
PAD AREA
EXISTING LAGOON
EXISTING LAGOON
,aa 1Ba tied•
180' a
n n �
1Pr ' m Lu z z O
�0 z 00 N N
N
N
i
WOODS
woOD$
ZONE 22B
ZONE 21D
ZDNE 21 C
0
y �—
H1G Hv,rA y
z /r
N J
PELDPosED PRDPOSED:
t
PAD LAGOON`
IRRIGATION DESIGN
FILL THIS DITCH. CONVERT
TO GRASS WATERY-"
OR INSTALL SU©SUHFI.CL
DRAINAGE TILE
0
z z 1
z d
N, N
} . _ 180' 180, _ 180'
Gene West
SCALE: 1 " = 300'
LTP N
-- EXISTING HYDRANT LOCATION
—�--- PROI'OSE.D HYDRANT LOCATION
o PU1�4P LOCATION
6" pN,(- MAIN I,INE
4" P1;L NNIATN LINE
D
THRUST BLOCKING
:BU17YER
ML2z BUFF1 -R
N*
1) THRUST BI.0MNG SMALL BE PROVTDED AT ALL BENDS, TFFS. DEAD ENDS
AND 01i{FR 411ECIAL FMINGS WH1C" RWU� R P 2W (SR 21I AND 4- PVC
2) MMNUNE PIPE AND LATERAL SHAid
PR 160 (SDR :F) f.ND SHALL BE BURIED TO HAVE AT LF -AST 3 FEET OF COVER.
3) THIS ,jAF IIAS BEEN PREPARED B&SF-D ON TIB: ASCS M !T LS CORRECT TO E
OWNER AND WITH MEASIIRafEN LS TAKEN IN TLB: FIELD.
THE BEST OF MY KNOWLEDGE AND BELIEF. CONTACT
q) WI?ERE poNER LINES ARE IN THE SP ONS ANI) A. THE OWNER
RO��"
THE POWIP COMPANY FOR NOTR UN ON .CFS SAME 4• LJNiw THE
VAL
S} TELE OPERATOR SHOULD NOT RUN TWO RFF]S
VELOMT WOULD EXCEED THE REM 4- LINE ERVINGJI!- THE SECOND A ON
SHOULD BE OPERATED ON A SEPARATE
4• LINE SERVING A Dt STT ��' ON
THE FARM.
THIS AREA OF WOODS
TO BE CLEARED AND
'WOODS PREPARED FOR CROPS
aP�N CARO
� f
• ES / ' ,4
12275
11611ut
.1�''•.!I!GfNE�' �
Prepared by: Bob Mitchell
Certified by: M- Flo d Adams P.E.
Date: JM.mry 5 1998
I I
EXISTING TREE LINE
zoN 16
mz
PROPOSED NEW TREE LINE
z
0
N
WOODS
4
1\ly
.
m
°°
d
d
Q.
�o<
'' . ^
"'
z
z
H
z
N
z
Z
w
H
THIS AREA OF WOODS
TO BE CLEARED AND
'WOODS PREPARED FOR CROPS
aP�N CARO
� f
• ES / ' ,4
12275
11611ut
.1�''•.!I!GfNE�' �
Prepared by: Bob Mitchell
Certified by: M- Flo d Adams P.E.
Date: JM.mry 5 1998

a
W
z
O
N
WOODS
WOODS
ZONE 22A
ZONE 2 T A ZONE 216
0
r
to m
w z Z z 0
N N N N
N
PAD AREA
EXISTING LAGOON
A
n
w
z
0
N
IRRIGATION DESIGN
WOODS
ZONE 228
0
m ZONE 2 1 D
Zot,FE' 21 C
FILL i ril5 oITeH. CONVERT
TO GHASS WATERIA'Ay
OR INSTALL SuBsuriFACE
DFIAMAGL TILE,
H1G141VA Y _\
EXISTING LAGOON I
1 z `
O +
4
160' 180' i 80'
1sD• a. a
N M w w
wP m w w Z o
' Z 2 N N
�o z N PROPOSED PROPOSED
N - 1
PAD LAGOON`
ZONE 16
4
r
w
4.
m
Lu
p
N
JI
1
m
z
O
IN
I
1
m
W
^I
z
w
N
z
Z
_
z
p
N
N
F
EXISTING LAGOON I
1 z `
O +
4
160' 180' i 80'
1sD• a. a
N M w w
wP m w w Z o
' Z 2 N N
�o z N PROPOSED PROPOSED
N - 1
PAD LAGOON`
ZONE 16
4
r
w
4.
m
Lu
p
N
i
O
N
w
z
0'
N ii
z
O
IN
1Bo• - T. iso, L 180'
West
Gene
SCALE: I" = 300'
LEGEND
--X— EXISTING Ii'DRANT LOCATION
— G PROPOSED HYDRANT LOCATION
O Pub ,JP LOCATION
6" pN,C NIAIN LINE
q" PVC iMAIN L INM,
p TI-IRUST B LOC KING
,4V,o,«'EI,L BUFFER
=EL—Z BUFFE
NONl) THRUST BLOCKING SHALL BE PROVIDED
AT ALL BENDS. TFES. D� ENDS
AND OTHER SPECIAL FTTETNGS WHICH REQU[AE RESTRAINING.
2) MAINLINE PIPE AND LATERAL SHALL BE 6- PVC PR 20O (SDR 21) AND 4' PVC
PR 160 (SDR :c) AND SHALL BE BUREED TD HAVE AT LEAST 3 FEET OF COVER_
SCS MAp PROVIDED BY TRE
3) THIS MAF HAS BETE PREPARED BASED OTHE N FEELn IT IS CORRECT To
OWNER AND WITH A.1F/,SURFAlEN TS TAKEN IN
THE BEST OF MY KNOWLEDGE AND BELIEF SAI I -CONTACT
T WHERE COM LINES ARE IN TH£ �R�.Sj•RIM NS$ ANDTHE OWNER
APPROVAL.
THE POWER
OPE COMPANY FOR NOCURRENT
UN ON THE SAME 4' LINE• TM
5) THE OPERATOR SHOULD NOT RUN '11V0 REELS .� ,OND R1�7-
VELDCM W:]UID EXCEED THE RECOMMENDED SUM
SHOULDB£ OPERATED ON A SEPARATE 4' LINE SkRV1NG
A DIF1�T AREA ON
THE FARM-
/ EXISTING TREE LINE
°p PROPOSED NEW TREE UNt
z
O
N
WOODS
N /� N ' N
TMS ,AREA OF WOODS
TO BE CLEARED AND
WOODS pREPARED FOR CROPS
`-- �•�tti,t 'txtl•lr�f
CA ROC
O ES / i -5 -a -v L
12273 ?
�OYD A ��•`
pared by: gob Mitchell
Certifier) by: M. Flo d Adams P.E.
Date: January 5 1998 �

F-�
N _ N

i
I
1

35' 17
35' 12 34'
Soil Map—Sampson County, North Caroldna
M9p 8cele- 1:12,50011 printed on A elze (8.6'x 11" ) shoot
fn
N Melers
0 150 300 aD0 900
reet
0 500 t;ooa 2,000 3.000
1.1.41)>t Natural Resources
;ii" Conservation Service
Web Soil Survey
Nallonal Cooperative Sall Survey
11/3012011
Page 1 of 3
KivikYk3
aY 11 3,..

f *aMpson County FSA
Farm 1 300 Tract 9038
Wetland Deternt ination Identifisra DltelalII Warlann Irlsnllfle, s do not represent Iha stns, sldapn. —
Restricted Use or spocttic dItallrtltlallon Who area Wei to your odglnal
LiolledRestrietlwts derelntlnalIonICPA-fr'Gowlolrachedlaapslforexactwallaso ACrF-s Crop
Uourtdartes and det.rnrinaldans. or contact NRCS. - - --
Ea.m at front Conw"olion Con, dance Provlslons
,, 1 3.16
3.71
N
,� �• yak i 4 25.83
r r •
•1 z �
, 1
„iirr �' hl1. •44j p
'Ir "A � ! � • Y
1
hI ��
h. l 1•G - 11 L .a l�'.
o
;MOO
Ma Total Cropland Acres
35.8
RB

4ampson County FSA
Farm 14300 Tract 9039
Wetland Determination Identifiers
JOROSIflewlUsa
Limited Reifilctlann
EX811118 110111 C011341vation Camolinh—
Dftckllnior:Walland IdenlMoos cla n "I iaintleni rise sizo. Shape.
of specific doWminellon of ilia nro. Rarer toyoworiginal
defeir"Infiflan jCPA-026 anti atlaclI foi Oxad welland Les
boundailas and detetni1nalions, or conlad Nflcs.
Total Cropland Acres
9.8

Sampson County FSA :tlandDaterminationlderttiftera Rlaclalmer:Wellendldentlersdonot raprasent''a' a,ahepo, A��� Cr
Raekdclsdlbe orspectflcdetarminallonofthearae. RarerIoyourorlgInal
//�� dd yip y dolannlnetlon(CPA•a7Cand ettechadmapt) for exactwalfand
Fa�"i11 V7V� Tract a7"!Q/ umuadRealticllons bounderlasend delorminallons.orcontaclMRCS,
Exempt from Conaorvntlon Compliance Provtalons
1 126
.�c• � „�} SSM t
IITf�fp}�,�'+
.. ,�"rfl!"vLL�✓t�l�i,It�I ��� .r�_: �+.'�1/�w�r�,
j3 20.1
4 9.2
9 7.2
Total Cropland Acres
` 9.2

aiit 5011 Q1111t FSA Wetlnnci Determination iclQtzfiflers DISC lapaeI: Wel land Identifiers da not Iopresenl the Sete. shape
ResUloleil t,f�e or speclnc ddannlnallmn oflhe wren. Rofe[ to your odpinal r w
?�"iY.' Acres Cro
datoran6natlan (CPA -026 and allached naapsl for exact wallanclUnillod
Farm 9332 Tract '10358 EKemp from lcllom
_ arrwru�r
lfOUMIafl®i and dolernllnallons of conlad MRCS,
E,Fem�l h on c.on�orvallan Cant )llance Provisions _ I�yy y �^ 4
2 1 13.72
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VIP
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Total Cropland Acres
i 355.4

Sampson County FSA �tlandDetermination Identifiers 9lsclaaner:WellandldenNtlersdonotrepresent the.
estz$hope.
ftenhlcted Vse of specific determination or the area. Rehr to your orlolnal
Lim hoddote rminalloo4CPA-026andaltochedntapstroraxact wetland A.Cres Crop EL P
Farm 12297 Tract 3488 Exempt front
rCon101 s . boundaries and dotermlhatlone, or contact MRCS.
Exempt ham Conservation Com Hance Provisions
11 14-951
;X
4w ii
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1
1
o 6o.0 goo 1
p for FSA purpas Total Cropland Acres
z 20.3