820212_CORRESPONDENCE_20171231

NUH I H LAHULINA
Department of Environmental Qual
9)

Waste Utilization Plan
Producer: Zack McCullen III County: Sampson
Name of Farm: Z McCullen Farms, LLC
Location: 1058 Wynn Rd.
Clinton NC 29328
Phone: [phone]
Type of Operation: Feed -Finish
Number of Animal: 5280
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year: 10032 ton/year
Amount of plant available N (PAN) produced/year: _ 12144 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
RECEIVED
JUN 2 2 2011
DENR—FAYETTEVILLE REGIONAL OFFICE

Z McCullen Farms, LLC
Page 2
could allow additional waste to be applied. Provisions shall be made for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production. This
waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN 15 BASED ON THE FOLLOWING:
Tract No.
Field No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
13921
1A
OrA
CB-P
4.7
50
1.72
405
MAR-OCT
235
13921
1A
OrA
SG-P
1.0
50
1.72
86
OCT-MAR
50
13921
1B
OrA
CB-P
4.7
50
4.77
1121
MAR-OCT
235
13921
113
OrA
SG-P
1.0
50
4.77
239
OCT-MAR
50
13921
2
OrA
CB-P
4.7
50
4.61
1083
MAR-OCT
235
13921
2
OrA
SG-P
1.0
50
4.61
231
OCT-MAR
50
13921
3
OrA
CB-P
4.7
50
4.12
968
MAR-OCT
235
13921
3
OrA
SG-P
1.0
50
4.12
206
OCT-MAR
50
13921
4
OrA
CB-P
4.7
50
2.93
688
MAR-OCT
235
13921
4
OrA
SG-P
1.0
50
2.93
147
OCT-MAR
50
13921
5
NoA
CB-P
4.6
50
3.12
718
MAR-OCT
230
13921
5
NoA
SG-P
1.0
50
3.12
156
OCT-MAR
50
13921
6
NoA
CB-P
4.6
50
3.74
860
MAR-OCT
230
13921
6
NoA
SG-P
1.0
50
3.74
187
OCT-MAR
50
13921
7
NoA
CB-P
4.6
50
4.78
1099
MAR-OCT
230
13921
7
NoA
SG-P
1.0
50
4.78
239
OCT-MAR
50
13921
8
NoA
CB-P
4.6
50
4.55
1047
MAR-OCT
230
13921
8
NoA
SG-P
1.0
50
4.55
228
OCT-MAR
50
13921
9
NoA
CB-P
4.6
50
4.34
998
MAR-OCT
230
13921
9
NaA
SG-P
1.0
50
4.34
217
OCT-MAR
50
13921
10
NoA
CB-P
4.6
50
5.19
1194
MAR-OCT
230
13921
10
NoA
SG-P
1.0
50
5.19
260
OCT-MAR
50
13921
11
NoA
CB-P
4.6
50
2.30
529
MAR-OCT
230
13921
11
NOA
SG-P
1.0
50
2.30
115
OCT-MAR
50
13921
12B
OrA
CB-P
4.7
50
1.91
449
MAR-OCT
235
13921
12B
OrA
SG-P
1.0
50
1.91
96
OCT-MAR
50
13921
12C
OrA
CB-P
4.7
50
2.45
576
MAR-OCT
235
13921
12C
OrA
SG-P
1.0
50
2.45
123
OCT-MAR
50
13921
15A
Ra
CB-P
3.4
50
1.93
328
MAR-OCT
170
13921
15A
Ra
SG-P
1.0
50
1.93
97
OCT-MAR
50
13921
15B
Ra
CB-P
3.4
50
2.72
462
MAR-OCT
170
13921
15B
Ra
SG-P
1.0
50
2.72
136
OCT-MAR
50
13921
16A
Ra
CB-P
3.4
50
2.53
430
MAR-OCT
170
13921
16A
Ra
SG-P
1.0
50
2.53
127
OCT-MAR
50
13921
16B
Ra
CB-P
3.4
50
0.91
155
MAR-OCT
170
13921
16B
Ra
SG-P
1.0
50
0.91
46
OCT-MAR
50
13921
17
OrA
CB-P
4.7
50
2.50
588
MAR-OCT
235
13921
17
OrA
__SG-P
1.0
50
2.50
12SI
OCT-MAR
50
Total 61.11 16753 lbs.
Available Nitrogen 12144 lbs.
Surplus or deficit -4609 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.

Z McCullen Farms, LLC 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 1901 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 9504 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 32
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 75
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

Z McCullen Farms, LLC
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.
Field No.
Soil Type
Crop
Code
Applic_
Rate(in/hr)
Applic.
Amount
1A
OrA
CB-P
0.5
1.0
1A
OrA
SG-P
0.5
1.0
1B
OrA
CB-P
0.5
1.0
16
OrA
SG-P
0.5
1.0
2
OrA
CB-P
0.5
1.0
2
OrA
SG-P
0.5
1.0
3
OrA
CB-P
0.5
1.0
3
OrA
SG-P
05
1.0
4
OrA
CB-P
0.5
1.0
4
OrA
SG-P
0.5
1.0
5
NoA
CB-P
0.5
1.0
5
NoA
SG-P
0.5
1.0
6
NoA
CB-P
0.5
1.0
6
NoA
SG-P
0.5
1.0
7
NoA
CB-P
0.5
1.0
7
NoA
SG-P
0.5
1.0
8
NoA
CB-P
0.5
1.0
8
NoA
SG-P
0.5
1.0
9
NoA
CB-P
0.5
1.0
9
NoA
SG-P
0.5
1.0
10
NoA
CB-P
0.5
1.0
10
NoA
SG-P
0.5
1.0
11
NoA
CB-P
0.5
1.0
11
NoA
SG-P
0.5
1.0
12B
OrA
CB-P
0.5
1.0
12B
OrA
SG-P
0.5
1.0
12C
OrA
CB-P
0.5
1.0
12C
OrA
SG-P
0.5
1.0
15A
Ra
CB-P
0.5
1.0
15A
Ra
SG-P
0.5
1.0
15B
Ra
CB-P
0.5
1.0
15B
Ra
SG-P
0.5
1-0
16A
Ra
CB-P
0.5
1.0
16A
Ra
SG-P
0.5
1.0
16B
Ra
CB-P
0.5
1.0
16B
Ra
0.5
1.0
17
OrA#kSG-P
0.5
1.0
17
OrASG-P
0.5
1.0

Z McCullen Farms, LLC
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

Z McCullen Farms, LLC Page b
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.
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.
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.
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).

Z McCullen Farms, LLC Page 7
REQUIRED SPECIFICATIONS
(continued)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned
by he landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
17. A protective cover of appropriate vegtation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc_,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidences of
erosion, leakage or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illigal discharge, pollution and erosion.
19. Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetation and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre -plant with no further applications of animal waste
during the crop season.
21. Highly visible markers shall be installed to mark the top and the bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons_ Pumping shall be
managed to maintain the liquid level between the markers. A 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. Z McCullen Farms, LLC
Owner/Manager Agreement Zack McCullen III
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 Zack McCullen Ili
Signature:
Name of Manager (If different from owner)
Signature:
Name of Person Preparing Plan: G_ Glenn Clifton
Affiliation: Prestage Farms, Inc. Phone: 930-596-S749
Address: P.O. Box 438
Clinton, NC 28329
Signature: ' . &C-1 1
Date: ('- ) D-- / r
Date:
Date: 1" it

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A74,'&`A'v
NCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Govemor
Zack McCullen III
Zack McCullen Farms LLC
1058 Wynn Road
Clinton, NC 28328
Dear Zack McCullen III:
Director
May 15, 2009
r�ljid&D
MAY 18 206 F
ow-rAYEMLLE
Subject: Additional Information Request
Application No. AWS820212
Zack McCullen Farms LLC
Sampson County
The Animal Feeding Operation Unit of Division of Water Quality's Aquifer Protection Section has completed a
preliminary review of your renewal permit application package. Additional information is required before we may
continue our review. Please address the following item(s) within 30 (thirty) days of receipt of this letter:
Missing Waste Utilization Plan:
You were requested to submit two copies of your facility's waste utilization plan (WUP or, nutrient
management plan, NMP) that include information on the number and type of animals, amount of waste
produced, crop types, and fields along with technical specialist and owner signatures. Our records show
portion of waste plan listing animal numbers and waste„produced is missing in your permit package.
Please reference the subject application number when providing the requested information. All revised and/or
additional documentation shall be signed, sealed and dated, with two (2) copies submitted to my attention at the
address below. Please note that failure to provide this additional information on or before the above requested date
may result in your application being returned as incomplete.
Please be aware that you are responsible for meeting all requirements set forth in North Carolina rules and
regulations. Any oversights that occurred in the review of the subject application package are still the responsibility
of the applicant. In addition, any omissions made in responding to the above items shall result in future requests for
additional information.
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 regarding this letter, please feel free to contact me at [phone]
Sincerely,
J. R. J -
Animal Feed' g Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
Sampson County Soil and Water Conservation District
APS Files- AWS820212
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
lntemet: www.ncwatergpal .ora location: 2728 Capital Boulevard Raleigh, NC 27604
An Equal oppmtunitylAtfirmative Action Employer— 50% Recyctedll0% Post Consumer Paper
Telephone: [phone]
Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

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Farm Name: Pope Bros. Farm, Inc.
Facility No.: 82-212
North Carolina Cooperative Extension'Service
RECEIVED
I AR 2 5 2009
DERR-FAYEiiE1+flLE REGIONAL OFRGE
Subject: Correction to Wettable Acre/WUP
Tech. Spec.: Danny Bailey
Find the following:
College of Agricuftora and tits Sciences
9 .
®�
iced
(1) Map with field code 12A deleted due to well buffer. Corrected acres on fields coded
4and 5.
(2) Revised WUP due to field code 12A being deleted and acres corrected on fields
coded 4 and 5.
¢ Owner Signa Te pec. Signatur
f—/—`'L/
Date
Date
RECEIVED / DENR I DWQ
AQUJFFR'PPnTFf..TION SECTION
MAR 16 2009
Employment and program opportunities are offered to all people regardless of nice, color, national origin, sex age, or disability.
North Carolina State University, North Carolina A&T State University, U.S. Department of Agriculture, and local governments cooperating.

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ilkT • 1: .• j
\ •G. '. •i 'k .-3��'' :•AIL' I: .s.. f.:}�+. r� •� �,ti d is
SY.. `^-:, �•. ��� .jf 'y/'.. • 40T L.S. _ Y•.r, n• ,•,�• / 4�
1 Jy� ���p'• y��:1#. _ .� r � nti - �,`'R�.1�•-.��. •j : i. . I .c - VV • .. 1
i
. *i a n �- , f ,� i � •7 � '?J ,: � J� is � 'i

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
Ac:J•L 2yZ
.i:
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LDS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
---
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
20-25
Pi''
OrA
BP
4.7
235
0
ifas
I
/ . 72 Y'
MAR - OCT
20-25
k
e,6
I-1A
I IG
11 I50
lO
1
/,72_� 1 AY
20-25
10,
OrA
BP
4.7 1235
0
w !/2/
I
4.1 77� MAR-OCT
20-25
1B
SG
1
239
151)
11,
SEP-MAY
20-25
2;-i
OrA
BP
4.7
0
l o 6 4
1235
L i5r MAR - OCT
20-25
SG
1
0
1-2
1
I
150
1
14".�3/
GAS/ SEP-MAY
20-25
3--�
OrA
BP
4.7
0
�j68
1235
.�� MAR-OCT
20-25
`3
SG
1
50
D
2 a(o
I
SEP-MAY
20-25
4':,`
OrA
BP
4.7
I
1235,0
MAR-OCT
20-25
SG
1
1-4
1
I
150
lo
SEP-MAY
20-25
5
NOA
BP
4.6
0
7?-7
I
1230
1
MAR-OCT
3_i/
20-25
'S
SG
1
0
% 5
I
150
SEA' - MAY
3.1, 7
20-25
5;:
NoA
BP
4.6
0
860
I
1230
3.738 MAR--OCT
20-25
-
SG
1
50
0
. / S7
1-6
_
I
3.738 L1SEP-MAY

ANIMAL WASTE UTILIZATION PLAN
20-25
�7:r
NoA
BP
4.6
230
7713I
MAR OCT
x
20-25
SG
1
0
1-7
1
I
1
150
778
SEP-MAY
20-25
8''.x
NoA
BP
4.5
230
0
I
MAR-OCT
20-25
SG
1
50
0
228
1-8
I,
�"�
SEP-MAY
20-25
9;;
NoA
BP
4.6
0
y98
1230
1
MAR-OCT
20-25
" 9
SG
1
0
' 2.17
13�7
150
SEP-MAY
20-25
lr0
NaA
BP
4.6
0
/ 1 `33
I
1230
j. /B8
MAR-OCT
20-25
"l0
SG
1
0
ZS1
I
150
SEP-MAY
20-25
rl41"
NaA
C/SB
110
117.7 0
98
135
I I
I
I
MAR -JUN
20-25
11
WA
1
0
�,�9g�
115
1
I
1100
SEP-APR
20-25
11
NoA
SBDC
33.0
0
�.�i10 /SZ
I
1132
JUN-AUG
20-25
114
OrA
BP
4.7
235
S87
I
lo
.2.�gb
MAR-OCT
20-25
-17
SG
1
50
0
/ zS
I
SEP-MAY
20-25
20-25
C•
END
I
_dc;r*toGEA/ iPE�4:!CEt� /L-yag

CERTIFIED ANIMAL WASTE MANAGEMENT PLAN
WETTABLE ACRES WORKSHEET
Farm Name: _ ��'� vs ; : Rx k-- - ,✓ C . Facility Number:
Manager or Producer 70 r 0 7-Ay &!'O Phone # /e .�f z Sow
Technical Specialist:-��.U.v� A� e' % _ Phone # ff o ) -�—f z — 71 t- /
Facility Contact: d E tr j1 ,f Y cow Phone # (2 2 - Sg� y
Mailing Address: _ Sysa G9•� /•rr N�--'1'
Was farm sited for animals prior to 10/l/95: / No
If No, date farm sited for animals:
Irrigation System Type
(Check all that apply)
Stationary sprinkler with permanent pipe
Stationary sprinkler with portable pipe
Stationary gun with permanent pipe
Stationary gun with portable pipe
Center -pivot system
Linear -move system
—ose drag traveler
Acres calculated should correspond to that shown in the Waste Utilization Plan and
Form IRR 2.
To the best of my knowledge, this worksheet(s) and map(s) provides an accurate
representation of the system used to irrigate the animal waste generated by this operation.
n l/ d/Date
/
I

f 2- - Z ji jit-
I
1. Make and model number
2. -Hose length and hose inside diameter (ID) 716 J_
3. Gun make and model number Wall-Vi .f0
4. Gun nozzle size /. / B inch, r ring orifice, taper bare orifice.
(May need to measure nozzle diameter.)
5. Hydrant spacing 14oZzlc, feet. Indicate whether uniform, random.
Number of exterio hydrants . _ y Number of interior hydrants / a
6. Operating pressure at hose reel _ psi. -
observed at working gauge, provided by owner.
7. Gun wetted diameter v a feet.
measured, —based on gun chart.
8. Gun pressure _75 psi.
observed at working gauge, based on calculations (show calculations),
determined from gun charts. 'Z Y'0 6 Pis+
* *9. Supply line size inch (from pump to last hydrant).
* * 10. Supply line length feet (maximum pumping distance)_
** 11. Supply line type PVC, aluminum.
* * 12. Pump make and model number
** 13. Pump capacity, rpm.
* * 14. Engine make and model number , or
* * 15. Electric motor horsepower and rpm hp rpm
Nuk: It is strongly recommended that operating pressure at the reel and gun wetted
diameter be field determined.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart for
each travel lane and show distance traveled. Also indicate the normal arc angle of the gun for
each pull through a field. Show the location of the supply line. irrigated acres will be
determined by travel lane
** Optional data, fumish where possible.
*** Information furnished by
- 41�
aj-4"
Si of Owner or Faci Representative
l'o�C t= •'iSw--.y�
Printed Name of Owner or Facility Representative
Date�-
andl
Sign of Technical Spe t
Printed name of Technical Specialist
Date .�a°--- .,/ 0 2__
*** Only the person or persons collecting the data should sign the data sheet.

C;AWAR NVE•1-I'AULL: AC RU COMPUTATIONAL NVORKSIIEI;'I'
1. Farm Number (Identification) _ z / 2— field Number (Identification)
2. Irrigation System Dcsigrraliott
3. 'type of Irrigation System
E,risting Irrigation System
New / L+"spnnded Irrigation System
Stationary Sprinkler/i;tr
Center Pivot
4. Number of Stationary Sprinklers If Interior sprinklers
Number ofTravel Lanes 1 H Inte+iur Lanes - -
I laid-1 (use Traveler
Linear-ntuve System
# Exterior sprinklers
# EMet iur Lanes
5. Wetted Diameter 3o a (feet] From Geld data sheet VO Lenglit of bull (feet)
G. Spacing Lateral / Hydrant Spacing [feet] ias lacrcentage arwetted diruncteri
Sprinkler spacing along lateral [feet] {as percentage of wetted diameter j
7. Sprinkler or hydrant layout Multiple Laterals/l lydrants
Single Laleral/llydrant Excessively spaced bprinklers/llydrants
S. tread sloe irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate labale
and colunut based on pattern, spacing, and slirinkler/Havel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from 'fable Column
Acres per Exterior sprinkler from 'fable Colu:tun
Traveler: Ltterior Hydraul (travel lane)
(a) Acres start end of pull from Table _ �Ultjnln
(b) Acres middle portion of pull
(full Length 'Feet] X Wetted Width . [fee111 1 43,50(;
(c) Acres stub crtd of bull front 'Table Column
'I'ulnf acres for Interior pull (Suns: a -t b + c)
Traveler: Exterior Uydrant ((ravel [one)
z V `f (a) Acres start end or pull frum •TnbleEf 0 r Column 3
f,G /. szgo- (b) Acres middle portion or pull
,37'4 (full Lenglll yyo lfeetI X Wetted Withln /iL 11'eel1)143,5bU
(c) Acres stop end of pull 111U111 'Table � Culurnat
1� G e L7A c{ Total acres for Extensor pull (Sure: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklei s (it littlls
of each category in the Geld. Sutn all ortltese and this is lite total irrigated acreage ror the Heist.
(a) Acres per Interior Sprinkler or full X # Sprinklers or fulls — Acres
(b) Acres per Exterior Spriatkier or full X N Spt ianklers or fulls = Ace es
/.72-44 T utai Wettable Acre for field (Suer: 9a + 9b)
Wettable Auc Computational Worksheet Completed by; Dote: _

LA11`MV VVLA-I'ADLE ACRE COMPUTATIONAL ORKS111%.l.
1. Farm Number (Identification) �Z L — Z 1 2- field Number (Iderrtilication)
2. Irrigation System Designation Existing Irrigation System
New / Esprnnded Irrigation Systerrr
3. Type of litigation Systeui
4. Number of Stationary Sprinklers
Number of Travel Lanes T
Stationary SprinkierfaKn ilard-lltrse'Travelcr
Center Pivot Liucar-nruve System
11 Interior sprinklers
M lntet iur Lams
0 Exterior sprinklers
ff Lxtet iur Lanscs
5. Wetted Diameter 30 `' Jrcetj Frorrr field data street 570P Length of pull ifeet j
G. Spacing r2 p [ Lateral I Hydrant Spacing ifeet} _6 7 {as percentage of wet led dirimulcrI
Sprinkler spacing along lateral Ifeel) [as percculage of wciled dianactct I
7. Sprittklcr or Hydratit Layout Multiple Lalerals/l lydtauts
Single Lateral/ilydrant Excessively spaced 4prinklcrs/Ilydrauls
B. Read [lie irrigated area per sprinkler/travel pull fur the given wetted dianrcler ['ruin lire apprupriate tabale
mid culunut basal on pattern, spacing, and sprinkler/lsavel lame location.
Staliutrary Sprinklers
Acres per Interior sprinkler from 'fable Column
Acres per Exterior sprinkler Guru Table Colunrur
'traveler: Interior Hydratitt (travel lane)
6 Z (a) Acres start end of pull from TableC_ -TI-I S'�'ulunur /
Is-2— (b) Acres middle putlion of pull
(full Length 7c;v 11cetj X Wetted Wid1hr 2o./ Ifeell) / 41,5(:I)
(e) Acres slulr cue[ of ptal1 Bunt 'fable Cultiatnrt _
,�.77Z-1'ulrnl acres fur Interior pull (Stan: a + b + c}
Traveler: Exteriur llydrant (travel Intte)
(a) Acres start end of pull liusrt Table Colurun
(b) Acres middle put lion of pull
[full Leugllr [['Ceti X Wcuetl Width
(c) Acres stop end of bull auto Table Culunur
'total acres for Exterior pull (Suer: a 4- b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or lravel pull by lite number of slarinklcrs tit pails
of etch category in the field. Suun all of these and this is the total irrigated acteage for the field_
(a) Acres per Interior Sprinkler or full X H Sprinklers or bulls = _ Acres
(b) Acres per Exterior Sprinkler or full X I1 Sptinklets ur Hulls = Act es
.772- Tutal Wettable Acre for field (Smut: 9a + yb)
Wettable Acrc Computational Workslreet Completed by: _�g,c, % ;K ; L t t� Vane:

CAWAll' WETVAULL AC RE Coal VU•IATIONAL WUItt(Sll LA'
1. Farm Number (Identification) ,f Z �1 � ,� field Number (Identification) _ �:"2— T'
Z. Irrigation System Designatiot .
3. 'l-ypc of Irrigation System
Exisling Irrigation System
NeEv / Etipanded IriigntiorE SyslenE
Stationary Sprinkler/6tr •1laid-lluse'I'iaveleE
Center Pivot Linear-niuve System
4. Number of Stalionary Sprinklers H interior slirbiklers 0 Exleriur sprinklers
Number of Travel Lanes r �/ � H Inteliur Larres _ � L:xien ivr Lanes
5. Wetted Diameter v o (feel) from field data slrect -s v Length of mull lfeet J
G. Simci ng Lateral / Hydrant. Spacing [feeQ (/ las lmmitage of welled diainulci I
Sprinkler spacing alwig lateral [fee(] (as percentage of welled diameleE i
7. Sprinkler or Hydrant Layout f Multiple Lalerals/I lydrants
Single Lateral/Hydrant Excessively spaced SpshMers/llydi mils
g. head the irrigated area per sprinkler/travel pull fur the given wetted diameter frorn the apprupliate tabale
sod culurrur based or pattem, spacing, and spi-irikler/liavel lace location.
Slatiunary Sprinklers
Acres per Interior sprinkler flour Table Column
Acres per Exterior sprinkler from 'fable Coluoui
Traveler. Interior Uydraut (travel roue)
. s8 (a) Acres start end of pull Crum i inblc� �b� �'UIUFE1rF 1-3
Yo 5FI (b) Acres middle portion or pull
(full LenglhffJ--> //'bell X Welled Widdi, (feed) 143,5[itl
(c) Acres step end or pull fi on Table Culcnnu ---------
Total ncres for Interior pull (Sung: a A- b + c)
Ti-daveler: Exterior Uydrnul (travel lane)
(a) Acres start end urpull liurn TROIe Column
(b) Acres middle put tion of pull r-
(Pull Length 11' ell X Weli d Wicllh (feel))/ 43, (vU
(c) Acres slop end or pull from 'fable Culumu
Total acres for Exterior hull (Suer, a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler ut travel pull by the number of spiinkleis m Ijulls
of cach category in the field. Surrn all urtiEese and this is the total irrigated acreage for the field.
(a) Acres per Interior SltriFnkler or Pull X II SpriiikleFs or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X N Sim inklers or !lulls s Av es
'Fula! Wettable Acre for field (Sum: Sala + 9b)
Wc[[abic Acrc Coruputalional Workslrect Cotupleted by: ,fA, f R ; t Y Dale;

1�r111 i11I' 1YL'1't.hijLi; ACRE l;Ui1lt'U i'r� I'IV1VAi,1VVi[tZSItG[;'i'
1. Darin Number (Identification) L r Z / Y field Number (Identification)
2. Irrigation System Designatiort � Eaistiug lrrigntiosl System
New 1 Expaiided Irrigntion System
3. Type, of irrigation Sysletii Stationary Sprinkler/64f ll8rtl-1 losC i l aVClCi"
Center Pivot Linear -move System
4. Number of Slatioitary Sprinklers 11 Interior sprinklers
Number of Travel Lanes / y 1! interior Lanes
0 Exterior swinklers
N Extedur Lanes
5. Wetted Diameter 30.2 [feel] Frotu field data sheet QZ ? Lengih of pull )feet)
G. Spacing / `7 Lateral / Hydrant Spacing [feel] lhs percentage of wedeln dilumlet
Sprinkler spacing along lateral [feet] jas percentage of iveiled diatucler I
7. SpruMer or Hydrant Layout Multiple Lalerals/l iydranls
Single Lateraftlydrant Excessively spaced Sprinklersll lydi ants
8. head Ilse irrigated area per sprirkJer/travel pull for the given wetted dianntelcr ftonn the appruptiate tabaie
and colunui based of pattern, spacing, and spiinkler/lnavel lame lucaliun.
Statiou:iry Sprinlders
Acres per Interior sprinkler front Table _ Golunin
Acres per Exterior sprinkler from 'fable Coiunul
Traveler. l,utcrier llydraut (travel mite)
.513 (a) Acres start end of pull ii-oni
I abicc� �� r;ul,nsrt, 13
3.5YI (b) Acres middle potion of pull
-�
(full LcnglhP2-i--lfcc1]
X Wetted Witlllr /,F 7
(feel)) 143,5110
(c) Acres stop elld of pull Eton
'1 atlle
colt111111
i2 / Total acres fur Inter•iur pull (Suer, n +
b + c)
_ ry
Traveler: Exterior llydraut (travel lame)
(a) Acres start end of pull ii ons
'Fatale
Co11rr1111
(b) Acres muddle portion of pull
_ _
(full Length_ Ifeet ]
X Welled Width
43,56U
(c) Acres stop end of pull Gum
"I'alale
Cuitunll
Total acres For Exterior pull (Sum: a
+ b + c)
_
9. Multiply the tabulated irrigated acreage value per sprinkler on travel pull by (lie number of spiinkicrs w hulls
of cacti category in the field. Sum all of these and 111is is [lie total irrigated acreage for the field -
(a) Acres per Interior Sprinkler or full X fi Sininkiers or fulls — Awes
(b) Acres per Exterior Sprinkler or Pull X N Sp inklers yr fulls — Moe%
/2 Total Wettable Acre for field (Suut: 9a + 9b)
Wettable Acre Computational Workshect Completed by:. c Y Date:

�/:11'11kI, 11,L,y1','\IJLIS AA- IU, COkII'U-I"'1-1 IuNAI, 1vuItl;;iIIi-,E
]. ] :;r1;1 ] ]vtrtlJt t (lticnliIi iiun} .2 - ;t J l i�ld tatlt,tll�l (1t1�11filitntiun} �_`�` _ .
t. J11i1;:1tiwt :iysl;:llt llc:,il;ltaliun �� i:xisfit;i, Iotil�lttit�ll ;;p;lc;1;
I`ictis I !:xpitotlttl h 6plil►n ";}Neill
I Tyltt:UrIltigaliull Systcltl ;Ilttiutut.l�;;lttiltiit(%.� — � ll�;tl-Ih1st:'1t7vGlc;
Ank I'ivui Liltt;al ttutvt :;y.Inn
'l. NulnLcr Ul �t�IliU11511]' �lttiul lcr i! f111t lint �lltittl ltl. -- 11 i.,r.lrliill set:inl:l� Iz
Hun bur Uf. lrilvcl Lnilcs / _ !! iulttitn 1..ltncs II 1;Klt1411
:. Wuntd iliaulcicr r8a .11i;cl) Eileen fiche datt( sllcul `fi ��j 2 Jrl.cnt,ll! UE pull IIV.0I
6, Spo inn -I 91 Lniclallliycl:alai Slt:tc:iltf; Ilccl) —� a _ �:tt],>tscttiaper;l„�t:tl��l�lia;ull�;j
ilttiltUM"Sflacitt6 alutig 1111clnl [FnI] _ _ l t.*. Itt lcclti�g; u! ,v%U.11 tiia;uttel
-1. Sltrillklcr or Ilydrani Lnyuui �l,Au1liltic l,alclltls111.yil:Hues
1181C Lalcla111lydInat ly(I1s1111n
1�. Mad 111G Ilrig-aled arca per SIiIIl11'L1CIthavtl pull l-ul the gins tv utd (linttl=tbn liullt ll(c nl;ltlul,,ialr. 111b;1ir
wind PUWIWI based Un ltauckiI, apadnlg, anti rllliltftlellt;avtl lark ittL'.11tOL
�l:(t(uu:as-�• �]ltt'311ltiCi3
Acres pr-r lnl1 iiur xluiul:lcl Iium Tnitic�_ I:UI(Illut— —
I urea ircr J,. stcliur qm AS Nunl 'Rabic _ LUluattl -_ _T
1't:tvs lcl ; Intcriur llydrnul Ornvci inlet) . 6 2-(n) Atics slusI mid t Fpull 1iuni i.1111cC�_b ..illlllllll
.2.3a� Iti) htutc; tuiddIr, Itulliun of hell -
l;:k'tlll l,cngllt'Vr�� tt) !t ll C111:(111'ldll�g
(t) At;; us s1u]1 curl ul'tlt;ll li,lr;t 1 )]u1s11i
jubii acrrs IN InItriur pull (Suite: n 1 1) t t
lAvOcr: Exlcriur IIyjrune (lrris•cl milt)
(n) At:t cs ;Intl rand u!• 1n111 li unt l nitlr. CIIIIInul
(11) hui es ltliddic.. 11u1lion Ul' gruel
(1'11l1_ lit,�w•tll %Yilill- 1.01)l'I I thil
--
Aukcs $lull hire U1 hull 11M11 1e11t1t t:ultutlt,
'i ut1t1 IlCrts fur Exlr.riur Indl 3ujw, n 1 It 1 c) - -
`}. iviullijily t1(c iabimad illii led a aa%c vMIIC lick C131llti:lc3 ul h nud Ilull ell' At nutnll;:.( lIsl,li;sr:it•,- "; PC--,
urt;:d, talcl;uty a o, iil:ld- Guin all urthesu ante this is the total i(tjawd ns: aTa kn fi,c lickl-
raj /acres per 1„ m6r Spiia,}_ter Or Poll X I1 uc Tula; — A&.+
(u� /Irrscs per ExICriur S1ui4irr vc Pull X 11 ;) ini,1l_=s ur t'ulis
/.2 �i t3i:ll 1''CtialllC ��iL7''� ful- ficId +
tj5't;11:avic i.U1lfltlti�d by:

c + r �i11L1; pit 1lLr 1-1-4 1 It)N LI, YV1,Hll;_5111,!',l
1. I.-M, r Nu111bct (1c3ci11ili;.aiiun) — 1''ic111 Hutssllc: (ldcnfil•1es11iull)
:?. Jrrit;aliufl:i}'s1c111UcsiUilnlizln � EXISE3l11,lilittrltiol),;y,le1li
l�lcltif l;1�1,n1itictl ltiil;nlitlfi;y}'S1r1,1
�. 'ipl,t;urllli};;1liUll�}=slcni ;;111kitlulu}';;111i1lltlt;l/�4.+ � 11a1t1-131,zz:-f+;tvt:l[:,
UnItm Pivut l,incal-11mvt:;;y,ftn1
�l. NuinbtrofSililitin;i y Einini:lcl:, llliclim gl1illHc1-. 11 l:r.lrliur nplilll:iriz
l�ltlnlbt:r U! •)_i�11YC1 Lnlic9 �� _ 11 lnit;llul 1,tu1i~:1 �! � ii l�.xkciitn l,ans•^
�. 1Altuud Dinutctcr 3 vo JICCI) 1-10111licld t}aln S1itd V-I;_ 1,clll;lllt1l11i111 jlt'Llj
Lntcl lit l l lydi aul Spacing J Fuvl j J $_ _ 4:1s 11£1 t cnfapc ul 1rs:llt it tlial,u9,
Stu ittkkra''sllacillb fi1U111; lnl cl nl �lCt l J jnS 11CILCnf 1p OF 11'i lE1'll IliZillCtt'i j
]- ;;1}l']1ll;lci' l7C l.lyt1r13Iil LnyUui Mulli111i; I.nlc1OVI1.yillmils
Single Lair;allllythmil 91111Md t.,1lliIlHcIN/1iplilaills
l;. l Rod tht Ilrl ,aletl arm per sill illUr 11lavcl hull ftn the giv'li tvt:llcd tlinllli:lr1 1i0111 ill. R1111loplialt: f1111a11'
:1lid t;ulur111111ascd Url llal1G111, Spauille, and .*.111ilildcllllavv1 hmt louilliUll.
aialitlllarT Sll1'i1111lcr�
f1_C1c9 licr 1111CIEUT S1111tikiC1 11 U111 Tnlslc �_ (,Ultlnlli —
�LT 1lCT LF.ICIiUE 5111ifj1jet l•EU31! Triblc i,ulEl+lilt —
'i'1;tvClcr: L11t:rint• llyiirntil (Ernvcl tulle} .
f8 (n) At;tcs Stull cull Urinlll lium 'I'alr3aEn a ;,.o mm /3
o?.S3 77' (b) l�ct.c:, lniiltllc }1a111iu11 {lrlttEll - -
2 y,-� (>I'tlll l,cllglli�� 'lu3j li UHU'll W,111(77V j1t•I:lj) I
(u) Ames :;lull c,itl ul-pull it,11,
3.//? '1bt1i1 :lens Iur 1.11ic1 iur 11u11 (5nt11: 11 ; ll 1 r)
I"1 nt�Lit 1: Lhltriur lly.tlrntct (lrnvvl 111iic)
{n) At;ics rslail cll[l OF111111 liUlil 1'1s11ft t:l,llilllll
(li) Avtcs nlitltflr 11+111iu11 +11 1n111
�I'ull Lcl1�111 l3t:elJ �, i,'::lltt} t1E1t1i11 _ _ jirl:ij)1 �1 l ',t,ll
fruits slug Cnd +ji'lltill I', till, 1:tltlt f.:tllnttu,
I Ucs for Exit'_lim. pill It 1 1)
9- lalullii'lly flit tabulalct} illigaled;Iulcugt; value 11c1 �11liiil:ka t11 klavcl 11111l 111E lilt nuu111Ci tlrrill illl:lr:- 1u t„ill:
ul'tat:ll t;alc1;u13' i11111c fc1d. Sum nil uFfl+cst mid iilis is flit win1 iii1goict1 n:;ic111tc I'u1 flit 3it1�3-
�n� Ac:tr.S 11rr 1111cliar SpiillMer Ur Pull. Y, ii ;;1„i„kt.,p t11 Nilk !•s
[L7� h=res ),cr L•ztc,wr Sl„inlJcr v, i'c,ii fl : pli,tl;lc=s U, 1'+111s
"i, o1a1 }1'�ltalrlc ,h�r� Tt1s iiLltl (;;tr1'.= + yL)
1fY' _1t3ulC I:,ti c C"Tuint1011Iil 1:5t1 vU111111C1^0 1.,3': T 1 lnt¢:

U�VA-ii' tYli'1-i'AIJLL ACAtk; ColvirU'l-A'i'IVNAI, NVORKSliU-3,
1. Darin Number (identification) F Z_ ` Z / field Number (Identification)
1. Irrigation System Designation Laisliug lrrigation System
New / Expanded ltrignlion System
]. Type uflrribation System Slt+tionary Sprinkler/6te Ilaid-lluse'Viaveler
Center Pivot Linear -move System
,I. Number of Stationary Sprinklers f/ hileriur sprinklers H Exledor sprinklcrs
Number of Travel Lanes �1 11 lutetiur Lanes H Exletiur Lanes
5. Wetted Diameter 3 v -f [feet] Now field data sheet $Q Q Length of pull Ifeet J
G. Spacing / 72, Lateral / Hydrant Spacing [feel) Ias percentage of waled diainetct I
Spriallder spacing along lateral (feel) (as percentage of wetted diatncici I
7. Sprinkler or flydrant Layout ---multiple Laterals/l lydranls
Single Lateral/Hydrant Excessively spaced SptinkleisIllydianls
B. Read [lie irrigated area per sprinkler/travel pull for the given welled diameter Crum (lie apltroptinte tabale
Enid culunui based on pattern, spacing, and sprinkler/ltavel lane lucaliun.
Stationary Spriulders
Acres per Interior sprinkler frum '('able Column
Acres per Exterior sprinkler from •fabie Colunui
Traveler: Interior Hydraut (travel lane) !' S (a) Acres start end of liull Muni Tabld!_ - C a i'ulttrinl !3
3 (b) Acres middle purtiun of pull
(full Lengllt $.,> i[cel) X Weltetl Widlli / 7 z— [reed) 14.1, 500
(c) Acres slop end of pull Gout Table Cultintn _
.3. 7.39 Total acres for interior pull (Stint: a 4• b + c)
1'ravelcr: l+;xleriur Hydrant (travel lane)
(a) Acres start end of pull from 1fitble _ Culunm
(b) Acres middle put tiun of pull
(full Lengllt [feel) X Welicil Witlilt [reed)/ 4,5(,U
(c) Acres slop end of pull fium "Fable Culunnt _
'total acres for Exterior pull (Surn: n + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler ut ltavel lull by (lie number of;ptinkicts cti I10is
of each category in the field. Sutra all of these and this is the total in igated act cage for (lie field.
(a) Acres per lntcrior Sprinkler or Pull X !J Sininklers or fulls = Act es
(b) Acres per Exterior Sprinkler or Cull X tf Sprinklers or fulls — Ades
3: 7�0 rutal Wettable Acre for field (Suui: 9a -+- Yb)
Wettable Acre Computational Workslreel Completed by: 22 .9,c. F r ; Y Uale:

CAVVAIV WlVTUABLE ACRE CUMI'U•1'ATIUNAL 1VURI(SIIEET
I . Farrir Number (Identification) _ _ 12. r.� L field Number (identification)
2. Irrigation System Designation
3. Type of lrrigalion System
Existing Irrigation System
New / ExIonnded Irrigation System
Stationary Sprinklcr/6tK f l tarn-t 1Cr$C ) r aVC1Cr
Center Pivot Linear -move Syslem
4. Number of Stationary Sprinklers 11€nlerior sprinklers 0 Exterior sprinklers
Number of Travel Lanes f # Interior Lanes N Lxletiur Lanes
5, Welled Diameter J00 (feetj Rom field data street v v Length of pull ifeet j
G. Spacing / 9 YC Lateral / ktydraut Spacing [Feet] (pY Isis percentage of welled dinrncicr I
Sprinkler spacing along lateral [feet] jas percetrtage of wetted dinmetcr l
7. Sprinkler or Hydrant Layout `Multiple Lalerals/l lydrants
Single Lateral/llydrant _ Excessively spaced Sprittklcrs/llydrants
8. head Ilie irrigated area per sprinkler/travel pull fur tllc given wetted diame let, from the allprupr late tame
grid cultinui based un pattern, spacing, and sprinkler/Uavel lane location.
Stationary SprinWers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Colunul
'1 raveler: Interior Hydrant (travel [site)
S$ (a) Acres start end of pull from TableEYLV i"ulunnr ,3 _
5�ov8 (b) Acres tttiddle portion of pull
(1'ull LcnglhLv.� i(cctj X Wcltcd Widthl� jrce(j) /,13,5trll
.12 (c) Acres stop end of pull f oil, i'alde �L o Colunul _ _�_
51C. 77$'I'otni acres for Interior Trull (Smir. a + It + C}
'i'ravcicr: Exterior Uydrartt (travel lame)
(a) Acres start end of pull li unl 'fable Column
(b) Acres middle put lion or pull
(l'ul€ Length _ jketj X Wotud Width [feet])/ 4.1,56(1
(c) Acres stop elid of pull ftolll l able i vlunitr _
Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel Trull by the number of sprinklers m pulls
Of cacti category iit the field. Suitt all oftlrese and this is the total irrigated acreage for llte field.
(a) Acres per Interior Sprinkler or full X 0 Sln inklers or fulls = Au cs
(b) Acres per Exterior Slidid ter or I'ull X N 5plirtklers or fulls — Ades
7 Total Wettable Acre for field (Suet: 9a + 9b)
Wettable Acre Computational Worksbect Completed by: -�P fA, K ; L �____� _ Date:

C.Ali�i1[[' WL'["['AljLi� AL1t1; LViIJI'U'I'A['IVNAI,IYU1CttSlll:�'1'
I . Farrar Number (idenlification) XZ — Z / Y Field Number (Identification)
m
2. ,irrigation System Designation
3. 'fypc of Irrigation Systeni
4. Number of Stationary Sprinklers
Number of Travel Lanes /
Existing 11rigntion System
New / Exlrauded Irrigation System
Stationary Slinkler/64,r �� llard-Hose'fraveler
Center Pivot Linear-ttu ve System
II Interior sprinklers
N lnletiur Lanes
H Exterior sprinklers
# Exterior Laitcs
5. Welted Diameter 2 C7J (feel] From field data sheet Sz 5-- Length of pull (rcetj
G. Spacing I C Lateral / Hydrant Spacing [feet] _ _6, J— lhs lacrcenlage ormued dinmetcrI
Spriidder spacing along lateral (feel} (as percentage of wetted dinurctcr l
7. Sprinkler or hydrant Layout Multiple Laterals/llydtarHs
Single Lateraftlydrant Excessively spaced Sprirdders/Ilydrattls
K. tread the irrigated area per sprinkler/travel pull fur the given wetted diameter hum (lie apprulniate tnbale
acid culuum based un pattern, spacing, and slainkfer/lravel lane location.
Statiouary Sprinklers
Acres per Interior sprinkler front Table Colunun
Acres per Exterior sprinkler rronr 'fable Column
'I: ravcler: Interior Uydraut (travel Ianc)
. Z (a) Acres start end or pull frurn Tnblc L6 'ultunrr ,z3—
3.7/ z (b) Acres middle pun lion or pull
(Pull Length lccl] X Welled Width /fiC trcetj) 14;,5trt1
. 2 2— (c) Acres stup end or pull fr um T.-Ible C:ultrrnsI
1/SS221'otnl acres for Interior Trull (Suer: n I U + t)
Traveler: Exterior hydrant ((n'aYel trade)
(a) Acres start end or pull li um "table Coluntrr
(b) Acres middle purtiun or gull
tPull Length (feet] X Wetted Width ifect1)143,560
(c) Acres slap end orpull rrum 'fable CUlumrr
Total acres for Exterior pull (Sum: n + b + c) -- -- -
9. Multiply the tabulated irrigated acreage value per sprinkler of travel pull by the number of sprinklers m I►ulis
ur each category in the field. Sutra all of these and this is the total irrigated acreage rot the field.
(a) Acres per Interior Sptinkler or full X # Sprinklers or fulls = Ac ies
(b) Acres per Exterior Sprinkler ur Pull X 9 Sprinklers or Pulls — Ac:res
±-�S�k7Total Wettable Acre ,for field (Srsun: 9a + 9b)
Wettable Acrc Computational Worksheet Completed by: Date: �_

C ANVA11' WL'FI'A1JLL ACRE C:Ut►•li't1'1'ATIUNAL NVURKSlll�X-T
I . Karon Number (ldcutificalion) Z — 2/ 2-- field Number (ldentilication)
2. Irrigation System Designation Existing lrrigntiun System
New / Expituded IrOgation Systems
J. 'I'ylte orlrrigalion system Station ,7ry Sprinkler/6tN llald-liuse'Ttavcicr
Center Pivot Linear -move System
4. Number of Stationary Sprinklers II Interior sprinklers N 11-meriur sill inklcrs
Numbcr of Travel Lanes 1. _ _ II Itttetior Lanes N ExImior Lanes
5. Wetted Diameter 3p n [reel] Mont field data sheet _9., Length of Bull ilect)
G. Spac;ing 176 Lateral / flydraut spacing (feet] Ins percentage of welled diamcici l
Spriaal4;ler spacing along lateral (feet] (as petcentage of %vetted dian4cleo l
7. Sprinkler or klydraaat Layout -------Multiple Laterals/llydtants
. Single LateraUllytlrant Excessively spaced bpiia Mms/ilythants
8. Read the irrigated area per sprinkler/travel pull for the given wetted dian4etcr front the alapropiWe labale
and culuum based on pattern, spacing, and sprinkler/have) lane location.
Stationary Sprinklers
Acres per Interior sprinkler from 'cable Colunut
Acres per Exterior sprinkler front Table Colunut
'Traveler: Interior Elydrant (travel lame)
58 (a) Acres start end of pull from 'I'ablcE_ �T ca _'ul4nsnin 13
.7. d. 7 7 (b) Acres middle put lion or pull
(full Lettglh ,�"Od ( (eel j X Welled Widlh / 70 Ikel1) 143,5ou
(c) Act es stopCnd of ltl1ll Bonn Table EL(y C U{144Fi11
337 Total acmes for Interior mull (Stint: a + b + r)
'l'rStveler: Exterior llyda•aul (travel lane)
(a) Acres start end of pull lions 'fable Columin
(b) Acres middle porliun or pull - -
(Vull Length_ (Icc1] X Wcttcd Width (fccl1)1 43,5t4)
(c) Acres stop end urpull frum 'fable Cuk4nn4
Tvin1 acres fur Exterior hull (Suitt: a + b + c)
9. Multiply lite tabulated irrigated acreage value per sprinkler sit travel pull by (lie number orsptinklc4s n4 pulls,
ureach category in tlae Geld. Sutra all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or full X H Spr inklers or fulls = Acres
(b) Acres per Exterior Sprinkler or full X N Sp4inklers or fulls Act es
�4,3.� 7- Total Wettable Acre for field (Sum: 9a + 9b)
. L=
Wettable Acre Computational WorkslaecE Cvnnpleted by: L e Uale;

CiA1V -11' IVL" `['AIfLL AC:I(L" COMI UTA TIUNAL NVURKSIlaH 'l'
I . Karat Number (Identification) � Z - % ,� 3- Field Number (ldeittilication)
1. Irrigation Syslenl Desigttatiort Exisliug lrrigntion System
New / Exionnded Irligntiull System
3. Type of Irrigation System Stationary Sprinkler/6tr Ilaid-1lose Ttavelcr
Center Pivut Linear-tnuve System]
4. Number of Stationary Sprinklers 1! Intmiur sprinklers 0 E?xtedur sp+illklers
Number of Travel Lanes � 11 lote0or Lanes / _ 0 Extedur Lanes
S. Wetted Diameter 0 v [Ceell From field data sheel � v Length of pull heel J
G. Spautib 6/ _ .? Lateral / Hydrant Spacing [feel} _�3 In.,; percentage of waled diamelcrl
Sprinkler spacing along lateral Meet] [as percentage of welted diamclei l
7. Sprinkler or Hydrant Layout MuIIiple DOcrals/l lydrants
Single Lateravilydrant Excessively spaced Sprinklers/liydtants
B. Read the irrigated area per sprinkler/travel hull for the given wetted diameter frum the appruptiate labalc
mien culunun basal an pattern, splicing, and sprinkler/Ravel lane lucaliun.
Slatiunary Spriuklen
Acres per Interior sprinkler From 'fable Column
Acres per Exterior sprinkler front 'fable Cululnnt
'1 ravcler: Interior Hydrant ((ravel lane)
(a) Acres start Ctld OF pull I'ralt Table _ _,olttttut
(b) Acres middle portion of pull
(full Length [feel) X Wetted Width. (Icel11 143,5W1
(c) Acres stop end of pull Gum Table C',olmim
Tatar acres for luterior hull (Sutra: it + b + c)
Traveler. Exterior Ilydrant (travel pant`) _
7p (a) Acres start end of pull li om 1*nb1Cz K6- Column _-3.._
Bird (b) Acres middle patliat of Bull
(full LcnglI&y (lccli X Welted Width23 o IleclI)/ 13,5oo
(c) Acres slop end of pull ft oin Table Culuntrt _
.j Total acres for Exterior pull (Sulu: n + b + c)
1). Multiply lice tabulated irrigated acreage value per sprinkler of navel pull by (lie number of sptiltklels III pulls
of each category in the field. Sun, all of these and this is the total irrigated act cage for Tile field.
(a) Awes per lnterior Sprinkler or full X 4 Sw inklets or fulls = Auses
(b) Acres per Exterior Sprinkler or Pull X N Sw inklers or Pulls - Aci cs
S. / 80 ,Flutal Wellable Acre fur Tier (Suer; 9a + yb)
Wettable: Acre Computational Workslteel Colttpleled by.. _ If /_ F { c c`Y Uale: _

C:ANYMI' 1YETUAllLl: ACKE C;DI41I'U'I.1STIONAL 1VORKSUEET
I . Marini Number (ldentilicalion) Z —Z / 2, field Number (Identification)
2. Irrigation System Designation Eaistiug Irrigation System
New / i:iLpnioded Irrigation System
3. Type oflrrigation System Stationary Sprinkler/6tf Ilaid-lloseTraveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers /I Interior sprinklers 0 Exterior sprinklers
Nuriiber of Travel Lmies �l� ff Imetior Lanes ff Exterior Lanes
5. Wetted Diameter 3V � [feet] From field data sheet Zeo Length of pull [feel]
G. Spacing / 84 Lateral / Hydrant Spacing [feel] � y ]as percentage of wetted diatnelerl
Sprinkler spacing alorig lateral [feet] [as lierecutage of wetted diatnelcr]
7. Sprinkler or hydrant Layout -'� Multiple Lalerals/llydrants
Single Lateraftlydrant Excessively spaced Sptitiklers/Ilydrarits
8. mead the irrigated area per sprinkler/travel pull fur the givert wetted diameter from the appropriate tabale
a„d culutiui based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprittkMer from 'rabic Column
Acres per Exterior sprinkler from 'rabic Colwiui
Traveler: Interior Uydra>ut (travel lane)
, Z3Z- (a) Acres start end of pull from 'fable U-Ga �'ulumrt
(b) Acres middle poi tiun of pull
• 4- • (Pull Length !Fv o [feel] X Welled Widlll ./ o_o [reed) / 43,5(yo
(c) Acres stop crud of pull fiom 'fable- Cultmin _
.?.2-98 Total acres for Interior pull (Still,: a 4- b + c)
Traveler- Exterior Hydrant (travel Iane)
(a) Acres start end of pull nor,, 'fable Colunu,
(b) Acres middle purtiun of pull
(full Length (feell X Welted Widlh [fecl])I 4.1,561)
(c) Acres stop end of pull from 'rabic Culunu,
Total acres for Exterior pull (Suer: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category it, the Geld. Sun, all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or full X 0 Sprinklers or fulls — Awes
(b) Acres per Exterior Sprinkler or Pull X N Spiinikiers or culls — Acres
S Total Wettable Acre for field (Suer: Ya + 9b)
Wettable Acrc Computational Worksheet Completed by: .9N � * � � c`�� Vale:

C:AWA-Ir VV"I-I'AULL AC;IC.[: C ORIJIU'I'A-I'1VNAt, Wult.1(SUELT
l _ I-arrtr Nurrrber (idetrt'rftcatiorr) Y 2- - L I ) Field Number (Identification) £ `/ % _
2. Irrigation Syslcui Designatiotr L+'xisling Irrigation System
New / Eipanded Irrigntiorr System
3. Type of Irrigation System Stationary Sprinkler/ctr I Ilard-Ilose '1'raveler
Center Pivot Linear -prove System
4. Number of Stationary Sprinklers P Interior sprinklers # Lxterior sprinklers
Number of Travel Lanes L T # Inletior Lanes �# Exterior Lanes
5. Wetted Diameter v [feel] From field data sheet 30a Length of pull lfeelJ
G. Spacing o? / d Lateral / Hydrant Spacing Ifect] %d lag pr:rcentage of welter! dMuncicrl
Sprinkler spacing along lateral Meet] (as liercctttage of wetted diamelet l
7. Sprinkler or Hydrant Layout Multiple Lateralslllydrants
Single Laleral/flydrant Excessively spared Spriniderslf lydt ants
8. Read the irrigated area per sprinklerllravel pull for site given wetted diameter from the apprulniate labale
and culunut based on pattern, spacing, and spritikler/travel lane localic►rr.
Stationary Sprinklers
Acres per Interior spritrkler from 'fable Column
Acres per Exterior spritrkier from 'fable Column
frivoler: Iulcrior Hydrant (travel lame)
(a) Acres Start end of pull frum ''able _ :ulunut
(b) Acres twiddle portion of pull
(full Length Ifeet] X Wetted Width . (Cecil) 143.5011
(c) Acres stop end of Trull farm 'fable Culrmui-
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior llydraut (travel lane)
. 7`1 (a) Acres start end of pull frunr TableEZ-10 Colutnn _/_
(b) Acres middle portiun of puli
[full Lengthico [feet] X Wetted Widtlass' Ifeetl)/ d_l,5bU
(c) Acres slop end of pull from "Table Column
.2 M 'Total acres for Exterior bull (Sun:: a + b + r)
9. Multiply the tabulated irrigated acreage value per spriukler or travel pull by the number of sprinkleis ur bulls
of each category in the field. Surn all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or full X N Spiiriklers orI'ulls — Acres
�9G Total Wettable Acre: for field (Sum: 9a + 9b)
Wettable Acre Computational Worksliriet Completed by: y,v c r_ Uate: _

oR60F war�RQr✓
0 �
July 1, 2007
Joseph A Pope
Pope Brothers Rackley Farm (20-25)
5450 Garland Hwy
Clinton, NC 28328-5450
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
°ihs ';?'
1U,,11 2 7 2y-7
Subject: Certificate of Coverage No. AWS820212
Pope Brothers Rackley Farm (20-25)
Animal Waste Management System
Sampson County -
Dear Joseph A Pope:
In accordance with your application received on 17-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Joseph A Pope, authorizing the operation of the subject animal
waste management system in accordance with General Permit AWG100000.
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 Pope Brothers Rackley Farm (20-25), located in Sampson County, with an animal
capacity of no greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 5280 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 1II.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
Intemet: www.ncwatcrqualLty.otg Location: 2728 Capital Boulevard
An Equal Opporhm4lAFfirmative Action Employer- 501/* RecycieV0% Pout Consumer Paper
ICarolina
urally
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 from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
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 filed 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 910433-3300. 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 AWG100000, 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 AWS820212

North Carolina Cooperative Extension Service
(Farm Name: Pope Bros.. Farm, Inc. (2 0 - 2 5 )
!Facility No: (=82-212
(Farm Ownear : Pope Bros. Farm, Inc.
Bailey
evasion
College of Agriculture and Life Sciences
JAN 0 2 2037
DENR-FAYEriE111LLEREGIONAL OFRCE j
RECEIVED ! DENR ! DWQ
AQUIFFR-PRnTFMIQN SECTION
DEC 2 7 2006
Tech. Spe list Sig re
Al-' / -- 6)-1--
61 Date
Employment and program opportunities are offered to all people regardless of race, color, national origin, sex, age, or disability.
North Carolina State University, North Carolina A&T State University, U.S Department of Agriculture, and local governments cooperating.

o P'"f" •t r
North Carolina Cooperative Extension Service
College of Agriculture and Life Sciences
• ti � t -� �1--!
.IAN 3 2004 E
i
Farm Name: Pope Bros. Farm, Inc. (20-25)
Facility No.: 82-212
Subject: Correction to Wettable Acre/WUP
Tech. Spec.: Danny Bailey
Find the following:
(1) Map with field code 12A deleted due to well buffer. Corrected acres on fields coded
4and 5.
(2) Revised WUP due to field code 12A being deleted and acres corrected on fields
coded 4 and 5.
Owner Signature
/ —/ 0
Date
Tech. pec. Signatu
jo-, i 'a.+
Date
Employment and program opportunities are offered to all people regardless of race, color, national origin, sex, age, or disability.
North Carolina State University, North Carolina ABET State University, U.S. Department of Agriculture, and local governments cooperating.

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ANIMAL WASTE UTILIZATION PLAN C."e) ^ 7�
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
JACRES
AW N
PER AC
AC
USED
-----
or
--------
APPLY
RESID.
APPLIC
METH
N
TIME
20-25
OrA
BP
4.7
235
0
sfa�
I
I. 7a i`
MAR-OCT
20-25
lA
SG (1
�
150
10
1
1. 72Y I S P-MAY
20-25
OrA
BP
4.7
235
0 1.
1121
J�
I
I
,� 77?-- 1 MAR-OCT
20-25
1B
SG
1-
50
Q
237
I
y.v� SEP-MAY
20-25
OrA
BP
4.7
235
0
l0eq
MAR-OCT
20-25
SG
1
50
0
X31
1-2
SEP-MAY
20-25
3]
OrA
BP
4.7
235
0
`
',f
I
I MAR"-'OCT
20-25
SG
1
Q
a�
1-3
1
I I
150
y iz SEP-MAY
20-25
f,4D
OrA
BP
4.7
235
0
C.,813
I
I
2 9z� MAR OCT
20-25
SG
1
0
i �6
1-4
1
I
150
�.9,�(. SEP-MAY
20-25
NoA
BP
4.6
230
0
:7�7
1-5-)
I
MAR-OCT
'3.117
20-25
V5
SG
1
0
% 5
I
�50
3. /,, 7j SEP-MAY
20-25
"6j
NoA
BP
4.6
Q
Qln0
r
I
1230
37.38MAR-OCT
20-25
SG
1
0
187
1-6
1
I
1
15o
3_738 SEP-MAY
Page: 3

ANIMAL WASTE UTILIZATION PLAN �U _ 2�'-
20-25
-A
NOA
0
10
I
I
IT
1230
I
.77,6IMRyOCT
20-25
`7
SG
1
50
Q
2 "
I
I3K77j?j
SEP-MAY
20-25
�8)
NoA
BP
4.6
0
16*7
IT
1230
MAR-OCT
20-25
-8
SG
1
0
Z�8
I
�5O
, _�z
SEP -MAY
20-25
NoA
BP
4.6
0
XOCT
1
I
1230
S! 3s7
20-25
'9
SG
I
0
,Z-17
1337
156
SEP-MAY
20-25
LKONoA
BP
4.6
//93
1
T
1230
7
.lee
MAR-OCT
20-25
'10
SG
1
50
D
ZS9
I
s /BTEP-MAY
20-25
NoA
C/SB
110
01(a.;zisl
135
I'l
I
1117.7
MAR-JUN
20-25
'll
WA
1
D
�/5
1
I
1100
�­2'yg)
SEP-APR
i.iyq
20-25
11
NoA
SBDC
Q
V;Z-
133.0
1132
JUN-AUG
20-25
L17J
BP
4.7
0
S8T
10rA
1
I
1235
96
MAR-OCT
20-25
"17
SG
1
0
/ 2S
IT
150
.2.,,J(,sEP-MAY
20-25
20-25
END
1
�l/. % i2aGtf/ fSGNT,�A�E� r
Page: 4

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( Loses
North Carolina Cooperative Extension Service
arm Name: Pope Bros. Farm, Inc. (20-25)
acility No: 82-212
arm Owner: Pope Bros. Farm, Inc.
echnical Specialist: Danny Bailey
ubject: Wettable Acre/WUP Revision
Owner Signatu
Date
College of Agriculture and Life Sciences
Tech. Spec6falist Sign ure
-C�,2-
Date
Empioyment and program opportunities are offered to all people regardless of race, color, national origin, sex, age. or disability.
North Carolina State University, North Carolina A&i State University, U.S. Department of Agriculture, and local governments cooperating.

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_ TOWEL
ZEE E

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
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
20-25
1A
OrA
BP
4.7
235
0
Sfo�
I
I.72,/
MAR-OCT
20-25
"lA
SG
1
50
0
I
I
�.7x`t SEP6MAY
20-25
OrA
BP
4.7
0
14t.
_ /12.1.,-
11B
I
I
1235
1
77J MAR-OCT
20-25
'1B
5G
1
0
,239
I
150
y.77 SEP-MAY
20-25
2
OrA
BP
4.7
0
lo8�f
1
I
1235
�,y MAR-OCT
20-25
SG
1
0
Z 31
1-2
1
150
SEP-MAY
20-25
3
OrA
BP
4.7
0
`760
1
1235
i2i MAR-OCT
20-25
SG
1
0
2 a4v
T/fs
1-3
1
150
1
P-MAY
20-25
4
OrA
BP
4.7
0
7a7
I
1235
3, ai MAR-OCT
20-25
SG
1
0
1-s1
1-4
1
I
ISO
3 01 SEP-MAY
20-25
5
NoA
BP
4.5
0
$a2-
1
I
1230
3. sd6} MAR - OCT
20-25
SG
1
/ 7<v
1-5
I
Iso
lo
FSEP-MAY
20-25
6
INOA
BP
4.6
0
glo0
I
1230
3.738 MAR-OCT
20-25
-5
SG
1
50
0
187
_
I
3.738
SEP-MAY
Page: 3

f) D - -S
I.
State of North Carolina
Department of Environment, Health and Natural ResourcesRECOVED
Division of Water Quality
Non -Discharge Permit Application Form / Survey MAY 2 t 1997�
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations REGFAY. ���
�l P REG. OFFICE
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, pl4we
complete as best as possible. Do not leave any question unanswered.
3 3•
Application Date: Ln r
REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next taeachx�
item. .0 =cs
z
I . One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;, n
2_ Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed; l
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: -PoW BrothCrsRagkla
2. Print Land Owner's name: hseph & Jason Popc
3. Land Owner's Mailing address: 54
City: ClintgD NC Zip: 28328
Telephone Number. 910-592-5854
4. Coun:y where farm is located: Sar sga
5. Farm Location (Directions from nearest major highway. Please include 5R numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): 24 E. of Clinton 3 nrileg out on 1
6. Print Farm Manager's name (if different from Land Owner):
7. Lessee's / Integrator's name (if applicable; please circle which type is listgd):
FORM: AWO-G-E 2/26/97 Page 1 of 3

III. OPERATION INFORMATION:
I
1,
1. Farm No.: 82- 1
2. Operation Description: Swine o on
Feeder to Finish
5280 - Certified sign acity
Is the above information correct? yes; no.
f , wine
0 Wean to Feeder
0 Feeder to Finish
0 Farrow to Wean (# sow)
0 Farrow to Feeder (# sow)
If no, correct below using the design capacity of the facility
0 Layer 0 Dairy
0 Non -Layer 0 Beef
0 Turkey
0 Farrow to Finish (# sow)
Other Type of Livestock on the farts: _ _ �-1 W S No. of Animals;
3. Acreage cleared and available for application: Required Acreage (as listed in the CAWMP): 50.00
4. Number of Lagoons: ; Total Capacity: .rJ' C10 Cubic Feet (0)
Number of Storage Ponds: ; Total Capacity: Cubic Feet (ft3)
5. Is animal waste being applied on any field which has subsurface drains? YES or (please circle one)
6. Are subsurface drains present in the vicinity of or under the lagoon? YES or MNO (please circle one)
� }} �j j� (Land Owner's name Listed in question 11.2), attest that
this appp ication for 77 Q r 1�` x1 __(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 incom le
Signature �\ti' Date �— / :2
CANT'S C IFICATION:
s11`v C ,
V . MANAGER'S CERTIFICATION: (complete only if different from the Land (honer)
I. _. (Manager's name listed in question II.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 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: A WO-G-E 2/26/97 Page 2 of 3

as-a.s
UNITED STATES' NATURAL RESOURCES FEDERAL BLDG., RM. 108
DEPARTMENT OF CONSERVATION 134 NORTH JOHN STREET
y, AGRICULTURE SERVICE GOLDSBORO, NC 27530
919 - 734-0961
----------------------------------------------------------------------
SUBJECT: ENG-Class V Waste Treatment
Lagoon (359), Pope Bros.
Farms, Inc., Sampson Co.
TO: Wilson Spencer, DC
Sampson County
DATE: Dec. 20, 1995
FILE CODE: 210
The subject waste treatment lagoon (359) design is approved. Please
note that the site evaluation form indicates some spray fields are to
be cleared but the waste utilization plan does not indicate this. You
have approved the waste utilization plan and I did not review it. The
Natural Resources Conservation Service has not checked nor verifies
the earthwork computations. Deviations or changes from the approved
plans must be approved prior to installation.
Please let us know if we can be of any further assistance. c
J ca
3 3rn
Z&
4�. Bingh �4
Supervisory Civil Engineer 3
,UD
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Seeding spec'_=icaticrs included (lagoon duce and other exposed
areas ax cund buildings)
✓JO. Carst=action 5peci_icatiors (sheet included) '
I
a_ need for cut-off trench addressed
b. need for sealing or li.-Ling with impervious material addressed
and- a.^.ticipated locations of such areas identified
C. protec 4 Ci . of line._~ du=i.^g initial filling and near flush
pipes addressed
? I Grid Sheet (cr_,inal or l edsa =e copy)
a. g= =dried area large enough to Lnclude embankment slopes and
sur =ace wace= dive_ s ions
b_=ccation & dimensions.o' lagoon a buildings shown (lagoon
i.^sice cop measurements shcwr. and lagoon corners identi=:ec
by c=-id stw=ions)
c. sur-face wa:aw r =ova? (pipes, cutlets, etc) shown
d. sc ; ' ^ Sncwn
e. TL7',f cca=_GI: a ele�at_an stcw:Y
eX_st_n c L' =i1 _t_e5=CCated { i� a=M i Cable)
/ ✓i2 'r"rcica_ cress-se==_c:-: i,c_L:.ded ..
a. d_ka e;-vatic,. & too wider shcwr.
b. lacccr_ bctccm elavaan s:=cw_.
C. side sic :es s"cw-r
d. effluent cutlet aiae Laver_ ele,raticn show;
e . bu_? c'_.mg aids - e? evat-on & g ade sLcwr. A
f c::t-a== -rer_ca shown - i= reaui.=ed
14
3. Vc=tee Ca-r�:ta=ions
a. excarat_=:-:
b. _�Jke -_l,
c. =a d =-=1
%ram . S1�.a� r Shee
a . des ign rem a_i-ements
b. excavaticn volume
C. fw11 vci,=es
d. c-�t-=ill ratio
e. job class
15 . Lecat_cn of su: s'=-face drainage (i i present)
15. Presence of utilities addressed
17. Ohse= ratior_ c= cu tu=al resources statement i^cluaed
13. Ope=aticn is outside of ju_-isdictional limits of municipalities

co"9ACr&Cz-
_ _ CARROII'S FOODS, INC.
P. O. Drawer 856
WARSAW, NORTH CAROLINA 2W98
FACILITY DESIGN AND
_4
WASTE MANAGEMENT PLAN
Farm POPE BROTHERS NO. 4
Name or Number
5280 HEAD FINISHING
Farm Description
Location
SAMPSON COUNTY
Company Farm
Contract Grower _ _X_

TABLE OF CONTENTS
CONSTRUCTION INFORMATION
OWNER/CONTRACTOR INFORMATION
MEMORANDUM TO GROWER
CERTIFICATION FORM (NC ONLY)
SITE EVALUATION (IF APPLICABLE)
VICINITY MAP
ASCS TRACT MAP
SOILS MAP
SOIL INVESTIGATION WORKSHEET
WASTE TREATMENT PLAN
AGRI-WASTE MANAGEMENT INFORMATION (NC ONLY)
WASTE UTILIZATION PLAN
OPERATION AND MAINTENANCE PLAN
CONSTRUCTION SPECIFICATIONS FOR LAGOON
SEEDING PLAN (FARM SITE)
COMPUTER DRAWING OF EXISTING GROUND
EXISTING ELEVATIONS
LAGOON CROSS SECTION DIAGRAM
COMPUTER DRAWING OF PROPOSED LAGOON & BUILDING PAD
SITE BALANCE REPORT
COMPUTER DRAWING - ALL DATA PROPOSED
COMPUTER DRAWING - CONTOUR LINES
COMPUTER DRAWING - SLOPING LINES
COMPUTER DRAWING - BLOW-UP OF LAGOON OR BUILDING CORNER
BUILDING PAD ELEVATIONS
COMPUTER CROSS SECTION - EXISTING -PROPOSED -BALANCED
FACILITY OVERLAID ON EXISTING TOPO MAP

IMPORTANT INFORMATI N
ABOUT -LAGOON. C CTION
LISTED BELOW IS A BRIEF SUMMARY OF VOLUMES AND OTHER
DATA: (SEE CONTENTS OF PLAN FOR MORE INFORMATION)
EXCAVATION 28728--- cubic yards
FILL (pad & dike) 28728--- cubic yards
TOP SOIL (minimum 3" thick) 422--- cubic yards
CLAY LINER (represents a complete liner) 7809--- cubic yards
41-/ /�'_�/
Constructed top of dam must include a minimum of 5% settlement -
EXAMPLE: 10 feet high dam will require 5% of 10 feet or 0.5 feet
fill above planned top of dam.
Clay content, thickness and compaction of liners (if required) are
very important. If the certifying technical specialist -is unable
to approve the liner with normal field techniques, an independent
engineering analysis will be regnired (see CONSTRUCTION
SPECIFICATIONS for additional information). If an independent
engineering analysis is required, this expense will be the
responsibility of the owner/grower.
Special attention needs to be given to the seeding specifications.
The lagoon dike must be seeded according to specifications before
the system can be certified and stocked with animals. (Consult
with your NRCS Conservationist regarding mulching)

ATTENTION OWNER AND EARTH MOVING CONTRACTOR
PLEASE READ THIS BEFORE REVIEWING THE ATTACHED WASTE
MANAGEMENT PLAN.
This design has been prepared in accordance with USDA- Natural Resources Conservation
Service standards and properly installed, will allow certification and stocking of animals.
-� The be discussed PRIOR to entering into a contrazt: ----
1. This design is in compliance with state and federal laws. Any changes in design may
result in non-compliance and failure to be eligible for certification. No animals can
be stocked until the lagoon construction is approved and certified to the Division of
Environmental Management (DEM). If a Dam Safety Permit is also required by the
State, then no water or animal waste may be impounded in the lagoon until the
lagoon and dike construction are approved by the North Carolina Department of
Environment, Health and Natural Resources, Division of Land Resources (DLR).
2. This design has taken into account data including soils, topography, wetlands,
streams, dwellings, wind direction, and owners concerns.
3. The volume shown represents excavation and fill in the lagoon and pad area. It does
NOT account for cut/fill for liners, roads, borrow areas, drainage or other related
construction activities unless specifically covered in the design.
4. Typically, the excavation volume represents the bulk of earthwork and is used for
price negotiations. All earth work beyond this amount will be worked out between
the owner and contractor, CARROLL'S DOES NOT NEGOTIATE PRICES FOR
GROWERS.
5. It is the desire of Carroll's Foods that the contractor receives a fair price for earth
work and the land owner receives a properly constructed lagoon and pad that will
meet design requirements.
6. DO NOT MAKE ANY CHANGES TO THE DESIGN OR FARM LAYOUT
UNLESS THE ORIGINAL DESIGNER IS CONSULTED AND APPROVES.
CARROLL'S FOODS ASSUMES NO RESPONSIBILITY FOR ANY DEVIATION
FROM ORIGINAL DESIGN OR CHANGES MADE ON THE SITE BY
CONTRACTOR OR ANYONE OTHER THAN CARROLL'S PERSONNEL.

MEMORANDUM
TO: All Prospective Contract Growers
FROM: Dan Butler, Real Estate Manager ---------
Howard Hobson, Resource Conservationist
RE: Legal requirements for swine growers in
North Carolina and how they relate to you
The facility design and waste management plan attached is of the utmost importance to
you and to Carroll's. This plan must be approved by a technical specialist with USDA -
Natural Resources Conservation Service prior to construction start. The lagoon must
be constructed exactly as designed unless changes are approved by the original designer
and NRCS personnel. The approved plan needs to become a part of your permanent
records and must be readily available for review if and when your farm is inspected by
state regulatory personnel.
When earthwork and lagoon construction is complete and the top of the dike and
outside slopes of the lagoon have been graded, seeded, and fertilized it must pass a final
inspection by NRCS personnel in order for your farm to be certified ready to stock
animals. At the time of final construction approval, the owner and the person certifying
construction must sign a document called "Certification for New or Expanded Animal
Feedlots" (a blank of this form is enclosed in your package) and this form must be sent
to the Department of Environmental Health and Natural Resources in Raleigh. Copies
of the signprl document should be Dept in your permanent file, one copy goes to NRCS
for their file, and a copy must be presented to Carroll's Foods before any animals can
be placed on your farm. The owner is responsible for the Certification being completed
and sent to the appropriate places. Remember, NO CERTIFICATION -- NO ANIMALS.
If you have any questions about the above information, please contact one of
us by calling 910-293-3434, extension 246.

ANIMAL WASTE MANAGEMENT PLAN CERTIFICATION FOR NEW OR EXPANDED FEEDLOTS
Please return the completed form to the Division of Environmental Management at the address on the reverse side
of this form.
Name of farm (Please print):
Address:
Phone No:
County:
Farm location: Latitude and Longitude: _ _ _ , (required). Also, please attach a copy of county road
map with location identified.
Type of operation (swine, layer, dairy, etc.)
Design capacity (number of animals):
Average size of operation (12 month population avg.):
Average acreage needed for land application of waste
(acres
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to
the 15A NCAC 6F .0005, I certify that the new or expanded animal waste management system as installed for the
farm named above has an animal waste management plan that meets the design, construction, operation and
maintenance standards and specifications of the Division of Environmental Management and the USDA -Soil
Conservation Service 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 and their corresponding minimum criteria have
been verified by me or other designated technical specialists and are included in the plan as applicable: rninimum
separations (buffers); liners or equivalent for lagoons or waste storage ponds; waste storage capacity; access or
ownership or proper waste application equipment; schedule for timing of applications; application rates; loading
-ates; and the control of the discharge of pollutants from stormwater runoff events less severe than the 25-year,
24-hour storm.
Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency): Phone No.
Signature: Date:
Owner(Manager Agreement
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) aw that any. additional 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) also understand that there must be no discharge of animal waste from this system to surface
waters of the state either through a man-made conveyance or through runoff from a storm event less severe than
the 25-year, 24-hour storm. The approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
Name of Land Owner (Please Print):
Signature: Date:
Name of Manager,if different from owner (Please print):
Signature: Date:
dote: A change in land ownership requires notification or a new certification (if the approved plan is changed)
to be submitted to the Division of Environmental Management within 60 days of a title transfer.
DEM USE ONLY:ACNEW#

Dspwrtment. of Resources let v. lU/`/:)
Agricuitwe conswwadon
Service
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME 1S/o G 2 o-.s Fct.,.,,
TELEPHONE C(� 10
LOCATION a Y .4
f eip
cJ, :M
SIZE OPERATION 5a84
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCENOT OWNED BY PRODUCER 1700 FT.
IS SITE WITHIN 100-YEAR FLOOD PLAN'?
If yet, SCS cannot provide waistance.
YES NO_,Z'
IS SITE AT LEAST 100 FT. FROM A 'SLUE LINE' PERENNIAL
STREAM? YES V NO
it no, site mutt he relocated.
IS SITE WITHIN I MILE ZONING JURISDIC71ON OF A
MUNICIPALITY? YES NO_e-'
If yes, Izndowner should consult with local zoning hoard shout required pemkL
Permits must be obtained prior to design :approval.
ARE UTILITIES 1N CONSTRUCIION AREA? YES NO
I yes, see Part 503 of the National Engineering Manual and ful:ow pow.
(Copier of maps or other reference matesiak may be attndard to she era#uadow.)
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND,?
YES NO
Ir yes, producer mutt complete a Form AD-1026.
WILL ACTION RESULT IN SWAM PBUSTiNG?
YES NO Z
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO
CONTACT THE US ARMY CORP OF ENGINEERS AND THE DIVISION OF
ENVIRON,%IENT.AL MANAGEMENT TO DETERMINE IF ADDITIONAL PERMITS ARE
REQUIRED, NO WETLANDS SHOULD BE ALTERED UNTIL PRODUCER RECEIVES
WRITTEN APPROVAL FROM SCS. US ARMY CORP OF ENGINEERS AND NC DIVISION OF
ENVIRONMENTAL MANAGEMENT.
(A copy of AD-I026 and CPA-026 should he attached to site evaluation.)
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER .............
.............. PREDOMINANT WIND DIRECTION? YES J NO
.............. POSSIBLE EXPANSION OF TREATMENT VOLUME FROM I CSI.FT. UPWARDS
TO 3 CU. FT./LB. OF ANIMAL? YES / . NO
... ...I... PRECHARGING LAGOON WTTH FRESH WATER TO AT LEAST IC OF THE
............. CAPACITY? YES/ NO
. ............ USING GOOD SOUND JUDGS.IE`T IN LAND APPLICATION OF
............ I WASTE! YES ✓ NO

t
OTHER ENMONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT.
YES NO
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING
AREA OR 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 PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT FARMLANDS IN THE
OPERATING UNIT? YES — NO
WILL THE ACTION RESULT IN SODBUMNG?
YES NO /
If yes to any of these questiom, refer to form NC-CPA-16 for policy sources. The form does not
need to he completed.
WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES NO
IF NO. DOES PRODUCER HAVE ACCESS TO MORE LAND?
YES NO
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON
LAND ON WHICH TO APPLY WASH. YES NO
(Attach Waste Utilimtian Plan to site emotion.)
SOO, INVESTIGATION - VALID ONLY IF SOUL INVESTIGATION SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON?
YES -,----NO
IS A CLAY LINER REQUIRED?
YES — NO
IF YES, IS CLAY AVAILABLE ONSITE?
YES -ENO
QUESTIONABLE
IS A CORE TRENCH REQUIRED?
YES --,--NO
(Attach wil invedigatiAm sheet to site evaluation.)
IS SUBSURFACE DRAIN TILE PRESENT'
YES NO
(If yes, file must he removed or plugged)
QUESTIONABLE
SITE APPROVED YES / NO CONDITIONAL
COMMENTS No Ccjf--s--1
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND CONSTRUCTION
OF LAGOON CONTINUES IN REASONABLE TIME PERIOD. UNDUE DELAYS OR
HESITANCY IN CONSTRUCTION MAY REQUIRE THAT SITE EVALUATION BE
INVALIDATED.
SIGNATURE DATE
Page j of

U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
andowner
'P
>e_'13ro r_z
_F..v-= County. •�^ i�s��.
Community
or
Gi 6up 'Ko.
Conservation Plan No.
Estimated Depth of Water to Top of Dam 7 ,� Ft. Length of Flood Pool :!�LSa Ft.
Date of Field Hazard Investigation
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
t. Ft.
Ft. t.
2
:woos
Al o n e.
�S
3
;Pow
IJCk'e
Describe potential for
loss of life and damage to existing
or probable future downstream
improvements from a sudden breach A sudden
faJIMM of str
life or
damage public transportation.
aFF"Osr'
IS D
aOn
qn� lcr]/�,�Ox.
`f'toa�
.1-a'-JeA
r,-o,- S c ren
9 1I"10
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21) r'k,
-amw-Classification (I, II, III, IV, V)
By G Date ?r' S 1 CJ° S-
name ti tl e
Concurred By �. 1✓� 1 Date 1,2 - i8- Xr
name (title)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

INSTRUCTIONS
All dams built with technical assistance from the Soil Conservation Service
must have a hazard classification assigned by the person responsible for
approving the design. Nost farm ponds, except in borderline cases, can
be classified after a complete field investigation without assuming failure
and making breach studies. This data sheet is to be used for recording
the information obtained through field studies and for documenting the
hazard classification. Where there is a possibility for loss of life or
major property damage from a dam failure, an approved breach routing
procedure is to be used. (Consult with the area engineer.)
Hazard classifications of dams are made by evaluating the possibility
for loss of life and the extent of damage that would result if the dam
should suddenly breach --that is --a section of the dam be suddenly and
completely washed out. It is to be assumed that a wall of water will be
released equal to the height of the dam. This flood wave will be reduced
in height as it moves down the flood plain. The wave height (depth of
flooding) should be evaluated for a sufficient distance downstream until
the estimated flood level will not cause significant damage to improvements,
such as homes, buildings, roads, utilities, reservoirs, etc. The breach
flood level will be reduced depending on the valley storage, slope, and
openess of the flood plain; however, in a narrow steep valley slopes
steeper than l0% should be given special consideration. One method of
evaluation is to compare available valley storage (under flood conditions)
to impoundment storage (figured to the top of the dam) for each reach
evaluated with a judgment estimate made of the flood wave height at all
critical points downstream.
Should there be any questions about the hazard classification for a dam, -
the area engineer should be consulted before making design commitments.

t
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SC5-ENG-5U U- S. OE?ARTMENT OF AGRICULTURE
• ��'. SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FAR'kiER'S NAME Lam• F 1-57 - DISTRICT
DATE _ L/- Z 8 - 9 S COUNTY 5 ne
S. C. S. PHOTO SHEET NO. WORK UNIT
WATERSHED AREA MEASURE.HEYTS I'
CROPLAND ACRES PASTURE ACRES W , fS o L en re✓ r
WOODLAND ACRES 'TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHO'vvLNG WHERE BORINGS WERE ]ISiI<DE (Approz,Cale 1"-_feet)!
Locals refsrence point �a center Tina of dam and id�alp on sketch.
I
i
�r�•
e
i
Ia/
ed
I
I
II
!
IIII
II
I
kkI
IT
-
I
I
`1:1 -11
�
1
1
1
1
1/
j
II
I
I I
SHOW
DEPTH
SCALE
3's SQ2 S BORLNG NUMBER AIND PROFIU
Make and h'st darn -site and spltA att benrias first - then ponded area and borrow pit borings - saparam roith aerrizal red Una -
(Continued on back wwhamnecessar.0 Shona wa,,,4j,4. eleuatioru on dam site borings
1
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TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW-WelI 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-graivel mix
fsl -fine sandy _loam
SP'- Poorly graded sands
I - loam
SM -Silty sand
gl -gravelly loam
SC -Clayey sands; sand -clay mixtures
si - silt
ML - Silts; silty, v. fine sands; sandy or clayey silt
sil -silt loam
CL -Clays of low to medium plasticity
el -clay loam
CH -Inorganic clays of high plasticity
sicl -silty clay loam
MH - Elastic. silts
scl -sandy clay loam
OL -Organic silts and silty clays, low plasticity
sic -silty clay
OH - Organic clays, medium to high plasticity
c -clay
L Suitable material for embnal®ent in available Eryes O No (Indicate where located an !hft siettR on
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l

vperator:POPE BROTHERS #4 County: SAMPSON
Date:
12/04/95
Distance to nearest residence (other
than owner):
1800.0
feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x 1417
lbs. =
0
lbs
0 sows (farrow to feeder)
x 522
lbs. =
0
lbs
5280 head (finishing only)
x 135
lbs. =
712800
lbs
0 sows (farrow to wean)
x 433
lbs. =
0
lbs
0 head (wean to feeder)
x 30
lbs. -
0
lbs
Describe other :
0
Total
Average Live Weig =
712800
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME
OF LAGOON
Volume = 712800 lbs. ALW x
Treatment Volume(CF)/lb.
ALW
Treatment Volume(CF)/lb. ALW
=
1 CF/lb. ALW
Volume = 712800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Kam' --r-"u-vsgD AX- mimes Ftr&OF-sY
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 450.0
Inside top width (feet)---------------------- 290.0
Top of dike elevation (feet)----------------- 54.5
Bottom of lagoon elevation (feet)------------ 43.5
Freeboard (feet)----------------------------- 1.0
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 3.0 444.0 284.0 10.0
AREA OF TOP
LENGTH * WIDTH =
444.0 284.0
AREA OF BOTTOM
LENGTH * WIDTH =
384.0 224.0
126096 (AREA OF TOP)
86016 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
414.0 254.0 420624 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMfJ * DEPTH/6
126096.0 420624.0 86016.0 1.7
Total Designed Volume Available = 1054560 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
450.0 290.0 130500.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 130500.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 712800 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1302048 gals. or 174070.6 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess = irlT — = 7.0 inches -
Volume = 7.0 in * DA / 12 inches per foot
Volume = 76125.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 76125.0 cubic feet
TOTAL REQUIRED
TEMPORARY STORAGE
5A.
174071
cubic
feet
5B.
0
cubic
feet
- -- 5C.
76125
cubic
feet _ -
5D.
76125
cubic
feet
TOTAL
326321
cubic
feet
6. SUMMARY
Temporary storage period===- ----------- =====> 180 days
Rainfall in excess of evaporation==========> 7.0 inches
25 year - 24 hour rainfall====—============> 7.0 inches
Freeboard============_====__========= ======> 1.0 feet
Side slopes========-========================> 3.0 . 1
Inside top length=============_ ===========> 450.0 feet
Inside top width--=_______________________> 290.Q feet
Top of dike elevation= ======== ===========> 54.5 feet
Bottom of lagoon elevation======_===_======> 43.5 feet
Total required volume=== _ _===—_-=========> 1039121 cu. ft.
Actual design volume---= ___----___---___> 1054560 cu. ft.
Seasonal high watertable elevation (SHWT)===> 46.1 feet
Stop pumping elev.===_______--------------- > 50.7 feet
Must be > or = to the SHWT elev.==========> 46.1 feet
Must be > or = to min. req. treatment el.=> 49.5 feet
Required minimum treatment volume===========> 712800 cu. ft.
Volume at stop pumping elevation---=========> 713788 cu. ft.
Start pumping elev._____________________ ___> 52.8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 978435 cu. ft.
Volume at start pumping elevation====~=====> 967359 cu. ft.
volume to be pumped================> 250196 =cu=—
Actual volume planned to be pumped==========> 253571 cu. ft.
Min. thickness of soil liner when required==> 1.6 feet
7. DESIGNED BY ;L�o.,SL�Qr� APPROVED BY:
naafis 5,7le
DATE: Iq4- j 5 DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: t S 0 F mou my oN Ak 4*1 SW�

Xorth Carolina Agricultural Zxt•Asion Service
Agri -Waste Management
LIVBVr=l ATE SAMPLING, ANALYSIS AND CALCULATION
OF LAW APPLICATION MATES
James C. Barker
I. SAMPLE COLLNCTION
A. 34mi-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 avoidinq beddinq materials and using nonmetallic
:c
collectors.
,D
rn
B. Liquid Manure Slurry
,a
i. Under -slotted -floor pit
rT
'o
Mgr
a. Extend a 1/2" nonmetallic conduit open on both
a
]Cgs
ends into manure to pit f loor.
�p
w
x
b. Seal upper end of conduit (e.g., by placing a
thumb over end of conduit) trapping manure that
has entered loner 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 314 pint to nonmetallic sample
container.
ii. zxterior 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

r
1
!Me 2 of 3
C. Mix and add 3/4 pint to a nonmetallic sample container..
C. Le"" Liquid
i. Collect about 3/4 pint of recycled lagoon liquid from inflow
pipe to flush tanks in a nonmetallic sample container.
ii. From Lagoon
a. Place a small bottle (1/2 pint or less) on end of
10-151'pole.
b. Extend bottle 10-15' away from bank edge.
C. Brush away floating scum or debris.
d. Submerge bottle- with 1' of liquid surface.
e. Empty into a plastic bucket, repeat about 5 times
around lagoon, mix and add 3/4 pint to nonmetallic
sample container.
D. >roiler or Turkey Litter
i. Mouse Litter
a. Visually inspect litter for areas of varying quality
e.g., areas around feeders and waterers, and estimate
percent of floor surface in each area.
b. Take about 5 litter subsamples at locations
proportionate to item a. E.g., if 20% of litter
of similar visual quality is around feeders and
waters, take 1 subsample there and the other 4
subsamples from remainder of floor surface.
C. At each location, collect litter from a 6" by 6"
area down to earth floor and place in a plastic bucket.
d. After 5 subsamples have been added to the bucket, mix
and add about 2-3 lbs litter to a nonmetallic sample
container such as a 1-gallon freezer bag and seal.
ii. From stockpile
a. Take subsamples from about 5 locations at least 18"
into pile.
b. Mix, add 2-3 lbs to nonmetallic sample container and
seal. I
'I. SAI[PLE PREPARATION AND TR"SFER
A. Place sample into an expandable container that can be sealed.
residues from container with clean water but do not use
disinfectants, soaps or treat in any other way.

E.
F.
G.
Atteelwat a
re" 3 of 3
ram![ sayle in ice, refrigerate, freeze or transfer to lab
quickly.
!and -delivery is the most reliable gray of sample transfer.
If sailed, protect sample container with packing material such
as nevepaper, box or package with wrapping paper and tape.
Cos rcial sample containers and mailers are also available.
Contacts:
L Ali. Ens- AVWW%ffr Lab. brc.
7621 Whk p o Msad
WictwopmL VA 22227
PA: 0104 743-9401
p. Fithrr saiMMKM Ce
3316 WGwow ROW
PAWOK MC 27004
iii. Powoa PSAWS
2320 S. Fa@r Ave.
VOW66M IL mom
Ph: 13121 29"110
iw. NASCO
901 Ja %wvOe Ave.
Ft Aftbom, VA =38
Private analytical labs are also available, but sample analysis
costly. — -
The M= pcovida this aarvice for North Carolina residents.
i. Address: North Carolina Department of Agriculture
Agro11 mie Division
Plant/haste/Solution Advisory section
glue Ridge Road Center
P. O. Box 27647
Raleigh, MC 27611
Ph: [phone]
Attn: Ray Campbell
ii. Forward $4.00 along with the sample.
Include the following identification information with
sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (swine -nursery, finishing; turkey
breaders, brooderhouse, grower, number flocks grown
on litter; etc.)
c. Waste type (dairy -lot scraped manure, liquid slurry;
swine -pit slurry, lagoon liquid, sludge; broiler -
house litter, stockpile)
iv. Routine analysis performed on all samples: N, P, K, Ca,
Mg, Na, S, Fe,
Mn, Zn, Cu, S
v. Additional analysis performed upon request: DM, Mo, Cd,
Ni, Pb

WASTE UTILIZATION PLAN iPAGE 1
December 8, 1995
PRODUCER: POPE BROTHERS FARMS INC.
LOCATION: 5450 GARLAND HWY.
CLINTON NC 28328
TELEPHONE: [phone]
TYPE OPERATION: Feeder to Finish Swine
NUMBER OF ANIMALS: 5280 hogs design capacity
The waste from your animal facility must be land applied at a specified
rate to prevent pollution of surface 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 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. 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. Soil types are important as they have different infilitration
rates, leaching potentials, cation exchange capacities, and available
water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special pre-
cautions, waste may be applied to land eroding at up to 10 tons per
acre per year. 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. wind conditions should also be considered to avoid drift
and downwind odor problems. 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 to bare ground
not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
This plan is based on waste application through irrigation for this
is the manner in which you have chosen to apply your waste. If you
choose to inject the waste in the future, you need to revise this
plan. Nutrient levels for injecting waste and irrigating waste 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 require-
ments should be based on the waste analysis report from your waste
management facility. Attached yca will find information on proper
sampling techniques, preparation, and transfer of waste samples to
the lab for analysis.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H.0217 adopted by the Environmental
Management Commission.

WASTE UTILIZATION PLAN PAGE 2
AMOUNT OF WASTE. PRODUCED PER YEAR (gallons, ft3, tons, etc.)
5280 hogs x 1.9 tons waste/hogs/year = 10032 tons
AMOUNT OF PLANT. AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5280 hogs x 2.3 lbs PAN/hogs/year = 12144 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 be needed for waste application based on
the crop to be grown, soil type and surface application.

WASTE UTILIZATION PLAN
S
PAGE 3
683
TABLE 1: ACRES OWNED BY PRODUCER
'CT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
APPLIC.
TIME
050
i
1
OrA
BP
4.7
235
0
30
MAR-OCT
6835
1
SG
1
Q
150
130
11500
SEP-MAY
6835
3
WaB
BP
4.1
0
779
1205
13._8
MAR-OCT
6835
3
SG
1
0
1
150
13.,B
1190
SEP-MAY
6835
4
NoA
BP
4.6
Q
6
1230
112.
12898
MAR-OCT
6835
4
SG
1
0
i
I
150
112.6
1630
SEP-MAY
6835
is
INoA
IBP
14.6
1230
10
112
12760
MAR-OCT
5 5 1 SG 1 1 150 0 112 1600
SEP-MAY
END
TOTAL 16407
Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirments. Beginning in 1996 the Coastal Zone
Management Act will require farmers in some eastern counties of NC to
have a nutrient management plan that addresses all nutrients. This
plan only addresses Nitrogen.

' WASTE UTILIZATION PLAN PAGE 4
TABLE 2: ACRES WITH 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-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
APPLIC.
TIME
E
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 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
time small grain is planted in the fail.
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.
* 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.

WASTE UTILIZATION PLAN
PAGE 5
following legend explains the crop codes used in tables 1 and 2 above:
LBS N
CROP CODE
CROP
UNITS
PER UNIT
BP
HYBRID BERMUDAGRASS-PASTURE
TONS
50
SG
SMALL GRAIN OVERSEEDED
AC
5o
TOTALS FROM TABLES 1 AND 2
TABLE 1
TABLE 2
TOTAL
AMOUNT 01
116.8 1 16407
116.8
*** BALANCE
1 16407
1 12144
-4263
*** 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
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.
NOTE: 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 1953.6 pounds of plant
available nitrogen (PAN) per year in the sludge that will need to be
removed on a periodic basis. This fiaure is PAN when broadcasting
the sludge. Please be aware that additional acres of land, as well
special equipment, may be needed when you remove this sludge.

-I WASTE UTILIZATION PLAN PAGE 6
See attached map showing the fields to be used for the utilization of
vaste water.,
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.
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 instance should the volume of waste being stored in
your structure be within 1.7 feet of the top of the dike.
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
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:
-IlDne-- `;le-, Pope pltn s fa e—s �,x- fr•s% eue.-Y ��di i-, gas Plan
ceasf•"! 4fcArj4'1 6cr-.qjd
o S3
c CyF 0 S��f`�r� �lKaau�s - ��� �El' wwefu; C/.►v'z e.
lei �/�% D!✓ 17J� f !' \ -�ke. Q a Ti o k, 4-o z e— T 0. r O C a 49— C Y� a- C
�w1 i � yL �C+ 4J 5 i i�l [ �' �% W . �n. � e r O v� s �'A 0� l I 4 �"G� I "� S • rL. �r � '� � 2 � ,s i.,., cL L/
q�r4-;ns wCr-a_ kAG-1ujeQ S �L�ch / �•lf T"i�l6Cs &�C�.
A, 1 s C.-,4 Po (2 GCYt �w slti. 4 �[ �rQ !/[ s O►^. �a.-� L6ALfP�QX_ !2�
03' G�G✓�°. s eVef� }/ �� a4A r c>Ta m ct �C✓�4�� k"+ !3
1A
I
I

WASTE UTILIZATION PLAN PAGE 7
Plans and 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. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division
of Environmental Management for every day the discharge continues.
2. The Field Office must have documentation in the design folder that
the producer either owns or has long term access to adequate
land to properly dispose of waste. If the producer does not own
adequate land to properly dispose of waste, he shall provide MRCS
with a copy of a written agreement with a landowner who is within
a reasonable proximity, allowing him/her the use of the land for
waste application for the life expectancy of the production
facility. 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, climate conditions, and
level of management, unless there are regulations that
restrict the rate of application for other nutrients.
4.' Animal waste may be applied to land that has a Resource
Management System (RMS) or an Alternative Conservation System
(ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips
will be used where runoff leaves the field. These filter
strips will be in addition to "Buffers" required by DEM.
(See FOTG Standard 393 - Filter Strips and Standard 390
Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when the
wind is blowing.
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" in
the NRCS Technical Reference - Environment file for guidance.
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or
to surface waters and in a method which does not cause drift
From the site during application. No ponding should occur
in order to control conditions conducive to odor or flies
and to provide uniformity of application.
S.' Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Primal waste shall be applied on actively growing crops in
such a manner that no more than 20 to 25 percent of the leaf
area is covered.

10.
1 WASTE UTILIZATION PLAN PAGE 8
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 a
crop on bare soil.
11. Animal waste shall not be applied closer than 25 feet to
surface water. This distance may be reduced for waters that
are not perennial provided adequate vegetative filter strips
are present. (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.
16.
18.
19.
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 should not be
applied on grassed waterways that discharge into water
courses, except when applied at agronomic rates and the
application causes no runoff or drift from the site.
Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into
the animal waste management system.
Lagoons and other uncovered waste containment structures
must maintain a maximum operating level to provide adequate
storage for a 25-year, 24-hour storm event in addition to
one (1) foot mandatory freeboard.
A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments,
berms, pipe runs, etc.). If needed, special vegetation
shall be provided for these areas and 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. Lagoon berms and structures
should be inspected regularly for evidence of erosion, leakage
or discharge_
If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and imple-
menting a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
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.

.4, j J
WASTE UTILIZATION PLAN PAGE 9
NAME OF FARM: RACKLEY FARM
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the ap-
proved 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/or storage system or construction of new
facilities will require a new utilization plan and a new certification
to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year 1-day storm event. I also cer-
tify that the waste will be applied on the land according to this
plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: POPE BROTHERS FARMS INC.
SIGNATURE DATE: [ C `
NAME OF MANAGER (i� different from owner):
please print
SIGNATURE:
DATE:
NAME OF TECHNICAL SPECIALIST: Wilson Spencer
AFFILIATION: NRCS
ADDRESS (AGENCY): 84 County Complex Rd.
Clinton NC 28328
SIGNATURE: 6 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 storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
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 25 year rainfall will not
tia actor -to consider in an annual pumping cycle, but this- storaga
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, 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. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When recharging 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 52.8 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 50.7 . This temporary
storage, less 25 yr- 24 hr storm, contains 250196 cubic feet or
1871463 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. 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. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass -vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
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 earthf ill 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 will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using 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 1.6 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL, OR FULL) ARE- 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 SCS approved material (ie - CL,SC, CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
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
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and 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. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most 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 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(rocks)
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
shown on a typical cross section in
cutoff trench shall be determined by
materials.
VEGETATION:
under the embankment area when
the plans. The final depth of the
observation of the foundation
All exposed embankment and other bare constructed areas shall be seeded
to the plannad-xyp=�-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 tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
24.0 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
120.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. 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.

PLAN OF EXCAVATED WASTE STORAGE PIT
HAMS: IFo e, -o p,is ur... Date: 4 qs-
county :
C/
Address: r• --� n
SQ
%47M
1
a � W
dw ,e
w
Use of fa
capacity:
Sail Type
Dench Mar
foe N W f n. 10 1- o 4-
a of aost 3 re t �
1 �
=mow �r �� �.►w� r r f
tn. foil" IELIV. �
Bottom
Normal Liquid Lrvel
Storage for normal Precip.
Kati mm Liquid Lavel
25 yr. Storm StoragQ
crest ESW
Sax . Pi oY Depth
Freeboard
Top of Dam
IMMM
Elev.3.8
Elev.
(+) Ft.
Elev.
(+)
Elev.
{+) Ft.
Elev. 7.s

Cniif balloiil: ISi>; 1'l i nM;
'I'YI'lCAI, VIEW OF A ONE.STAG LAGOON SYSTRA
'rop Wiatll
settlod Top Elevation 5 S/
Pipe invert MevaLion
,
I;a ss 3 = r ss 3
'1 REA'f MINT
+ L.AGOON
n.,.,r I. _ I , .S
" Pipe (Necuc. Lu I;e acloquatc_ly
suhporced) C/
hottom 111vvation [ 'S
NOTE: RIP -RAP, FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL WILL BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER
1

.20
00
40
L . 30
;1.30
130
80
90
Plot of all data for the surface:
Existing
Project: POPE BROTHERS #4
Drawing: B EACH 880 FINISHING
Number:
Location:
Bid Data;
Engineer:
Owner*.
Estimator:
Prepared by: using Sitework

imetsr
Contour plot of
Existing
Project: POPE BROTHERS #4
Drawing: B EACH 880 FINISHINQ
Number:
Locations
Bid Date3
Englneer:
Owner:
Estimator:
Prepared bU: using Sitework

Swine Confinement
Building
Fi`Ished Floor Elev
1'"�+wwi Sump
Top Pad Elev. 54 • a7
8" Pipe
Invert Elev.
TYPICAL CROSS-SECTION
Single Stage Lagoon -Pit Recharge Design
s��aN County
PC, PC--= R2 ---
Settled Top Dam Elev. ssA sq-
Add 5% Settlement
Constructed Top Dam
Total Design Storage Elev. s¢
>; Invert Outlet Pipe Elev.
{ Stop Pump Elev. _
l Bottom Elev. 4�. s4- �z,_ �✓
,
Support post �- N
Natural Ground
1.6 FT. -DESIGN MIN. CLAY LINER THICKNESS
areas of unsuitable material encountered during construction
of lagoon slopes and bottom will be excavated below grade (tor
the minimum clay liner thickness), backfilled (with approved soil
material) & compacted (to clay liner construction specifications
in design)..... see soils investigation
©.oft.
U'Core 1
LMIN
Trench;
Remove overburden material and
establish embankment/core on firm
soil material.... see soils investigation
n Hnrinn Nnr'S rmri

Orientation: -46.0 Z Magnification: 33.2 Inclinations 20.0
64.0
63.0
62.e
61.6
60.0
49.0
4e.e
47.0
Lower Laf'
3D Mash Surface
Existing
Project: POPE BROTHERS *4
Drawing: 6 EACH 880 FINISHING
Number:
Location:
Bid Data:
Engineer:
Owner:
Estimator:
Prepared bit: using Sitework
30 Mesh Surface

Orientation! -46.0
so. e
66.0
64.0
62.0
60.0
48.0
46.0
44.0
42.0
Lower Left
Z Magnification: 16.6 Inclination: 20.0
P
f UIRI
F r
5- t; -L z
Est
3D Mash Surface
Balanced
Project: POPE BROTHERS 04
DrawinUt 6 EACH 880 FINISHING
Numbart
Location!
Bid Data:
Engineer:
Ownerl
lEstimator:
IPrepared bW: using Sitawark
3D Mash Surface

Fill shr k/swell percent: 30.00 Cut shrink/swel" iercent: 0.00
Iterating to balancing within 10.0 cubic yards...
delta
Cute
CUT - FILL
0.00
31024.82
23813.42
7211.40
0.64
28298.10
29664.22
-1366.12
0.54
28728.76
28727.70
1.06
0.54
VE8728.441
28 228.41
0.03
Raise "Proposed" by
0.54 feet.
New surface called
"Balanced" has been
_
-------------------------------
created.
--#4--
K--T40M :71415 00L )MM 1�m Nor 7-,ty"L)br- ANy
Project: POPE
BROTHERS
dDvF-RcLrr Ft�L Lt4ag W DRAINAGE,
Drawing: 6
EACH 880 FINISHING
)�.ccRAS RoADS� 7ETC,
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by:
using Sitework

4-31;64................ ......... ................... ...... ..........................................................*43
Z6403
........ ..............................................4...............................................................................................................................
............................................................................................................... .............
WCA 1e Dauli
Plot of all data for the surface:
Balancer!
Project: POPE BROTHERS #4
Drawing: 8 EACH 888 FINISHING
Numbar:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by:
wing Sitawork
60.74
�.54
si. i4
6 64
.64
4.54
?��inter

i
ALL WAtkW4`1
%a' ) EL. 56.37
............................................
t........................................................... ....
e•6fr:64............................. ............
450'
3', 1 S tD E SLoPES
g dTrt,�n F-L. A.3. 54
.a
m
.....1.�'F'....�:.....r�-',�-r .............i 4.64
.................................................................................
Aauliaht erimatsr
(Plot of the contour data for the surface:
Balanced
P oject: POPE BROTHERS 04
Di -awing: 6 EACH 880 FINISHING
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

ter
Plot of the sloping lines for the surface:
Balanced
Project: POPE BROTHERS 04
Drawing: 6 EACH 880 FINISHING
Number:
Location:
Bid Oats:
Engineer:
Owner:
Estimator:
Prepared bU: using Sitswork

55 . ca4-
.
5 5. 0 4--
65
w
4
r•
n
M
M¢
S4. Bi)
54 .87i
54.8 7
a:3T
64
Plot of the sloping lines for the surface:
Balanced
Project: POPE BROTHERS #4
Drawing! 6 EACH B80 FINISHINQ
Number:
Location:
Bid Date:
Engineer:
Owner.,
Estimator:
Prepared by: using Sitework
.04
87

. 84
101
1. 8 i'
Plot of the sloping lines for the surface:
Balanced
Project: POPE BROTHERS #4
Drawing: B EACH 880 FINISHING
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitswork

POPE BROTHERS #4: 6 EACH 880 FINISHING: Balanced 04 DEC 95 2:06 PM

58.00
56.00
54.00
52.00
50.08
48.00
46.00
44.00
1
r ti
r�
Existing i r 1 ---------------------- ............................
I•� 1 i
r•. I I
........ ..................................................................... ............................... .................................................................,..........,.......................................{......... ..................................... ...
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1 .
I
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...........
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............................................................. ............................ .........................................................
............. I . I �
.............. ........._...-.-•---._._._..._....._._._._..,_,...._...
42. 00 '
(338. 04, 112. IS)
i POPE BROTHERS 04: 6 EACH 880 FINISHING
(698.39)
(335.72,718.67)
04 DEC 96 2:05 PM

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