780045_CORRESPONDENCE_20171231

NORTH CAROLINA
Department of Environmental Qual

State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
November 13, 1996
Sandy Evans
Sandy Evans 13-20
RR 1 Box 306
Fairmont NC 28340
SUBJECT: Operator In Charge Designation
Facility: Sandy Evans 13-20
Facility ID#: 78-80
Robeson County
Dear Mr. Evans:
1 @.
EDF_:HFZ
Rf�EIYE®
NOV 19 1996
FAY 1 11 EVILLE
REG. OFTME
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study
Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1, 1997. The owner of each animal waste management system must submit a
designation form to the Technical Assistance and Certification Group which designates an
Operator in Charge and is countersigned by the certified operator. The enclosed form must be
submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on -going basis in many counties throughout the state for
the past several months and will continue to be offered through December 31, 1996.
Thank you for your cooperation. If you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 91gn33-0026.
Sincerely,
A. Preston Howard, Jr., P. tar
Division of Water Quality
Enclosure
cc: Fayetteville Regional Office
Water Quality Files
P.O. Box 27687, W 4CRaleigh, North Carolina 27611-7687 An Equal Opportunity/Affirmative Action Employer
Voice 919-715-4100 - 50% recycled/100% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Sandy Evans
RR I Box 306
Fairmont, NC 28340
Dear Sandy Evans:
April 23, 1997 APR 2 9 1997
FAYETTEVILLE
REG. OFFICE
Subject: Application No. 78-80
Additional Information Request
Animal Waste Operation
Robeson County
The Permits and Engineering Unit has completed a preliminary engineering review of the subject
application. Additional information is required before we can continue our review. Please address the
following by May 27, 1997:
I) Missing directions in Farm Location under section 11.5 of the Non -discharge permit
application form.
2) Missing information on the Number of Lagoons and Total Capacity under section I1.4 of the
Non -discharge permit application form.
3) The number of animals indicated on the application form should match with the number of
animals as specified in the Animal Waste Management plan certification for this facility.
Please reference the subject permit application number when providing the requested information.
All information should be signed, sealed, and submitted in duplicate to my attention at the address
below. The information requested by this letter, must be submitted on or before May 27, 1997, or the
Division will return your application as incomplete in accordance with 15A N.C.A.C. 2H .0200 and your
facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid
permit is a violation of North Carolina General Statute 143-215.1 and will subject you to the enforcement
authority of the Environmental Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 363.
Sincerely,
J.R. Joshi
Soil Scientist
State Engineering Review Group
cc: Fayetteville Regional Office, Water Quality
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 509/6 recycled/ 100/6 post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Sandy Evans
Sandy Evans 13-20
RR I Box 306
Fairmont NC 28340
Farm Number. 78-80
Dear Sandy Evans:
February 24, 1997 R i
V 0 2 4 1997
PAY F. ri Fy:L!_
lz-
REG. CAFFICE
You are hereby notified that Sandy Evans 13-20, in accordance with G.S. 143-215.1OC, must
apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your
farm has thirty (30) days to submit the attached application and all supporting documentation. In
accordance with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section
19(c)(2), any owner or operator who fails to submit an application by the date specified
by the Department SHALL NOT OPERATE the animal waste system after the specified
date. Your application must be returned within thirty (30) days of receipt of this letter. Failure to submit -
the application as required may also subject your facility to a civil penalty and other enforcement actions
for each day the facility is operated following the due date of the application.
The attached application has been partially completed using information listed in your Animal
Waste Management Plan Certification Form. If any of the general or operation information listed is
incorrect please make corrections as noted on the application before returning the application package. The
signed original application, one copy of the signed application, two copies of a general location map, and
two copies of the Certified Animal Waste Management Plan must be returned to complete the application
package. The completed package 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, NC 27626-0535
If you have any question concerning this letter, please call Andy Oakley at [phone]
extension 533 or Ed Buchan with the Fayetteville Regional Office at [phone]
1% A. Preston Howard, Jr., P.E.
cc: Permit File
Fayetteville Regional Office
P.O. Box 29535. Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled! 100% post -consumer paper

i
7/21/98
Mr. Jeffery Brown
Environmental Engineer
225 Green St.
Suite 714
Fayetteville, NC 28301-5043
Dear Mr. Brown:
RECEIVED
,il)[ 2 7 1998
FAY-MEVI LUz-
REG. OFFICE -
This is in response to your letter of July 2, 1998 regarding the corrective action plan
needed to bring faun number 7845 into compliance. I have started correcting the items listed in
your letter and they are as follows:
1. The trees will be removed from the banks of the newer lagoon in order to
prevent any type of structural damage.
2. I have contacted the technical specialist about correcting the erosion
problems around buildings.
3. David Hedgepeth from NRCS is working on adding the additional acreage.
I will notify you as soon as all these corrections are completed. Thank you very much for
all your assistance.
Sincerely,
Z
Sandy Evans

' NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
FAYETTEVILLE REGIONAL OFFICE
DIVISION OF WATER QUALITY
July 2, 1998
CERTIFIED MAIL
RETURN RECEIPT REQUESIED
Sandy Evans
1305 Marietta Rd.
Fairmont, NC 28340
SUBJECT: NOTICE OF DEFICIENCY
Sandy Evans
Registration No. 78 - 45
Robeson County
Dear Mr. Evans:
On May 29, 1998, star from the Fayetteville Regional Office of the Division
of Water Quality inspected the Sandy Evans 19-20 Farm swine facility. It was
observed that there was several small trees around the inside and back slopes of
the newer lagoon. The older lagoon also contained large trees along the top and
the back slopes of the lagoon dike. There was some erosion problems observed
along the edges of the buildings that need to be addressed. It was also noted that
waste had been applied to approximately a four acre field that was not in the
Certified Animal Waste Management Plan (CAWMP).
In regard to the deficiencies noted during the inspection, the following actions
are requested:
1. Remove the emerging trees from the banks of the newer lagoon to prevent any
type of structural damage. Consult with a technical specialist concerning the
removal of the larger trees on the dikes of the older lagoon. At time of inspection
Mr. Evans stated that the technical specialist expressed that It would be more
harmful to the structure to remove the trees than to just simply allow them to
remain in place. If this is the case, a letter from the technical specialist concerning
this matter needs to accompany the CAWMP.
225 GREEN STREET, SUITE 714, FAYETTEVILLE, NORTH CAROLINA 28301-5043
PHONE [phone] FAX PIO-486-0707
AN EQUAL OPPORTUNITY / AFFIRMATIVE AC71oN EMPLOYER - 50% RECYCLED/I 0% POST -CONSUMER PAPER

Page 2
Sandy Evans 19-20
July 2, 1998
2. Consult with a technical specialist for assistance in regards to correcting the erosion problems
around the buildings.
3. Contact a technical specialist in order to update CAWMP to include the additional four acre field
if waste is going to be applied on this field in the future.
Please provide a written response to this office on or before July 24, 1998 regarding corrective
actions taken or planned. Nothing in this letter should be taken as absolving this facility of the
responsibility and liability of any violations that have or may result from these deficiencies. If you
have any questions concerning this matter, please call Jeffery Brown, at [phone].
Sincerely,
Jeffery Brown
Environmental Engineer
cc: Operations Branch
Central Files
Audrey Oxendine - FRO DSWC
Ed Holland - Robeson Co. MRCS
Prestage Fauns

Waste utilization Plan
Producer, Sandy Evans
Name of Farm: Sandy Evans 19-20
Location: 1305 Marietta Rd.
Fairmont NC 28340
Phone: [phone]
Type of Operation: Feed -Finish
Number of Animal: 1270
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year:
Amount of plant available N (PAN) produced/year:
County: Robeson
DEN-R- FRO
MAY 1-o mi
2413 tonlyear
2921 Ibs.lyear
DWQ
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

Sandy Evans 19-20
Page 2
could allow additional waste to be applied. Provisions shall be made for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production. This
waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission,
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No,
Field No.
Soil Type
Crop
Code
Yield/Ac
Lbs, N
unit
Acres
Lbs N
Used
Month to
Apply
Lbs. N
Per Ac,
7054
1
Wa ram
CB -Graze
4.1
50
5.47
1121
MAR-SEP
205
7054
1
Wa ram
OS -Graze
1
50
5.47
274
OCT-MAR
50
7054
2
Norfolk
CB -Graze
4.6
50
0.68
156
MAR-SEP
230
7054
2
Norfolk
OS -Graze
1
50
0.68
34
OCT-MAR
50
7054
3
Norfolk
SA
1
110
3.57
393
MAR15-AUG
110
7054
3
Norfolk
WA
1
100
3.57
357
SEP-MAR
100
7054
4
Norfolk
SA
1
110
1.80
198
MAR15-AUG
110
7054
4
Norfolk
WA
1
100
1.80
180
SEP-MAR
100
7054
5
Norfolk
SA
1
110
2.17
239
MAR15-AUG
110
7054
5
Norfolk
WA
1
100
2.17
217
SEP-MAR
100
7054
6
Norfolk
SA
1
110
2.18
240
MAR15-AUG
110
7054
6
Norfolk
WA
1
100
2.18
218
SEP-MAR
100
7054
7
Norfolk
SA
1
110
2.15
237
MAR15-AUG
110
7054
7
Norfolk
WA
1
100
2.15
215
SEP-MAR
100
7054
8
Norfolk
SA
1
110
2.11
232
MAR15-AUG
110
7054
8
Norfolk
WA
1
100
.2.11
211
SEP-MAR
100
7054
9
Norfolk
SA
1
110
2.65
292
MAR15-AUG
110
7054
9
Norfolk
WA
1
100
2.65
265
SEP-MAR
100
7054
10
Norfolk
SA
1
110
3.48
383
MAR15-AUG
110
7054
10
Norfolk
WA
1
100
3.48
348
SEP-MAR
100
7054
11
Norfolk
SA
1
110
4.10
451
MAR15-AUG
110
7054
11
Norfolk
WA
1
100
4.10
410
SEP-MAR
100
7054
12
Norfolk
SA
1
110
3.53
388
MAR15-AUG
110
7054
12
Norfolk
WA
1
100
3.53
353
SEP-MAR
100
7054
13
Norfolk
SA
1
110
0.41
45
MAR15-AUG
110
7054
13
Norfolk
WA
1
100
0.41
41
SEP-MAR
100
7054
14
Norfolk
SA
1
110
1.47
162
MAR15-AUG
110
7054
14
Norfolk
WA
1
100
1 1.47
147
SEP-MAR
100
Total 35.77 7805lbs.
CB -Graze = Coastal Bermuda (Graze) Available Nitrogen 2921 lbs.
OS -Graze = Coastal Bermuda Overseeded (Graze) Surplus or deficit -4884 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.

Sandy Evans 19-20 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.
nXillit3:11"i SWOT -We 'Zi
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 457 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 2286 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 8
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 18
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that
runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water
droplet size, and organic solids. The application amount should not exceed the available water holding capacity

Sandy Evans 19-20
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 inlhr
Applic,
Amount
7054
1
Wa ram
CB -Graze
0.5
1.0
7054
1
Wa ram
OS -Graze
0.5
1.0
7054
2
Norfolk
CB -Graze
0.5
1.0
7054
2
Norfolk
OS -Graze
0.5
1.0
7054
3
Norfolk
SA
0.5
1.0
7054
3
Norfolk
WA
0.5
1.0
7054
4
Norfolk
SA
0.5
1.0
7054
4
Norfolk
WA
0.5
1.0
7054
5
Norfolk
SA
0.5
1.0
7054
5
Norfolk
WA
0.5
1.0
7054
6
Norfolk
SA
0.5
1.0
7054
6
Norfolk
WA
0.5
1.0
7054
7
Norfolk
SA
0.5
1.0
7054
7
Norfolk
WA
0.5
1.0
7054
8
Norfolk
SA
0.5
1.0
7054
8
Norfolk
WA
0.5
1.0
7054
9
Norfolk
SA
0.5
1.0
7054
9
Norfolk
WA
0.5
1.0
7054
10
Norfolk
SA
0.5
1.0
7054
10
Norfolk
WA
0.5
1.0
7054
11
Norfolk
SA
0.5
1.0
7054
11
Norfolk
WA
0.5
1.0
7054
12
Norfolk
SA
0.5
1.0
7054
12
Norfolk
WA
0.5
1.0
7054
13
Norfolk
SA
0.5
1.0
7054
13
Norfolk
WA
0.5
1.0
7054
14
Norfolk
SA
0.5
1.0
7054
14
Norfolk
WA
0.5
1.0

Sandy Evans 19-20
Page 5
This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the
crop is not over applied. In many situations the application amount shown cannot be applied because of the
nitrogen limitations. The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION

Page 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Sandy Evans 19-20
Owner/Manager Agreement Sandy Evans
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:,, Sandy Evans
Signature:
Name of Manager (I different from owner)
Signature:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329
Signature'.• C 8�
Dated 3 ! [
Date:
Date: 513 E ,

Waste Utilization Plan
Producer:
Sandy Evans
Name of Farm:
Sandy Evans 19-20
Location:
1305 Marietta Rd.
Fairmont NC 28340
Phone:
910-628-6498
Type of Operation:
Feed -Finish
Number of Animal:
1270
Storage Structure:
Anaerobic Lagoon
Method of Application:
Irrigation
Amount of waste produced per year:
Amount of plant available N {PAN} produced/year:
county: Robeso►*— REG�l11ED
RECEIVED / DENR / DVVIQ ALP 6 2
Aquifer Protection Section
APR 0 12009
_��
2413 ton/year
2921 Ibs./year
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface water and/or groundwater. The plant nutrients in the animal waste
should be used to reduce the amount 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

Sandy Evans 19-20
Page 2
could allow additional waste to be applied. Provisions shall be made for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production. This
,- waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No.
Field No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
054
1
Wagrarn
CB -Graze
4.1
50
5.47
1121
MAR-SEP
205
7054
1
Wa ram
OS -Graze
1
50
5.47
274
OCT-MAR
50
7054
2
Norfolk
cB-Graze
4.6
50
0.68
156
MAR-SEP
230
7054
2
Norfolk
OS -Graze
1
50
0.68
34
OCT-MAR
50
7054
3
Norfolk
SA
1
110
3.57
393
MAR15-AUG
110
7054
3
Norfolk
WA
1
100
3.57
357
SEP-MAR
100
7054
4
Norfolk
SA
1
110
1.80
198
MAR15-AUG
110
7054
4
Norfolk
WA
1
100
1.80
1801
SEP-MAR
100
7054
5
Norfolk
SA
1
110
2.17
239
MAR15-AUG
110
7054
5
Norfolk
WA
1
100
2.17
217
SEP-MAR
100
7054
6
Norfolk
SA
1
110
2.18
240
MAR15-AUG
110
7054
6
Norfolk
WA
1
100
2.18
218
SEP-MAR
100
7054
7
Norfolk
SA
1
110
2.15
237
MAR15-AUG
110
7054
7
Norfolk
WA
1
100
2.15
215
SEP-MAR
100
7054
8
Norfolk
SA
1
110
2.11
232
MAR15-AUG
110
7054
8
Norfolk
WA
1
100
2.11
211
SEP-MAR
100
7054
9
Norfolk
SA
1
110
2.65
292
MAR15-AUG
110
7054
9
Norfolk
WA
1
100
2.65
265
SEP-MAR
100
7054
10
Norfolk
SA
1
110
3.48
383
MAR15-AUG
110
7054
10
Norfolk
WA
1
100
3.48
348
SEP-MAR
100
7054
11
Norfolk
SA
1
110
4.10
451
MAR15-AUG
110
7054
11
Norfolk
WA
1
100
4.10
410
SEP-MAR
100
7054
12
Norfolk
SA
1
110
3.53
388
MAR15-AUG
110
7054
12
Norfolk
WA
1
100
3.53
353
SEP-MAR
100-
7054
13
Norfolk
SA
1
110
0.41
45
MAR15-AUG
110
7054
13
Norfolk
WA
1
100
0.41
41
SEP-MAR
100
7054
14
Norfolk
sA
1
110
1.47
162
MAR15-AUG
110
7054
14
Norfolk
wA
1
100
1.47
147
SEP-MAR
100
Total 35.77 7805lbs.
CB -Graze = Coastal Bermuda (Graze) Available Nitrogen 2921 lbs.
OS -Graze = Coastal Bermuda Overseeded (Graze) Surplus or deficit -4884 lbs.
WA =venter Annual SA = Su'•,wci' Arj'Na.l
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.

Sandy Evans 19-20 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 fanners in some parts of North Carolina to have a nutrient management plan that
addresses all nutrients. This plan only addresses nitrogen.
In interpianted 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 457 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 2286 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayiand at the rate of 300 lbs/acre you will need 8
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 18
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that
runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water
droplet size, and organic solids. The application amount should not exceed the available water holding capacity

Sandy Evans 19-20
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 ir-rigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rate in/hr
Applic.
Amount
7054
1
Wa ram
ce-Graze
0.5
1.0
7054
1
Wagram
os-Graze
0.5
1.0
7054
2
Norfolk
cB-Graze
0.5
1.0
7054
2
Norfolk
os-Graze
0.5
1.0
7054
3
Norfolk
SA
0.5
1.0
7054
3
Norfolk
wA
0.5
1.0
7054
4
Norfolk
SA
0.5
1.0
7064
4
Norfolk
wA
0.5
1.0
7054
5
Norfolk
SA
0.5
1.0
7054
5
Norfolk
wA
0.5
1.0
7054
6
Norfolk
SA
0.5
1.0
7054
6
Norfolk
WA
0.5
1.0
7054
7
Norfolk
SA
0.5
1.0
7054
7
Norfolk
wA
0.5
1.0
7054
8
Norfolk
SA
0.5
1.0
7054
8
Norfolk
wA
0.5
1.0
7054
9
Norfolk
5A
0.5
1.0
7054
9
Norfolk
wA
0.5
1.0
7054
10
Norfolk
SA
0.5
1.0
7054
10
Norfolk
wA
0.5
1.0
7054
11
Norfolk
SA
0.5
1.0
7054
11
Norfolk
wA
0.5
1.0
7054
12
Norfolk
SA
0.5
1.0
7054
12
Norfolk
wA
0.5
1.0
7054
13
Norfolk
SA
0.5
1.0
7054
13
Norfolk
wA
0.5
1.0
7054
14
Norfolk
SA
0.5
1.0
7054
14
Norfolk
wA
0.5
1.0

Sandy Evans 19-20
Page 5
This is the maximum applicafion amount allowed for the soil assuming the amount of nitrogen allowed for the
crop is not over applied. In many situations the application amount shown cannot be applied because of the
nitrogen limitations. The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION

Page 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Sandy Evans 19-20
Owner/Manager Agreement Sandy Evans
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: n SAndv Evans
Signature:
Name of Manager ("ifferent from owner)
Signature:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc.
Address: P.O. Box 438
Clinton, NC 28329
Phone: [phone]
Date: 811, to 5
Date:
Signature: -A La,— L __ Date: Ia o 5

Sandy E
Scab "�^..'
vans 1
100'

t
Sheet(
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Evans Farm 1
Address: 1305 Marietta Rd.
Fairmont, NC 28340
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres) Soil Tvne Slone % Croo(s)
County: Robeson
Date: 7/25/2005
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
(Inlhr)
(inches) Comments
1
5.47
<5
Bermuda, Small Grain
0.5
.5-1
*change in arc required
2
0.68
<5
Bermuda, Small Grain
0.5
.5-1
*change in arc required
3
3.57
<5
Summer, Winter Annual
0.5
.5-1
*change in arc required
4
1.8
<5
Summer, Winter Annual
0.5
.5-1
*chan a in arc required
5
2.17
<5
Summer, Winter Annual
0.5
.5-1
6
2.18
<5
Summer, Winter Annual
0.5
.5-1
7
2.15
<5
Summer, Winter Annual
0.5
.5-1
8
2.11
<5
Summer, Winter Annual
0.5
.5-1
9
2.65
<5
Summer, Winter Annual
0.5
.5-1
10
3.48
<5
Summer, Winter Annual
0.5
.5-1
*change in are required
11
4.1
<5
Summer, Winter Annual
0.5
.5-1
12
3.53
<5
Summer, Winter Annual
0.5
.5-1
13
0.41
<5
Summer, Winter Annual
L 0.5
.5-1
*change In arc required
14
1.47
<5
Summer, Winter Annual
0.5
.5-1
*change in arc required

Acreage calculations
Pull No.
Width
Length
Start Stop
1
235
900
0.61
2
190
85
0.305
3
218
601
0.37
4
188
293
0.35
5
220
269
0.44
6
220
272
0.44
7
220
265
0.44
8
220
258
0.44
9
223
355
0.45
10
188
678
0.36
11
220
651
0.44
12
220
538
0.44
13
110
0
0.22
14
125
362
0.24
Total Acres
0
5.47
0
0.68
0.19
3.57
0.19
1.80
0.37
2.17
0.37
2.18
0.37
2.15
0.37
2.11
0.38
2.65
0.19
3.48
0.37
4.10
0.37
3.53
0.19
0.41
0.19
1.47
35.75

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
October 1, 2004
OCT 15 2004
Sandy Evans
Sandy Evans 19-20
1305 Marietta Road OENR-FAYEM1.1EREGIONAL OFRCE
Fairmont NC 28340
Subject: Certificate of Coverage No. AWS780045
Sandy Evans 19-20
Swine Waste Collection, Treatment,
Storage and Application System
Robeson County
Dear Sandy Evans:
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-28).
In accordance with your application received on March 10, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Sandy
Evans, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS780045 which expires October 1, 2004.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Sandy Evans 19-20, located in Robeson County, with an animal capacity of no
greater than an annual average of 1270 Feeder to Finish swine and the application to land as specified in
the facility's Certified Animal Waste Management Plan (CAWMP). 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. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
spccified 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. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous 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 k_eepiinn
and monitoring conditions in this permit.
Aquifer protection Section — Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] / FAX: [phone] Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/1 0% Post Consumer Paper
One
Naturally

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 2H .0225(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.
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
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Duane Leith at [phone].
Sincerely,
L/
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG 100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Robeson County Health Department
Robeson County Soil and Water Conservation District
Permit File AWS780045
APS Central Files

State of North Carolina
IT41
r Department of Environment
•
2
and Natural Resources
--, ,
REUE
o
Division of Water Quality
1 VED
James B. Hunt, Jr., Governor
4PR 13 2000
NCDENR
Bill Holman, Secretary
FA)�rl
NORTH CAROLINA DEPARTMENT OF
Kerr T. Stevens, Director
RiELLE
�, OFFICE
ENVIRONMENT AND NATURAL RESOURCES
April 7, 2000
Sandy Evans
Sandy Evans 19-20
1305 Marietta Road
Fairmont NC 28340
Subject: Certificate of Coverage No. AWS780045
Sandy Evans 19-20
Swine Waste Collection, Treatment,
Storage and Application System
Robeson County
Dear Sandy Evans:
In accordance with your application received on November 17, 1999, we are forwarding this Certificate
of Coverage (COC) issued to Sandy Evans, authorizing the operation of the subject animal waste
collection, treatment, storage and land application system in accordance with General Permit
AWG100000. This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the Sandy Evans 19-20 Farm, located in Robeson County, with
an animal capacity of no greater than 1270 Feeder to Finish and the application to land as specified in
the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. 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, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
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 143-2I5.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request
shall be made within 30 days of notification by the Division.
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS780045
Sandy Evans 19-20
Page 2
This COC is not automatically transferable. A name/ownership change application must be submitted to
the DWQ prior to a name change or change in ownership.
If any parts, requirements, or Iimitations contained in this COC are unacceptable, you have the right to
apply for an individual non -discharge permit by contacting the engineer listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
The subject farm is located in the Fayetteville Regional Office. The Regional Office Water Quality Staff
may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Dianne Thomas at [phone] ext. 364.
Sincerely,
Kerr T. Stevens
cc: (Certificate of Coverage only for all cc's)
Robeson County Health Department
[FayetteviIle_Region-Gffice, Water Quality Section
Robeson County Soil and Water Conservation District
Permit File
NDPU Files

`1171H" WASTE Y.ANAGZ'_,:17T PLa1i CERTIFICATION FOR EdISTING FEEDLOTS
Please retu= the completed form to the Di vision of Environmental Management at
the address on the reverse side of this form_ F
Flame of farm (Please print)) Sandy Evans 4 -4-
Mailing Address:,RR 1 Sox 306,Fairmont_, NC 2834
Phone No.: dU) bZ6-b4 6
County°
(cif arm)
Farm location: Latitude and Longitude: 342ZZ 44 /79° p$ 28 (required). Also,
please attach a copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.); Swine
Design capacity(nuinher of animals) : �712-useFeeder-Finish (
Average size of operation (12 month population avg.): 1 7 �^
Average acreage needed for land application of waste (acres): 8
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the
existing ariimal waste management system for the farm named above has an animal
waste management plan that meets the 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: minimum separations (buffers); adequate quantity and amount of land
for waste utilization (or use of third party); access or ownership of proper
waste application equipment; schedule for timing of applications; application
rates; loading rates; and the control of the discharge of pollutants from
storm -water runoff events less severe than the 25-year, 24-hour storm.
Name of Technical Specialist (Please Print): David Hedgpeth
Affiliation (Agency); Natural Resources Conservation Service
Address: 440 Caton Rd., Lumberton, NC 28358 _ phone No. (910) 739-547$
Signature: AZ cxl Date:
nna=c=cca======a..arxavaa==savaaaaaa=aaaaaaanena==n===a ova
Owner/.wager Ag`semant
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any. expansion to the existing design capacity
of the waste treatment and storage system or construction of new facilities will
require a new certification to be submitted to the Division of Environmental
Management before the new animals are stocked. I (we) also understand that there
must be no discharge of animal waste from this system to surface waters of the
state either directly 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 i,and Corner Please rint): Sandy Evans _
Signature: if—`� L� Date:
Name of Manage=,different from owner (Please print):
Signature:-- _ _ ._ Date:
Hs1&: A change in land ownership requires notification or a new certification
(if the approved plan is changed) within.60 days of a title transfer.
DEM USE ONLY: ACE# EQ0 D1
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Animal Waste Management Plan Certification
or vrint aU intormauon that does not reouire a sienature
Name of Farm: 514 Ald y FUr4 AIS _ Facility No:
Owner(s) Name: if F U_4 A/S Phone No: Flo - � 7-
Mailing Address:�3 C •� i-e�i
Farm Location: County Farm is located in: Ro be- s
Latitude and Longitude: -342' 32 44- I ? 08 zB N Integrator Pl-e ,e
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): I '7n i1c &lee of /Y�A9 %a��_ �y _.ro
--
r -57P Z Z 1717
Operation Description:
Type of Swine No. of Animals
0 Wean to Feeder
E'Peeder to Finish / 2'7D
0 Farrow to Wean
0 Farrow to Feeder
0 Farrow to Finish
0 Guts
l Rnare
Type of Poultry No. of Animals Type of Cattle
❑ Layer
❑ Pullets C E I V� B of
No. of Animals
111 :u)"q
Other Type of Livestock Number of Animals:.
JA�rF:;R UAL! I T r/ sEcTIcr1
r -
OtD
...M. �.:.r:.fi:... Y..... .r.:x.,..:... :%.:{ . .. -.. ...... .u...:. .m .::: �:: vi::-:i: i.j;;{::n`'.'J.G.-:.Y::: .:ii•{}I:_.".: isio
_ .. .. ...Y.:••�`.,-.x.:.,.:.. �r-.:..:,,F:.:.:^. ": �:: ...:n.: ];%^!-'1.:: :-........ x.'.inY /- ":!b•._J:'A!w _ ..F..t'T;:::,y`
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fY.'
r. .'.:. Y.� ::: )::r` 'i::.2:::2Y:y ^::`. .::+'}J<'•'.: x..x.:G:-:t:.w�r:: .;{r: • r, r.... ..N...n: C'.^.:a.: ... .... err.
:..•ti.:
..
.r.w:M.
+."!-. - .::: ..K. .JF.-:.}itirr}, i'^:?''Y ..'Ed}:-::}. -. {:^`;..wry.•-:}: :.y+rLi
.. a.:... ...L: Y.::: .: ...::�.:.L„•:{.... !.___.. _..vr �-::9:{`"�.:-•..-:. j'r. ,..:i-.-.N.-: _ _^.'� .tit-:{i-:.:: .{•t.: c:.a:...
-:rr. ,�ytt....,-,a: .,-�. �z'::iy . r'�•' ::;�{s 'awn.:.: .;-'!
Acreage Available for Application 91.4 Required Acreage: '1' G
Number of Lagoons I storage Ponds: Total Capacity:.2 BG I Cubic Feet (ft'')
.Are subsurface drains present on the farm: YES or S (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner 1 Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation
and maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of
animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the
application of animal waste. I (we) understand. that ram -off of pollutants from lounging and heavy use areas must be
minimized using technical standards developed by the Natural Resources Conservation Service. The approved plan will be
filed at the farm and at the office of the local Soil and Water Conservation District I (we) know that any modification
must be approved by a terhmc2I specialist and submitted to the soil and Water Conservation District prior to
implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved
plan is changed) within 60 days of a title transfer.
Name of Land Owner. —� 4 /✓ �� 1114 A4;- r
yy.f,7p n;JA_ Date:
Name of Manager(i5ilifferent from owner): _ r, •,Qj 4'=C l
Signature: Date:
Non-Dischzrge
AWC August I, 1997 1 F9�Ts%.itr�

tsi ment
existing facility with existing, waste_annlication equipment (WCTp or n
Animal waste application equipment specified in the plan has been either field calibrated or
evaluated in accordance with existing design charts and tables and is able to apply waste as
necessary to accommodate the waste management plan: (existing application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates, a -schedule for timing of applications has been established; required
buffers can be maintained and calibration and adjustment guidance are contained as part of the
plan).
❑ New or expanded facili • or existing acility without existing waste application eoui ent (I)
Animal waste application equipment specified in the plan has been designed to apply waste as
necessary to accommodate the waste management plan; (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates; a schedule for tinning of applications has been established; required
buffers can be maintained; calibration and adjustment guidance are contained as part of the
Pam)•
Name of Technical Specialist (Please Print):
Affiliation: ck r u
Address(Agency): d d /J;.: l 7 �v Phone No.• a -�3 - //
Signature: Dare-' 7 / Z �A
III. Certification of Installation
A) Collection torage. Treatment Trnstallation
New. expanded or retrofitted facility_ (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds,
have been installed in accordance with the approved plan to meet or exceed the minimum
standards and specifications.
For existing facRifies without retrofits, no ceri f cation is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:�
Signature: Date:
AWC — April 23, I996 3 -
��.! -_ - Y/•i ^fit. 1:

an Handlintr niprnent Tn tallation (WUP or 1)
�... ncc app prrair block -
Animal / Animal waste application and handling equipment specified in the plan is on site and ready
for use; calibration and adjustment rrmateals have been provided to the owners and arc
contained as part of the plan.
0 Animal waste application and handling equipment specified in the plan has not been
installed but the owner has proposed leasing or third party application and has provided a
signed contract; equipment specified in the contract agrees with the requirements of the
plan; required buffers can be maintained; calibration and adjustment guidance have been
provided to the owners and are contained as part of the plan.
CI Conditional approval: Animal waste application and handling equipment specified in the
plan has been purchased and will be on site and installed. by
(monthldaylymr); there is adequate storage to hold the waste until the equipment is installed
and until the waste can be land applied in accordance with the cropping system contained
in the plan; and calibration and adjustment guidance have been provided to the owners and
are contained as part of the plan.
Name of Technical Specialist (Please Print):
A£filiarion- - 2/ r
e No.. 2a-- ill%
The followina signature block is only to be used when the box for conditional approval in III D
above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling
equipment as specified in my (our) waste management plan and will submit to DEM a verification of
delivery and installation from a Technical Specialist within 15 calendar days following the date specified
in the conditional certification. I (we) realize that failure to submit this verification is a violation of the
waste management plan and will subject me (us) to an enforcement action from Dal.
Name of Land Owner:
Signature: Date -
Name of Ihlanaaer(if differtat from owner):
Signature: - - --_ - Date -
Please return the completed form to the Division of Environmental Management at the .following
address:
Department of Environment, Health, and Natural Resources
Division Of Environmental Management
Water Quality Section, Compliance Group
P.O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Consen•atian District Office and to keep a copy in
•our riles with your Animal Waste Management Plan.
AWC — April 24.1996

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality 1) i9
Non -Discharge Permit Application Form 44Di 9
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) %Age pe
General Permit - Existing Animal Waste Operations rg
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections that are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
l .l Facility Name: Sandy Evans 19-20
1.2 Print Land Owner's name: Sandv Evans
1.3 Mailing address: 1305 Marietta Rd.
City, State. Fairmont NC Zip: 28340
Telephone Number (include area code): 910-628-6498
1.4 County where facility is located:
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): Hwy. 41 west from Fairmont to Marietta Rd. (SR 2257)t
farm is 0.2 miles on left.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Prestage Farms
1.8 Date Facility Originally Began Operation: 01/01/93
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 78 (county number); 45 (facility number).
2.2 Operation Description: Swine operation
Feeder to Finish
1270- Certified Design Capacity
Is the above information correct? yes; [�:]no. If no, correct below cuing the design capacity of the facility
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
TyM of Swine
• Wean to Feeder
• Feeder to Finish
• Farrow to Wean (# sow)
• Farrow to Feeder (# sow)
• Farrow to Finish(# sow)
No. of Animals
Other Type of Livestock on the farm:
Type of Poultry No. of Animals
• Layer
• Non -Layer
• Turkey
Type of Cattle No. of Animals
- Dairy
- Beef
No. of Animals:
FORM: AWO-G-E 5/28/98 Page 1 of 4 78 - 45

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): ! I (O� ; Required Acreage (as listed in the AWMP): 8
2.4 Number o lagoon storage ponds (circle which is applicable): 2-
2.5 Are subsurface drains present within 100' of any of the application fields? YES or t(please
(please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YESor circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
Oor NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? ( 7 q3 _
What was the date that this facility's land application areas were sited? / 993
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants Initials
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit application
for animal waste operations.
The CAWMP must include the following components. Some of these components may not
have been required at the time the facility was certified but should be added to the
CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 Page 2 of 4 78 - 45

Facility Number: 78 - 45
Facility Name: Sandy Evans 19-20
4.
I,
l� iySE pN
Now . 11999
n9
r� JJLL (Land Owner's name listed in question 1.2), attest that
this application for Q /T� (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me asnincorrtnlet®.
CANT'S CERTIFICATION:
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, Sa'-r" e-^ (Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 78 - 45

ANIMAL WASTE UTILIZATION PLAN
*QUgj��,s � 0
RETI N
Producer-, SANDY EVANS Aj9 _ G7 ?19
�ar8e Hs
Location: RT.1
FAIRMONT NC 28340
Telephone: [phone]
Type Operation: Existing Feeder to Finish Swine
Number of Animals: 1270.00 hogs
(Design Capacity) I
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient_
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown_
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility_ Acreage
requirements should be based on the waste analysis report from your
waste management facility_ In some cases you may want to have plant
analysis made, which could allow additional waste to be annlied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H .0217 adopted by the Environmencal
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, f t3 , tons, etc.)
1270 hogs x 1.9 tons waste/hogs/year = 2413 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
1270 hogs x 2.3 lbs PAN/hags/year = 2921 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.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LES
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
___
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
4054
1
WaB
BH
S
400
0
3
1200
I
APR-SEP
BH 18 [4�10 13112004054 �NoAAPR-SEP
4054 la SA 11 1110 0 13.6 1396
I MAY-SEP
4054 'la WA 11 100 0 13.6 1360
I OCT-APR
I TEND I
TOTAL13156
- - Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
10TE: 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_
Page: 3

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
--------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL10
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
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_
** Acreage figures may exceed total acreage in fields due to
overseeding.
* 1bs.AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
CROP
UNITS
PER UNIT
BH
HYBRID BERMUDAGRASS-HAY
TONS
50
SA
SUMMER ANNUAL
Ac.
110
WA
WINTER ANNUAL
Ac.
100
TOTALS FROM TABLES 1 AND 2
Page: 4

1
TABLE 1
TABLE 2
TOTAL
*f
ANIMAL WASTE UTILIZATION PLAN
ACRES
LES AW N USED
9.6
3156
0
0
9.6
3156
* BALANCE
-235
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 5

ANIKAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than the
acres shown in the tables.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
apnroximately 469.9 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 2349
pounds of PAN to utilize_ Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 7.83166666667 acres of land. If you apply the sludge to corn
the rate of 125 pounds of nitrogen per acre, you will need 18.796 acres
of land_ Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25's depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
5
at
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or poading occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables I and 2. Failure to apply the recommended rates and
Page: 6

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
Tract
Field
Soil Type
Crop
Application Rate
(in/hr)
Applic. Amount
(inches)
4054
1
NoA
BH
0.5
*1.0
4054
1
WaB
BH
0.60
*1-0
4054
la
SA
0 A
*1 . 0
4054
Ta
WA
0.40
*1.0
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is desicmed for 180.00 days of temporary storage and the
temporary storage must be removed on the average of once every 6.00
months. In no instance should the volume of the waste be stored in
your structure be within the 25 year 24 hour storm storage or one foot
of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure -that the spreader equipment is operated properly to apply the
correct rates to the acres shown in 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
RATES FOR N IS TAKEN FROM OLD APPROVED WASTE PLAN FOR HYBRID BERMUDA
GRASS - HAY IN FIELD #i.
Page; 7

WASTE UTILIZATION PLAN
RE IIIMM SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited.
2_ There must be documentation in the design folder that the
producer either owns or has an agreement for use of adequate
land on which to properly apply the waste_ If the producer does
not own adequate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for
waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application for other nutrients.
4_ Animal waste shall be applied to land eroding less than 5 tons
per acre per year. Waste may be applied to land that is eroding
at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
5. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the application
does not occur during a season prone to flooding. (See "Weather
and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor or flies.
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.
Page: 8

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly 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 vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 9

WASTE ❑TILIZATION PLAN
REQIIIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22_ Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years_ Waste application records for all other waste shall be
maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 10

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:SANDY EVANS
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to 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: SANDY EVANS
(Please print)
Signature: Date: 7//9i99 � r
Name of Manager(If different from owner):
Signature: Date:
Name of Person Preparing Plan: (Please print)David W. Hedgpeth
Affiliation:NRCS Phone No. 910 739-5478
Address (Agency): 440 Caton Rd.
Lumberton NC 28358
Signature: (,[,/, Date:
Page: 11

EMERGENCY ACTION PLAN
DIVISION WATER QUALITY 910 486-1541
EMERGENCY MANAGEMENT SERVICES 910 671-3150
ROBESON SOIL AND WATER CONSERVATION DISTRICT 910 739-5478
USDA -NATURAL RESOURCES CONSERVATION SERVICE 910 739-5478
This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off site. You
should not wait until wastes reach surface waters or leave your
property to consider that you have a problem. You should make
every effort to ensure that this does not happen. This plan
should be posted in an accessible location for all employees at
the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this
may or may not be possible. Suggested responses to some
possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field - actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste_
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the
runoff.
e. Evaluate the application rates for the fields where
runoff occurred.
C. Leakage from the waste pipes and sprinklers - actions
include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid, separators -
actions include.
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or
solid separators.
e. Repair all leaks prior to restarting pumps.
Page 1

EMERGENCY ACTION PLAN
E. Leakage from base or sidewall of lagoon. Often this
is seepage as opposed to flowing leaks - possible
actions:
a. Dig a small well or ditch to catch all seepage, put in a
submersible pump and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove
animals and fill holes and compact with a clay type
soil.
C. Have a professional evaluate the condition of the side
walls and lagoon bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much waste was released and for what
duration?
C_ Any damage noted, such as employee injury, fish kills, or
property?
D. Did the spill leave the property?
E. Does the spill have the potential to reach surface waters?
F. Could a future rain event cause the spill to reach surface
waters?
G_ Are potable water wells in danger (either on or off of the
property)?
H. How much reached the surface waters?
3. Contact appropriate agencies.
A. During normal business hours, call your DWQ (Division of
Water Quality) regional office, 910 486-1541; after hours
emergency number is 919 733-3942. Your phone call should
include: your name, facility, phone number, the details of
incident from item #2 above, the exact location of
facility, the location of direction of movement of the
spill, weather and wind conditions, the corrective measures
that have been under taken, and the seriousness of the
situation.
B. If spill leaves property or enters surface waters, call
local EMS, (Emergency Management Services) 910 671-3150.
C. Instruct EMS to contact local Health Department.
D. Contact CES (County Extension Service) 910 671-3276,
Robeson SWCD (Soil and Water conservation District) 910
739-5478, and USDA-NRCS (Natural Resources Conservation
Service) 910 739-5478 for advice and technical assistance.
4. If none of the above can be reached call 911 or the Sheriff's
Department .910 671-3100 and explain your problem to them and
ask that -person to contact the proper agencies for you.
S. Contact the contractor of your choice to begin repair of
problem to minimize off -site damage.
A. Contractor Name:LOCRLEAR CON TRUC7X N CO.
B. Contractor Address 1253 JONESVILLE RD. FAIRMONT.NC 28340
C. Contractor Phone: _910-628-7534
Page 2

EMERGENCY ACTION'PLAN
6. Contact the technical specialist who certified the lagoon
(USDA-NRCS, Consulting Engineer, etc.)
A. Name: DAVID HEDGPETH
B . Company: NRCS
C. Address:_440 CATON RD. LDMBERTON,NC 28358
D. Phone: [phone]
7. Implement procedures as advised by DWQ, and technical
assistance agencies to rectify the damage, repair the system,
and reassess the Waste Management Plan to keep problem with
release of wastes from happening again.
Other notes:
Page 3

A

EMERGENCY ACTION PLAN
E. Leakage from base or sidewall of lagoon.
is seepage as opposed to flowing leaks -
actions:
5 - 9 zap
RECEIVED
WATER QUALITY SECTION
Often this
possible NOY ] 7 ig9g
NorrDischarge Nm t o
a . Dig a small well or d.i_t:ch to catch all seepage, put in a
submersible pump and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove
animals and fill holes and compact with a clay type
soil.
c. Have a professional evnivate the condition of the side
walls and lagoon bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
H. Approximately how much waste was released and for what
duration?
C. Any damage noted, such as employee injury, fish kills, or
property?
D_ Did the spill leave the property?
E. Does the spill have the potential to reach surface waters?
F_ Could a future rain event cause the spill to reach surface
waters?
G. Are potable water :jeils in danger (either on or off of the
property)?
H. How much reached the surface waters?
3. Contact appropriate agencies_
A. During normal businesa hours, call your DWQ (Division of
Water Quality) regional office, 910 486-1541; after hours
emergency number is 919 733-3942. Your phone call should
include: your name, facility, phone number, the details of
incident from item #2 above, the exact location of
facility, the location of direction of movement of the
spill, weather and wind conditions, the corrective measures
that have been under taken, and the seriousness of the
situation.
S. If spill leaves property or enters surface waters, call
local EMS, (Emergency Management Services) 910 671-31.50.
-C. Instruct EMS to contact local Health Department.
D. Contact CES (County Extension Service) 910 671-3276,
Robeson SWCD (Soil and water conservation District) 910
739-5478, and USDA -MRCS (Natural Resources Conservation
Service) 910 739-5478 for advice and technical assistance.
4. If none of the above can be reached call 911 or the Sheriff's
Department 910 671-3100 and explain your problem to them and
ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of
problem to minimize off -site damage.
A_ Contractor Name:LOCKLEAR CONSTRUCTION CQ,
S. Contractor Address_1253 JONESVILLE RD. FAIRMONT,NC 28340
C. Contractor Phone: [phone]
Page 2

I
EMPMOENCY ACTION PLAIN
DIVISION WATER QUALITY 910 q86-3.541
EMERGENCY MANAGEMENT SERVICES 910 671-3150
ROBESON SOIL AND WATER CONSERVATION DISTRICT 910 739--5478
USDA -NATURAL RESOURCES CONSERVATION SERVICE 910 739-5478
This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off site. You
should not wait until wastes reach surface waters or leave your
property to consider that you have a problem. You should make
every effort to ensure that this does not happen. This plan
should be posted in an accessible location for all employees at
the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this
may or may not be possible_ Suggested responses to some
possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
C. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field - actions include:
R. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the
runoff.
e. Evaluate the application rates for the fields where
runoff occurred.
C. Leakage from the waste pipes and sprinklers - actions
include:
a. Stop recycle pump.
b. Stop irrigation pump.
r_. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid, separators -
actions include.
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or
solid separators.
e. Repair all leaks prior to restarting pumps.
Page 1

EMERUE:NCY ACTION PLAN
6. Contact the technical speci.al:i !:t who certified the lagoon
(USDA-NRCS, Consulting Engineer, etc.)
A_ Name: DAVID HEDGPETFi
B. Company: NRCS
C. Address: 440 CATON RD. LUM)3ERTON NC 28358
D. Phone: [phone]B
7. Implement procedures as advised by DWQ, and technical
assistance agencies to rectify the damage, repair the system,
and reassess the Waste Management Plan to keep problem with
release of wastes from happening again.
Other notes:
Page 3

.t�=-� �• �, ►�.'h "'fir {'
i+ 1 .,4�tiY-Y�Y-1wr�' -J'� '��A•4 •,
`' •�� - �f��„tir,•^f X:r- .L��c `�"F-- �.s-��.y��„t°�1a'�� �. �yJy,.
tti rS '=;:.�;� • y.:.". )!�- :icy+��r%:-".cL.��'•� �;1 .
y'.' �Rr - 1 ..I�AALS'� .•rti� ��!� >4if.1�`., jA...�. .ICJ.:
+V_` i'tl•3a 1 F�.f+��r ems' '• �T .?"� sr•� a"�—..�C„1y�,.
I KAS1 • `: _�".S+' -'fir -.i� :� = ,_! 1�y���, �,�F`�j N'�; r

Brock Equipment Co.
PO Box 100
BAILEY, N.C. 27807
Prone (9t9) 235-4111 WATER Q� 1 V ED
Fax (41�j 2354112 ill TMSEC7j0N
2SZ- 235- 131 2-- Spa--� !�� 1 'Noy
7 1999
5-2pwiecharce pbmft
►tg
This irrigation system was designed for Sandy Evans by Shane Ward of Brock Equipment
Co.
A scaled drawing; required calculations, and required specifications on pipe and equipment
are included.
The following buffers were maintained on this farm:
25 feet from ditch
75 feet from surface water and perennial streams
25 feet from property lines
200 feet from residence
100 feet from well
All comments and recommendations are appreciated.
Thank you,
Shane Ward
-fLee Br , Technical Specialist

I
76
LA04
L,T

FIELD SPECIFICATIONS
The lowest maximum application rate (inches per hour) = .4
The lowest maximum application amount (inches per irrigation cycle) = 1.0
This plan effectively wets 9.62 acres.
This information was provided by the waste utilization plan.

Traveling Imgation Gun Settings
Travel speed = 2 fPm
Application rate = .28 iph
Lane spacing = 170'
Wetted diameter = 245'
Gun make and size = Nelson 150
Ring size .86"
Operating pressure at gun = 50 psi
Operating pressure at reel = 73 psi
Operating pressure at pump = 80 psi
Arc pattern = 330"
Flow rate of sprinkler = 100 gpm
Pump power requirement (bhp) = 10
Total acres covered (effective) = 9.62
Traveler make and model = Cadman 2625 XL
Hose length = 1050'
Hose diameter (ID) = 2.625 "
Speed compensation = mechanical
1 877 220.5 4.93
2 127 220.5 1.13
3 527 220.5 3.56
Total: 9.62

TRAVELING IRRIGATION SYSTEM
CALCULATIONS
TRAVELING IRRIGAMN GUN APPLICATION RATE
I =((96-3*q)1(3.14*(.09*r)"2))*3601w
where,
I = approximate actual application rate (iph)
q = discharge (gpm)
r = Wetted radius (ft)
w = portion of circle receiving water (degrees)
Application Rate = 0.28 inches per hour
TRAVELING IRRIGATION GUN APPLICATION AMOUNT
d = (1.605" q)1(I*s)
where,
d = gross application (in)
q = sprinkler discharge (gpm)
I = travel lane spacing (ft)
s = travel speed (fpm)
Total Application Amount = 0.47 inches
VELOCITY IN A PIPELINE
v = [0.408*gYdA2
where,
v = velocity of water (fps)
q = flowrate (gpm)
d = inside diameter of pipe (in)
Velocity of Water = 2.55 feet per second
I F q = 100.00 gpm
r = 122.50 ft
and w = 33Q00 degrees
then i = 0.28 Ph
I F q = 100.00 gpm
1 = 170.00 ft
and s = 2.00 fpm
then d = 0.47 in
IF q = 100.00 gpm
and d = 4.00 in
then v = 2.55 fps

FRICTION LOSS
IN SUPPL Y LINE AND/OR TRa VELER HOSE
FRICTION LOSS IN SUPPLY LINE
FL =((0.2083*(1001c)^1.852)'[(QAI.852)/(DA4.8656)]*(LJ100)]- 433
where,
FL = friction loss in supply line (psi) lF c = 150
c = roughness coefficient Q = 100 gpm
Q = flowrate (gpm) D = 4 in
D = inside diameter of pipe or hose (in) and L = 450 ft
L = length of supply line or hose (ft)
Friction Loss in Suppiy Line =
FRICTION LOSS IN TRAVELLER HOSE
then FL = 1.14 psi
1.14 psi
(if solid set ... enter 0 for gpm )
FL =[(0.2083*(1001c)^1.852)((Q^1.852)/(D^4.8656)1*(L/100)1*.433
where,
FL = friction loss in traveler hose (psi) IF c = 150
c = roughness coefficient Q = 100 gpm
Q = #lowrate (gpm) D = 2.625 in
D = inside diameter of pipe or hose (in) and L = 1050 ft
L = length of supply line or hose (ft)
then FL = 20.65 psi
Friction Loss in Traveller Hose = 20.65 psi

TOTAL DYNAMIC HEAD
Elevation dif. from water to CL of pump-
psi
1.732
feet
4
Elevation of nozzle-
2.165
5
Elevation -dif. between CL of pump
and high point in field-
4.33
10
Sprinkler discharge pressure-
50
115.5
FL in pump suction assembly-
2
4.62
FL in pump discharge assembly-
2
4.62
FL in traveller hose*'' -
20.65
47.70
FL in supply line"" -
1.14
2.63
TDH-1 84.021 194.08
BRAKE HORSEPOWER
BHP = [Q'TDHY[3960"Ep]
where,
BHP = power required to drive the pump (hp)
Q = flow rate (gpm)
TDH = total head the pump operates against (ft)
Ep = pump efficiency (decimal form)
IF Q = 110 gpm
TDH = 194.08 ft
and Ep = 0.55
then BHP = 10 hp
Brake Horsepower_ 10 horsepower

Cl
Qj 'n c
0 7 '.
Swine Farm Waste Matiagemetlt Odor Control Checklist
&Shur t:L!Z ; CUIISQ IIAII's In Affilillilu fldul' Site Sltccific I'l-1101ces
Fulnlsteu"Ir j 3 • Swine production CI Vegetative or wooded buff'crs;
4 C7 Recommended best management practices;
Ili Good judguleni and common sense
Animal limly sllrfacus a Dirty nlanulr covered animals CI Dry floors
Flow sill l'.ices 9 Wel nlamne•covered 111ptll's Slolled Iluors;
WWalcrers located over slotted floors;
al Feeders at high end of solid floors;
n Scrape manure btlildrlp froth 1100fs;
f"1 Untlerlloor velalilaiion for drying
Millailre culleck"ll Mils Illine; 10 Ficrinenl nunrtne removal by fhlsh, pit recharge,
Pmlial microbial decomposition or scrlpe;
f l llndcl floor ventilation
Velltil.1lilln exhansl f,;tlls • Vtrlalile gases; M Fan rmlinlenunt:e;
DAIS Gi I:fliciew air movement
Induur sill Dices Dust /Waslulown between groups of uniulals;
f� I�Ccd udtlilivt ;
n Fecdcr covers;
rl Feed delivery duwmpulll cxlendels In I'eetler
covers
Flush tanks
9 Agilulinn ol'recycled I;Igoon
Cl
Flush lunk covers;
liclidd while tanks are filling
Cl
Blend Illf Mlles it) war bullolll of (;Inks Mill
anti -siphon vents
Fhu1l nlleys
0 AgRalion during waslew;tler
n
ttit derflttor IItIs11 with underllkin r veitIilalittn
cmIveyanc0
Pit Icibalge points
0 Agilalion ol'rccycled lagtuul
n
Extend techurge lines it, nem, ImIIIflll ui'pils
liquid while pils ure fllhist;
Ivilh arld-sipllllll Ve11tl
1.11,1 sl;Mulls
& Agilulinn during srllnp Milk
Cl
Slnnp wilk covers
Iilling mud drawdown
Ilnlsltle thaln t nllcclinn • Agilaliun thlriug waslewuler C1 Ilox covers
Or}nnelilln fltmes cnnveyancu
AAll11 .luvember 11. 1996. hicu 7

t✓s°7�ov�{s
source Cause _ JIMI's Irr Illiuirnice 011111- -- Sile specific Practices
Slanding ►valor around a Impruper drainage; (Grade and landscape such Thal water drains
facilities . Microbial deeomposilion of away from facilities
Organic maller /
&IMrure backed onto l'ourly maintained access roads QX Farm access road nmimenuuce
public roads I'iour farm
access
Additional Information : Available Front :
Swine AI mme M.111agemew ; 0200 IWICAIAl1' f'ackc( NCSI), County Extension Center
Swint Prudrrction Farm 1101ential Odor Sources and Remedies ; FBA13 Fact Slice[ NCSI1 - IIAI;
Swine Produclion I.acilily Manure Managemem: 111 Itecllarge - Lagoun Treatment ; IMAE 123-88 NMJ - IIAV
Swine I'nabtction Facility Manure Management: Underfluur Flush - I-agom Ttealment ; I:IIAI- 129-88 NCStI - IIAV
Laguna Design and Mauugemenl fur Livestock Nlanllre Trealmenl and Storage ; 1-s11Al; 103-83 NCSI I - IIA11.
Calibrutiun of Nlantua and Waslewuler Applicoliun Equipment ; IitIAIi Fact Sheol NCSI I - IIAIi
Cummiling Odors front Swine Ilttildings ; 11111-33 NCSI1 - Swine Extension
Environmental Assurunce !'rogrum ; NI'1'C Manual NC f'mk lhnducers Assoc
npiiuus fur Khmaging Odor ; a report from tic Swine: Odor "Task Force NCSI1 Agri COnrnumicadmis
Nuisance (.kerns in Animal Manure Management: Odors and Flies ; PRO107, 1995 Conference I'mccedings Flotilla 011111cruive Extension
Al+1l W - Hiwumhur 11, 1996, ('a1;e 5

A h, l3GrJs 7 Sco�,S'
Insect Control Checklist for Animal Operations
Sunrce cumse UMPs to Control Inserts Site Spucifec Pracliccs
H11111 011luurs Accumulation of solids ush system is designee] and operwed
sufficiently to remove accumululed solids from
goners as designed.
0 Remove bridging of accumulated solids at
discharge
I.ugoenls aild fits Crustcd Soiids 91 Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than G -
8 inches over more than 30% of surface.
i:atuaNive Vegulalivc • Decaying vebelatiun 0 Maimmin vegetative control along hanks of
t iruwill lagoons and other impoundments to prevent
accumulation of decrying veselalive matter
along waters edge on impoundment's perimeter.
[Dry Systems
Fuu.luel • Feed Slifflage El Design. operate u11d maimtuml feed Systems (c.g.,
bltnkers and troughs) la minimize the
accumulation of decaying wastage.
Clcan up spillage on a routine basis (e.g., 7. 10
day interval during summocr; 15.30 day interval
during winter).
Feed Stt,iaue Accuumladoos of feed residues C1 Itcduea ntnislure uccunudutirnt within and
around ilnlucelinte perimeter of Iced slortge
areas by insuring driflou awny from site
aml/or prnvitfing adceltunc conlainemeell N.g.,
covered hin ftrr hrcwer's griin and similar high
moisture: griln prn(mcls).
Cl inspect for aml remove or break ul1 actlnumLdad
solids in filter strips armmnd feed sloragc as
needed.
e"'
AN Ntivember It, 1996, Page I

S. !�Vzr°'
Mortality Management 1-lethods
(check which method(s) are being implemented)
RECEIVED
WATER QUALITY SECTION
NOV ; 7 1999
Non -Discharge Permitting
;i Burial three feet beneath the surface of the wound within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water. f y
Rendering at a rendering plant licensed under G.S. 106-168.7
r7 Complete incineration
In the case of dead poultry only. placing in a disposal pit of a size and design
approved by the Department of Agriculture
r! Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
1

Insect Control Checklist for Animal Operations
Source ruuae RMPS lu Control lusects Site 5pccifie t'ructices
uid
F1ush nutters Accumulation of solids a Flush system is designed and operated
sufficiently to remove accumulated solids front
gutters as designed.
❑ Remove bridging of accumulated solids at
discharge
i.agouM and NIS . Crusted Solids 0 Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize ilia
crusting of solids to a depth of no more than 6 -
9 inches over more Illan 30% of surface.
EXCOhivcs Vegetative • Decaying veUciatlon ❑ Muimuin vegetative control along hanks of
(iromh lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
[try Systems
1 ceJee� . Dent Spillage Cl lhsign, operate and maimain feud systcius (e.g.,
bunLers and troughs) to minimize ilia
accumulation of decaying wastage.
C1 Clean up spillage on a routine basis (e.g., 7 - Ill
day interval daring summer, I5-30 day interval
during wiulc:r).
Fecal Sluuaga Accuurttlalions of fecal residues L7 lUtice moisture uccuntttlalion %vilhin and
around immediate perimeter of feed storage
areas by insnrisil; drainage :nvay from site
amUor providing adquaic containment (e.g.,
covered Lin fir brewer's brain Anil similar high
tttniswre grain pruduets).
M Inspect 1eir and remove or break up accumulated
solids in filter strips around feed storage as
nccded.
• AK November 11. 1996, PaGe I

Swine Farm Waste Management Odor Control Checklist
- LL'
Source Caise lin1Ps to N1111itoixe Odnr Site Specific I'1'aclices
Farllulead a Swine production n Vegelative or wooded buffers;
I-] Recommended best management practices;
n Good judgment and common sense
Animal body surfaces 0 Dirty rnanum-covered artiirlls C1 Dry Ilonrs
fluor s1111".1ces • Wet nlcuture-covered 11(lirs CI Slotted floors; it.
177 Waterers located over sloped floors;
Feeders it high end of solid floors;
C7 Scrape manure buildup from floors;
C.1 Undedloor vemilatinn for drying
Id;utule cnllccliun pill + Thine; Cl frequent manure removal by flush, pit rccharge,
+ Partial microbial decomposition or scrape;
f.1 lhider lloor ventihilion
Verttiialinn exhaust fans Vnlalile gases; Cl fan 111.1hilenance;
Dist
C)
Uflicicnl air movemeol
litlour sutlitces • Dilst
Cl
Washdown beimun grnttps of annllids;
In
feed additives;
n
feeder covers;
Cl
l ced delivery dotvnsliitit extenders to leeticr
covers
Flush tanks Agilatitm of recycled lagoon
❑
Blush lank covers;
Iitliid while Ialtks are filling
Cl
Extend fill lines to near bonnet ol'lanks wilh
anti -siphon vents
VItula alleys Agitation during waslewalur
n
Iloderfloor Ihtsh with milelflunr ventilmion
conveyance
Pit techmige ptliuls Agilation of recycled lagoon n I?xtcod recharge lines In near Ititrtilt III' pits
liquid while lints are filling wish anti -siphon vents
Lilo bunions 0 Agitation during sump lank Cl 5mtlp tank covens
filling and drawdown
Owl id,: dt;ain collection @ Agitation during tvaslewttter 17.1 Ilox covers
or juictiiu boxes conveyance
- Atti1t►� luventlter 11, lJ'1fi, l'al;e

Source Cause IMPS In Minimize Cldnr �Sile Specific Practices
Standing tvulcr around • Improper drainage; [I Grade and landscape such Iliul waier drains
facilities Microbial decontposilion of away front facilities
organic mailer
Manure 11aACd onto Poorly maintained access marls A Funn access road maintenance
public roads lions farm
access
Additional Information : Available From :
Swiva Manure Management ; 0200 Rule/lIMP Packet NCSI1, County Extension Ct Ier
Swine Production Vann Potential Odor Sources and itemedies ; FIIAG Facl Sheet NCSI] - BAF
Swine Productiota Facility Manure Management: flit Recliarbe - Lagoon Trcalmeol ; FBAC 128-88 NCSI1 - BAF
Swine l'rutbicliott Facility Manure Management: Underfloor Flush - Lagoon Treatment ; MllAE 129-88 NCSI1 - IIAI:
Lagoon Design and Management for Livestock Manure Treatment and Storage , E-BAF 103-83 NCSI I - IIA F
Calibration of Manure and Wastcwuler Applicalion Lgriipmem ; EIIAI, Fact Sheet NCSI1 - IIAE
Coitirullirig Odors frotu Swine Buildings ; PIII-33 NCSU - Swine Extensiun
Envirmuncntal Assurance Program ; NITC Mamtal NC Put- I'rothwers Assoc
Options 1'1)r htanaging Odor ; a report !Corn the Swine OdorTask Force NMI Agri Comimmica6mis
Nuisance Coricems in Animal hlutmre Managemeni: Odors and Flies ; PRO107, 1995 Cunferencu Proceedings Florida Cooperative EXICrtSitm
ANIVJC - Novembt:r 11, 1996, I'age 5

_Operator:Sandy Evans County: Robeson
.Distance to nearest residence (other than owner):
1. STEADY STATE LIVE WEIGHT
0
Sows
(farrow
to
f i n i sh)
X
1417
lbs.
0
Sows
(farrow
to
feeder)
X
522
lbs.
720
Head
(finishing
only)
X
135
lbs.
0
Sows
(farrow
to
wean)-
X
433
lbs.
0
Head
(wean to
feeder)
X
30
lbs.
Date: 03/17/93
RECEIVED
WAT-4c?-fAPTYf OWIFtON
(NOV 17 J999
Non -Discharge Permitting 0
— 0
= 97200
= 0
0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 97200
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 97200 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1.0 CF/lb. SSLW
Volume = 97200 cubic feet
3.. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGN VOLUME
A ve—
Inside top: length 225 feet : width 102 feet
Top of dike at elevation 48.20 feet
Freeboard 1.0 feet Side slopes 2.5:1(inside)
Total design lagoon liquid level at elevation 47.20 feet
Bottom of lagoon at elevation 36.20 feet
Seasonal high water table elevation 41.00 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIOE1 S3/END2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 220.0 96.5 11.00
AREA OF TOP
LENGTH X WIDTH
220 97
AREA OF BOTTOM
LENGTH X WIDTH =
165 42
AREA OF MIDSECTION
LENGTH X WIDTH X 4
193 69
21230 (Area of Too)
6848 (Area of Bottom)
53130 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsection)�Area Bottom] X Depth/6
21230 53130 6848 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 148880 CU. FT.

X
5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
225 102 22836 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 22838 Square Feet
Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/L.S SSLW 0.00136
Volume = 97200 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 23795 Cubic feet
a. Volume of wash waver
This is the amount of fresh water used for washing "lours or
volume of fresh water used for a flush system. Flush systems
that recirculate the lagoon water are accounted for in SA.
Volume = 0 Gallons/day X 180 days storage/7.48
gallons per Cr—
Volume = 0 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall = 7.0 ;nches
Volume = 7.0 inches X DA / 12 inches per foot -
Volume = 13321.875 Cubic feet
D. Volume of 25 year — 24 hour Storm
Volume = 7.0 inches / 12 inches per foot X DA
Volume = 13322 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 23795 Cubic feet
5B. 0 Cubic feet
5C. 13322 Cubic feet
5D. 13322 Cubic feet
TOTAL 50438 Cubic feet

6. SUMMARY
Total required volume = 147638 Cubic feet
Total design volume avail.= 148880 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 97200 Cu. Ft.
At elev. 44.50 Ft; Vol= 97164 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 13)559 Cu. Ft.
At elev. 46.50 Ft; Vol= 134404 Cubic feet (start pumping)
Seasonal high water table elevation is 41.00 Feet, which must
be lower than the elevation of top of treatment volume 44.50
DESIGNED BY: APPROVED BY n
DATE: -: _7 9_? DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:

Name: _—f1-lu_D _)l-5
Facility Location:_ LengthxZs''-� -- �-�

SPECIFICATION.. FOR CONSTRUCTION OF WASTE dEATMENT LAGOONS
----------------------------------------------------------
CLEARING:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be
removed within the area of the foundation of the embankment and
fill areas and all excavated areas_ All stumps and roots exceeding
one (1) inch in diameter shall be removed to a minimum depth of
one (1) foot. Satisfactory disposition wi I I be made of al I
debris. The foundation area shall be loosened thoroughly before
placement of embankment material. Lagoon site (and pad site if
needed) to be stripped of topsoil (3"> and stockpiled for use on dike
and pad slopes (2-3"). The topsoiling quantity is in excess of
amounts specif ied on page one
Cut-off Trench:
--------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
------------
Construction of excavated and earthfiII areas shall be performed
to the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 6" lifts and not placed in standing water. Compaction
shall be performed by the construction equipment or sheeps-foot roller
during placement. The embankment of the lagoon shall be installed
using the more impervious materials. Construction of fill
heights shall include ten (10) percent for settlement. To
protect against seepage, when areas of unsuitable material are
encountered, they will need to be excavated a minimum of one (1) foot
below grade and backfilled and compacted with a SCS approved
material (i.e.-CL,SC,CH). Refer to the soil investigation
information in the plans for special considerations. Precautions
should be taken during construction to prevent excessive erosion
and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible
after construction according to seeding specifications sheet.

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent 'storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added to the
system.
The designed 6 months temporary storage is an estimated volume
based on : 1) waste from animals; 2) excess rainfal I after
evaporation; and 3) the largest 24 hour (one day) rainfall that
occurs on the average of once every 25 years. The volume of
waste generated from a given number of animals will be fairly
constant throughout the year and from year to year. This
estimate is based on 7 inches of excess rainfall which is
equal to or exceeds the highest 6 months excess in a year.
The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfal I wi 1 I
need to be pumped each year. The 25 year rainfall will not be a
factor to consider in an annual pumping cycle, but this storage
volume must al.ways 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 on the elevation to begin pumping, a
permanent marker must be installed on this elevation to
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimum treatment depth
(6 feet). Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weather, soils, crop, and equipment to apply
waste without runoff or I each i ng) .
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 runoff from the field
or damage to crops.
The following items are to be carried out:
1. It is strongly recommended tha 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 pre —
charging is completed, 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 6) before land application.

3. Beg in purap -=J of the lagoon when fluid level reaches eleva-
tion 46.50 as marked by permanent markers. 15toa lllimn--nil
when the fiuid level reaches elevation 44.5-Q or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorabie bacteria). The design temporary storage, less 25 year
storm is 37116 cubic feet or 277631 gallons. As stated
before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is one
(1) inch and the recommended maximum application rate is 0.4
inches per hour.
S. Keep vegetation on 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.
S. Keep a minimum of 100 feet crop i and buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 feet of a residence or within 100 feet of a we I l.
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.
NOTES:

ape-rator:Sandy Evans County: Robeson Date: 03/18/93
�Dl siance to nearest residence (other than owner) : 1200 feet
1. STEADY STATE LIVE WEIGHT
0
Sows
(farrow to finish)
X
1417
l bs . —
0
0
Sows
(f arrow to feeder)
X
522
I bs . —
0
550
Head
(finishing only)
X
135
lbs. =
74250
0
Sows
(farrow to wean),
X
433
lbs. =
0
0
Head
(wean to feeder)
X
30
lbs. =
0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) — 74250
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 74250 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1.0 CF/lb. SSLW
Volume = 74250- cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top: length 230 feet ; width 75 feet
Top of dike at elevation 47.40 feet
Freeboard 1.0 feet Side slopes 1.5:1(inside)
Total design lagoon liquid level at elevation 46.40 feet
Bottom of lagoon at elevation 35.60 feet
Seasonal high water table elevation 41.70 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
1.5 1.5 1.5 1.5 227.0 72.0 10.80
AREA OF TOP
LENGTH X WIDTH
227 72
AREA OF BOTTOM
LENGTH X WIDTH =
195 40
AREA OF MIDSECTION
LENGTH X WIDTH X 4
211 56
16344 (Area of TOP)
7706 (Area of Bottom)
47051 (Area of Midsection X 4)
CU. FT. = EArea top+(4XArea Midsection) +Area Bottom] X Depth/6
16344 47051 7706 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 127961 CU. FT.

5; TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
230 75 17250 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 17250 Square Feet
Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB S3LW 0.00136
Volume = 74250 Lbs. SSLW X C)= of waste/lb/day X 180
Volume = 18176 Cubic feet
B. Volume of wash water
This is the amount of fresh water used for washing floors or
vo l ume of f rash water used f or a f I ush system. F I ush systems
that recirculate the lagoon water are accounted for in SA.
Volume = 0 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 Inches X DA / 12 inches per toot
Volume = 10062.5 Cubic feet
D. Volume of 25 year — 24 hour storm
Volume = 7.0 inches / 12 inches per foot X DA
Volume = 10063 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 18176 Cubic feet
5B. 0 Cubic feet
5C. 10063 Cubic feet
5D. 10063 Cubic feet
TOTAL 38301 Cubic feet

r
a
s
6. SUMMARY
Total required volume = 112551 Cubic feet
Total design volume avail127981 Cubic feet
Min. regrd. trtmnt. voI. plus sludge accum.= 74250 Cu. Ft.
At elev. 43.70 Ft; Vol= 87063 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 117919 Cu. Ft.
At elev. 45.70 Ft; Vol= 116759 Cubic feet (start pumping)
Seasonal high water table elevation is 41.70 Feet, which must
be lower than the elevation of top of treatment volume 43.70
ch�X�d
- BY.
DATE: _�1 �819 L
APPROVED BY:
-------------------------
DATE.
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:
���iL�__ i,v—_—���_-���st•�J ��e�n/__;�--c���G _ �'oa SSD _F��,s�c,.:w
-------------------------------------------------------------
ely ��'/ST i ice%

Waste Utilization Plan
Producer:
Sandy Evans County: Robeson
Name of Farm:
Sandy Evans 19-20
Location:
1305 Marietta Rd.
Fairmont NC 28340
Phone:
910-628-6498
Type of Operation:
Feed -Finish
Number of Animal:
1270
Storage Structure:
Anaerobic Lagoon
Method of Application:
Irrigation
Amount of waste produced per year: 2413 ton/year
Amount of plant available N (PAN) produced/year: 2921 ibs.lyear
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

Sandy Evans 19-20
Page 2
could allow additional waste to be applied. Provisions shall be made for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production_ This
waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No.
Field No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
7054
1
Wa ram
CB -Graze
4.1
50
5.47
1121
MAR-SEP
205
7054
1
Wa ram
OS -Graze
1
50
5.47
274
OCT-MAR
50
7054
2
Norfolk
CB -Graze
4.6
50
0.68
156
MAR-SEP
230
7054
-2
Norfolk
OS -Graze
1
50
0.681
34
OCT-MAR
50
7054
3
Norfolk
SA
1
110
3.57
393
MAR15-AUG
110
7054
3
Norfolk
WA
1
100
3.57
357
SEP-MAR
100
7054
4
Norfolk
SA
1
110
1.80
198
MAR 15-AUG
110
7054
4
Norfolk
WA
1
100
1.80
180
SEP-MAR
100
7054
5
Norfolk
SA
1
110
2.17
239
MAR15-AUG
110
7054
5
Norfolk
WA
1
100
2.17
217
SEP-MAR
100
7054-
6
Norfolk
SA
1
110
2.18
240
MAR15-AUG
110
7054
6
Norfolk
WA
1
100
2.18
218
SEP-MAR
100
7054
7
Norfolk
SA
1
110
2.15
237
MAR15-AUG
110
7054
7
Norfolk
WA
1
100
2.15
215
SEP-MAR
100
7054
8
Norfolk
SA
1
110
2.11
232
MAR15-AUG
110
7054
8
Norfolk
WA
1
100
2.11
211
SEP-MAR
100
7054
9
Norfolk
SA
1
110
2.65
292
MAR15-AUG
110
7054
9
Norfolk
WA
1
100
2.65
265
SEP-MAR
100
7054
10
Norfolk
SA
1
110
3.48
383
MAR15-AUG
110
7054
10
Norfolk
WA
1
100
3.48
348
SEP-MAR
100
7054
11
Norfolk
SA
1
110
4.10
451
MAR15-AUG
110
7054
11
Norfolk
WA
1
100
4.10
410
SEP-MAR
100
7054
12
Norfolk
SA
1
110
3.53
388
MAR15-AUG
110
7054
12
Norfolk
WA
1
100
3.53
353
SEP-MAR
100
7054
13
Norfolk
SA
1
110
0.41
45
MAR15-AUG
110
7054
13
Norfolk
WA
1
100
0.41
41
SEP-MAR
100
7054
14
Norfolk
SA
1
110
1.47
162
MAR15-AUG
110
7054
14
Norfolk
WA
1 1
100
1.471
147
SEP-MAR
100
Total 35.77 7805lbs.
CB -Graze = Coastal Bermuda (Graze) Available Nitrogen 2921 Ibs.
OS -Graze = Coastal Bermuda Overseeded (Graze) Surplus or deficit -4884 Ibs.
WA =Winter Annual
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.

Sandy Evans 19-20 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 for silage. Where grazing,. plants should be grazed when they reach a height of six to nine
inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain
etc, is to be removed for hay or silage, care should be exercised not to let small grain to reach 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 457 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 2286 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 8
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 18
acres of land. Please be aware that these are only estmates of the PAN and the land needed_ Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that
runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water
droplet size, and organic solids_ The application amount should not exceed the available water holding capacity

Sandy Evans 19-20
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 inlhr
Applic.
Amount
7054
1
Wa ram
CB -Graze
0.5
1.0
7054
1
Wa ram
OS -Graze
0.5
1.0
7054
2
Norfolk
CB -Graze
0.5
1.0
7054
2
Norfolk
OS -Graze
0.5
1.0
7054
3
Norfolk
SA
0.5
1.0
7054
3
Norfolk
WA
0.5
1.0
7054
4
Norfolk
SA
0.5
1.0
7054
4
Norfolk
WA
0.5
1.0
7054
5
Norfolk
SA
0.5
1 A
7054
5
Norfolk
WA
0.5
1.0
7054
6
Norfolk
SA
0.5
1.0
7054 i
6
Norfolk
WA
0.5
1.0
7054
7
Norfolk
SA
0.5
1.0
7054
7
Norfolk
WA
0.5
1.0
7054'
8
Norfolk
SA
0.5
1.0
7054
8
Norfolk
WA
0.5
1.0
7054
9
Norfolk
SA
0.5
1.0
7054
9
Norfolk
WA
0.5
1.0
7054
10
Norfolk
SA
0.5
1.0
7054
10
Norfolk
WA
0.5
1.0
7054
11
Norfolk
SA
0.5
1.0
7054
11
Norfolk
WA
0.5
1.0
7054
12
Norfolk
SA
0.5
1.0
7054
12
Norfolk
WA
0.5
1.0
7054
13
Norfolk
SA
0.5
1.0
7054
13
Norfolk
WA
0.5
1.0
7054
14
Norfolk
SA
0.5
1.0
7054
14
Norfolk
WA
0.5
1.0

Sandy Evans 19-20
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.
Cali your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION

Page 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Sandy Evans 19-20
Owner/Manager Agreement Sandy Evans
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 Facilitv Owner: n - Sandy Evans
Signature:
Name of Manager (1 ifferent from owner)
Signature:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329
Signature: A. A L.0" 0_- i r_
Date: 8ho a S
Date:
Date: 13 4oS

Sand Evans 1
Scales 1 *Y=
d
z
o '
ryQ e
° C?
Well W/1 oo'
offset

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Evans Farm 1
Address: 1305 Marietta Rd.
Fairmont, NC 28340
Telephone: [phone]
Table 1 - Field Specifications
County: Robeson
Date: 7/2512005
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil TVDe Slooe % CrODW (Inlhr) (inchPc) (nmmantc
1
5.47
<5
Bermuda, Small Grain
0.5
.5-1
*change in arc required
2
0.68
1
<5
Bermuda, Small Grain
0.5
,5-1
*change in arc required
3
3.57
<5
Summer, Winter Annual
0.5
.5-1
*change in arc required
4
1.8
<5
Summer, Winter Annual
0.5
.5-1
*change in arc required
5
2,17
<5
Summer, Winter Annual
0.5
.5-1
6
2.18
<5
Summer, Winter Annual
0.5
.5-1
7
2.15
<5
Summer, Winter Annual
0.5
.5-1
8
2.11
<5
Summer, Winter Annual
0.5
.5-1
9
2.65
<5
Summer, Winter Annual
0.5
.5-1
10
3.48
<5
Summer, Winter Annual
0.5
.5-1
*change in arc required
11
4.1
<5
Summer, Winter Annual
0.5
.5-1
12
3.53
<5
Summer, Winter Annual
0.5
.5-1
13
0.41
<5
Summer, Winter Annual
0.5
.5-1
change in arc required
14
1.47
<5
Summer, Winter Annual
0.5
.5-1
change in arc required

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 2625 and 3250 Cadman Travellers
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hvdrant No. (ftlmin) (in/hr.) Width(ft.) Lenoth(ft) (feel) (Inches) at Gun(r)si) at reel(osi) Pattern Comments - Acres Der null
1
3.51
0.54
235
900
290
1.08
60
95
220
5.47
2
3.51
0.54
190
85
290
1.08
60
95
220
0.68
3
3.51
4.54
218
601
294
1.08
60
95
220
3.57
4
3.51
0.54
188
293
290
1.08
60
95
220
1.80
5
2.92
0.39
220
269
290
1.08
60
95
330
2.17
6
2.92
0.39
220
272
290
1.08
60
95
330
2.18
7
2.92
0.39
220
265
290
1.08
60
95
330
2.15
8
2.92
0.39
220
258
290
1.08
60
95
330
2.11
9
2.92
0.39
223
355
290
1.08
60
95
330
2.65
10
3.51
0.54
188
678
290
1.08
60
95
220
3.48
11
2.92
0.39
220
651
290
1.08
60
95
330
4.10
12
2.92
0.39
220
538
290
1.08
60
95
330
3.53
13
5.84
0.66
110
0
290
1.08
60
95
180
0.41
14
5.84
0.66
125
362
290
1.08
60
95
180
1.47
35.77

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irri ation Gun
Irrigation
Flow Rate of Sprinkler ( m)
182
Operating Pressure at Pump (psi)
107.6
Design Precipitation Rate (inlhr)
0.33
Hose Length (feet)
900,975
xxxx XXX
Tyee of Speed Compensation
Mechanical
XXXXXXXX
Pump Type (PTO, Engine, Electric)
Engine
Pump Power Requirement (hp)
20.8
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.)
90 degree bend
4.94
Dead End
3.5
Tee
2.45
Gate Valve
3.5
45 degree bend
2.66
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC 28398
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs: (J
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer re1wherpplicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 50' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This wetted acreage determination is for an existing spray field for this farm. Risers 3 -
14 were are being added to this farms wetted acreage. Producer owns two travellers, a 2625
Cadman, and a 3250 Cadman. Each of these reels have Nelson 150 guns. Producer should
use a 1.08" Ring nozzle, operated at 60psi gun pressure for all pulls. The 2625 traveller will lose
5 psi additional pressure due to the smaller LID. of the supply hose. Each year, the system
should be calibrated to insure that f-15% of the 290' specified diameter is being achieved.
The 3250 traveller should be used for pulls 2 and 3.
Producer is familiar with the operation of the equipment specified. Any additional information
needed with regards to calibration, winterization, or other operational features should be requested
from either the irrigation dealer or the system designer.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson
150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter:
290 feet 'based on 2004 calibration.
Lane Snacinas
Desired Spacing (%):
70 %
Design Spacing(feet):
203 "PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
200 feet
Actual Spacing (%):
69 %
Application Rate
Application Rate =(96.3xFlowrate)1(3.1415x(.9xradius)squared)
Design App. Rate =
0.33 in/hr
300 degree arc =
0.39 in/hr
220 degree arc =
0.54 in/hr
180 degree arc =
0.66 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches
300 degree arc =
2.92 ft/min
220 degree arc =
3.51 ft/min
180 degree arc =
5.84 ft/min
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
"For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.06 ft/sec.
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 3
Total distance: 3100 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.24 feet1100 feet
Max. Mainline Loss = 7.5 feet or 3.3 psi
Total Dvnamic Head
Sprinkler Pressure:
60 psi
Loss through traveller:
35 psi
Elevation head:
2 psi
Mainline loss:
3.3 psi
Suction head and lift:
2.2 psi
5% fitting loss:
5.1 psi
TOTAL(TDH) =
107.6 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet)139601 Pump effeciency
Pump Description: Berkeley B3JQBM
Pump Efficiency: 55 %
Horsepower Required: 20.8 Hp
Thrust Blocking
Thrust Block Area = Thrust I Soil Bearing Strength
Thrust:
4200 feet
Soil Bearing Strength:
1200 feet
End Cap:
3.5 ft2
90 degree elbow:
4.9 ft2
Tee:
2.5 ft2
45 degree elbow:
2.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 107.6 psi
70% of Pressure Rating: 140 psi
248.5 feet
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet7
NPSHA: 22
NPSHR: 7 "from pump curve
If NPSHA>NPSHR OK
Page 3

Acreage calculations
Pell No. Width
Length
Start Stop
Total Acres
1
235
900
0.61
0
5.47
2
190
85
0.305
0
0.68
3
218
601
0.37
0.19
3.57
4
188
293
0.35
0.19
1.80
5
220
269
0.44
0.37
2.17
6
220
272
0.44
0.37
2.18
7
220
265
0.44
0.37
2.15
8
220
258
0.44
0.37
2.11
9
223
355
0.45
0.38
2.65
10
188
678
0.36
0.19
3.48
11
220
651
0.44
0.37
4.10
12
220
538
0.44
0.37
3.53
13
110
0
0.22
0.19
0.41
14
125
362
0.24
0.19
1.47
35.75

TOP VIEW OF CADMAN MECHANICAL CAM DRIVE
SPEED COMPENSATION
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HOSE SPEED COMPENSATION
The Cadman MECHANICAL CAM DRIVE HOSE
SPEED COMPENSATION SYSTEM has simplified
the task of very accuratety cempen3ating the hose
retrieve speed for the Increase in drum diameter
as how is rewound onto the drum.
Here's how it works. A.sensor bar, riding against
the hose as it winds onto the drum, operates a cam
on the variable speed drive pulley by way of a cable.
As the cam rotates, th-e pulley pitch is adjusted just
enough to accuratetyl compensate for changes in
hose speed over the entire retrieve cycle. The result
is an even application from beginning to end!
Important: The Cadman engine drive sy iern uses
V P.S.I. because it is self -mired and separate
from the fluid irrigated. whereas pistons, bellows,
or turbines lose 5 to 20 A.S.I. This loss has to be
overcome by a pump running harder. These other
systems usually result in using less main lime or a
smaller gun nozzle in order to keep the pump
pressure witNn operating maximums,
THE CADMAN 2-250, 2625 AND 3000S ARE USED FOR MANY DIFFERENT
WATER APPLICATIONS AS WELL AS LIQUID MANURE AND MUNICIPAL WASTE.
trliodel Hose
t LG.
-
Rase
L€iragth:
Input P S I
atraveller
Gun.
PSI:-:
FEow Fiaie
GPM
-Lane
Spacjctgk=
Aces
per`Pull._
Time to Apply.
f 1 rrxracre
Time
per'F�ullF;�
_
13©
85 :.
15
223
4 4
3 9 hr
B, hr ro;
I
2250- 2-25'
, ZOD
330
75
t 130
Y
225' -
ri r �_
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r
3 51tr
�
715
f4 O'hr �
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-
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14D ,
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3�
3: rhr14.2,hr�,
3:
12 9iht
_
t 30
t35
155 " 5
240
_� 5 5
2 9 hr t
T 6 0'hr
'
I 2625 '. 12 025"
1
900
1,50
$8
19U2�5
'i
b S 7
2 4 hr
;
a13 7 hr 4
150
7S =2t35y
-:f252'Y;.
5 7
2 2 hr
w #2 5hr
,
30
$5
"��` 2$5
,=r294
9
r 1 6
7 $zhr'
3000S
130`.
75
320 '
u
i�%t30U'��
4 ;5 0 r
1 4 hr. t
-27 0%
=1
3.04"
15o
85
,31t5
5 3
r
151)
75
375
311Tr
�� 5 3
1 2 hr
4fhr
r6
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rruwfrcGi: e�q stunts LOrlitid ovwj - A rw' T:ayaler pradUC*d. p C')I trkgt 511V
W. pwr ^ pips hard WXC.4&i" am a3 amiacia ". m ono comt+ary.

S I N C E 1 9 5 2
50
Y E A R S O F
E X C E L L E N C E
Cadman
POWER EQUIPMENT
M

RUGGED FRAME
The lower frame is constructed of heavy wall
3 x 6 inch tubing. The upper frame is
constructed of mainly 3 x 5 inch tubing. The
use of steel tubing gives all Cadman Travellers
higher torsion strength than typical I-beam
constructions.
TURNTABLE
All Cadman Travellers are equipped with
bali-bearing turntables. With multiple locking
positions and a centrally located lock pin,
positioning of the Traveller is made simple
and easy.
HEAVY-DUTY DRUM
The one-piece drum core is made from 3/16'
steel plate for continuous support. Cadman
overszes its core diameter to prevent stress
on the hose, promoting longer life and easier
wrapping of the hose. With reinforcing ribs
and welded construction, the Cadman drum is,
by far, the strongest in the industry.
LONG-LASTING DRUM BEARINGS
The drum bearings are constructed of high
strength lubricated nylon. Virtually maintenance -
free, these bearings will provide years of
trouble -free service. The real advantage,
however, is the ability to maintain oversized
plumbing on the inlet side of the drum, giving
you maximum efficiency. Competitors usually
bottleneck the inlet so they can keep the cost of
the ball bearing they use down,
HIGH QUALITY HOSE
Cadman Travellers use only the best quality
hose available. Our polyethylene hose is
manufactured to ASTM and CSA standards for
rough field use and long life.
LARGE PLUMBING
Large 4' diameter plumbing is used on the reel
to reduce pressure loss. Each elbow uses
2 pounds per square inch. The Cadman
Traveller has far lower elbows than used by
others. We have no bottlenecks of smaller
pipes and hoses. Our Traveller is not a
pipefitter's nightmare! It is designed to utilize
pressure to its fullest advantage in order to
operate the reel easily and maintain an energy -
efficient irrigation system.
POSITIVE TRACTION CHAIN DRIVE
All Cadman Travellers are driven by a
single No. 80 chain, running over the
large diameter of the drum on traction
pins. This gives Cadman the advantage
of maximum torque amplification vs. smaller
Laser -cut sprockets used by others. By putting
less strain on the drive system, less power is
needed to rotate the drum, therefore giving
you maximum efficiency.
HEAVY-DUTY CRANK DOWN
STABILIZERS
As standard equipment, the Cadman 3000,
3250 and 3500 come with crank down
stabilizer legs. The easy -to -use telescopic jacks
are built to Cadman's specifications for rigid,
trouble -free operation. As an option, hydraulic
stabilizers can be installed.
ENGINE DRIVE
The Cadman engine drive system loses
"0" P.S.I. because it is self-contained and
separate from the fluid irrigated, whereas
pistons, bellows or turbines lose 5 to 20 PSI.
This loss has to be overcome by a pump
running harder. These other systems usually
result in using less mainline or a smaller gun
nozzle in order to keep the pump pressure
within operating maximums.
TRANSMISSION
A wide speed range is achieved in Cadman's
engine drive system by using a combination of
drive and driven variable speed pulleys and a
clutch reduction transmission. Simply turn the
knob to adjust the drive pulley to the desired
speed and engage the transmission lever.
There is no need to change gears to achieve a
specific speed. As well, an alternate PTO wind -
in is incorporated into the transmission. Very
clean and easy to operate!
AUTO STOP
When the gun cart reaches the reel, a simple
device activates two safety switches_ If one
switch fails, the second takes over, ensuring
maximum safety tot you and the machine.
HOSE BUILD-UP SAFETY
If the hose guide malfunctions for any
reason, a safety switch is activated
by the speed compensator to shut
off the engine. This prevents the hose
from miswrapping and crushing itself.

BRAKE
A disc brake ensures that proper tension is
applied to the drum when unwinding the hose.
This prevents recoil when the tractor comes to
a stop at the end of the pull. When fully
applied, the Traveller can then be moved safely
from field to field without concern of recoil.
EASY -TO -READ SPEEDOMETER
All Cadman Travellers are equipped with an
easy -to -read speedometer, displaying the hose
retrieval rate.
ACCURATE HOSE INDEXING
Cadman's hose guide system keeps the
polyethytene hose in its place accurately and
efficiently. With its rugged design,
maintenance is kept to a minimum.
FEEDER HOSE
A standard 4' x 25' hose is supplied to connect
the Traveller to your mainline. As with
everything else, Cadman uses the best quality
high pressure hose and clamps.
GUN AND CART
An appropriate sized quality gun is standard.
Cadman offers a choice of three different carls
for the 3000. 3250 and 3500. For low crops or
manure application, a 28' clearance cart is
available. For medium height crops we have a
46' clearance cart and for high crops a 62'
clearance cart is available. These rugged carts
are made of steel tube construction. Based on
three wheels (no skids), the carts have variable
width adjustment to fit the plant rows. Riser
extensions are also available as an option for
orchard applications.
OPTIONAL FAST HITCH TOOL BAR
As an option, any single axle Cadman Traveller
can be fined with a pintle hitch and supplied
with a fast hitch tool bar for your tractor.
Making your work easier, a pin on the toolbar
fits through the pintle hitch and lifts the tongue
of the Travetler. By simply operating the
tractor's 3-point hitch control, the Traveller can
be moved from field to field without ever
getting off the iractor,
TOP VIEW OF CADMAN MECHANICAL
CAM DRIVESPEED COMPENSATION
HOSE SPEED COMPENSATION
The Cadman MECHANICAL CAM DRIVE HOSE
SPEED COMPENSATION SYSTEM has simplified
the task of very accurately compensating the hose
retrieve speed for the increase in drum diameter
as hose is rewound onto the drum.
Here's how it works. A sensor bar, riding against
the hose as it winds onto the drum, operates a tarn
on the variable speed drive pulley by way of a cable.
As the cam rotates, the pulley pitch is adjusted just
enough to accurately compensate for changes in
hose speed over the entire retrieve cycle. The result
is an even application from beginning to end!

Model
Hose
Hose
Input-P.S.I.
Gun
Flow Rate
-.�.t_ane
Acres
Time to Apply.
Time
I.D.
Length
at Traveller
'R.S I.
'GPM `'
Spacing
per Pull..
1 inch acre
per P p1l,
130
85"=240
263'
9.0
2.3 hr.
20.7-hr:
130
75
225
.27.1'
9.3
2.0 hr.
18.6 hn
3000
WIDE BODY
3.0"
1075'
150
85
245
275'
9.5
1.8 hr.
. 17.1 hr.
150
75
265
280'
9.6
1.8 hr.
16.3 hr.
130
85
260
280'
8.8
1.7 hr.
15.0 hr.
130
75
290
283'
8.9
1.6 hr.
14.2 -hr.
3250
WIDE BODY
3.25"
975'
150
85
315
294'
9.3
1.4 hr.
13.0 hr.
150
75
345
300'
9.4
1.3 hr.
12.2 hr.
130
85
325
300' '
9:0-
1.4.hr.
12.6 hr.
130
75
365
310'
9.3
1.2 hr.
1-1.2 hr.
3500
WIDE BODY
3.5"
925'
150
85
400
320'
9.6
1.1 hr.
10.5 hr..
150
75.
430
330'
9.9' .
1.0 hr.
9.9 hr.
See your irrigation representative about Cadman's complete line of irrigation products.
Power Units Caprari Water Pumps Aluminum Pipe and Fittings PVC Pipe and Fittings Manure Pumps
Cadman Power Equipment Limited, whose policy is one of continuous improvement, Cadman Power Equipment's 50 years of leadership and
reserves the right to chango specifications, design of prices without incumng experience in design and manufacturing stands behind ever
obligation. p g y
Cadman Traveller produced.

mnowdar, in tr�rkx'n.
PMN,FjS0NT 100 SERIES BIG GUN® PERFORMANCE - U.S. UNITS
100 TAPER BORE NOZZLE 100T
140T —Specify size when ordering ail
0.50' 0.55" 0.60" 0.65' 0.70"
9309-050 9309-055 9309-060 9309-065 9309-070
Flow Path
0,75" 0.80" 0.85" 0.90" 1.0"
9309-075 9309.080 9309-085 9309-090 9309-100
PSI
GPM
ol. Fr
GPM
DIA. Fr
GPM �Xu FT
I GPM ol. Fr
GPM
DIA n
GPM
o,w n
I GPM c+- FT
GPM
ou n
GPM
or., FT
GPM
DIA Fr
40
47
191
57
202
66
213
78
222
91
230
103
2401
118
250
134
256
152
262
-
-
50
50
205
64
215
74
225
87
235
100
245
115
256
130
265
150
273
165
280
204
300
60
55
215
69
227
81
240
96
250
110
260
126
270
143
280
164
288
182
295
224
316
70
60
225
75
238
88
250
103
263
120
275
136
283
155
295
177
302
197
310
243
338
80
64
235
79
248
94
260
110
273
128
285
146
295
165
305
189
314
210
325
258
354
90
68
245
83
258
100
270
117
283
135
295
155
306
175
315
201
326
223
335
274
362
100
72
255
87
268
106
280
123
293
143
305 1
163
316
185
325 1
212
336
235
345
289
372
110
76
265
92
278
111
290
129
303
150
315 1
171
3241
195
335 1
222
344
247
355
304
380
100 TAPER RING NOZZLE i OOTR
100TR = Body + Cap + 1 Taper Ring
Specify, size when ordering ff:0
0.64' 0.68" 0.72- 0.76" 0.80"
9257-016 9257-017 9257-018 9257-019 9257-020
COMPONENTS:
Body Taper Ring Cap
#9956-001 #9257-??? #6745
0 Co (1) ----- ,
Flow Path
0.84" 0.88" 0.92" 0.96'
9257-021 9257-022 9257-023 9257-024
Psi
GPM
DIA FT
GPM
olu Fr
GPM
aA Fr
GPM
ou. FT
GPM
ou FT
GPM
are Fr.
GPM
DIA FT
GPM
ou Fr
GPM
EWA Ft
40
67
212
76
219
86
225
98
233
110
242
125
250
136
254
151
259
166
275
50
75
224
85
231
97
240
110
250
123
258
139
266
152
271
169
279
185
288
60
83
239
94
246
106
254
120
264
135
273
153
281
167
286
186
294
203
303
70
89
249
101
259
114
268
130
277
146
286
165
295
180
300
200
309
219
320
80
95
259
108
269
122
278
139
268
156
297
176
306
193
313
214
324
235
336
90
101
268
115
278
130
289
147
299
166
308
187
317
204
324
227
334
249
345
100
107
278
121
288
137
298
155
308
175
318
197
327 1
216
334
240
344
262
355
110
112
288
127
298
143
308
163
317
183
326
207
336 1
226
342
251
353 1
275
364
100 RING NOZZLE 100R
100R = Body + Cap + Set of 7 Rings
Specify size when ordering
Complete set of 7 rings only = #6847
0.71" 0.77'
6738-071 6738-077
COMPONENTS:
Body Ring
Cap
#9956-001 #6738-???
#7872
EA3)
KID o
a
0.81" 0.86"
0.89"
0.93"
6738.081 6738-086
6738-089
6738-093
Flow Path
0.96'
6738-096
PSI
GPM
o+A Fr
GPM
aA cr
GPM
or. FT
GPM
ol. F7
GPM
[NA VT
GPM
Ix. Fr
GPM
orgy Fr
40
66
208
1 78
212
91
275
103
224
118
235
134
238
152
242
50
74
220
68
225
100
230
115
240
129
250
150
255
167
260
60
81
235
96
240
110
245
125
260
141
270
164
275
183
280
70
88
245
104
250
118
260
135
275
152
290
177
295
198
300
80
94
255
111
265
127
275
145
285
163
300
189
305
211
315
90
99
265
117
275
134
285
154
295
173
310
201
315
224
325
100
105
270
124
230
142
295
162
305
782
320
212
325
236
335
110
110
275
130
290
149
305
170
315
I 191
325
222
335
248
345
E;iom.r..s — b-.d Siy G" ' p.rfwmanc. dole �— b— obl.i..d " kJ id..l t., co..d­ ad m y 6. od. Jt a*.n.d br wi.d. F. Nd� N-J_ In;gv
Cn,poraw., �.d.a .0 rwa..+dion ngeni.q drod.e co.,d,iar., v.lvn..l, a �prm,ior. bie.
Nelson Irrigation Corporation 848 Airport Rd. Walla Walla, WA 99362 USA Tel: [phone] Fax: 509.5Z.7907 E-mail: [e-mail] Web site: www.nelsonirrigotion.tom

ONjSQN 150 SERIES BIG GUN® PERFORMANCE - U.S. UNITS
150 TAPER BORE NOZZLE 150T
i 50T -Specify size when ordering
EA
0.70" 0.80" 0.90" 1,0"
9317-070 9317-080 9317-090 9317-100
Flow Path
1.1" 1.2" 1.3" 1.4"
9317-110 9317-120 9317-130
PSI
GPM
DIA. FT
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DIA. FTJ
GPM
DIA, FT.
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DIA. FT.
50
100
250
130
270
165
290
205
310
255
330
300
345
350
360
408
373
60
110
265
143
285
182
305
225
325
275
345
330
365
385
380
446
396
70
120
280
155
300
197
320
245
340
295
360
355
380
415
395
483
412
80
1 128
290
165
310
210
335
260
355
315
375
380
395
445
410
516
427
90
135
300
175
320
223
345
275
365
335
390
405
410
475
425
547
442
100
143
310
185
330
235
355
290
375
355
400
425
420
500
440
577
458
110
150
320
195
340
247
365
305
385
370
410
445
430
525
450
605
471
120
157
330
204
350
258
375
320
395
385
420
465
440
545
460
632
481
150 TAPER RING
NOZZLE
150TR
COMPONENTS:
Body Toper Ping
150TR = Body + Cap + 1 Taper
Ring
#9238-iii #628
Specify size when ordering
EjD
Flow Path
CE4 Co CD
0.88"
0.96"
1.04" 1.12"
1.2" 1.28" 1.36"
9238-022
9238-024
9238-026 9238-028
9238-030 9238-032 9238-034
PSI
GPM
DIA. FT
GPM
DIA. FT.
GPM
DIA FT
GPM
DIA. FT.
GPM
DIA FT.
GPM
DIA. FT.
GPM
DIA. FT.
50
135
270
164
286
196
302
233
318
274
333
319
347
369
358
60
148
284
179
301
214
317
255
334
301
351
350
367
405
378
70
159
299
194
315
231
331
276
349
325
366
378
382
437
393
80
170
310
207
330
247
346
295
364
347
381
404
397
467
409
90
1 181
320
220
340
262
357
313
377 1
368
396
429
411
495
424
100
191
329
231
350
277
366
330
386
388
405
452
423
522
436
110
200
339
243
359
290
376
346
397
407
416
474
433
54B
446
120
209
349
253
369
303
386
361
407
425
426
495
443
572
457
150 RING NOZZLE 150R
15OR = Body + Cap + Set of 7 Rings
Specify size when ordering
Y1 -3
1.08" 1.18"
6287-1l1R A787-1iA
0.86" 0,97"
6287-086 6287-097
COMPONENTS:
Body R^9
Cap
#9773 #6287-?ii
#6286
V
Flow Path
CD 1�
1.26" 1.34"
i.4i" 1.47"
A787-126 6287-13A
A7R7-141
PSI
! GPM
DIA. FT.
GPM
DIA. FT.� GPM
DIA. FT j
GPM
DIA, FT.I
GPM
DIA. FT.
GPM
DIA. FT.�
GPM
DIA_ FT. E
GPM
DIA, FT
50
100
245
130
265 j
165
285 j
205
300
! 255
320
300
335 j
350
350 j
385
353
60
i 110
260 j
143
280 1182
300 j
225
315
275
335
j 330
354 j
385
365 j
423
368
70
j 120
270
155
290 j
197
310 j
245
330
295
350
355
365
415
380 j
458
383
80
128
280 j
165
300
210
320
260
340
315
360
380
380 j
445
395 j
490
399
90
135
290 j
175
310 !
223
330 1
275
350
j 335
370
405
390 j
475
405 j
522
409
100
143
300
185
320
235
340 !
290
360
355
380
j 425
400
500
415
550
419
110
j 150
310 j
195
330 j
247
350 j
305
370
370
390
445
410 j
525
425 j
577
429
120
j 157
315 j
204
335 j
258
360 j
320
380 j
385
400 j
465
420
545
435 j
603
439
bn,.d — 14• ,m «,, &o C-- —,:a . duo h« b.— oW.-d M d., id-1 .u, cond,.o . -d " b..d--* f—d by - d. — vd A, — --,a,�a , a o» s ha _ HA_ b,:,.s_
— np.rr.rmwn rp„d,y 6,oc4, c—.h,—...,dw,. " d „ate.. -
Nelson lrrigalion (orporation 848 Airport Rd. Walla Walla, WA 99362 USA Tel: [phone] Fox: 509.525.7907 E-mail: nelson@ne#sonirr.com Web site: www.nelsonirrigation.com

ineral Installation
,ecommendations:
FOR GASKET PIPE
Installation
Excavation, Laying, Testing, and Back -
filling Instructions are usually provided
by the Engineer ill charge of the project.
Reference may also be made to Ameri-
can Society for Testing and Materials
Standard, ASTM D-2774 "Recommended
Practice for Underground Installation of
Thermoplastic Pressure Piping."
Excavation
1. The trench bottom shall be stable,
continuous, relatively smooth, and free
of rocks or other objects detrimental to
the pipe. 11 shall provide continuous
support for the pipe, and bell holes shall
be provided for the bell and spigot joints,
valves, and other system components
that might act as a fulcrum. When made
through a rock cut, at least 4" of com-
pacted satisfactory bedding material
shall be provided.
2. The trench depth shall place the pipe-
line at least 6" below the lowest recorded
frost depth, and shall place the pipeline
depth at least di" below grade.
3. The trench width at the top of the pipe
shall be as narrow as practical to allow
adequate room for joining the pipe and
to allow proper compaction of the sidefill.
sidered-1-, u9 the pipe $D-
4. Pipelines shall be cased, bridged, or
otherwise protected at locations where
they will be subject to heavy surface
loads due to shallow burial. Casing shall
also be used in spanning creeks and
gullies, extending 8 It. on either side of
the creek or gully.
Jointing
1. The pipe shall be jointed in the trench,
oraboveground, in accordance with the
Jointing Instructions.
2. It Is important that the gasket be clean
and properly seated, the spigot end well
lubricated, and the bell and spigot ends
aligned correctly in both planes.
3. If jointing Is done above ground, care
should be taken when lowering pipe into
the trench that the depthof the joint entry
remains correct. Check that the depth
of entry mark oA the spigot ends Is flush
with the face of the bell. Jointing of 6"
and large pipe Is usually done in ttie trench.
4. AT NO TIME should a back -hoe or
similar device be used to assemble pipe.
Thrust Blocking
As with other push-fIt rubber gasketed
joints, the pipe will not lake end thrust
without restraints. Thrust blocks are
usually required at dead ends and
wherever the line changes direction of
30 degrees or more.
1 _ Thrust blocks shall be placed so that
the bearing surface is in direct line with
the major force created by the pipe or
fitting. Concrete having a compressive
strength of 2000 psi is the recommended
blocking material, and may be poured
between the simplest of forms and the
undisturbed earth bearing surfaces.
2. Thrust blocking size may be calculated
as follows:
a) Multtpfythe pressure level desired
for testing by the value shown in the
table for thrust on fittings:
Thrust in Pounds
Pipe
Size
90
Elbow
45
Elbow
221h
Bend
Dead End
or Tee
6"
48.74
26.38
1145
313.10
e',
02.61
44.72
22.80
61.18
10"
1 128.84 1
69.47 1
35.42 1
95.05
12"
J 180.54 1
77.23 1
49.82
1 133.70
bj Determine the bearing strength of
the soil from the following lable:
BEARING STRENGTH OF SOILS
SOIL 11). per Sq. Ft.
Muck peal, etc. 0
soft clay 1,000
Sand 2,000
Sand and gravel 3.000
Sand and gravel cemented with clay 4,000
Hard shale 10.000
c) Divide the total thrust on the fitting
(step a) by the bearing strength of
the soil (step b). The result is the
square feet of area needed on the
face of the thrust block.
d) Thrust blocks should haunch the
Pipe or fitting, not encase It. .
Backfiiiing
1. Place select backfill and compact
under the haunch, along the sides of,
and over the top of the pipe to a com-
pacted depth of at least 6". This backfill
shall ba soils that allow good compaction
and placed in 6" layers, well compacted.
1t shall be free of rocks, frozen clods, or
other hard objects.
2. The final backfill may then be made in
the usual manner, but care should be
taken not to dump large rocks or heavy
objects on the Initial backfill and pipeline.
3. If the joints and littings must be left
exposed while under test, backfill to
within one foot of each side of the joint
or fitting to prevent deflection of the
pipe while under test pressures.
Testing
1. ALL AIR IN THE PIPELINE SHALL BE
BLED OFF CAREFULLY WHILE FILLING
THE LINE WITH WATER FOR TESTING.
Entrapped air in the line can cause ex-
cessive test pressures, and create un-
necessary problems. Air shall be bled
off at the high spots In the line. Air
removal may also be accomplished by
pushing a foam plug through the line by
incoming water pressure.
2- Test pressures maybe 1 y: limes the
designed operating pressure of the.
pipeline, but shall not exceed the maxi-
mum pressure rating. of the pipe.
3. After pressure test and acceptance
of testing, the uncovered joints and fit-
tings shall be initially backfilled with
well compacted soil, and then covered
with final backfill.
4. Hydraulic pressure testing of the
pipeline shall be carried out initially at
Intervals not exceeding 500 yards and
thereafter at intervals not exceeding
1,000 yards.
Radius Bends
Gradual change of direction may be
achieved by deflecting or cocking RI E13ER
Joints a maximum of 3 degrees without
affecting the hydraulic seal of the joint.
Offsets are made only after the straight
in -line assembly is made. Deflections at
the joint and minimum curve radii (ft.)
obtainable are listed below:
Degree of
Deflecilon
at the Joint
Offset, Inches
Radius, feet
1
4.2"
1,150'
2
a.3"
572'
3
12.3"
` 381'
-4-
,. S

on each side of the pipe to provide support free from Voids.
Care should be taken to avoid deforming, displacing, Pr
damaging the pipe during this phase of the operation.
A Final backfill
6.4.1 -General. After pipeline testing, final backhli shall be
placed and spread in approximately unifotm layers in such 4
manner as to fill the trench completely so that there will be no
unfilled spaces under or about rocks or lumps of earth in the
backfill. Final backfill shall be free of large rocks, frozen clods
and other debris greater than 76 mm (3 in.) in diameter. Rolling
equipment or heavy tampers should be used to consolidate the
final backfill only after the minimurti depth of cover has been
placed and only with pipe h} ving wall thich;ssea greatj4 rharl
that of $DR-41.
SECTION 7-SP9CIAI. COtJ4R)?RATIO1{s
7.1 Bell holes for rybber gasket Jotnq. When the pipe being in-
stalled is provided with .rubber gasket' joints, bell holes shall be
ezcavated in the bedding material to *11ow for the unobstructed
assembly of the joint. Care should be taken that the bell dole is no
larger than necessary to accomplish prgper joint assembly. When the
joint has been made, the bell hole should be carefully filled with
TABLE 11 - THRUST BLOCKING ANlp ANCHORS FOR UNDERGROUND, IRRIGATION rIPELIPJES
Step 1. Multiply the working ressure by the approprlate value
�4itsa ahowp In the following table to obtain total thrust In N (lb)'
hr~.f i!.'r.
O•'• �. PIPELINE THRUS'P FACTORS!, t
t �
•1.f.�.�
;y, a ,4.e.
ripe Size Dead End
90e
-Ae
22-112e
In, axis or Tee
Elbow
Elbow
Elbow
1-1/2 38.1 2.94
4.16
2.25
1.15
2 50.8 4.56
6.45
3.50
1.78
2-1/2 63.6 6.66
9.40
5.10
2.60
3 76.2 9.80
13.9
7.51
3.62 ti
3-1/2 88.9 12.8
18.1
9.91
4.99
4 101.6 16.2
23.0
12.4
6.31
5 127.0 24.7
36.Q
18.9
9.63
6 152.4. 34.8
49.2
26.7
13.9
8 203.2 Wit
83.5
4f.2
23.0
10 254.0 91.5
130.0
70.0
35.8
12 304.8 129.0
182.0
98.5
50.3
Based on thrust per kPa (psi) pressure
t Blocking for cross may no{ be needed Wi0 lopf branch Bnes.
Step 2. Determine the Clearing s{rength
of f,e
Ali from the table
below.
HEARING STRENGTIi OF SOILS
1
Solis and Safe Hearing Load
Ib/112
kPa
Sound Shale
�p 004
478.8
Cemented Gravel and Sand
difficult to pick
4 000
191.5
Coarse and tine compact Sand
3 000
143.6
Medium Clay -Can be spaded
2000
95.8
Soft Clay
1 000
47.9
Muck
0
0
Step 3. Divide the total thrust obtained in Stc 1 by the bearing
strength of the soil to get the area needed,
m2 (11gl•
SIDE THRUST ALTERNATE PROCEDURE
ripe Size
Side Thrust -per Degree!
in. men
lb
N
1-1/2 38.1
6.1
22.7
2 50.8
7.9
35.1
2-1/2 63.5
11.6
51.6
3 76.2
17.1
76.1
3-1/2 88.9
22.4
99.6
4 101.6
28.3
125.9
5 127.0
43.1
192.7
6 162.4
60.8
270.6
8 203.2
103.0
468.2
10 254.0
160.0
711.7
12 304.9
225.0
1000.8
Based oa side thrust per 689 kPa (100 psi) pressure per degree of
deflection.
NOTE: Multiply side thrust from table by degrees of deflection
times kPa (psi) divided by IDD to obtain total side thrust in N (lb).

.f
i
`
4
Figure 2. Anchorage blocks for in -line valves.
Table 1 is the forces encountered at end plugs. to calculate
forces encountered at bends, tees and ;eyes, multiply the figure in
Table 1 by the factors given in Table 2.
Table 1. Thrust W at End Plugs
Thrust in lbs_ for test cressure in osi
0
Pipe Diameter
inches
100 PSI
150 PSI
200 PSI
--
250 PSI
lZ
295
440
590
740
2
455
680
910
1140
211
660
990
1320
1650
3
985
1480
1970
2460
4
1820
2720
3630
4540
6
3740
5600
7460
9350
8
6490-•
9740
13,000
16,200
10
10,650
16,000
21,300
26,600
12
15,150
22,700
30,200
37,800
14
20,600
30,800
41,100
51,400
16,
26,600
39,800
53,100
66,400

1
Table 2. .Factors .for Calculating Thrust W for
Elbows and'Tees.
Elbows: 900' = 1.4114--- Tees = 0.70 L
60° = 1.00
450 = 0.76,---
30° = 0.52
'22.50
_ '0.39
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe Bearing Load
Soil
Mulch, peat and similar
Soft Clay
Sa nd
Sand and gravel
Sand and -gravel cemented
with clay
Hard shale
lb/ft2
0
1000 0 Zv�
2000
3000
4000
10,000
Thrust block area (ft2) - {J - Thrust (Table 1 & Table 2)
F o1Searing strength a le 3)
In placing concrete thrust blocks, check with -the manufacturer of the
pipe being used to ensure that the correct size thrust blocks are
being used.
There are a number of machines that can be used to prepare the
trench for PVC plastic pipe. Soil types, moisture content, depth of
trench required and type and diameter of pipe must be considered.
Generally chain trenches, wheel trenches, backhoes, or vibrating plows
will be used for trench preparation. The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diameter of pipe. Under most conditions the chain- trencher or wheel
trencher will be faster than the backhoe. Where wide trenches for large
pipe are required, the backhoe will be most satisfactory. If soil
conditions permit, long stretches of open trench will expedite pipe
installation. However, if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in the line at obstructions,
trenches should be curved within limits of curvature of the pipe.
-7-

INSTALLATION
Diamond Agricultural PVC Pipe should be assembled and
installed with uniform and continuous support from a firm
base in accordance with the installation procedures provided
in ASTM D2321, and the Installation Guide for PVC Water
Pipe (a "pocket -sized" edition is available from your
representative or from Diamond Plastics Corporation.)
Embedment materials are to be in accordance with soil
classifications listed under Unified Soil Classification
System, ASTM D2487.and ASTM D2488.
Tc assemble, clean mating surfaces of the bell, spigot, and
gasket. Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to the entire spigot end up to the
referent^ mark. Also, apply lubricant to the contact surface
of the gasket.
With the pipe in straight alignment, push the spigot into
the bell up to the insertion line. if a pry bar is used to
apply force, the pipe should be protected by placing a board
between the bar and the pipe.
If norrhal force does not complete the joint, disassemble. the
joint and examine the parts to make ce:;ian they are free of
obstructions. Visually inspect the completed joint to insure
the gasket has not been dislodged.
Table 5.
APPROXIM;TE (;UIDE FOR ESTIMATED RANGE OF DEGREE
OF COMPACTION VERSUS EMBEDMENT CLASS AND METIIOD
OF PLACEMENT AS PERCENT OF STANDARD PROCTOR
DENSITY OR RELATIVE DENSITY, FOR t;RANGLAR 161ATERIALS IN PARENTHESIS"
F5,EMBEDMENT I It ill Iv
M.rwfxclur�
DESCRIPTIO.s GA -,A.. SJMu,CGn.t n6.cJ C.rJ,n riot Glair.
MJIL ws 5a4 C;". sods 5n.ls
wr tt., 1 r/n[ 9 1; 411 Gillr Jr5 .J...on Mt u.J { of Normto Rf+m..-1 M."', R-gc
M•95-100 95 IP) 95 100 % 100
a,nr>vr (75 1005 ,K0 0;1
Dcn.J1 b, 1 ek 6697 MW Lt7V5 1590
C-1-d— C1 �,�.nuen LU 95 KW
Ifb 15) Itl1+':.
IIyJI'Lu (.:}LU
1 JU 1J1)
• �---Iw...l, fO RII fill t. -��--i,4 NI !l175-.
krl.u,r •1. .� .... .r.l .n l.ytnl.rv.
1 }... vf.i. ... _ rrf•i ... Cu..k',h r....... .1;. 1'J i. uil• .......
rra. i....l, ... .. .....1n•L..rn .n J.1It... a laa,r, . 1 ...1 In. .. .... �...i .. 1....J,- i.u.ly. r ....I ..
n.. ..... ..... � .. i. Jf .�t.. .v A. ...I �Ma.,.. .1.... a .I. .. i 1., ... ..,.. r. i 1.. ,I. .I..
Table 4. U/:$CRIr TION (W I:n10k:Df11:NT MATERIAL ('LA 1\III CAIIn H�
su+L x1nL nl�.Cprrsul. uL
C L.IAS TPrp IIATI'ZJAL CLANMIVATWI
CU.. 1 Sw1,• Nwi.f,ru.r.. uLJ.. i•a.wl.. +Mr...l- If. r. 1 .n
.I.��n/ .A..wi.l. M•wy •r Y:.w•1 .iL.i(ruarr ...x .a rr.a.:J ...•r ....... n..l:•
r.l rrv.Fd J•1• ..wM.. rw J+� .x.tk.
0.1 11 So.k • • py r.p V. d L..rrk ar L-0 .rd ..i...+r., k..k ..... 1.r1 4.{ .. w...J
r hrrs rn.we, .w Nn a t.r�a Mrt N.n C4{ .....n:J �• N.. y.. .;c•.
Clr,..
Cr rnrll l••&J 1..•r1. W f.n.!-,yy ..i...,r.. lirk .. n.. f.A.. W4 .. :.4
Y fr.rwn rtuinN .n H. 1 r.r.., Nor. N.. \\{ �......J .•n M,. Yr..:.•.
Ck..
0.«i... r,..<. No ..w : M..r .Aan •7{ .....n.rl ... n' f rr. ....: 1'1; w
Sr rn..1i L•.JsJ .rWr W 1•••rlli .a.W.. I.r.k .. w• f.n.. n .,- .J :......
n`r•hri�... l'rro.
( bn 111 5.41• LN Shcr Lu-rb. —I INN 1.6 ........4 ..v.. 1. u.w .....•J
Hn . rw r, Nrr Nan kri rru..rJ•.... H.. 1r...: •. -
CC Cr.lrf L••'rH. Lrr• i •W .1.1' �• �rF .. ...•1 ...... .ir w.. .....nrJ
w, IJ.. A.— N..< W. VF ..ui.aJ,nw K. .....
SN S.ki ..nJ.. rw.ua . a1..r N.n MrL ..f ,. r. ..r , .. >,.• i ..
NJ..r Nu. LNL .n.:..rl .. H.. =..1
SC Cl.r+f raAC.. u..7 rl.i wu..r.• I.I.rr N.. Wd -4 ,...... 1....... 1••-•:• w.• ,
w.<. NJ— N- Y^ ...a,vJ r H... jlf. ..'.r
C.... Iv 5•••r. 414. I...Lwr .J4. •rr7 T.. rN.. • •� M1.r., .. k. .I.a ,..,,..• 1 _.- . I.w..
SfK r ku- 79i � r..e I....r. ti hn .�.:.•
4.A tr,r.. Lquq • . - �.i «r 4.. Lri .. �.r: 1...... �_ .....
..11 1n.r1..1 a.n._ r«a'nw .. J, r•w...... 1... ..... .•..: .. .:........n. 1 �..-.
l.n.. ".— Nan
C7/ L.ul.r.. rltlr .r
CI. \S,.." fL llr,.n„ .ip. N nia.. ••1'! •f.. .1 b. 1.1... 1 � r i.•.- av, ., ..
n1 Ixpn. rbr. ..t w.rJ...m .. L.in rJ.gr.> C V..J 1..... ,. .... P.n a.rC ,•.j ..
R ►rn. —L W .11,r. C'M7 n1.n.r ­1.
S...1.u...161-d;. A$TI.i U 110 rrr0. f.. C1'. l ­­1 ...1. .. J: f....l.r. •al.. 11 _,;1
.....au.. r ..n ASTN D tail, ktl N.n 5{ I+••'•'•• %0 ...r
•.. I. uW.nra ..n 45TI, U .LT d,, nr. 3% I;S pw•wf V.. - r.J ... .y.rL...
rl..,.f:...... in,i .. n•.< d.v.t.r ;v;r d CL.11 H J.n. 1 Cl- 111
The haunching area is most linporlant to the support of
PVC pipe. For good support. the haunching are;r should be
compacted to the densities given in the Long Terin
Deflection Chart.
Figure 2
0

Irrigation Water Conveyance
High -Pressure, Underground, Plastic
Pipeline Specifications
Installation
Minimum depth of cover. Pipe shall be installed at suffi-
cient depth below the ground surface to provide protection
from hazards imposed by traffic crossings. farming opera-
tions, freezing temperatures, or soil cracking. As minimum
depth of cover for pipe susceptible to any of these hazards
shall be:
Pipe diameter Depth of cover
n n
througn-21A ...:...........
3 through s.................................................................... 24
6 or more. 30
In areas where the pipe will not be susceptible to freez-
ing and vehicular or cultivation hazar*s and the soils do not
crack appreciably when dry, the minimum depth of cover
may be reduced to:
Pipe diameter Depth al carer
R 0
,A through 1 A ..... .».... ......... ............... ........................ 6
2 through 3............. ........................... ....... ........... ....... 12
4 thrDNgh 6........ »....._,,, . ».» »...........,...... 78
#Aorn than a . .................... 24
In cranberry bogs where the pipe is not susceptible to
freezing and heavy equipment is never allowed, the mini-
mum depth of cover may be S in for a 64n diameter pipe
and 12 in for a larger pipe.
The minimum cover for potyethylene pipe is 6 in but may
be reduced to 2 in where conditions warrant. The minimum
cover for PVC pipe in cranberry bogs, where the pipe is to
be protected from freezing after winter flooding, shalt be 12
in, if the winter flood equals or exceeds 12 in. where the
winter flood is lean than 12 in, the top of the pipe shall be
at bast 24 in below the water surface. Solvent -welded joints
shall be used at all connections of PVC pipe where peat
and muck exist in their normal layered pattern. Rubber
gasket joints may be used following normal bedding proce-
dures where coarse sand or cement layers exist.
At low places on the ground surface, extra Cell may be
placed over the pipeline to provide the minimum depth of
cover. The top width of the fill shall then be no less than 10
tt and the side slopes no steeper then 6:1. If extra protect
lion is needed at vehicle crossings, encasement pipe or
other approved methods may be used.
Trench. construction. The trench at any point below
the lop of the pipe shall be only wide enough to permit
the pipe to be easily placed and joined and to allow the
initial backfill material to be uniformly placed under.the
haunches and along the side of the pipe. The maximum
trench width shall be 36 in greater than the diameter of
the pipe, tf the trench is precision excavated and has a
semicircular bottom that closely fits the pipe, the width
shall not exceed the outside diameter of the pipe by
more that 10 percent.
The trench bottom shall be uniform so that the pipe lies
on the bottom without bridging. Clods, rucks, and uneven
spots that can damage the pipe or cause nonuniform sup-
port shall be removed.
it rocks, boulders, or any other material that can damage
the pipe are encountered, the trench bottom shall be under-
cut a minimum of 4 in below final grade and titled with bed-
ding material consisting of sand or compacted tine -grained
soils.
Pipelines having a diameter of 'A through 21A in that are
to be placed in areas not subject to vehicular loads and in
soils that do not crack appreciably when dry may be placed
by using "piow•in" equipment instead of conventional
trenching.
Provisions shall be made to insure safe working condi-
tions where unstable soil, trench depth, or other conditions
can be hazardous to personnel working in the trench.
Placement. Care shall be taken to prevent permanent dis-
tortion and damage when handling the pipe during unusu-
ally warm or cold weather. The pipe shall be allowed to
come within a few degrees of the temperature it will have
after it is completely covered before placing the backifll,
other than that needed for shading, or before connecting
the pipe to other facilities. The pipe shall be uniformly and
continuously supported over its entire length on firm stable
material_ Blocking or mounding shall not be used to bring
the pipe to final grade.
For pipe with belt joints, bell holes shall be excavated in
the bedding material, as needed. to allow for unobstructed
assembly of the joint and to permit the body of the pipe to
be in contact with the bedding material throughout its
length.
Johns and connections. All joints and connections shall
be designed and constructed to withstand the design maxi-
mum working pressure for the pipeline without leakage and
to leave the inside of the line tree of any obstruction that
may tend. io reduce its capacity below design requirements.
Ali fittings, such as couplings, reducers, fiends, tees, and
crosses, shall be installed according to the recommenda-
tions of the pipe manufacturer.
Fittings made of steel or other metals susceptible to cor-
rosion shall be adequately protected by being wrapped with
plastic tape or by being coated with a substance that has
high corrosion -preventative qualities. If plastic tape is used,
all surfaces shall be thoroughly cleaned and coated with a
primer compatible with the tape before wrapping.
Thrust blocks. Thrust blocks must be formed against a
solid hand -excavated trench wall undamaged by mechani-
cal equipment. They shall be constructed of concrete, and
the space between the pipe and trench wall shall be filled
to the height a the outside diameter of the pipe or as spec-
ified by the manufacturer.
Testing. The pipeline shall be tested for pressure strength.
leakage, and proper functioning. The tests may be per-
formed before backfilling or anytime after the pipeline is
ready for service.
SCS, January 1989

Irrigation slater Conveyance 430-DD-5
Tests for pressure strength and leaks shall be accom-
plished by inspecting the pipeline and appurtenances while
the maximum working pressure is maintained and all joints
and connections are uncovered, or by observing normal
operation of the pipeline after it is put into service. Partial
backTills needed to hold the pipe in place during testing
shall be placed as specified in "initial Backfill." Any leaks
shall. be repaired and the system retested.
The pipeline shalt be tested to insure that it functions
properly at design capacity. At or below design capacity
there shall be no objectionable flow conditions. Objectiona-
ble flow conditions shall include water hammer, continuing
unsteady delivery of water, damage to the pipeline, or detri-
mental discharge from control valves.
Initial backlill. Hand, mechanical, or water packing meth-
ods may be used.
The initial backlill material shall be soil or sand that is
free from rocks or stones larger than 1 in, in diameter. At
the time of placement. the moisture content of the material
shall be such that the required degree of compaction can
be obtained with the backfill method to be used. The initial
backfill material shall be placed so that the pipe will not be
displaced, excessively deformed, or damaged.
If backfilling is done by hand or mechanical means, the
initial fill shall be compacted firmly around and above the
pipe as required to provide adequate lateral support to the
pipe.
it the water packing method is used. the pipeline first
shall be filled with water. The initial backfill before wetting
shall be of sufficient depth to insure complete coverage of
the pipe after consolidation. Water packing is accomplished
by adding enough water to diked reaches of the trench to
thoroughly saturate the initial backfill without excessive
pooling. After the backfill is saturated, the pipeline snail
remain lull until after the final backfill is made. The wened
fill shall be allowed to dry until firm before beginning the
final backlill.
Final backfill. The final backfill material shall be free of
large rocks. frozen clods, and other debris greater than 3
in. in diameter. The material shall be placed and spread in
approximately uniform layers so that there will be no
unfilled spaces in the backfilf and the backfill will be level
with the natural ground or at the design grade required to
provide the minimum depth of cover after settlement. Soil-
ing equipment shall not be used to consolidate the final
backfill until the specified minimum depth of cover has
been placed.
All special backfilling requirements of the pipe manufac-
turer shall be met.
Basis of acceptance. The acceptability of the pipeline
shall be determined by inspections to check compliance
with all the provisions of this standard with respect to the
design of the line, the pipe and pipe marking, the appurte-
nances. and the minimum installation requirements.
Certifications and guarantee. If requested by the state
conservation engineer, a qualified testing laboratory must
certify with supporting test results that the pipe meets the
requirements specified in this standard. The seal of
approval of a recognized laboratory on pipe bearing one of
the ASTM designations listed in this standard may be
accepted for this certification.
The installing contractor &hail cartify that his or her instal-
lation complies with the requirements of this standard. He
or she shall furnish a written guarantee that protects the
owner against defective workmanship and materials for not
less than i year. The certification identifies the manufac.
turer and markings of the pipe used.
Materials
Quality of plastic pipe. The compound used in manufac-
turing the pipe shall meet the requirements of one of the
following matarats:
1. Polyvinyl chloride (PVC) as specified in ASTM-D-.i784,
Code
Material classification
Type 1, Grade f .................. _........... - --....... ........ 12454-B
Type I. Grade 2.................... 12454-C
Type It. Grade i............................................ .... _..... 14333-0
2. Acrylonitrile-butadiene-styrene.(ASS) as specified in
ASTM-a 17a8.
Code
Material Ctsssificimn
Type1. Grade 2......................................................... 5-2-2
Type1. Grade 3......................................................... 3--s-5
Type tl, Grade 1........................................................ 4-4-5
3. Polyethylene (PE) as specified in ASfM-0-1248.
Code
Material Classification
Grade P14, Cum C.............................................. IC --Pia
Grade P23, Class C............................ .......... _.......... IIC-P23
Grade P33, Class C................................................. illc-P33.
Grade P34, Class C.................................................. iVI-1234
The pipe shall be homogeneous throughout and free
from visible cracks, holes, foreign matter- or other defect.
The pipe shall be as uniform in rotor, opacity, density, and
other physical properties as is commercially practicable.
Pipe requirements. All pipe installed under this standard
shall be pressure rated for water.
The relationship between standard dimension radw,
dimensions, hydrostatic design stresses, and pressure rat-
ings shall be determined by one of the following formulas:
For PVC, ASS, and PE pipe with outside diameter
controlled:
P . DO -1 or P A-t
SCS, January1989

i
{
FRICTION LOSS CHARTS
FOR DIAMOND PIPE
IPS DIMENSION
`
Q 4-inch 5-Inch 6-Inch 8-Inch 10-Inch
Gallons
Per Min. FRICTION HEAD LOSS IN FEET PER HUNDRED FEET
150
1.11
160
1,26
170
1.41
180
1.57
190
1.73
200
1.90
220
2.28 .81
.34
'09
240
2.67 -95
.40
6
.10
.12
260
3.10 1.10
.5
.14
280
3.56 1.26
.1
300
4.04 1.43
.61
.17
320
4.56 1.62
.69
340
5.10 1.82
_77
.21
.24
3
5.67 2,02
2.22
.86
.95
.26
1 380
6.26 2 45
6.90
1.04
.28
400
2.69
1.14
31
420
2.92
1.25
.34
4
3.18
1.35
.37
460
3.44
1,46
Al
480
330
1.58
43 ..4 3
500
1.89
550
2.22
.61
650 0
2.58
.71
2.96
.81
700
3.3fi
.93
750
3.78
1.04
800
4.24
1.17
850
Table based on Hazen -Williams
4.71
1.30
900
950
equation=Cw = 150
5.21
1.44
1.58
5.73
1000
i/ To find friction Bead loss in
1 73
1050
PvC pipe having a standard
i 88
1 100
dimension ratio other than 21,
2.05
1 150
the values in the table should
2.2 1
1200
be multiplied by the
39
2.1
1250
appropriate conversion factor
2.57
1300
0
(F) shown below-,
2.76
2.95
3.16
3.35
)ss below bold line indicates velocities in excess of 5 feet per second
;locilies which exceed 5 feet per second are not recommended.
Paoe 2
135
1400
1450
1500
1600
1700
1800
1900
2000
.12
.14
.15
.18
.21
24
.28
.32
.36
.40
.44
.49
.54
.59
.65
.70
.76
.82
.88
.95
1.01
1.08
1.15
1.30
1.45
1.62
1.79
1.97
12-Inch
_060
.083
.096
.110
.125
141
.158
.175
.194
.213
.233
.254
.276
.298
.322
346
.371
.397
.423
.451
.50.3
.568
.632
698
.767
.840
i
J

r r��
LOSS
IN
POLYETHYLENE
HOSE
PRICTION
PER f00 FEET POLYETHELINE
IRRIGATION HOSE (WATER)
Is.S.I. FRILTIOt{
LOSS
50
40
O.D. 1SM
!35
125
120
317
93
2B7
275
63
2.1 1.60
1.34
I.D. JxS.
4.5
4.1
4.0
0.4
--
--
--
--
__
-- 1.1
3.1
SAL/ 10
--
--
_
`-
_-
--
-_ 2.3
6.6
KIN. 20
- -
-
__
--
_ _
- -
- r
- -
--
1.4 4.0
11.2
30
--
- -
- `
_
__
- -
2.1 6.0
l6.9
4a
50
_ _
- -
` "
_ _
_ _
- -
1.2
2.9 8.4
60
- -
-
-
_ _-
1.0
1.6
2.0
3.9 11.2
4.9 14.4
-
70
-
-
1.3
"
80
- -
-
- -
1.6
2.5
6.1
90
- "
1.1
1.9
3.0
7.5
-
100
'"
--
1.3
2.3
3.6
_
110
- -
- ^
- -
1.6
2.70.5
+i.9 -
- -
120
130
- "
--
--
_ _
0.7
0.8
1.B
2.1
3.1
3.6
4.'I
5.6-
--
140
_ "
_ _
_ _
0.9
2.4
A.1
6.4-
150
- -
_
_ _
1.0
2.7
4.6
7.2-
160
_
�_
1.2
3.0
5.7
8.1
170
180
- -
--
_
0.9
1.3
3.4
3.7
5.7
6.3
6.9
9.9
--
190
- -
- -
1.0
1.4
200
-
0.9
1.1
1.6
1.7
4.1
4.5
7.0
7.6
210
220
0.9
1.0
-1.2
3
I.3
1.9
4.9
5.3
8.3
9.0
-
730
-
1.1
1.2
1.
1.5
2.1
2.1
5.7
9.B
-
- -
244
250
0.9
!.3
1.6
2.4
2.6
6.2.
6.6-
- -
- -
-
-
260
270
1.0
1.0
1.4
1.5
1.7
1.9
2.6
7.1
280
1.1
1.2
l.b
1.7
2.0
2.1
3.0
3.2
7.6-
290
300
1.2
1.B
2.2
2.4
3.4
3.6
8.6-
9.2
310
320
1.3
1.4
1.9
2.0
2.5
3.B
9.7
330
1.5
2.2
2.7
4.0
- --
340
1.6
2.3
2.6
4.2
- --
350
1.7
2.4
3.0.
4.5
-
-
360
1.7
2.5
3.2
4.7
- --
3-70
1.B
2.7
4.9-
380
1.9
2.0
3.5
5.2-
390
2.0
2.9
3.7
5.5
400
2.1
3.1
3.8
5.1-
420
2.3
3.4
4.2
6.3-
40
2.5
3.7
4.b
6.8-
40
2.7
4.0
5.D
7.4-
480
3.0
4.3
5.4
B.D-
500
3.2
4.6
5.8
- -
-

Y 80
(60)
s
60
3 (45)
0
0.
Y 40
(30)
20
(15)
Engine Performance Curve
Rating: Grass Power
Application: Industrial - Continuous
300 Series Engine
Model: 4039D
71 hp @ 2500 rpm
53 kW ® 2500 rpm
....
........ ........
...'
176
(239
--....-:...:
lb-ft
Nm)
....
..........
Torque
I
.... ............
----
;....
149 Ib-ft ..........:...
(202 Nm)
71Ihp
.......................
. Continuous
Power
:...:.......:.........:....
-..:.._:-..:.
-------------
Fuel Consumption .. ,-'
200
(271) z
180
(244)
ar
tr
160
(217)
0.40
(242)
a
0.36
(218) !
d
M
u.
1000 1200 1400 1600 1800 2000 2200 2400
Engine Speed - rpm
Air Intake Restriction -- 12 in.H2O (3 kPa) Exhaust Back Pressure -- 30 in.H2O (7.5 kPa)
Gross power guaranteed within + or - 5 % at SAE J1995 and !SO 3046 Certified by: Curve 4039D71IC
conditions: 77'F (25 °C) air inlet temperature
Source Factories:
29,31 in.Hg (99 kPa) barometer
104 °F (40 °C) fuel inlet temperature Dubuque, Saran
-J�-�-��- 0.853 fuel specific gravity Dale: 09-93 6D °F (75.5 °C) Sheet 1 of 2
Conversion factors: Power: kW = hp x 0.746 7 sno 9 3
Fuel: 1 gal = 7.1 Ib, 1 L = 0.85 kg
Revised data
Torque: Nm = lb-ft x 1.356 '
All values are from currently available data and are subject to change without notice.

600
w 500
_-
13
1 400
Z
30o
200
0
100
0
BERKELEY PUMPS CURVE 4117
DATE 3-1-88
PAGE 2.02
TYPE "B" RATING CURVES SUPERSEDES -
ENGINE DRIVE Curve4117 Page 2.02
m Dated 4-1-85
C...: mawi.1 C.I. r.R.N■. H-1663 u.mm. H-1863 VARIQUS /L►.Y. - cYw.
I",..R..; Ym—w C.I. r.R.N.. L-3001 M.tI..M.. L-3058 oi� 13-1/2" FULL r. o.3.Lww,•w,.eM
MAXIMUM WORXINO PRE33uR! 247 PSI w q "to
r
MEE
UmEmpam
Bran
Ml
I
!..
01,10
0 ,00 2W 300 400 500 600 700 Boo 900 1000 1f00 1200
CAPACITY IN U.S. GALLONS PER MINUTE
C-7049 e..,. - T-2554 ,.,..,.... C-7048 o,ib 10-27-71 0.1. 3-29-72 -MODEL B 3 J 4 B M
�i
LL 35C
z_
0
300
x
250
z
r
0
i 200
0
0
150
100
50
0
0 100 200 300 4W 500 600 700 Boo 900 1000
CAPACITY IN U.S. GALLONS PIER MIINuYEMUIR Ad
r `,
1 30
:DELI
C...: met-.i C.I. rN1.Ns. H-1939 Y1.KA.Na H-1939 VlR10y3 R.P.W. _ cyco"
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Field Calibration Procedures_ ;
for Animal Wastewater Application Equipment
__ ` !
I�
HARD HOSE AND.
CABLE TOW TRA1/E�.R�
IRRIGATION SYSTEM....,-,,.,,,.':
_. .♦!r, `.,ram
North Cdr61ina-C66perative
EXtensl0n ,S-e NKe _;- _
North -Car*a; State.- University
fL

Field Calibration Procedures
for Anima! Wastewater Application Equipment
HARD HOSE Land application equipment used on animal production farms must be field
AND CABLE' calibrated or evaluated in accordance with existing design charts and tables
TOW TRAVELER according to state rules that went into effect September 1, 1996. Technical
IRRIGATION SYSTEM Specialist certifying waste management plans after September 1, 1996, must
also certify that operators have been provided calibration and adjustment
guidance for all land application equipment. The rules apply to irrigation sys-
tems as well as all other types of liquid, slurry, or solid application equipment.
Information presented in manufacturers' charts are based on average op-
erating conditions for relatively new equipment. Discharge rates and applica-
tion rates change over time as equipment ages and components wear. As a
result, equipment should be field calibrated regularly to ensure that applica-
tion rates and uniformity are consistent with values used during the system
design and given in manufacturers' specifications. Field calibration involves
collection and measurement of the material being applied at several locations
in the application area. This.publication contains step-by-step guidelines for
field calibration of hard hose and cable tow traveler irrigation systems.
General Guidelines
Operating an irrigation system differently than
assumed in the design will alter the application rate,
uniformity of coverage, and subsequently the applica-
tion uniformity. Operating with excessive pressure
results in smaller droplets, greater potential for drift,
and accelerates wear of the sprinkler nozzle. Pump
wear tends to reduce operating pressure and flow.
With continued use, nozzle wear results in an increase
in the nozzle opening, which will increase the
discharge rate while decreasing the wetted diameter.
Clogging of nozzles or crystallization of main lines
can result in increased pump pressure but reduced
flow at the gun. Plugged intakes will reduce operating
pressure. An operating pressure below design pressure
greatly reduces the coverage diameter and application
uniformity. Field calibration helps ensure that nutri-
ents from animal waste are applied uniformly and at
proper rates.
The calibration of a hard hose or cable tow system
involves setting out collection containers, operating
the system, measuring the amount of wastewater
collected in each container, and then computing the
average application volume and application unifor-
mitt'.
An in -line flow meter installed in the main
irrigation line provides a good estimate of the total
volume pumped from the lagoon during each irriga-
tion cycle. The average application depth can be
determined by dividing the pumped volume by the
application area. The average application depth is
computed from the formula:
Average application depth (inches) _
Volume pumped (gallons)
27,154 (gal/ac4n) X Application area (acres)
The average application depth is the average
amount applied throughout the field. Unfortunately,
sprinklers do not apply the same depth of water
throughout their wetted diameter. Under normal
operating conditions, application depth decreases
towards the outer perimeter of the wetted diameter.
Big gun sprinkler systems typically have overlap
i based on a design sprinkler spacing of 70 to 80
percent of the wetted sprinkler diameter to compen-
n

Field Calibration Procedures
for Animal Wastewater Application Equipment
sate for the declining application along the outer
perimeter. When operated at the design pressure, this
overlap results in acceptable application uniformity.
When operated improperly, well -designed systems
will not provide acceptable application uniformity.
For example, if the pressure is too low, the applica-
tion depth will be several times higher near the
center of sprinkler and water will not be thrown as
far from the sprinkler as indicated in manufacturers'
charts. Even through the average application depth
may be acceptable, some areas receive excessively
high application while others receive no application
at all.
When applying wastewater high in nutrients, it is
important to determine the application uniformity.
Collection containers distributed throughout the
application area must be used to evaluate application
uniformity.
Many types of containers can be used to collect
flow and determine the application uniformity.
Standard rain gauges work best and are recom-
mended because they already have a graduated scale
from which to read the application depth.
Pans, plastic buckets, jars, or anything with a
uniform opening and cross section can be used
provided the container is deep enough (at least 4
inches deep) to prevent splash and excessive evapora-
tion, and the Iiquid collected can be easily trans-
ferred to a scaled container for measuring. All con-
tainers should be the same size and shape to simplify
application depth computations.
All collection containers should be set up at the
same height relative to the height of the sprinkler
nozzle (discharge elevation). Normally, the top of
each container should be no more than 36 inches
above the ground. Collectors should be located so
that there is no interference from the crop. The crop
canopy should be trimmed to preclude interference
or splash into the collection container.
Calibration should be performed during periods
of low evaporation. Best times are before 10 a.m. or
after 4 p.m. on days with light wind (less than 5
miles per hour). On cool, cloudy days the calibration
can be performed anytime when wind velocity is less
than 5 mph.
The volume (depth) collected during calibration
should be read soon after the sprinkler gun cart has
moved one wetted radius past the collection gauges
to minimize evaporation from the rain gauge. Where
a procedure must be performed more than once,
containers should be read and values recorded
immediately after each setup.
Calibration Setup for Hard Hose and
Cable Tow Traveling Guns
Hard hose and cable tow traveling guns are calibrated
by placing a row (transect) of collection containers or
c gauges perpendicular to the direction of travel, Figure
1_ The outer gauge on each end of the row should
extend past the furthest distance the gun will throw
wastewater to ensure that the calibration is performed
on the "full" wetted diameter of the gun sprinkler.
Multiple rows increase the accuracy of the calibration.
Containers should be spaced no further apart than
1/16 of the wetted diameter of the gun sprinkler not
to exceed 25 feet. At least 16 gauges should be used in
the calibration. Sixteen gauges will be adequate
except for large guns where the wetted diameter
exceeds 400 feet.
(Maximum recommended spacing between
gauges, 25 feet X 16 = 400 feet.) Gauges should be set
at least one full wetted diameter of throw from either
end of the travel lane, as shown in Figure 1.
The system should be operated such that the
minimum travel distance of the gun cart exceeds the
wetted diameter of throw. Application volumes
should be read as soon as the last gauges stop being
wetted.
01

c
Row of
collection >
gauges
Direction of travel
HARD HOSE AND CA13LE TOW TRAVELER
IRRIGATION SYSTEMS
Reel cart
Left 1 Right
$ 7 6 5 4 3 2 111 2 3 4 5 6 7 a
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Gun
cart
Wetted diameter
(320 feet)
At least one wetted
diameter end of field
Figure 1. General layout and orientation
of collection gauges for calibration of a hard hose and cable tow traveler Irrigation systems.
CAt_ISRATION PROCEDURES
:r-
1. Determine the wetted. diameter of the gun-.
2::Deterrrnine the number of collection gauges and spacing between gauges, Fc
feet, the rain gauge spacing should not exceed-20 feet (320 ft / 16 im 20 ft
3. Label gauges outward from the gun cart as either left or right {1.7; L2; etc
4. 4. Set_out gauges along a row as labeled and shown in Figure 1, equally spaced
item 2 (20 feet). The row should be at least one wetted diameter from either
gauge on,each side of the travei lane should be 112 the gauge spacing from 1
gauge spacing of 20 feet, Ll and R1 should be 10 feet from the center. of.tlie
S. Operate thersystern for the time required forthe gun to completely pass aIi ci
the "starting"'time that wastewater begins to,6e.applied along the.row_of ga
when wastewater no longer is, being applied anywhere along the `row Also re
feet for the time of operatiori.
6:. Immediately record the amounts collected in each gauge. `(Refer to Table 1 fo
7 :. Identify those gauges that fall outside the effective lane spacing; Figure 2. Tbi
volume that would be collected when opera ting:ttle system on the adjk6nt,i
8. Superirn se. (left to:right and vice versa).the gauges lust outside the effectiv€
inside the effective width. Add the volumes together,`
.4
For the:layout shown in Figure 2,. add the, volume (depth) collected in gat,
lane'spacing) to volume (depth) collected in gauge LS (inside the effecLvie l41
added to L6; L$ is`added,to 115; and L7 is added to R6;'This is now the applic
.the effective lane spacing adjusted for overlap

Field Calibration Procedures
for Animal Wastewater Application Equipment
Reel cart DP
I
8 7 16
0 010
Direction of travel !1
I�
Lane 1
Left
Lane 2
Right
8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Left Right _ I
5 4 3 2 1 1 1 2 3 4 5 6 J7/8
0 0 0 0 0 0 0 0 o a o 0
Gun
cart
Ii
I!
I
Effective lanes acing
(224 feet
Figure 2. Accounting for overlap
when calibrating a hard hose traveler system.
Gun
cart
Effective canes acing
(224 feet
.
CALIBRATION. PR6CEDURES (continued)
9.' Add the amounts collected in all gauges and divide by the number of gauges within the effective area. This
:.is the average'application`depth (inches) within the effective lane spacing.
Sum of amounts collected in all gauges .
Average application depth
1 Number of gauges within effective width
10.Calculate the deviation`depth.for each gaugejhe deviation depth is.the difference between each
individual gauge value and the average value of all gauges (#�. Record the absolute value of each
deviation -depth: Absolute value means the sign of the number (negative sign) is dropped and all values are
treated as positive: The symbol for absolute value is a'straight thin line. For example, 121 means treat the
number 2 as.an absolute value.' It does not mean the number 121. Because this symbol can lead to
misunderstandings, it is.hot used with numbers in the worksheets at the end of this publication. The
symbol is.used in formulas in the text.
Deviation depth'= IDepth collected in gauge i — average application depth]
"i".;refers to:the gauge number.
11. Add amounts in #10 to get."sum: of.the deviations" from the average depth and divide by the number of
.gauges to get the average: deviation.
5um of deviations (add amounts computed in #10)
Average deviation depth = `
'Number of gauges within effective lane_spacing .
12.The precipitation rate (inches/hour) is computed oy dividing the average application depth (inch) (#9) by
the application tirrne (Hours) 05j
Average application depth (inch)
Precipitation rate = -
Application time (hours)

HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
CALIBRATION PROCEDURES (continued)
13. Compute the average travel speed
Distance traveled (feet)
Average travel speed =
Time (minutes)
14. Determine the application uniformity. The application uniformity is often computed using the
mathematical formula referred to as the Christiansen Uniformity Coefficient.
It is computed as follows:
Average depth (#9) — Average deviation (#11)
U = X 100
Average depth (#9)
15. Interpret the calibration results. The higher the index value, the more uniform the application. An index of
1.00 would mean that the uniformity is perfect — the exact same amount was collected in every gauge.
For travelers with proper overlap and operated in light wind, an application uniformity greater than 85 is
common.
Application uniformity between 70 to 85 is in the "good" range and is acceptable for wastewater
application_
Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers. If the computed Uc is less than 70, system adjustments are required. Contact your irrigation
dealer or Certified Technical Specialist for assistance.
Table 1. Example calibration data for a traveling gun system operated in parallel lanes. Lane
spacing 70 percent of sprinkler wetted diameter.
a. Manufacturers' Specifications: Gun Model 150 Type Laper B re
Nozzle Dia. 0.9 in Pressure (Gun) 0 si Reel 105 psi
Wetted diameter 320 ft Effective Spacing 224 Flow 197 GPM
Hose Size: Length 800 ft Diameter 3 in
b. Spacing between collection containers (spacing 320 (ft) / 15) = 20 ft
c. Number of gauges =1 b
d. Start of Irrigation event 7:15 a.m.
e. End of Irrigation event :00 a. .
f.. Duration (e-d)_, 105 minutes
g. Travel distance 320 feet .
h. Operate the system and collect data.

Field Calibration Procedures
for Animal Wastewater Application Equipment
Table 1. Calibration Data (continued)
Gauge Distance. Volume Overlap
Corrected
Deviation
No. from Center Collected Adjustment
Volume
from Average*
(feet) (inches) (inches)
(inches)
(inches)
Ll 10 .94
.94
.235 (1 - j)
12 30 .80
.86
.095 (2 - j)
L3 50 .59
.59
.115 ( etc)
L4 70 61
.61
.095
LS 90 .50 .13
.63
.075
L6 • 110 .42 .20
.62
.095
L7 130 .33
L8 150 .07
R1 10 .73
.73
.025
R2 30 .81
.81
.105
R3 50 .92
.92
.215
R4 70 .64
.64
.065
R5 90 .50 .07
.57
.135
R6 110 .27 .33
.60
.105
R7 130 .20
R8 150 .13
'Absolute value; treat all values as positive.
L Sum of all volumes collected in #h 8.46 inches
J. Average catch (i/number of gauges within effective width (12)
0.705 inch
Distance traveled (ft)
320 ft
IL Compute the average travel speed =
-
_- 3.0ft/min
Time (min)
105 min
average depth (nches) 0.705 in
I. Precipitation rate = • - = 0.40 ' h
application time (hour) 1.75 hr
m. Sum of deviations from the average catch --I
n. Average deviation from average catch (m/12) 0.113
o. Uniformity coefficient
0.705 - 0.113
Uc = X 100 = 84
.0.705
p. Interpret results. Uniformity coefficient of 84 is in the good range for a traveler system. No adjustment
is necessary.

c
HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
Irrigation System Calibration Data Sheet for Hard Hose Traveler Irrigation System
DATE: Land Owner Farm No.
a. Manufacturers' Specifications: Gun Model Type
Nozzle pia. in Pressure (Gun) (Reel)
Wetted diameter ft Effective Spacing ft Flow GPM
Hose Size: Length ft Diameter in
b. Spacing between collection containers (diameter —eft) / 16) = ft
C. wetted diameter (ft)
Number of gauges =
gauge spacing (ft)
d. Start of Irrigation event
e. End of Irrigation event
f. Duration (e-d) min
Ow.ction d navel
g. Travel distance feet
h. Operate the system, collect data,
and record on the worksheet on page 8.
1. Sum of all catches inches
j. Average catch (i/number of gauges) inches
Distance traveled (ft)
k. Average travel speed = — Time (min)
1. Sum of ali deviations from the average catch
m. -Average deviation from average catch
n. Uniformity coefficient
a) —
U=
G)
(m)
- x 100 =
L_ 1 tar 2
U04 ■04
a 7! f 4 1 2 1 1 2 1 4 s 4 7
0 0 0 0 0 0 0 0 C 0 0 0 0 0 0 0
5 7 16 1 4 1 2 1 1 2 1. 7 { 17
00ieeoa0 00000�.,
01 0 y
I L I I
I
F� ure� we�rw J� I
Interpret the calibration data and make necessary adjustments.
For travelers with proper overlap and operated in light wind, an application uniformity Coefficient greater than
85 is common.
Application uniformity between 70 to 85 is in the "good" range and is acceptable for wastewater application.
Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers. If the computed U, is less than 70, system adjustments are required. Contact your irrigation dealer or
Certified Technical Specialist for assistance.
0

Field Calibration Procedures
for Animal Wastewater Application Equipment
Calibration Data (continued)
Gauge Distance Volume Overlap Corrected Deviation
No. from Center Collected Adjustment Volume from Average*
(feet) (inches) (inches) (inches) (inches)
Li
L2
L3
L4
L5
L6
L7 ,
L8
L9
Li 0
RI
R2
R3
R4
R5
R6
R7
R8
R9
Rlo
`Absolute value;
treat all values as positive_ Red can -------
4
Le tight
Row of 8 7 6 3 4 32 1 1 2 1 4 5 6 7 E
caUection 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9"es
Gun
can
0lrectian of travel
Mtted diameter At least ane welted
�— (326 feet} diameter end of field
ES

DENR—FRO
SEP 0 3 200
Dwo
Prestage Farms,. Inc.
August 30, 2013
Art Barnhardt
NCDNR-DWR
Aquifer Protection Section
225 Green St., Suite 714
Fayetteville NC 28340-6753
Subject: Plan of Action for Sandy Evans 19-20 Facility No. 78-45
Dear Mr. Barnhardt:
This letter is a response to the letter dated June 28, 2013 concerning corrective action
for violation 1, failure to maintain waste levels in the lagoon. Mr. Sandy was not aware
that Lagoon 2 had 11.75 inches to top of dam. He was reading the gauge installed by
Prestage Farms, which was installed using the top of the dam of lagoon 1 for both
lagoons.
Plans are to add additional soil material (approximately 7 inches) to the dam at the two
lowest sections of lagoon 2 at (T and X), and remove the crossover pipe from lagoon 2 to
lagoon 1. This will allow the two lagoons to operated independent of each other, and
allow for more storage in lagoon 1. New gauges will be installed in each lagoon.
Plans for corrective action for violation 3 failure of the waste collection, treatment,
storage structure are as follows. A sight investigation of both dams has been done and it
was determined that no other seepage is occurring along the base of either structure.
At point J & K of lagoon 1, where seepage is occurring soil borings have been done to
determine material used in construction. Upon investigation it was determined to the
best of my judgment the soil used in construction at these points is a CH material
(inorganic clays of high plasticity based on the unified soil classification). Water levels
were also determined in each soil boring and are shown on cross-section drawing
enclosed.
Plans are for Mr. Evans to pump lagoon 1 approximately 2.5 to 3 feet below elevation
95.86 to approximately elevation 93.00. We would like to dig a test hole with a back hoe
to determine how the dam was tied to the original ground surface. When this is
determined plans are cut a core trench 3 to 4 feet wide down to original ground level
approximately 10-15 feet from water level (elevation 95.86).and 20 to 30 feet crossing
HIGHWAY 421 SOUTH • P. 0. BOX 438 • CLINTON, N. C. 28329-0438 • PHONE [phone]

the seepage area. A track hoe will be used and the weight of the bucket and track hoe to
compact the soil in 6 to 8 inch lifts. According to soil boring the CH material will be used
back in the trench and compacted.
Mr. Greg Swain PE with Swain Consulting Services, Inc. Clinton NC assisted me on the
August 26.2013 visit, and will assist me during this repair. We will be present during all
repair work.
If you have any question concerning this Plan of action, please contact me at 910-596-
5749.
Sincerely,
49. AQ44"
G. Glenn Clifton
Technical Specialist
Prestage Farms, Inc.

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-- --- - - - - - . --- ----- -- - --- �- •� . //" l- - a �- --v/7 L/tom
http:Hmapper.acmc.com/ 6/25/2013

http:l/mapper.acme.com/ 6/21/2013

DENH—FKU
DEC 10 2013
()WQ
Prestage Farms, Inc.
December 9, 2013
Art Barnhardt
NCDENR-DWR
Aquifer Protection Section
225 Green St., Suite 714
Fayetteville NC 28340-6753
Subject: Final Work for Sandy Evans 19-20 Facility No. 78-45
Dear Mr. Barnhardt:
On September 26th 2013 final work for repairing the lagoon dam at point J & K of lagoon
1 for Mr. Sandy Evans has been completed as planned. A core trench was dug 3 feet
wide down to approximately 1.0 feet into original material and back filled with material
dug from trench. Any material unsuitable was removed and not placed back in the
trench. The material was placed in 6 to 8 inch lifts and compacted with track hoe. The
trench was dug beginning 10 to 15 feet beyond were we thought the seepage started
crossing the seepage area and going 10 to 15 feet passed the seepage area. We feel like
the action taken should resolve the issue of seepage through the dam in this area
identified by DWQ. The trench is located on map attached.
Also, a letter is enclosed from Greg Swain, Swain Consulting Services, Inc. who observed
the repair work. If you have any questions concerning final work for Mr. Evans, please
contact me at 596-5749 or by email glennc @prestagefarms.com.
Sincerely,
r fa
G. Glenn Clifton
Technical Specialist
Prestage Farms, Inc.
HIGHWAY 421 SOUTH • P. O. BOX 438 • CLINTON, N. C. 28329-0438 • PHONE [phone]

SWAIN CONSULTING SERVICES, INC.
November 25, 2013
Mr. Glenn Clifton
Prestage Farms, Inc.
PO Box 438
Clinton, NC 28328
Reference: Sandy Evans Lagoon Seepage
Dear Mr. Clifton:
This is to verify that I investigated the subject lagoon with you and Mr. Evans on
August 26, 2013. Based on the apparent isolated area of seepage, we
concluded that the best course of action was to first have Mr. Evans pump the
liquid down to stop pump level. Then a core trench would be dug along and
beyond the subject area parallel to the lagoon berm, remove any suspect
material, and compact existing and additional clay material back into the trench.
On September 26, 1 returned to observe the core trench activity. A trench
approximately 3-4 feet wide x 35 feet long was dug to below original clay
material. Excavated material was observed to have some older roots that were
removed, and the existing material was mixed and compacted back into the
trench. Any unsuitable material was removed and additional approved clay
material was utilized from off -site.
Based on observations and the limited degree of seepage at this lagoon, we
believe that the corrective action taken will resolve the issue in that area.
Sincerely,
R.-Gregory Swain, P.E.
President
X\0t nrCA�0i
'°LESS/�' ���'�':
SEAL
16415
��4/fAllllifill1f111v,
SWAIN CONSULTING SERVICES, INC.
150 Cain Creek Lane Clinton, NC 28328
Tel. [phone] Fax [phone] email [e-mail]

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'+ t r a. �.` '< •, ;, F� Imagery Date. 3/12�20111 flat, 34 3790$2°elan 79 1413679''elev ' 91 ft �eyeaEt?;5624ftt

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 9-50 County: Bladen
Facility Name: Lisbon #2
Certified Operator Name: Lloyd McCall Operator Number: 985986
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon NamellD: Lisbon 2
Spillway(Y or N): N
Level(inches): 18.5
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWO prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
'Attach a complete schedule with corresponding animal units and dates fro depopulation
'if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 2/17/2014
i hereby certify that I have reviewed the Information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the Information Is
accurate and correct
Murphy Brown, LLC Phone: [phone]
acility OwnertManager (print)
&4&4 • Date: 2/13/2014
Facility Owner/Manager (signature)

II. TOTAL FOUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure I D: Lisbon #2
line rn =
845.2 lb PAN
2. Structure ID:
line m =
lb PAN
3. Structure ID:
line m =
lb PAN
4. Structure ID:
line m =
lb PAN
5. Structure ID:
line m =
lb PAN
6. Structure ID:
line m =
lb PAN
n. lines I + 2 + 3 + 4 + 5 + 6 = 845.2lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PFRIOD_ DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD -
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 1966.1 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section Il) = 845.2 lb. PAN
PoA (30 Day) 2/21/00
J

x. Crop's remaining PAN balance (line v from section Ill) = 1966.1 lb. PAN
y. Overall PAN balance (w - x) -1121 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facility.
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
PoA (30 Day) 2/21100

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Namendentifier (ID): ILisbon#2 I -
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.5 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 0.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 254036 it
e. line cl12 x line d x 7.48 gallonslft3 82291 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 360395 ft3
h. current herd # 3400 certified herd # 3400
actual waste produced = current herd # x line g
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 111/2014
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00
360395 0'
®ft3
158067 ft3
646349 gallons
1.16 Ibs11000 gal.
845.2 lbs. PAN

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�.

ACME Manner 2.0 - 2_0 km WYNW of Marietta N(I Ct ld t/C LA M -7R _ SI_S
attp:l/mapper. acme. com/ 6/25/2013

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Sandy Evans.
Sandy Evans 19-20
1305 Marietta Rd.
Fairmont NC 28340
Farm Number: 78 - 45
Dear Sandy Evans:
riECU A74 reA
VVED
P 2 1 1999
FAYET'i EVILLE
REG.. OFF!CE
September 15, 1999
IT �
IEN��Wllwft
NCDIENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
You are hereby notified that Sandy Evans 19-20, in accordance with G.S. 143-215.1OC, must apply for coverage
under an Animal Waste Operation General Permit. Upon receipt of this letter, your farm has sixty (60) days to submit the
attached application and all supporting documentation. In accordance with Chapter 626 of 1995 Session Laws (Regular
Session 1996), Section 19(c)(2), any owner or operator who fails to submit an application by the date specified by the
Department SHALL NOT OPERATE the animal waste system after the specified date. Your application must be
returned within sixty (60) days of receipt of this letter. Failure to submit the application as required may also subject your
facility to a civil penalty and other enforcement actions for each day the facility is operated following the due date of the
application.
The attached application has been partially completed using information listed in your Animal Waste Management
Plan Certification Form. If any of the general or operation information listed is incorrect please make corrections as noted on
the application before returning the application package. The signed original application, one copy of the signed application,
two copies of a general location map, and two copies of the Certified Animal Waste Management Plan must be returned to
complete the application package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
1617Maif Service Center
Raleigh, NC 27699-1617
If you have any questions concerning this letter, please call Susan Cauley at [phone] extension 546 or Jeffery
Brown with the Fayetteville Regional Office at [phone].
SigKerrTiStevens
ly,
a
for
cc: Permit File (w/o encl_)
Fayetteville Regional Office (w/o encl.)
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled110% post -consumer paper

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