960051_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 96-0051 Certificate Of Coverage Number:
2. Facility Name: Daw & Son Farm
3. Landowner's Name (same as on the Waste Management Plan): Daw Farms Inc
4. Landowner's Mailing Address: 653 Hare Rd
City: Goldsboro State: NC
Telephone Number: 919-735-8332 Ext. E-mail: dawfarms,2 bollsouth.net
5• Facility's Physical Address: 1041 Mt Carmel Church Rd
City: Pikeville State: NC
6. County where Facility is located: Wayne
7. Farm Manager's Name (if different from Landowner):
g, Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None")
10. Operator Name (OIC): Paul Lewt Daw
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Wean to Feeder
Operation Types:
Pau] Lewt Daw
919-738-1927 Ext.
Maxwell Foods LLC
Phone No.: 919-738-1927
Allowable Count
3,200
AWS960051
4
Zip: 27534
Zip: 27863
OIC #: 26042
Swine
Cattle
Dry Poultry
Other Types
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep - Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers
MAR � 8 2019
�n9?d Ds!r2 s

ROY COOPER
Crlvemor
MICHAEL S. REGAN
Secretory
LINDA CULPEPPER
AirW"
r'
NORTH CAROLINA
Environmental Qualify
February 27, 2019
Daw Farms Inc
Daw & Son Farm
653 Hare Rd
Goldsboro, NC 27534
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at htt :/ de .nc iov/ab ut/ ivision ter-resources/wat r ual' -re Tonal- gration /afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
ion for
In order o assure your ontinued coverak a under the State Non -Di charLe eneral Permits, }'ou must submit an applicat
hermit coverage to the Divisi n. Enclosed you will fin a "R uest for Certificate of Coverage F3eili C rrentlti Covered b! an
Ex irin * State Non -Disc r e General Permit." The a �lication form must b corn leted. s' rrted and returned b�' Aril 3. 20
19.
Please note that You must include one 1 MY of the Certified Animal Waste Management Plan CAWMPI with the
completed and siened aunlicati n form A list of items included in the CAWMP can be found on pale 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
A P_'�
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Washington Regional Office, Water Quality Regional Operations Section
Wayne County Soil and Water Conservation District
AFOG Section Central Files - AWS960051
Maxwell Foods LLC
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13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
6/1/19921!50'0'(71ZL.;?,-
z '
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]
LIAR 2 8 2019
Qpsrat o s sccrcr

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: Hf Title:
Signa Date:
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Version —November 26, 2018
Mortality �,Nanagement Ahlethods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7
OComplete incineration according to 02 NCAC 52C .0102.
® a A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Q ❑ 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 by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
3 •— /3 -sr' `I
Date
f
Date

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Thursday, July 11, 2002
Producer: Paul Daw
Faun Name: Delanor Daw & Son
653 Hare Road
Goldsboro,NC 27534
Telephone # : [phone]
Type of Operation : wean to Feeder Swine
Number of Animals: 3200 pigs design capacity
Application Method: irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient contents of the waste. Do not apply more nitrogen than the crop
can utilize. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and avaialable water holding capacities. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special pre -cautions, waste may be applied to land eroding at up to 10 tons per acre per
year. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed under
DEM regulations. Wind conditions should also be considered to avoid drift and downwind
odor problems. To maximize the value of the nutrients for crop production and to reduce the
potential for pollution, the waste should be applied to a growing crop or applied to bare
ground not more than 30 days prior to planting. Injecting the waste or disking will conserve
nutrients and reduce odor problems. This plan is based on waste application through
irrigation for this is the manner in which you have chosen to apply your waste. If you choose
to inject the waste in the future, you need to revise this plan. Nutrient levels for injecting
waste and irrigating waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis report
from your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
3200 pigs X 0.4 tons waste/pigs/year =1280 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
3200 pigs X 0.48 Ibs PANfpigsfyear =1636 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 suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE &CLASS -
DETERMINING PHASE
2728
* P1
CRAVEN 2-6%
2728
P1
CRAVEN 2-6%
2728
P1
CRAVEN 2-6%
6955
* P2
CRAVEN 0-2%
6955
P2
CRAVEN 0-2%
6955
P2
CRAVEN 0-2%
6955
F3
NORFOLK 0-2%
6955
* P3
NORFOLK 0-2%
6955
* P3
NORFOLK 0 20A,
6955
* 04
NO r OLK 0-2%
6955
P4
NORFOLK 0-2%
6955
P4
NORFOLK 0-2%
6955
* P5
NORFOLK 0-2%
6955
* P5
NORFOLK 0 2%
6955
P5
NORFOLK 0-2 0
CROP
YIELD eS AW COMM A�-' LBS AW APPLIC.
ZCR
CODE
WACRE
USED TIME
w
120
0
2.41
2892 SEP-APR
SB
30
120
0
2.41
289.2 APR-SEP 15
C
105
111.25
20
2.41
268.113 MAR-JUN
C
115
123.75
20
3.3
415.8 FEAR-JUN
w
132
0
3.
443.52 SEP APR
SB
40
160
0
3.36
537.6 APR-SEP 15
w
144
3.91
563.04 SEP-APR
C
110
117.5
20
3.91
459.425 MAR-JUN
SB
40
1
0
3.91
625.6 APR-SEP 15
w
6
144
3.91
563.04 5EP-APR
C
11
117.5
20
3.91
459.425 MAR-JUN
SB
40
16
0
3.91
625. APR-SEP 15
W
6
144
0
1.
224.64 ___SE
C
110
117.5
201
1.56
183.3 MAR-JUN
SB
40
160
0
1.56
249.6 APR-SEP 15
TOTALS:
2953.95
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2

TABLE 2: ACRES WITH AGREEMENT OR LONG TERRA LEAS
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP UNITS LBS NIUNIT
C CORN _ _ BUSHELS 1.25
SB ISOYSEANS BUSHELS 4
W WHEAT BUSHELS 2.4
Page 3

TOTALS FROM TABLES 1 AND
ACRES LBS AW
N USED
TABLE 7 15.15 2,954
TOTALS. 15.15 2,954
AMOUNT OF N PRODUCED. 1,536
*** BALANCE _1,418
*** This number must be less than or equal to 0 in order to fully utilize the animal waste
N produced.
Acres show in each of the preceeding tables are considered to be the usable acres
excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and
perimeter areas not receiving full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than the acres shown in the
tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 243.2 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume
of waste being stored in your structure be within 1 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
TRACT
FIELD
SOIL TYPE
CROP
APPLICATION
RATE (INhr)
APPLICATION
ANIT (inches)
28
*P*Pl _
CRAVEN 2-6%
W
0.50
*1
28
•P1
CRAVEN 2-6%
SB
0.50
*1
?8
ON
CRAVEN 2-6%
C
0.50
*1
�5
*P3, *P4, *P5
NORFOLK 0-2%
W
0.50
*1
i5
*P3, *P4, *P5
NORFOLK 0-2%
SB
0.50
*1
i5
*P3, *P4, *P5
NORFOLK 0-2%
C
0.50
*1
i5
*P2
CRAVEN 0-2%
W
0.50
*1
s5
*P2
CRAVEN 0-2%
SB
0.50
*1
i5
*P2
CRAVEN 0-2%
C
0.50
*1
Page 4

x 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 the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 6

NARRATIVE OF OPERATION
This WUP has been written to reflect acreage figures from the irrigation design provided by
Kraig Westerbeek and Rainman Irrigation and approved by NRC3. It is written based on
irrigation pulls. The corn has 20 Ibs of N deducted from the PAN for residual N following the
soybean crop rotation. In the event the corn crop does not follow a soybean crop, the 20 lbs
may be added back in to the PAN allowance.
Page 6

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long terns access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a
copy of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions, and
level of management, unless there are regulations that restrict the rate of application for
other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no
greater than 10 tons per acre per year and appropriate filter strips will be used where runoff
leaves the field. These filter strips will be in addition to 'Buffers" required by DEM. (See
FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when 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" in the NRCS
Technical Reference - Environment file for guidance.)
*7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
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.
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 a crop on bare soil.
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
Page 7

component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other that 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 landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application 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.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon
berms and structures should be inspected regularly for evidence of erosion, leakage or
discharge.
*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 as a preemergence with no other 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 fpr 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 amd maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
Page 8

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 Department of
Agriculture regulations.
* Liquid Systems
Page 9

NAME OF FARM: Delanor Daw & Son
OWNER 1 MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the
farm named above. 1(we) know that any expansion to the existing design capacity of the
waste treatment and/or storage system or construction of new facilities will require a new
utilization plan and a new certification to be submitted to DEM before the new animals are
stocked.
(we) understand that I must own or have acces to equipment, primarily irrigation
equipment, to land apply the animal waste described in this waste utilization plan. This
equipment must be available at the appropriate pumping time such that no discharge occurs
from the lagoon in a 25-year 1-day storm event. I also certify that the waste will be applied
on the land according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Paul Daw
SIGNATURE:
NAME OF MANAGER (if different from owner):_
DATE: _ ._ _ 7 -1 �-�•�
please print
SIGNATURE:. DATE:
NAME OF TECHNICAL SPECIALIST: George H. Pettus
AFFILIATION: Goldsboro Hog Farms, Inc.
ADDRESS (AGENCY): PO Box 10009
Goldsboro, NC 27532
[phone]
SIGNATURE:_ _ DATE: 11 �TUH Ilv2
/U
Page 10

07/11/02 12:24 FAX [phone]
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DELANOR DAW
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FIELD BOOK, IRRIGATION 1998
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USDA United States
Agriculture of Wayne County, North Carolina
_
-00
,
_ . �:•
Farm 13225
Tract 9007
2016 Program Year
CLU
Acres
op
3
21.33
4
5.25
U
5
10.15
6
5.39
Page Cropland Total: 21.33 acres
Map Created November 02, 2015
Base Image Layer flown in 2014
Common Land Unit
Cropland
Non -Cropland
®Tract Boundary
Wetland Determination Identifiers
0 Restricted Use
0 Limited Restrictions
Exempt from Conservation
Compliance Provisions
3ducerand/or the NAIP imagery. The producer
USDA FSA maps are for FSA Program administration only. i nis map Goes noL iapieac R u --ya, ­ —Y
accepts the data 'as is' and assumes all risks associated with its use. The USDA Farm Service Agency assumes no remonsibility for actual or consequential damage incurred as a result of any user s reliance on this data outside FSA ragrams.
Wetland ider' do not represent the size, shape, or specific determination of the area. Refer to your original dete- "ion (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS.

USDA United States
Department of Agriculture Wayne County, North Carolina
• 4N 4
1 .•�' X ,aim
Farm 13225
Tract 9005
2016 Program Year
CLU Acres I HEL I Crop
3 14.73 1 NHEL
4 116.36 1 UHEL
Page Cropland Total: 4.73 acres
Map Created November 02, 2015
Base Image Layer flown in 2014
Common Land Unit
Cropland
Non -Cropland
QTract Boundary
Wetland Determination Identifiers
41 Restricted Use
0 Limited Restrictions
Exempt from Conservation
` Compliance Provisions
USUA I -SA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership; rather it depicts the information provided directly from the producer andlor the NAIP imagery. The producer
accepts the data 'as Wand assumes all risks associated with its use. The USDA Farm Service Agency assumes no res, onsibility for actual or consequential damage incurred as a result of any user's reliance on this data 0",,ide FSA Programs.
Wetland idW do not represent the size, shape, or specific determination of the area. Referto your original date, "lion (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS.

�= United States
ogpcut of
A
Soil
Conservation
Service
OPERATOR:
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that you,
your contractor, and Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand what is -expected so that final construction meets plans and
specification and the job can be certified for payment is involved). (if cast -sharing
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is -RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment lagoon.
The actual amount of material required for pads and dam may vary from the
estimates. The design.will attempt to balance cuts and fills as close as
possible. if additional material is required after construction is -complete
on _the lagoon, the contractor and owner will negotiate on the price and
location of borrow area.
NOTE: Design Requirement:
Estimate of Excavation:
Estimate of Pad & Dike:
- Ration
LS.g�Q35-
cu.fc. = cu.yds.
cu.ft. _ JjrJf� _cu.yds.
u:yd5.
Job Class / �Z
Da to
Designed By
Design Approva - -
ame
ua to
The $Od Ccn3ervation Service
13 an agency Of the
Oeoartment of Agriculture

OPERATION AND MAINTENANCE FLAN
------------------------------
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid I eve I to be
reached may vary due to soil canditions,fIushing operations, and
the amount of fresh water- added to the system.
Land app I i cation 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 that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
_. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 47.3 as marked by permanent markers. Stop pump -out when
the fluid level reaches elevation 45.1 or before fluid depth is
less than 6 feet deep (this prevents the lass of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.4
inch, per hour-.
F. Keep vegetat i c+n An -the embankment and areas id jaier,t to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair- any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. 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.

U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR
Landowner- Ml/-/G� _ ��4�z - County tcll��nlL
Community or Group No._ Conservation Plan No..
Estimated Depth of Water to Top of Q;M 10 Ft, Length of Flood Pool 190 Ft.
Date of Field Hazard Investigation SIB%�ic�
Evaluation by reach of flood plain downstream to the.point of estimated minor effect
from sudden dam failure.
Est. E`ev. :sv. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope:. Land Use Improvements Above :Floodwater Above
Flood Plain: _ Flood Plain
---- -. ,Ft. _ Ft. % - - --- - ----- � Ft. Ft. ---
2 - --
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach uvKt , 5ybbeA SRL-acA PoS6-S Flo &&gbde T
a PRE4x3 AM n?AJ�SZ 4/!!�`�'h'ara -4nC c2r Au.! LL bBRNed Anita ,' /► Z6l
Hazard Classification of Dam 0 b, c) (see NEM-Part 520.21)
Dam Classification (I, II III, IV,
By '�- /' _-- - ----
name titve)
Concurred By 11 -----
�
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date /LFZ
Date_

Animal waste lagoons are designed with permanent storage
(waste treatment volume) and temporary storage.
The designed e; month temporary storage is an estimated
volume based on: 1) waste from animals; 22) excess rainfall
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. The excess rainfall will vary greatly during 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 inches. Therefore, an average
of 8 inches of excess rainfall will 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
always be available. A maximum elevation is determined in
each design to begin pumping and this is usually the outlet
invert of pipe from building(s). If the cutlet pipe is not
installed on the elevation to begin pumping, a permanent
mariner must be installed on this elevation to indicate when
pumping should begin. After initial filling of lagoon, a
minimum 6 feet depth must be maintained for ane'robic
treatment of waste. An elevation must be established to
stop pumping to maintain the minimum treatment depth.
Pumping can be started or stopped anytime between these two
elevations for operating convenience so long as site
conditions permit (conditions are weather, soil, crop, and
equipment to apply waste to prevent runoff or leaching).
- - For this lagoon the maximum elevation to begin pumping is-
472, feet and the minimum elevation to pump to is4S1_ feet.
The design temporary storage, less 25 year storm, is a!�':Zow
cubic feet or2,]�K?Jrgal Ions. As stated before, this volume
will vary considerably from year to year.
This lagoon is designed to flush buildings with recycled
lagoon liquid, and fresh water should not be used for
flushing after initial filling.

oerator:Mik:e
Sasser County:
Wayne
Date:
06/01/92
Distance
to nearest residence (ether-
than
owner) :
1100.0
feet
1. STEADY STATE LIVE WEIGHT
0
sews
( farrow to finish)
x
1417
I bs . -
O
lbs
0
sows
(farrow to feeder-)
x
522
lbs. =
0
lbs
to
head
(finishing only)
135
lbs. =
0
1 b s
G
sows
(farrow to wean)
X
433
lbs. =
0
Ibs
3200
head
(wean to feeder)
.,
30
1 Lis. -
96000
1 Lis
TOTAL STEADY STATE LIVE WEIGHT (SSLW) _ 96000 lbs
. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 96000 lbs. SSLW x Treatment Vo I ume (C:F)/ I b. SSLW
Treatment Vo I ume (C:F) / I b. SSLW= 1 CF/.I b. SSLW
Volume _= 96000 cubic feet
3. STORAGE VOLUME FOR SLUDGE AC:C:UMULATICAN
Volume = 0.0 cubic feet ; "Owner requests no sludge storage.
Sludge will be removed as needed."
4. TOTAL_ DESIGN VOLUME
Inside top length 190,0 feet ; Inside top width 117.5 feet
Top of dike at elevation 49.0 .feet
Freeboard 1.0 feet ;-Side slopes 2.5 A 1 ( Inside lagoon)
Total design lagoon I i eau i d level at elevation 48.0 feet
Bottom of lagoon elevation 137.0 feet
Seasonal high water- table elevation feetri
Tota I design v6 I ume using Fir- i smo i da I formula
SS/END1 SS/ENDS' SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 185.0 112.5 11.0
AREA OF TOP
LENGTH * WIDTH =
185.0 112.5 '0812.5 ( AREA OF TOP)
r
AREA OF BOTTOM
LENGTH * WIDTH =
130.0 57.5 7475.0 ( AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
157.5 85.0 53550.0 ( AREA OF MIDSECTION * 4 )
C:U . FT. = CAREA TOP + ( 4*AREA MIDSECTION) + AREA BOTTOM]
]
20812.5 5S550.0 7475.0
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL =
* DEPTH/
1
150035 C:U . FT

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
190.0 117.E 22325.0 square feet
Bui I d i ngs ( roof and lot water-)
Length * Width =
190.0 2.5 475.0 square feet
TOTAL DA 22800.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 96000 LGs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 23444 cubic feet
3. Volume of wash water-
This i s .the amount of fresh water .used for washing floors or volume
of fresh water used for a flush system. Flush systems that rec i rcul at
the lagoon water- are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 ga l I ons
_ per GF
Vu I umcu e = 0:b ts i c feet
5C:. Volume of rainfall in excess of evaporation
Use period of time when rai nfa I I exceeds evaporation by largest amount
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 13300.0 cubic feet

J. Volume of 25 year - 24 hour storm
Vo I ume_ = 7.0 inches / 12 inches per foot * DA
Volume = 13300.0 cubic feet
TOTAL REyiUIRED TEMPORARY STORAGE
FA.
Z3444
cubic
feet
5B.
0
cubic
feet
5C.
13300
cubic
feet
FD.
13300
cubic
feet
TOTAL 50044 cubic feet
6. SUMMARY
Total required volume 146044 cubic feet ✓
Total design volume avai I : 150035 cubic feet'
Min. req. treatment volume plus sludge accumulation L-V1000 cubic f
At elev. 45.1 feet ; Volume is '95731 cubic feet ( end pumping)
Total design volume less 25yr--24hr- storm 7 Js 136735 cubic feet
At elev. 47.3 feet ; Volume is --�:35828 cubic feet ( start pump i no
Seasonal high water-. table elevation 42--L feet ✓
7. DESIGNED BY: ��" APPROVED BY:.
0/212 All��
DATE: 61i1JrZ DATE : 41/0, z-
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
IN

SEEDING RECOMMENDATIiiNS
-----------------------
AREA TO BE SEEDED: 1.5 ACRES
USE THE SEED MIXTURE INDICATED:
0 LES. FESCUE GRASS @ 60 LES./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
G LES. ' PENSAC OLA' BAH IA GRASS @ r-'.i � LBS . /ACRE
( SEE FOOTNOTE NO. . 1 )
SEEDING DATES: MARCH 15 TO J UNE 30
JZ LOS. HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LES. RYE GRAIN @ 30 LBS . /ACRE ( NURSERY FOR FESCUE)
0 LES. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LES.
APPLY THE FOLLOWING:
1500 LES. OF 10-1010 FERTILIZER (1000 LBS./ACRE)
TONS OF DOLOMITIC LIME (2 TONS/ACRE)
150 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
--------------
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A S TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSAC:OLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED. -

`� ^
Welcome to the ATm 386 UNIX System
System name: 8DLDS8OR
WASTE UTILIZATION PLAN
----------------------
Owners name --:Mike Sasser County:Wayne
Mail Address -;Pikeville
Type of production unit ---- :Nursery
Type of waste faci|ity-----:Anaerobic Lagoon
Your animal waste management facility has been designed for a
given storage capabity. When the waste reaches the designee-1
level, it must be land applied at a specified rate to prevent
pollution of surface and/or ground water. The plant nutrients `
in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops on 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 and annual soil tests
are encouraged so that all plant nutrients can be balanced for
realistic yieldsof the crop to be grown.
.,
cpveral factors -:are important in implementing your waste
utilization p|anin order to maximize the fertilizer value of
the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the
needs of the crop to be grown and the nutrient dontent of the
-__--waste._Do-not.app\y more nitrogen .than'the crop can.uti\ize-
Soi| types are important as they have different infiltration
rates and leaching potential. Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
. apply waste on saturated soils or on land when the surface is '
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to planting. Injecting the waste
or disking will conserve nutrients and reduce odor pkob|egs.
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Acreage
requirements May be more or less based on the waste ana|ys15
report from your waste management facility.
The design of your waste management facility is based on the
following:
Amount of Waste Produced Per Year:
----------------------------------
3200 animals x 0.4 tons waste/an\ma|/yr= 1351 tons �
7
total waste

Pa.;e 2
Amount of Plant Available Nitrogen Produced Per Year-----------------------------------------------------
;
...2rf0 animals x 0.43 I Fps ,. N/an i ma. I /yeaa.r - 1536 I bs . /yr
Available N
Applying the above amount 4f waste is a big job. You should
plan time and hcl.'':+'e appropriate equipment to apply the Waste in
a timely manner. Your fac i I i ty i s .designed for 160 days of
r
s'(•.or'agC:?„Therefore, it will nee.'.t1 to be pl.dl'ilped every 6
months.
Tract
Field So i l
Crop Yield Lbs.
N Acres
I.._bs. N
Month to
No.
No. Type
Code Per
Ac .
Used
Apply
6955
._ NoA.Na
._. 100 Bu.
150 22.6
3390
MAR-,JUI_Y
6955
I_.. Oo , Ly, N
2 100 Bu.
150 22.8
3420
MAR-JULY
6955
1 Go,I.._y
._ 100 Bu.
150 m„_
540
MAR-JUI_Y
-----
----- ----- -----
Tota
-^---
1 .3.0
-----
(50
------
Available
Nitrogen tr ogen .
..
1 n r= G¢ES
p.2geVv`
.. Sur-p I us.::.nr-.;Def.i
c i t
_F,_ 4)
C:r op codes:
1 =Cereal
grain; 2 C:ornj Q=Fescuer
4=Range Or. Bermuda.
,r_-,=Contr o 1
Grazed Bermuda;
r-.=Hay i and
Bermuda
Narrative of Operation:
/bA6G`_--�4_A7Tc�------- _-
Ca I I the So PI and Water Conservation District Office after you
receive waste analysis report to obtain the amount per acre to
apply and the ir"r-igIti n cation rate prior to applying
4,'ct.i:i:E.
-11
Prepared by: =
_-_---__-- -__Z) �-__ �aZ�
Name Title teZ
Concurred in k' y - X.e..-. GC-`nI -"- '-- _ � �� Z/
Producer.. e
Copy to producer- and copy to case f i I e.'
to

Page L-A
Narrative of Operation:
*The lagoon component of this waste management system is
designed for 180 day temporary storage. The maximum
practical period to apply waste on corn is 4 months (march -
June). Therefore a winter cover- of rye grain or small grain
crop will need to be planted by October- and an application
of nitrogen (20 units) applied after planting. No reduction
in acres is recommended with rye cover sine residue will
remain
rr

00
h I
Lw
t A
14 p
az
It's
W4
AM A
13
i A
3 86
SMOS
-Ci
I �x
IA
G;A

Attachment B
Page 1 of 3
North Carolina Agricultural Extension Service
t.
-A i-blast e Management
Biological and Agricultural Engineering North Caroh7w State University
LIVESIOCS WASTE SAMPLMG, ANALYSIS AND CM=L&TION
OF LAND APPLICATION BATES
James C. Barker*
I. SAMPLE COLLECTION
A. Semi -Solid Lot Manure
i. Scraped directly from lot into spreader
a. From loaded spreader, collect about 2 lbs of manure from
different locations using nonmetallic collectors.
ii. From storage
a. Collect about 2 Ibs of manure from under the surface crust
avoiding bedding materials and using nonmetallic collectors.
B. Liquid Manure Slurry
i. Under -slotted -floor pit
a. Extend a 1/2" nonmetallic conduit open on both ends into
manure to pit floor.
b. Seal upper end of conduit (e.g., by placing a thumb over end
of conduit) trapping manure that has entered lower end, remove
and empty slurry into plastic bucket or nonmetallic container.
c. Take subsamples from 5 or more locations or at least 1 quart.
d. Mix and add about 3/4 pint to nonmetallic sample container.
ii. Exterior storage basin or tank
a. Make sure manure has been well mixed with a liquid manure
chopper -agitator pump or propeller agitator.
b. Take subsamples from about 5 pit locations, from agitator pump
or from manure spreader and place in a plastic bucket.
* Professor and Extension Specialist,T Biological and Agricultural Engineering
Department, North Carolina State University, Raleigh, NC.
iz

Attachment B
Page 3 of 3
II. SAMPLE PREPARATION AND TRANSFER
A. Place sample into an expandable container that can be sealed. Rinse
residues from container with clean water but do not use disinfectants,
soaps, or treat in any other way.
B. Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
C. Hand -delivery is most reliable way of sample transfer.
D. If mailed, protect sample container with packing material such as
newspaper, box or package with wrapping paper, and tape.
E. Commercial sample containers and mailers are also available. Contacts:
i. AFL Eastern Agricultural Lab, Inc. iii. Polyfoam Packers Corp.
7621 Whitepine Road 2320 S. Foster Avenue
Richmond, VA 23237 Wheeling, IL 60090
Ph: [phone] Ph: [phone]
ii. Fisher Scientific Co.
3315 Winton Road
Raleigh, NC 27604
Ph: [phone]
iv. NASCO
901 Janesville Avenue
Fort Atkinson, WI 53538
Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
G. The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Department of Agriculture
Agronomic Division
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P.O. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Ray Campbell
ii. Forward $4 along with the sample.
iii. Include the following identification information with sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (swine -nursery, finishing; turkey -breeders,
brooderhouse, grower, number flocks grown on litter; etc.)
c. Waste type (dairy -lot scraped manure, liquid slurry; swine -pit
slurry, lagoon liquid, sludge; broiler -house litter, stockpile
iv. Routine analyses performed on all samples:
v. Additional analyses performed upon request:
N, P, K, Ca, Mg, Na,
S, Fe, Mn, Zn, Cu, B
DM, Mo, Cd, Ni, Pb
/V

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
C lear-ing:
All trees and brush sha I 1 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 will be made of all debris. The
foundation area sha I I be loosened thoroughly before placement of
embankment material.
Cut-off Trench:
---------------
A cut-off trench (when specified) sha I I 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. Ear-thf i I I sha I l not be p I aced
in standing water- and reasonable compaction of the fills shall
per -formed by the construction equipment or sheeps-foot ro l I er- 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,backfilIed and
compacted with a su i tab 1 i inater- i a I (i e-CL,SC,C:H) . Refer t'o the so i I s
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.

ad. 9,o
SCS-ENG-538 U. S. DEPARTMENT Of AGRICULrURk
Rev. 5-70 SOIL CONSERVATION SERVICE
LA C-466J
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED SITE
FARDiER'S A.��� SaS�d� DISTRICT�G —
DATE - �Z COUNTY
S: C. S. PHOTO S1iEET N0. _ WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL _ __ ACRES F-9tiD CLASS i WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE tfflIMS WERE ;MADE (Approx. scale 1" = feet)
Locate reference point in center line of dam and identify on sketch.
!!
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SCALE
BORING NUMBER AND PROFILE
Make and list dam -site and spillway borings first - then ponded area and borrow pit borings - separate with vertical red line.
fContinaed on back where necessary) Show water table elevations on dam -site borings.
68� !
1
o-I
1 2 !
km ill
3
4
5
6
Sgd
7
0.1
8
SM
9
M
10
i iI:
Ij 11
. I'1"31
12
13
°-1
1 14
15 j
16
17
18
19
20
21
22 !
23
� 411(
Z
z-3
k"4
5c {;
7%�
!
Zt
1•7.
z•3
M
Sc
1 'ir.
I
i
2t
1-7-
Z-3
5M
..�sc�
I
I
;
j
I
1
I
l I
3-I{
4.5
SG
I
I
i
!
3•1
4-5
Sc
I
i
13 4
SG I
Sc
i
!I
I
i
i
. of :
6-7
5G
6.7
G-_
N�0
5.61
67
Sc�
l
I
I 1 �L* 7•S66
7-S Sc cu 1
6' q i c1 I 1 8 9 ci i I 18.9 ,ct l I I I I II
l q- l0) 5c I ! I I q• to I it 1 q•!o S� I I II j I i jl
10-uI� 5G I I I !0-I! ScG ! (o•ll SSG, I I I I 1 {
11-12 SG 11 124GC( 11.125ro
BORLN II E BY �J 0t&r- -I EAA'i'' f;,I -, SIGNATURE 1' TIq 'm
�, r

Uri- I r\11 f-I A W 00
US Department of Agr- i cu I turf
Soil Conservation Servic,
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
M i ll-_ez �BaLsssf_-r-
in
Wayne County, North Carolina
Designer : GIH Checker- p a
Date . 05/ 9/92 Date
Jots Number 01E
Excavation
TEMPLATE DATA:
Beginning Elevation = 37
Lleginning Station = 1+15
1.+15 tti r,+00 c-\ .5r1 57.7/:?.Fi
2+00 to 2+74 c\2.5cL57.7/2.5
91ECT I CAN NUMBER 1
Center -line Station' 1+15
ORIGINAL DATA: -
0.0 / 50.3 100.0 V .... 48.4 .200.0 / 37.O
SECTION NUMBER 2
Centerline Station 2+00
ORIGINAL DATA:
0.0 ! 50.2 100.0 ! 47.3 195.0 35.2
SECTION NUMBER G
Centerline Station 2+74
ORIGINAL DATA:
0.0 / 50 .0 100.0 / 48.2 200.0 / 42.2
0.00000 ft/ft
0.O0000 f t / f t
f?

-1 11U'1 L/ ♦— —
US Department of AaricuItur-E
Soil Conservation
Service
PLANNED
QUANTITY CALCULAT 113N S
_
prepared for
M i 11< ea- 1---3 aL is -5. *-- r-
in
Wayne County, North Carolina
Designer
GIH
Checker
Date
05/29/92
Date
Job Number 01E
Excavation
1 ** EXCAVATION
FILL �#
Bot
Left Right
Off-CL
1 C:L Dist 1 Area
Volume 1
Area Volume
Width
SS SS
(ft')
1 Sta (ft) 1 (SgFt)
(Cu.Yds) 1
(SgFt) (Cu.Yds)
58
2.5:1 2.5:1
72.5
1
1 1+15 11361.1
,
1
0.0
f 85 1
2540.2 1
0.0
r.
F _,
2.5:1 2.5:1
72.5
,
1 2+Gc') 1 752.7
1
0.0
1 74 1
4805.6 1
0. 0
-.58
2.5:1 2.5:1
72.5
1 2+74 1 900.5
1
'
0.0

un-iru� ci i:�i o0
US Department of Agr- i cu I tuke
So i 1 Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
i ! E3aL1E� si r-
in
Mayne County, North Carolina
Designer : GIH Checker-
---------------
Date . 05/29/92 Date
Job Number- 01D
Dike Fi l I
TEMPLATE DATA:
Beginning Elevation = 49
Beginning Station = 0+00
0+00 to +90
+90 to 1+60
1+60 to +20
2+20 to 2+; 0
2+30 to 3+20
3+20 to 4+20
4+20 to 4+30
4+30 to 4+90
4+90 to 5+50
5+50 to 6+60
SECTION NUMBER 1 _
- - Centerline Stat i on 0+00 - -
ORIGINAL DATA:
d/2.5L5cL5\2.5
d/2.5L5cL5\2.5
d/. .5L5cL5\2.5
d/2.5L5cL5\2.5
d/2.5L5cL5\2.5
d/2.5L5cL5\'2.5
d/2.5L5cL.5\2'.5
d/2.5L5cL5\2.5
d/2.5L5cL5\2.5
d/2.5L5cL5\2.5
0.0 / 47.3 95.0 / 05.2 105.0 / =:5.0
SECTION NUMBER 2
Centerline Station +90
ORIGINAL DATA:
0.0 / 45.5 100.0 / 44.5
SECTION NUMBER 3
Centerline Station 1+60
RIGINAL DATA:
0.0 / 47.3 100.0 ! 48.5 140.0 / 47.5
SECTION NUMBER 4
Centerline Station +20
0.00000 ft/ft
0.00000 ft/ft
0.00000 f t / f t
0.10000 ft/ft
0.00000 ft/ft
- 0.00000 ft/ft
-.10000 ft/ft
0.00000 f t / f t
0.00000 ft/ft
0.00000 f t / f t
d

Dike Fi I l (continued) Cry/ 9/ 2
ORIGINAL DATA:
0.0 / 4=:.5 100.0 / 49.3
SECTION NUMBER 5
Centerline Station 2+' 0
ORIGINAL DATA:
0.0 / 48.5 100.0 / 49.9
SECTION NUMBER 6
Centerline Station 3+20
ORIGINAL DATA:
0.0 / 47.3 100,0 / 50.2
SECTION NUMBER 7
.C:enter- I i ne Station 4+20
ORIGINAL DATA:
0.0 / 48.6 100.0 / 50.3
SECTION NUMBER 3
Centerline Station 4+30
ORIGINAL DATA:
0.0 / 48.6 100.0 / 49.
page
SECTION NUMBER 9
Centerline Station 4+ 0
---- ------
ORIGINAL DATA:
0.0 / 47.3 100.0 / 48.6 200.0 / 43.6
W.
SECTION NUMBER 10
Centerline Station 5+50
ORIGINAL DATA:
0.0 / 48.6 100.0 / 37.3
SECTION NUMBER 11
Centerline Station 6+60
ORIGINAL DATA:
0.0 / 47.3 95.0 / 35.2 105.0 / 35.0

.11 &1 WI L./ AV/ W
US Department of Agr- i cu I tu'r-f
Soil Cnnservation ServicE
PLANNED
QUANTITY CALCULATIONS
prepared for-
m i k= *-- S3 a. M. -E. ez r-
in
Wayne County, Not-th Cat-o I i na
Designer- . GIH
Date : 05/29/92
Jilt, Number- 01D
Top
Left
Right
Off-CL 1
CL
Width
SS
SS
(ft) 1
1
Sta.
10
2.5:1
2.5:1
I
65.0 1
0+00
1
10
2.5:1
2.5:1
65.0 i
0+90
E
1
10
2.5:1
2.5:1
515.0 I
1+60
10
2.5:1
2.5:1
i
65.0 1
2+20
10
2.5:1
2.5:1
65.0
2+30
_ 10 -
2.5:1
2.5:1
65.0
L +20
10
2.5:1
.5:1
65.0
1
4+20
10
2.5:1
2.5:1
1
65.0 1
1
4+ 0
10
2.5:1
2.5:1
1
105.0 1
1
4+90
10
2.5:1
2.5:1
65.0
5+50
10
2.5:1
2.5:1
r-''.5.0
6+60
Checker
Date -.� �Z _
Dike Fi I I
:
** EXCAVATION **
**
FILL **
Dist
1
Area
Volume
Area
Volume
(ft)
1
1
(SgFt)
(Cu.Yds)
I (SgFt)
1
(C:u.Yds)
1
1
0.0
=E'1.7
90
729
i
0.0
i 55.7
70
1
0 . (_)
1
5017 . F
1
'
0.0
I 6.4
60
1
0.0
E
816.7
1
0.0
0.0
10
1
0.0
1
818.0
1
1
0.0
1 6.8
90
1
0.0
i
345.
1
l oo
1
0. �)
1
i77U . 1
`
1
0.0
1 3.2
10
i
0.0
i
7
:3, 0. f �7
1
o.0
0. 1
60
1
1
4-)
0. r
1
6
7 9 . -1
L� t
i
0.0
s` 7.7
Y
,
'
0 .0
` 1
11 r=. . r•
1
0.0
248.0
110
1
o. 0
1
244 6 . --
1
0.0
- ,1.7
z/

US Department of Agriculture
So i i Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
M i 9-:_ C-_ E;:aL ss s1 *-- r-
in
Wayne County, North Carolina
I
Designer : GIH Checker __ �11
Date . 05/29/92 Date
Jots Number- 01P
Pad Fill
TEMPLATE DATA:
Beginning Elevation = 50
Beginning Station = 0+00
0+00 to +0 d/5cL154\5 0.00000 ft/ft
+20 to 1+20 d/5cL154\5 0.01500 ft/ft
1+ '0 to 1+38 d/5cL154\5 0.01500 ft/ft
1+38 to 1+68 d/5cL154\5 0.00000 ft/ft
SECTION NUMBER .-.:.1
Centerline Station'0+0.0
ORIGINAL DATA:
0.0 / 50.0 100.0 / 49.6 200.0 / 49 . r_,
SECTION NUMBER c
Center- l i ne Station +20
ORIGINAL DATA:
0.0 / 50.0 100.0 / 50.0 z6o.0 / 49.9
SECTION NUMBER =
Centerline Station 1+20 �
ORIGINAL DATA:
0.0 / 50.6 100.0 / 50.6 200.0 / 50.4
SECTION NUMBER 4
Centerline Station 1+X_
ORIGINAL DATA:
0.0 / 50.7 100.0 / 50.7 200.0 / 50.5
SECT I ONKtNUMBER 5
ZZ

Pad Fill (continued) 05/29/92
Centerline Station 1+68
ORIGINAL DATA:
0.0 / 50.8 100.0 50.9 200.0 / 50.7
/
MAR 82019 'Quolbi
page 2
7 -2

US Department of Agriculture
So i I Conservation Sery i ci
PLANNED
QUANTITY CALCULATIONS
_ prepared for -
in
Wayne County, North Carolina
Designer
: GIH
Checker
�i�-
Date
: 05/29/92
Date
_ _ _
j2 ----
Job Number- 01P
---4Z-;f
-"--
Pad
Fill
1
*R EXCAVATION
FILL # �
Top
Left Right
Off-CL
1
CL
Dist
1
Area
Volume
1
Area Volume
Width
SS SS
Kt)
1
1
Sta
(ft)
1
1
(SgFt)
(Cu.Yds)
1
(SgFt) (C:u.Yds)
154
5:1 5:1
18.0
154
5:1 5:1
18.0
i
0+20
1
0.0
1
2.6
1
100
1
0.0
1
- -- -- 298 .
154
5:1 5:1
18.0
1
1 +20
1
0.0
1
148.6
1 ��
1
1`
i
[7.fa
1
40 ( 1( �}
} . _
154
5:1 5:1
18.0 0
1
1 +:: 8
1
0.0
1
176.5
1
ti 0
i
0.0
i
587 . L
154
5:1 5:1
18.0
1
1 +r_ 8
1
0.0
1
147.4
I
Z/Z

I "N
, hb%;.

KEY TO COUNTY ROAD NUMBERS
1002 - 1003 - 1004 - 1006 - 1U07 - 1008 - 1009
LEEK /'
�.� J 70
I ' ua•`i I
J y
tb / �['yl?.'-CREEK / —•
litw°7 51 _
, OF
TOWN j
■ H4LL
rI
1349 1350 WILSON COUNTY
S B I 1367 "' 1353 1356 1 1506
l347 13481171 l514
162I5o0 1509 /5!0
15
13
8 - - p�Q 1512 . ` �p
l346• ': at 5� n 1352 / s�p1ti4 'i 7 cK 1502
150� 5
RES "•-I5r! �,�
RFJRTHERN 1501 1506 rlu 150 Watery
221343
l378 i,WAYNL 1355
' •• / 2 ! /507
POI-Ll' NA T•SON '� FIRE DIST. 1354 � 1505 1
FIR DIST. i` l503 l520 1513
I345 r� I 222
134�� _ N. 1357 l504 1506 !� aJ 1519 `
1141-- •- 1511
v ! z j!r 1522
/ /�4t` �►�`° 581 - P?...1J43 1353 I35� 1505 3
1360 7 1520 EUREKA
2 1001 fF: 1342 l359 7 o�L� -zi 15EUREKA
��� i ® - FREMONT �G EUREKA ELEM.
{ FIRE 0757. SCH.
F-N lr5\9 "•' r(4
152�7
1342 sLH222 2221339 !34! 50
k -fiowI 7
Phi
I s F i l p 1540 1525 ! 58 ovS
1333 1324 1361
/1394 Pinkne /' \\ �_154I ` - 1538 _ �� �. 1523 1 1`�Z j4,n FARO
7 1337 1340 FIRE 0.
••� �' 133 .�.. N`RTHEflR (WAYNi FIRE _ 153
l337 _ / / I353 r- - �L`;ANT GROVE 1�¢E 'piST. psr
/ PLEASANT(-\fOVE NORWAYNE SWAMP, i \. ,
I ��✓� '` ` NAHUNTA M FIRE DIST. HI• SCH. �1l ANUNTA^.�^-�; \ ,
/ Nahunta Y FIRE 0157'. 117 _�i" �r-�~ f - yy !IF'iIOCl1 �� 1525
r , l336 i 1336 1364 1'� 1321 /362136 CHA7HI, SCH COCK �\ � '.�-vI I.-t_C:;. ® FINE DIST' 15-
l335
l339 581 NAHUNIT ELMS. l324 I l366 1543 1535 1608 A.
1333 /353 1363.,,_, ._.. .� 1534
1` 161
/ Plke - - IPd' 'ILLEELEM.�.153T / �� 5
34. '
1002 1002L. _ w SCSI..123 1535 ,• �\
X"Rd$ .— 324 1322 n_DN 44, 9. ' PIKEVILL _ )7
' �` 0 tJ •A I11 h1}},J 'ATET.OWN FIRE
h� I IOOp 3Q 2 I1325 l TAYLOR 1318 RE -T 1544 /
l325. `"15!{4 MUS rave,
'� ACRES l5•i5 � t p 9 �
Z= '' l234 1323 NORTHERN 321 dot `\ ' � . �` r CeoSsro(
O /33 13T7� WAYNE 4n( 'TON J' • 4
/ 1330 LANDFILL �i• / _ E'i ^ %0• ?
1 _ \ FA(MINGD LE 1320 4,P`S/ yy \ 1523 /� kl
:•i'r \ }`� , DI 1332 ` 1396 ES7. d'�.� /Gl7LDSFk. 0-WAYNE \\ /� ` —'�75 nI�'
♦.� \ WESTER P /'ACRES" ." C _ JMUNk IPAL `1543
l \. LITTLE � WAYNE ��'`- 41RM ✓1 1574
1331 \,i' LITTLE RIVER S %S APoIc]N �..I^pst _ —. Patetown / �35 f1 cA1..xo 1.
FIRE DIST. 1330ff ??w /j� 1O1 1614 , ., "s
c }'d1I s� si"7�t' v� 1319� / �545 1546 , 523 l573 / ` ` ``` I �_.
\ CE $$ HELFAST '\ ..3 .� ....J..1. ..
rl � \ %•"�s"y �' � oosossoeo � Y � Dosor ina 1 �PA7EYUWN
,• F'IR UISl. ax•t 1 M+ / ` 1577
]Q , r' RIV�dEf1D $°,� ���� aT.s r EST, � �x 666 -osostoeo 1556 '
1234 LIrIWODD AcnFs RIV£q .. •N (549 1 07 { 1 FIRE DIST. sT.I 1576
f eoN4 .r L �. —�}� •�� d.;t'r !'" 4 15� °ul 1576
1230 1382 f�! col.°:e �a° . `ya o
_t ASH TAfRLIN I s 117 599 1596 ` �•
1329 ACRES R v1Ew` c°,°„°,° o / SAuN 159�
T I ooLosso.o HILLS,__ I
l232 r- RE T, e B FJRE DIST: 13
� 1229 ,.I �DfN,' d-;T',�'{1(rI� e �•� � _ . __ 1547 �� O' � Saalstan ,
tx°nao tJ12 I 132E �iFnP L. J l523 l547T E"�f 157P \
1226 /231 .o y is 1287! 581 , r t'oolR1.—.1.+Z
a i 1237,E 1327 i a
+ ! 1255 '�, I: ' � 131 Dos°ssoet WHISPERIfIA
�.. 1233 r eosnseoao1235', �` V BI f57 a }'� Q RSON �I soimswo 1704
� � ' l26T 'f 1328 ` \ l556 ,cJrsANOrt 1570 aT•f l"'
1228
r
;R REPPODUCE
Z22
'
MPION MAP
IYPURPOSE.
1007
on Map
;•ation
`1•owt\ 31 f II424
SAUL5T011 FIfl I OI Y
'DOD ELE "\fl L E� D 3 T at. s 1 MUSGRAVE : 'ngs on
OAKLAfJO 1234 z9at SI�'iJ236.,� ROSEWOOD t" Qvv MAUR 91PDYW00. Ist�4. 1�02
FIRE HOUNTTO�AA • a- HI. SCH. 1241 , q� Q R G 100 I '1 Ti aD4E� sJln:,ueo
HILLS? a v 1236 Cy 1306 H� ,.os.o.
wrsr' 1227 11 1 €- e rRe9 ES 1 if/ 1305 1523 tNOr[nl s 15Z` I / Hard Swamp
r, 1 3 zfs• �N o �- 569
sas' t\ �' ✓ .., �::;: .1 suB. 17Q5
11` Rosewo001 42 70 �. �JJ.1 /� 1 TO D l ILL nos
.27e 1 'EIE ! QQ l300 '/ . p,x,e
t - o `� A . .S J2ae YS O BYP. TIT 1
rsaa^'t Dn Jam: 1239 as ,� I 1 i' 1.,. 11T
PnarcWDr�T� �' aa,. !24 $IU. / 70 _ � 6 PnaLK•OIJp / l708 i I �',C ,
ES15. C IONX .'Pi / 1 YP Ln 1/ 1702 SI.1(rP
1227 g Ftnr .�
so;ona.e .r. s 81 / •; 'f' 65 PANE
PFrt1., FU.0 Dlsl. ER 1 1 13 70, ��
�nn s 1E1. IECK ES1S. Cher? 117,. - JII •V. ; nuP[ �'I Li
1 VTHE \ 7 1 17
1007 H 0 S pI f L

J
W
3
4 • •
u 0 Q �
1000
OOOOdt
UO
C7 L3
OQ
O 0
0❑
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O
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n !:
O 0
P0_OO�
F100
00
00
000�ooe
sv0c �
10000
000
nnnn
A0000_Q
0 000
0000
000
n n I C . ,
�OOLiO�
10000u �•
�OOOC3l �`-
1
100
t`tQ
0C,
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� O QO
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i0 C) C)
0000
`KQOOQ0
DELANDIR DAW
�0" Class a0o �t1C
, - "! — . 1,
1 9v,
M❑BILE
HOME
�`i;.t ITTf'ih�
9('�G IIII r CA-U ! iui� III
L �!I Before startling excava-Lion
I r r_Ir �L
-Poe I�1nfVO f14 nt Inr� III -
a-11'l1r. I
I. � 41C 5IIii-�
I
SCALE: 1'=200'

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Delanor Daw
Address: 653 Hare Rd.
Goldsboro, NC 27534
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres), Soil Type Slope % Crop(s)
County: Wayne
Date: 12/12/2001
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
(ln/hr)
(inches) Comments
T2728,P1
2.41
CrB2
2-5
C ci S r= u a
0.3
0.3
T6955,P2
3.36
Na
0-3
i' Bermuda`
0.3
0.3
T6955,P3
3.91
NoA
0-3
1 -Bermuda
0.4
0.5
T6955,P4
3.91
NoA
0-3
Dada--,
0.4
0.5
T6955,P5
1.56
NoA
0-3
- BUrff ffda
0.4
0.5

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Cadman 3250 Traveller
Travel
Application
TRAVEL LANE
Wetted
Nozzle
Operating
Operating
Speed
Rate
Effective Effective
Diameter
Diameter
Pressure
Pressure
Arc
Hydrant No.
(ft/min)
(in/hr.)
Width(ft.) Length(ft)
(feet)
(Inches)
at Gun(psi)
at reel(psi)
Pattern Comments - Acres per pull
1
5.62
0.42
212 325
288
1.08
80
118
330 2.41
2
5.62
0.42
200 556
288
1.08
80
118
330 3.36
3
3.37
0.42
200 676
288
1.08
80
118
330 3.91
4
3.37
0.42
200 676
288
1.08
80
118
330 3.91
5
3.37
0.42
212 149
288
1.08
80
118
330 1.56
15.15

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
_
Irrigat un Gun
Irrigation
Flow Rate of Sprinkler (gpm)
210
Operating Pressure at Pump (psi)
Design Precipitation Rate (inlhr)
0.38
Hose Length (feet)
850
xxxxx xx
Type of Speed Compensation
Mechanical
XXXXXXXX
Pump Type (PTO, Engine, Electric)
Engine
Pump Power Requirement (hp)
30.6
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

-- -- Sheets
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:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
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 5D' or wider must be maintained between the limits pf 4ikirrigatf§h.sy tem and all
perennial streams and surface waters per NC Statutes. r" , �-• _ . _ •=-. � � - ;, ...

Sheet6
Narrative of Irrigation System Operation
This design is based on the use of a Cadman 3250 traveller, Cornell 3HA pump, and a 6"
dry hydrant system. The map used was provided by Wayne Co. NRCS and field varified. Grower is
familiar with the use of the reel described, but should refer all R&M, start-up, winterization questions
to irrigation equipment supplier.
Calibration guidance is provided as a part of this plan.

Sheet?
CALCULATIONS
S;�rinkler Si�ecifcations
Sprinkler Type: Nelson
150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
80 psi
Flowrate(GPM):
210 gpm
Wetted Diameter:
288 feet *based on 90% of manufacturer's table
Lane Spacings
Desired Spacing (%):
70 %
Design Spacing(feet):
201.6 feet
Actual Spacing (feet):
200 feet
Actual Spacing (%):
69 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.38 in/hr
330 degree arc =
0.42 in/hr
220 degree arc =
0.63 in/hr
180 degree arc =
0.77 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.3 inches
0.5
300 degree are =
5.62 ft/min
3.37
220 degree arc =
6.74 ft/min
4.04
180 degree arc =
11.24 ft/min
6.74
Mainline Velocity
Velocity = .408 x Flowrate I pipe diameter squared
feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.38 ft/sec.
Page 1

Sheet7
Maximum Mainline Friction Loss
Most distant hydrant: 1
Total distance: 1050 feet
Friction Loss is figured using Hazen/Milliam's Equation
Friction Loss= 0.32 feet/100 feet
Max. Mainline Loss = 3.3 feet or 1.4 psi
Total Dvnamic Head
Sprinkler Pressure:
80 psi
Loss through traveller:
38 psi 'based on friction loss in 850'
Elevation head:
2.2 psi of hose, plus 7psi fitting losses.
Mainline loss:
1 A psi
Suction head and lift:
2.2 psi
5% fitting loss:
6.2 psi
TOTAL(TDH) =
130.0 psi or 300.4 feet
Horsepower Required
Horsepower = Fiawrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Cornell 3HA pump, JD 4039T engine
Pump Efficiency: 52 0/6
Horsepower Required: 30.6 Hp
Thrust Blocking
Thrust Block Area = Thrust / 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
i e Pressure Ratinc Check
i
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 130.0 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

NPSHA: 21
NPSHR: 6 *from Pump curve
If NPSHR>NPSHR OK
Sheet7
Page 3

Sheet8
ACREAGE CALCULATIONS
Pull #
Width
Length
Start End
Stop End
Pull Acres
1
212
325
0.45
0.38
2.41
2
200
556
0.44
0.37
3.36
3
200
676
0.44
0.37
3.91
4
200
676
0.44
0.37
3.91
5
212
149
0.45
0.38
1.56
Page 1

` Sheet7
NPSHA: 17
NPSHR: 4 *from pump curve
if NPSHA>NPSHR OK
t
/I
_ �--
�C)"Aj Al
f
Y
Page 3

PERFORMANCE TABLES
_ BIG GUN---- �-- - ----
100 SERIES BIG GUNS — 240 TRAJECTORY 100 R RING NOZZLES k
PSI
50
60
70
80
90
100
150
50
60
70
80
90
100
NOZZLE 1 NOZZLE NOZZLE NOZZLE f NOZZLE
NOZZ[F NOZZLF 927 .965
,712 .768 .812 � .B57 .B95
GPM DIA GPM DIA GPM DIA GPIs DIA GPM ➢IA � 6PM DIR GPM -DIA
74 220 88 225 100 Z30 lI5 240 129 250 150 255 260
183. 280
. 81 235 96 240 !la 245 ' 125 260 B8 245 104 250 118 260 135 275 152 290 ' 177 995 i98 300
94 255 1.11 265 1 127 275 145 285 163 300 201 3105 21l 325
315
99 265 117 275 134 285 162 305 182 320 212 325 236 335
105 270 124 280 142'L 295
FRIES BIG GUNS — 24, TRAJECTORY 150 R RING NOZZLES
NOZZLE NOZZLE NOZZLE NOZZLE i NOZZLE NOZZLE NOZZLE
1. 26 ] 1. 34� 1,41
.86 .97 1.08 GPM 1DIR GPM DIA 6PM DIA GPM DIA
GPM DIA GPM DIA GPM DIA
100 245 130 265 165 2B5 205 300 � 255 320 300 335 350 350
110 260 143 280 182 300 225 315 27� 335 330 350 350 35a 365 485 380
120 270 155 290 197 310 245 330 24
128 280 165 300 210 320 260 340 315 3b00 ��5 J40 � �75 �05
135 290 175 310 223 330 27� 350 335
143 300 185 320 235 340 290 360 355 380 425 400 500 415
200 SERIES BIG GUNS — 27° TRAJECTORY 200 R RING NOZZLES - -
NOZZLE NOZZLE NOZZLE
1.29 1.46 1.56
PM DIR GPM DIA GPM DIR
30 325 300 355 1350 370 !
50 340 330 370 385 390
70 355 355 385 415= 405
40 370 380 400 445 420
10 380 405 415 475 435
390 425 425 500 445
PSI
6
50
2
60
2
70
2
80
Z
90
3
�
NO ZZLE
NOZZLE
NOZZLE
_ NOZZLE
1.68
1.74
1.83
1.93
GPM
DIA
GPM
DIA
GPM
DIA
f GPI{
DIA
41 0
390
470
405
1 535
420 1640
435
445
410
515
425
585
440
695
455
480
425
555
440
630
455
755
475
515
440
590
455
675
470
805
4.90
545
455
625
470
715
4B5
855
505
575
465
660
480
755
500
900
520
I r7

1
5 2 9 5
43
10
Y E A R S C. F
EXCELLENC E
41'.1
:1
Cadman
POWER EQUIPMENT
fl
ill
3000 AND 3250 SERIES
SPECIFICATIONS
INSIDE
STAhjDAAQ
MODEL
AXLE
D[AMETEfi
LENG7FIS
OF HOSE
AVAILABLE
3000
1
3-0"
910,
3250
1
3.25"
840'
, �al
STANDARD FEATURES
• Honda 4 hp. OHV engine.
• Single chain drive on drum using
• Slewing ring turntable.
heavy duty traction pins.
Fast Hitch Tool Bar
• High flotation tires
• 3" x 6" tube frame.
• 4 gallon alurninurn fuel tank.
• 4 coats of paint.
• Automatic gun cart stop.
• Best quality 2406 medium density
- Hose build-up safety switch.
hose.
• 3 wheeled high clearance gun
• Gear driven telescopic stabilizers.
cart and towing clevis.
• Disc brake to prevent hose recoil.
, Nelson SR 150 Gun
• 4" x 25' feeder hose
• Lift kit for gun cart.
• Mechanical speed compensation
OPTIONAL
FEATURES
• Fast hitch tool bar.
• Riser extension for gun cart (orchards)
's
- Komet 633 vari-angle wind gun.

f:�!� �.- 'x1 :it,�rc �.P ith,� r; • �'�•
.� •:1t' ,;=. -.t,� may;:. ;<� -
The Cadman 3000/3250 is a versatile traveller used for many different
water applications as well as liquid manure ar:d municiple waste.
N
Flow Rate
}.rlet Pressuro
---�
�`Hase I
Model GPM
PSI.
Hoae Length
µ��
3000 i 225
1 130
960,
-
3,04"
270
150
960`
3A4"
3250 300.-
130
850'
3.25"
360
I 150
850•
-�
3.25" f
3.1 Ioo h ose
C9rlman Power Equipnent Limited, whose Polley id on# of contlnuoue improvement.
reserves the righl to change specifications, 0*3ign or prices without incurring
oblige Lion •
"�ae•n a�eieh!��r�eninet-=, .. . •
MAR. 2 8 2019
°ulfalrr0ual9%,r
'f�io�2!9 +�pa�rr�li,+n� Ste^
Lama
QCfOA
Time To .4pply
spacin�z i
per Roll
t iricn sere
?;r-. , per P ill
260
6,5 ' -I
120 minutes
13 0 hours
-
-�
260
6.5
100 minutes I
't0.8 hours`��
-
280
6.1
Ir 90 minute,- 1
9.1 houra
230'--
— 6.� -~--
I 75 minutes
7.6 hours-.
;,;,oman Power Equipment's 0 years of :eadershlp and
e:.: eflence ;n design and nlarufactunno Stand` ;iahin l
e: cry C adntan T�avellar producea. A cc.r'plete lire of
;),im,)s. pipe and accessories are all available from one
;mpany. — — — --
L;
fY �eeP L7r War EQUI4 M ...—.__...--

P 03
P.E. PIPE O.D. in 3.54 OVERALL LENGTH 11,10 "
F.E. PIPE LD. in 3.02 OVERALL WIDTH T 6 "
P.B.FIFE LENCrIHPt 870 OVERALLHEIONT 7111 "
vVEI"IED LENGTH Ft 1000 GROUND CLEARANCE 11
KW E SIB EMPTY WEGHT 3,05E Lbs
GUN NELSON SR LM GROSS WMGHT 5,749 lbs
PERFORMANCE TABLE
pp�� ram-
9V A 1 E 870 SPEED OF P.E. PIPS P= IN METPR.WOUR
SPEED OF P.E. PIPE PULL W FEET/HOUR _
1NI EF
KOW NOTlLFi NOZZM
SPRAY
STRIP
WS11
120
90
6a
30
25
20
IS
PRESS
IN sm PRESS
RANGE
WIDTH
AREA IN
400 i
300 1
200 1
100
80
65
50
APPLICATION
IN INCT
PSI
GPM INCHR PSI
Ft
Ft
ACMWA'THR
95
L28 80
146
204
4.7
02
01
0.3
0.6 •
0.7
09
1.2
101
13Z 0.86 85
148
207
4.8
0.2
02
0.3
0.6
0.7
09
1.2
107
_
136 90
ISO
211
4-8
0.2
02
0.3
o.6
0.8
09
13
98
1"'7575
154
w
4.9
0.2
02
0.4
0.7
0.9
1.1
1.5
105
167 0.86 80
V%
219
5.0
0.2
02
a4
0.7
09
1.1
1.5
111
172 85
is
223
5.1
0.2
0.3
0,4
0.8
0.9
Ll
LS
117
177 90
162
226
$1
0.2
03
0.4
0.8
09
11
LS
96
191 65
157
220
5.1
0.2
0.3
0.4
0.8
LO
13
1.7
104
198 1.08 70
160
225
5.2
0.2
0.3
0.4
0.0
1.0
1.3
1.7
111
205 75
164
229
53
02
0.3
0.4
09
1.0
L3
L7
118
211 80
167
233
5.4
0.2
03
0.4
0.9
Ll
1.3
1.8
125
1 218 85
170
237
53
0.2
03
0.4
09
1.1
1.3
1.8
132
224 _ go
172
241
53
0.2
0.3
0.5
09
1.1
1.4
1.8
ill 235 6,
166
233
5.3
0.2
0.3
0.5
10
1-2LS
20
120 244 1.18 70
170
238
55
0.3
0.3
03
1.0
12
13
10
M 253 75
173
243
'5.6
0.3
03
0.5
Lo
1 1.2
1.5
10
136 1 261 80
176
247
5.7
03
03
0.5
1.0
1.2
L6
.2.1
145 269 85
180
175
251
245E5,69.
5.8
0.3
0.3
1 03
OA
0.5
O.b
1A
1.1
1.3
1.4
16
1.7
2.1
23
131
285 65
141
295 1 ?G 70
179
2500.3
0.4
Ob
12
l.4
i.7
2 3
150
306 75
182
2550.3
0.4
0.6
1.2
1.4
1.8
2.3

INSTALLATION
" mood Agricultural PVC Pipe should be assembled and
0 �,
installed with uniform and continuous support from a firm
base in accordance with the installation procedures provided
in ASTM D2321, and the Installation Guide far PVC Water
pipe (a "pocket -sized" edition is available from your
representative or from Diamond Plastics Corporation.)
Embedment rnaterials''are to be in accordance with soil-
classiftcations listed under Unified Soil Classification
System, ASTM D2487.and ASTM D2488.
Te 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
reference 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 bbard
between the bar and the pipe.
If normal force does not complete the joint, disassemble the
joint and examine the parts to make cet zian they are free of
obstructions. Visually inspect the completed joint to insure
-he gasket; has not been dislodged.
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DEGREE
OF CONIFACTION OF PLACEMENT ASSPERCENT OF S A.ND,IRDUS EMBEDMENT CLASS APROND hCrOR OD
DENSITY OR RELATIVE DENSITY'
FOR GRANULAR MATERIALS IN PARENTI(ESIS"
CLASS OF EMBEDMENT
I
It
tit
IV
MATERIAL OESCRIITON
Mawrxw d
Gmulw
Sind sM Gn.1
Misrd•G�)n
Frc Grin
'
hlam"s
Sails. Cl­
Sails
Soda
l7lximum m;Ur coa.cav Wort
9.12
9•IY
6-30
limn % of drr •rcirht
Sall CwmIl.dw;on Mcu.cxl
4 of hmice (cr RClslh.) Dcns;,r Ronrc
Canpxtbrpo,•crlvnpu
95.16J 95•ICO 95•100 90-I00
v U=t
(73•ICO) ,30.100) .
DmItr'br po,ubk
80.95
W.1.95
la9S
75.90
r.km rs
IE47S1
ISM)
Conuth..ta.c br L,._6w
Iso•9S
b0.95
j
lffl•7S)
IG611o1
j 1(7J d pLxc
CO-10
(JO-W)
- n.WIsnp
I&to
Cal*
(67S
75460)
Damp
60.80
rU•S0
UI.NU
U1.7)
(JO-60
OLL61)
• Table 4. UFSCRtPTION
OF F:h10kDhIF:HT MATERIAL CLASSIF'ICAI'l(INS
SOIL SOIL
7fLCcnvnn. UY
h1ATF;RSAL cL.LssmcATIus
CLASS Tl'r!:
❑u. I SAO -
Manvtwmmd ,nsulu, Sr.nul+r m,I.,iaL IH w 1 Itl inch. I� >•, JII moil mr. in•
u.xx .+ a+'k. hnlen
dxdinf m.ur),IJ 1Y<inr trjxrvl IirniF<uvr Inch u m.hrJ
ex,C rnrlhed ILS, tinder. K -.6'd shdlt.
CIuI II Soih•- C1l'
Wc1I•Q. kd Sr,rcll L+d In•daud miu•.c.. 0nk a nl fincw SK •. nn+,' •d
Hu. 411 AIM
rouw (Klea 1.1i 'i en Nr, l lure. W.. 1%. 1154 I<uineJ .w
chin.
Q
F-I r Zrr I .w11 .n
chin.
' Ste'
Wru.pslal .uds uJ t1 • 11F wds. G.k •. m r ,. ht•.e .Nn 4r n(n•ar.r
Nn :Itl ..•vr, s7.•u.
frsern Iu,w Hn,J lipr. M•.r Ihae qG rmin,J .w
• SP
Pm.lr paved I�d{.na Ir,•rllr ludo I..k •. w. rrnr. Flnr .h<n 4rS nr .,ury
CL•uL
r.x.l I•,/Iel Hn.! Y(•r, M.xr thu. V. rrl,l,4,1 .e N•. �It7 •n+,•.
Cl... III 9nII•-• CJJ
Sihr 0—h. p.•rh." a:11 ln.Ilxfm. S7T. .. Wort ••r C.Wti• (,�bw 4,us l rx1
No. J .k•,, Nwr IN -.UK .< ;-J - Ha
C[
clgq pa.<b, pn•rl•-u.! Aq• mi ux... MK .» n.+.• .•I .••.r•r b....». h„•n.•J
0 n Hu. J I:<.<. H�nr Jvn AK rruinN .w H... Yn ,..-,•
• SLI
Shr I'm$, ns.l:l- m,..•..n hl.r<,han Yrl of ,..n� h.. ,.-.• p,•v. N.. J .•.�•r
I.Lnr 0,n SIK .euirrJ .w N.. 1.r1 .r e
SC
Cbrrr ILM41"•rbr A'; ... Ll..r u,M girl ..f .. n>r h..._w p.... H.• J
ue•r. hMe nun FI'. m..nJ •.• H... Inl ....
re S•.•p ML
,n:c l:lu, Gnc,s•.1., ,.:L M1.n. rbr ..:t.; rF ln. ....I. 1.npJ I».•w
yac`o, k.l. S0%.r n.r< rw I Nn. Ia..-e
Cl
IrxxG,nn• Cl,r. ur 4.r p. n.:J•Yn1 laa »'. L.:Il..lr - ..-.1 .•hI •1,r•
x:J bnin Nr` .. 1.•, tsrL . .• 1•....• M. Ylr•r
Icxl rl,r,. L:y ;
hill
n,s.� .an. mL•a,•xr. .+J.e.n.w.+... rxr w.l•. -.h.. ,-L-,_..h. Lyr
lr
Gn�i. prru u•,n 3uC. Strc •r ^`v P••�• �'• �'•• •
CH
Ionians, rbrl er hilh (.IM:vr, fa rbr. L.w•J •"": i•,,... ••'y yr: 4r1 ..
I.rl I:'•
a 1 rl n! L.+ IJSN»+;' L_r•••J I.•••» V r: w M•
rL thr,n:e .ibr ud �[ML lltl,•<•r•
SIK xr more rY.n
nl (h <rp fmrdi+w �• hqh plq,Y»T Lw.J Lm+ C•r•••'' al.,n ,iK �'I'L ••
' No. Io],ir•e
J PI' t PnL mxrk,.d eJ.e< h4kir r fs
• S.nh ur a d:fxx:d :. ASTM O l+iT, nr<q Gr CIu, I m<•asL.-I•.L :. d.-fn..l �n .,.tTM t1 to
• In .,.du.•c _4h ASTM U I4s7. In. than SC 1x KJ '110 .L-c. t..l .n . I•••:L,I.u:
-• 1.•'.'BK ASTM O Il s7; Ini11 rnh SG I. INS r,aunG Hn .I r. ..
rl,r..fe,.:w J„I :r r•.»r rhu,n<ri,Jc or Ct... II u.,n nl Cl... I.
The haunching area is most important [o the support of
PVC pipe. For good support, [lit haunching area should be
compacted to the densities given in the Long Term
Deflection Chart.
Figure 2. _
�
rlC.r, Ilo .al •Cn ,.or.
/ I
•.I
ro.l.
r It 1n..C..1
,•n
/ 4-7
..i
-
�—
V.
Rc,3t:re.km..r rs r.tcd rn pucmmlc;
•• Thn nLl; , •, .rt La 1n sppra,arrulc V,,k- •krmmr ..aerc Ih.z lu Jc,n'I'm Jtu.•rd duuurh .tuuul
mahust uI v,.l C,u.tol.d•+r,an m ddkrrn. dusct ul wd 11x: uldc n .rnnuhN III I"••"'k Iu Jl c y.J .1
fa drl.rn xsc Art --I Jrtgn '-leg tlxtvid I.c d•.r4y4d by III rnpnrn hx ticafu
• tall at tla•.t+ mllaw.t Ca .Cml

Mw
Diamond ASTM D-2241
IPS, Pressure -Rated PVC Pipe
Approxlrnate Coupler Dimensions
' I .
'
A
O.D.
G
Size
Gasket Race
Socket Depth
• 2
3.166
4.500
• 2Vz
3.719
6.000
3
4.434
6.000
4
5.603
5.000
6
8'.252
6.250
8
10.420
6.500
10
12.762
7.500
12
14.952
7.500
.D-2241 Pipe Dimensions
Minimum Wall Thickness
0-,785
SOR.i35 SOR•21
SOR•26
SOR•325
SOR•41
Sire Q.D
Scn.40
315 P51 200 PSI
160 Psi
125 PSI
100 PSI
Vi" .840
.109
.062
'." 1.050
.113
060
1 1.315
.133
.063
1'Y-'• 1.660
.140
-079
064
056
1 �'... 1.900
145
090
073
055
2.375
.154
113
091
073
2 `rr2.875
203
137
.110
088
3 ' 3.500
.216
167
135
108
4.500
.237
214
173
138
.110
5 5.563
.258
265
214
171
.136
6 6.625
.280
316
255
204
.162
8 8.625
.322
410
332
265
.210
C " 10.750
.365
511
413
331
.261
. ' `^ 750
.406
606
490
392
.311
Imond's IPS Pressure -Rated PVC: Pipe coupler
_eels lh8 requirements of ASTM D-3139.
Gasket Specifications
1 Gasket configuration locks gasket in place and
prevents fisfhmouthing.
2. Chevron seal for added pressure sealing ca-
pacity.
3. Compression seal - provides a seal under
vacuum.
4. Wiper beads to clean spigot end.
Diamond ASTM D2241
(PS Pressure -Rated PVC Pipe
Rieber Gasketed Joint Dimensions
stow . 6
uArsx
TL :.
F+- A 1 `I secLi.o. o.o.
R.eb., Wstiet
Pipe
A
B
D
Size
Insert
Suckct
Diameter
3
4 1/_'
'3 1/8
Y
4
5 114
4 7/16
4"
4 112
5 1/'_
s In_
6-
5
6
7 13116
81,
5 I /3
6 7/8- '
10 118
10-
5 314
7 1/2
12 1/2
1 2.
6
8 114
14 I 16
Short Form,'
;
Specification Car Diamond
PVC Irrigation I3ii1c
r21
ASTM-D224 i -SD IZ41,32.512610
Diamond PVC Irrigation Pipe shall be made of
"
corllpounos conforming 1D ASTM D1784 with a
cell classification or 124540. -Diamond PVC
Irrigation Pipe must meet all the dimensional,
chemical, and physical teyuircmcnis as outlined
in ASTM D2241, •At111cx. ANSUASAE S376.1,
and SCS 430-DD, and will be supplied 111 70 1(lot
laying 'lengths.
"«ulro for availabdily
9

FRICTION LOSS CHARTS
FOR DIAMOND PIPE
IPS DIMENSION
I( Q 4-Inch 5-Inch 6-fnch 8-Inch 10-Inch
Gallons
Per MIn.
FRICTION HEAD LOSS IN FEET PEA HUNDRED FEET
150
1.11
A
160
1.26
170
1.41
180
1.57
190
1.73
200
1.90
220
- 2.28 ..81
.34
240
- 2.67 .95
.40
260
3.10 1.10
"46
28.0
3.56 1.26
.54
300
4.04 1.43
.61
320
4.56 1'.62
.69
340
5.10 1.82
"77
`+ 360
5.67 2.02
.86
380
6.26 2.22
•95
400
6.90 2.45
1.04
420
2.69
1.14
440
2"92
1.25
460
3.18
. 1.35
480
3.44
1.46
500
3.70
1.58
550
1.89
600
2.22
650
2.58
700
2.96
750
3.36
800
3.76
850
4.24
900
Table based on Hazen -Williams
4.71
950
equation=Cw = 150
5.21
" 1000
5 73 '
1% To find friction head loss in
1050
PVC pipe having a standard
1100
dimension ralio-olher than 21,
1150
the values in the table should
1200
be multiplied by the
1250
,
1300
appropriate conversion factor
1350
(F) shown below:
1400
1450
1500
1600
1.700
1800
1900
2000
L' oss below bold line indicates velocities in excess bf 5 feel per second.
Velocities which exceed 5 feel per second are not recommended.
12-Inch
.09
3.16
3•85
.10
.12
.14
.17
.19
.21
.24
.25
.28
.10
.31
.10
"34
.11
.37
.12
.41
.14
.43
.15
.060
.52
.18
.083
.61
.21
.096
.71
.24
.110
.81
.28
.125
.93
.32
.141
1.04
.36
.158
1.17
"40
.175
1.30
.44
.194
1.44
.49
.213
1.58
.54
.233
1.73
.59
.254
1.8-8
.65
.276
�A8
.70
.298
',211
..76
.322
2-19
.82
.346
2.5'
.i 8
.371
2.76
:95
.3-97
2.95
1.01
.423
_ 1.08
451
1.15
.508
1.30
.568
1.45
.632
1.62
.698
1.79
.767
1.97
.840
J

a
0. D. lilt
I.D. INS,
GAL/ 10
KIN. 20
30
4
50
60
70
80
90
-100
-110
120
130
140
150
160
.170
1B0
190
200
210
220
230
240
250
260
270
280
290
300
310 _
320
330
340
350
360
370
3B0
370
400
420
44-0
460
480
500
FRICTION LOSS IN
POLYETHYLENE HUL
-�
L055
PER !00 FEET POLYEIHELIHE
IRRI6ATI01{
HOSE (ftATER)
p.S.I. FRICTIOr{
50
40
135
125
120
110
90
3
A2
2.7
75
2.5
d3
2.1
1,60
1,30 '
4.5
4.1
4.0
3.7
�_�---
4.0
11.2
2.1
6.0
Ib.4
1.2
2.9
8.4
3.9
11.2
- -
--
--
--
--
_-
1.6
2.5
6.1
--
--
_ -
- -
1.3
2.3
3.6
4.231
8.9f
-
- -
- -
- -
1.6
2.7
-
0.7
1.8
2.1
3.1
3.6
4.9-
5.6
2.4
4.1
6.4-
--
1.0
2.7
4.6
7.2--
-
1.2
3.0
5.2
0.1-
-
- -
- -
0.4
1.0
1.3
1.4
3.4
3.7
5.7
6.3
8.9
- -
--
0.9
0.9
I.i
1.2
1,6
1.7
A.1
4.5
T.0-
7.6--
- -
- -
1.0
1.1
1.3
114
1.5
2.1
4.9
5.3
B.3-
9.0-
- -
1.2
1.5
2.2
5.7
9.0-
0.9
1.0
1.3
1.4
1.6
1.7
2.4
2.6
6.2-
6.6
- --
1.0
1.5
1.7
2.B
7.1
- --
1.1
1.2
1.6
1.7
2.0
2.1
3.0
3.2
7.6
6.1-
- --
1.2
1.3
•1.8
1.4
2.2
2.4
3.4
3.6
8.6-
Tw 2-
1.4
2.0
2.5
3.8
9.7.
`-
--
--
--
1.5
2.2
2.7
A.0_-
1.6
2.3
2.9
4.2-
1.7
2.4
3.0-
4.5
--
--
-
__
--
--
1.7
2.5
3.2
4.7
- '-
1.8
2.7
3.3
4.9
----
1.4
2.8
3.5
5.2
- -
2.0
2.9
3.1
5.5
2.1
3.1
3.8
5.7
2.3
3.4
4.2
6.3-
2.5
-3.7
4.6
6.8-
2.7
4.0
5.0
7.4-
3.0
4.3
5.4
0.0--
3.2
4.6
5.8

- be fabricated in almost any configuration. Some epoxy coated fittings
-� include stacks and hydrants as an integral part of the fitting.
Occasionally it may be necessary to connect PVC plastic pipe to steel
or CA pipe. This connection can be made with a coupling called a . -
7 transition or repair coupling. In -line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe. Most thrust blocks
will be concrete.' idanufacturers recommended thrust blocks at any
change in direction greater than 100, Figure 1'gives an example of
different arrangements for thrust blocks.
N
Figure I. Example of different arrangements for thrust blocks.
-5-

0
Figure 2. Anchorage
67ocks for in -line valves.
Table I is the forces encountered at end
plugs. to
calculate
forces encountered at
bends, tees and
wyes, multiply
the
figure in
Table I by the factors given -in -Table
2.
Table 1. Thrust
W at End Plugs
Thrust in
test p ressure in �!si
lbs. for
Pipe bi.ameter 100 PSI
150 PSI
ZOO PSI
250 PSI
-- inches)
_.....
11
295
440
590
740
2
455
680
910
1140
21z
660
990
1320
1650
3
985
1480
1970
2460
4
1820
2720
3630
4540
6
3740
5600
7460
9350
8
64-90r ,
9740
13, Od0
16,200
1 10
10,650
16,000
21,300
26,600
12
15,150
22,700
30,200
37,800
I 14
20,600
30,800
41,100
51,400
16�
26,600 +
39,800
-53,100
, 66,400
-6-

5u.y L'=uG�
S CIc,(..,rr� gd �.765EL�L�{-r.�+�K.. C.� i f,•
F'P� arc 14 ��

i
DRAFT
Field Calibration Procedures for Animal Wastewater Application Equipment
HARD HOSE AND CABLE TOW TRAVELER IRRIGATION SYSTEMS
R.O. Evans and J.C. Barker
Information presented in manufacturers charts are based on average operating conditions for
relatively new , equipment. Discharge rates and application rates change over time as
equipment gets older and components wear. Operating an irrigation system differently than
assumed in the design will alter the application rate, uniformity of coverage, and
subsequently the application uniformity. Operating with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging of
nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines will
reduce operating pressure. Operating below design pressure greatly reduces the coverage
diameter and application uniformity.
Irrigation equipment should be calibrated on a regular basis to ensure proper application rates
and uniformity. Calibration is a simple procedure involving collecting and measuring the
material being applied at several locations in the application area. Calibration helps ensure
that nutrients from animal waste are applied efficiently and at proper rates.
General Guidelines
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, then
computing the average application volume and application uniformity.
An in -line flow meter installed in the main irrigation line provides an accurate and easy
method of computing average application volume for each irrigation cycle.
Any number of containers can be used to collect flow and determine the application rate.
Standard rain gauges work best and are recommended because they already have a graduated
scale from which to read the application amount without having to perform mathematical
conversions. _
Pans, plastic buckets, jars, or anything with a uniform opening and cross section can be used
provided the container is deep enough to prevent splash (at least 4 inches deep), excessive
evaporation, and the liquid collected can be easily transferred to a scaled container. for
measuring. All containers should be the same size and shape to simply application depth
computations.
All collection containers should be set up at the same height relative to the height of the gun
discharge elevation (nozzle). The top of the container should be no more than 36 inches
above the ground.
Collectors should be located so that no interference from the crop occurs.

a
Calibration should be performed during periods of low evaporation. Best times are before 10
am or after 4 pm on days with light wind (less than 5 MPH), On cool, cloudy days the
calibration can be performed anytime during the day.
The volume collected during calibration should be read as soon as a zone or sprinkler is shut
off 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
different set up.
,Calibration set-up 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 perpendicular to the direction of travel, Figure 1. Multiple transacts
increase the accuracy of the calibration.
Reel Cart--D
Transect of Left Right
Collection B 7 6 5 4 3 2 1 1 2 3 4 6 B 7 6
Gaugea a 0 0 0 0 0 0 o O' 0 0 0 0 0 0
Gun
Cart
Direction
of Travel
At least one
Wetted Diameter Wetted Diameter
(320 feet) End of Field
Figure 1 General layout and orientation of collection gauges for calibration of a Lard
hose traveler irrigation system
containers should be spaced no further apart than 1/8 the wetted radius of the gun (1116 of
the wetted diameter) not to exceed 25 feet. This means that at least 16 gauges should be used
in the calibration. Gauges should be set at least one full wetted diameter of throw from either
end of the travel land.

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.
Calibration Procedures
1. Determine the wetted diameter of the gun.
2. Determine the necessary spacing between collection gauges. For a wetted diameter of
320 feet, the rain gauge spacing should not exceed 20 feet. (320 ft / 16 = 20 ft).
3. Determine the number of gauges required. (Minimum number is 16). Label gauges
outward from the gun cart as either leftof right (L1, L2, L3, etc; R1, R2, R3 etc.)
4. Set out gauges along a transect as labeled and shown in Figure 1, equally spaced at
the distance determined in item 2 (20 feet). The transect should be at least one wetted
diameter from either end of the pull.
4. Operate the system for the time required for the gun to completely pass all collection
containers. Record the time of operation (duration in minutes) and distance traveled in
feet.
5. Immediately record the amounts collected in each gauge. (Refer to Table 1 for an
example)
6. Identify those gauges that fall outside the effective land spacing, Figure 2. This
volume is the overlap volume that would be collected when operating the system on
the adjacent lane.
7. Superimpose (left to right and vice versa) the gauges just outside the effective width
to the gauges just inside the effective width. Add the volumes together. For the. layout
shown in Figure 2, the volume collected in gauge R8 is added to gauge L5; R7 is
added to L6; L8 is added to R6; and L7 is added to R6. This is now the application
volume within the effective lane spacing adjusted for overlap.
8. Add the arnounts in #7 and divide by the number of gauges within the effective area.
This is the average application volume (inches).
sum of amounts collected in all gauges
Average application volume =----------- --------------------------------------------
number of gauges within effective width
distance traveled (ft) MAR 2 9 2019
9. Compute the average travel speed = --------------------------
time- (min)

Lane 1
Reel Carty `
Left
87.654321i
0 010 0 0 0 0 0
l Gun
Cart
Lane 2
Left
8 7 e s 4 3 2 1
0 010 0 0 0 0 0
Right I -,\
1 2 3 4 5 e l 8\ Gun
0 0 0 0 a 00 \cart
t �
Effective Lane Spacing— ,
(224 feet)
Right
1 2 3 4 5 6 7 8
0 0 0 0 0 010 0
I
I
I'.
I'
I
I
I
Effective Lane Spacing-�
(224 feet)
Direction
of Travel
1
Figure 2 Accounting for overlap when calibrating a hard hose traveler system.
10. Determine the application uniformity. (Christiansen Uniformity Coefficient)
Uc =
average catch - average deviation from average catch
average catch
X 100
The average catch is the value computed in item 8. The average deviation from the
average catch is the determined by computing the difference between each container
catch and the average catch.
10. Interpret the calibration data and make necessary adjustments. _
For travelers with proper overlap and operated in light wind, an application
uniformity greater than 80 percent is common.
Application uniformity between 60 to 80 percent is in the "good" range and is
acceptable for wastewater application.
Generally, an application uniformity below 60 percent is considered unacceptable for
wastewater irrigation using travelers. If the computed U, is less than 60 percent,
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 a p4
spacing pattern with 70 percent lane spacing overlap.
a.
Traveling : gun wetted diameter 320 ft
Effective Spacing 224
b.
Spacing between collection containers (spacing 320
(ft) / 16) = 20 ft
C.
wetted diameter (ft)
320 ft
Number of gauges =--------------------------
=------------
---- = 16
gauge spacing
(ft)
20 ft
d.
Start of Irrigation event
7:15 am
e.
End of Irrigation event
9:30am
f.
Duration (e-d)
135_ _ minutes
g.
Travel -distance
400 feet
h.
Operate the system and collect data
Gauge Distance Volume
Overlap
Corrected
Deviation
No.
from center Collected
Adjustment
Volume
from Average
(feet) (inches)
(inches)
(inches)
(inches)
L l
10 .94
.94
.235 (1 1 - ill)
L2
30 .80
.80
.095 (i 2 - j )
L3
50 .59
.59
.115 ( etc.)
L4
70 .61
.61
.095
L5
90 .50
.13
.63
.075
L6
110 .42
.20
.62
.085
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
'_. sum
of all catches
8.05 inches
j . average catch (i/12)
0.705 inches

k. Compute the average travel speed =
-------------------------
distance traveled (ft)
time (min)
1. sum of all deviations from the average catch
in. average deviation from average catch (1/12)
n. Uniformity coefficient
0.705 - 0.113
Uc _----------- ------- X 100 = 84 %
0.705
1.356
0.113
400 ft -
------ = 2.96 ft/min
135 min

Reel Cart—{� '
Wind
Direotlon
Left Right
Trenaect of Coll.etion 9 B 7 8 6 4 3 2 1 1 2 9 4 b 8 7 8 8
"0000000a0 000a00000
G uyea
\R Dun
Cart
Dlrectlan ti
of Travoi
At Ieaat ons
Wetted Diameter Wetted Diameter
from End of Field
I
i. sum of all catches inches
j . average catch .(ilnumber of gauges) _ inches
distance traveled (ft)
k. average travel speed =------------- ----------- _
time (min)
1. sum of all deviations from the average catch
m. average deviation from average catch
n. Uniformity coefficient
--- 0) - (m)
U------------------------------- ------- X 100 = % -
- ---.0)
Interpret the calibration data and make necessary adjustments.
For travelers with proper overlap and operated in light wind, an application uniformity
greater than 80 percent is common.
Application uniformity between 60 to 80 percent is in the "good" range and is acceptable
for wastewater application.
Generally, an application uniformity below 60 percent is considered unacceptable for
wastewater irrigation using travelers. If the computed U, is less than. 60 percent, system
adjustments are required. Contact your irrigation dealer or Certified Technical Specialist
for assistance. '

i
J
Various RPM
Performances shown are for cool
water, close -coupled electric
configuration with packing. Other
mounting styles or liquids may
require horsepower and/or
performance adjustments.
Feet x .305 = Meters
Inches x 25.4 = Millimeters
GPM x .227 = Cubic Meters/Hour
GPM x 3.785 = Liters/Minute
HP x .746 = KW
HP, efficiency and NPSHR are
for full diameter impeller only
and may vary somewhat for less
than full diameter impellers. See
fixed speed curves for more
exact data at various speeds
and impeller diameters.
Model 3HA
Various RPM/Various Diameters
Enclosed Impeller
MODEL
3HA
SINGLE Speed
=._.
cc
VM
i:•_
p
_
"--
EM
Performances shown are for cool
water• close -coupled electric
con figuration with pacHng. Other
mounting styles or liquids may require
Ns Solids Dia. horsepower and/or performance
Impeller Dia. and Style
VOLUTE
Various PM
Various
Enclosed
800
50• I
adjustments.HO
Trim
I RPM HO
I
Trim RPM
HO ' Trim
RPM
HQ Trim
RPM Full Diameter
A 15.22"
2400 C
15.22" 2000
D 15.22"
1800
E 15.22'
1600 i
22"
Brl
2200
14.06" 2200
13.94"
2000
13.81"
1800
12"
I
2400
13.00" 2400
12.81"
2200
12.62'
I 15.22"
2000
-
I..............
.--
W:... .:.......:....... ..
...__......._:....... .......:.......:.......:
10 FT.
500 ; - •-•-•i.......i. _..__......__... .6o i.....65_._....12 F7.:.......!......
q :
70
.450 .. . .-- .......... ... .. ........ -
Q i
J 350 ----- .:.......:........:..... +------\ -�--- .i-- -
Q O:.-" _ -
0300
p ! ?�
120 FT.NPSH REQUIRED
'150 HP.
\I=HEY....
...i....... a ...............
250,...._--i------- :.......... j.... - - - \ 10 ..............
E
200 .......}.......:....... ....
-- /-- 60 HP
150 .......i.......i......_ 5-F%:--/--..:-.. _..;`.. _.'50.HP........:.......�..... ...............
_. .. ....................... -------
6:FT. 0 FT. 40 HP
0 2 400 600 600 1000 1200
CAPACITY U.S. GALLONS PER MINUTE
CORNELL PUMP COMPANY • Portlan
3HA—VARIOUS RPM

IRRIGATION SYSTEM CALIBRATION DATA SHEET FOR
HARD HOSE TRAVELER IRRIGATION SYSTEM
DATE:----------- Land Owner.----------
Farm No_
a. Manufacturers Specifications: Gun Model
Nozzle Dia. _ Pressure (Gun)
_ Reel
Wetted diameter ft Effective Spacing
ft Flow GPM
Hose Size: Length. _ ft Diameter
in
b. Spacing between collection containers (diameter
(ft) / 16) = ft
C. wetted diameter (ft)
Number of gauges =------------------------- _------------
--- _
gauge spacing (ft)
d. Start of Irrigation event
e. End of Irrigation event
. , ,`'" k4hl
.a0. 4o..e
000a o
.�.po � 000
_ _
f. Duration (e-d) min
r�
—
g. Travel distance feet
—
h. Operate the
system and collect data
Gauge Distance Volume Overlap Corrected
Deviation
NO. from center Collected Adjustment Volume
from average
feet inches inches inches
inches
L1
L2
U
L4
L5
L6
L7
L8
L9
L10
R1
R2
R3
R4
R5
R6
R7
R8

12/07/95 15:41 FAX Gcuue
ANIMAL WASTE 11dANL AGENffNT PLAN CERTIFICATION FOR EXISTING FEEDLOT'S
Please return the completed form to the Division of Environmental Management at the address on the
reverse side of this form.
Name of farm (Please print) : Partners 'N Pi.s
Mailing Address: 3659 NC I 1 1 N
Pikeville, NC 27863 _Phone No.:
--- --- County (of rm): _
Farm location: Latitude and Longitude: 35 28' 25" 1 77" 56fa
' 36" (regvired). : a ;0, please attach a
copy of a county road map with location ids
Type of operation (swine, Iayer, dairy, etc.) : swine
Design capacity (number of animals) : 3200
Average size of operation (12 month population avg.: 3200
Average acreage needed for land application of waste (acres) ._ 13 Ac. - --
Technical Specialist Certification
As a technical speciaUst designated by the North Carolina Soil and Water Conservation Commission pursuant
to 15A NCAC 6F .0005, I certify that the existing animal 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 stormwater runoff events less severe
than the 25 - year, 24 - hour storm.
When checked, see reverse side of form for conditionslexceptions.
Name of Technical Specialist (Please Print): Patricia S. Gabriel, DC
Affiliation (Agency): MRCS
Address (Agency - 208 W. Chestnut St., Goldsboro, NC Phone No.: 91 - -153
Signature: s � ,1�L 11 Date: o
Owner/Nianager Agreement
I (we) understand the operation and maintenance procedures established in the approved animal waste
management plan for the farm named above and will implement these procedures. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facihtles 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 that 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
Signature:
Name of l
Signature:
.(Please Print):
owner
Note: A change in land ownership requires notification or a new ceitification (if the approved plan is changed) within 60 days of a tide transfer_
DEM USE ONLY: ACE#

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Animal Waste Operations
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:
1.1 Facility Name: Partners N' Pi s _
1.2 Print Land Owner's name: Cordell F. Sasser
1.3 Mailing address: 3659_NC I I IN
City, State: _Pikeville NC _ _ Zip: 27863 _
Telephone Number (include area code): 919-734-1934/919-736-9474 _
1.4 County where facility is located: Wa ne _
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): $R 1545. 2 miles north of SR 1523 west side of road. _
1.6 Print Farm Manager's name (if different from Land Owner): 1►?a�„���r p,�a - r _��
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Goldsboro Hog Farms _
1.8 Date Facility Originally Began Operation: ,1Hf1 2* 06+. 1 61Q �1_ F r tGS
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: _96 (county number); 51 (facility number).
2.2 Operation Description: Swine operation
Wean to Feeder
3200- Certified Design Capacity
Is the above information correct? yes; If no, correct below using the design capacity of e facility
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Wean to Feeder 1oU 0 Layer (7 0 Dairy U
0 Feeder to Finish _ _ 0 Non -Layer ( 0 Beef C�
0 Farrow to Wean (# sow) _ _ _ 0 Turkey O
0 Farrow to Feeder (# sow) _
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm:_
- -- No. of Animals:
FORM: AWO-G-E 7/7/99 Page 1 of 4 96 - 51

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system):-99 *eRequired Acreage (as listed in the AWMP): -13. 17.6 /kf-"5
2.4 Number tRons storage ponds (circle which is applicable): j
2.5 Are subsurface drains present within 100' of any of the application fields? YES o NO please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or NO (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NR _' ' Standards, etc.) (Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? JUNE Z, t4erz
What was the date that this facility's land application areas were sited?
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.
3.1 One completed and signed original and one copy of the application for General Permit - Animal A1212licants Initials
Waste Operations; S
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 NVUR
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.
L5
FORM: AWO-G-E 7/7/99 Page 2 of 4 96 - 51

Facility Number: 96 - 51
Facility Name: Partners N' Pigs
4. APPLICANT'S CERTIFICATION:
(Land Owner's name listed in question 1.2), attest that
this application for r _ ne e)n , 60; (Facility name listed in question 1.1)
has been reviewed by me and is accurate and conYplete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete.
Signature Date®'-
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I,
(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 returnedA incomplete.
.., Date .
Signature _Tj_ — — 'a �"U
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 7/7/99 Page 3 of 4 96 - 51

Swine Farm Waste Management Odor Control Checklist
BMPs to Minimize Odor Site Specific Practices
Source
Cause
• Swine production
�
Vegetative or wooded buffers;
Farmstead
0
Recommended best management practices;
®
Good judgment and common sense
Animal body surfaces
• Dirty manure -covered animals
fil
Dry floors �-
Floor surfaces
. Wet manure -covered floors
®
Slotted floors;
BI
Waterers located over slotted floors;
❑
Feeders at high end of solid floors;
O
Scrape manure buildup from floors;
❑
Underfloor ventilation for drying
❑
Frequent manure removal by flush, pit recharge,
Manure collection pits
Urine;
. Partial microbial decomposition
or scrape;
❑
Underfloor ventilation
Ventilation exhaust fans
gases; ases; Y
®
Fan maintenance;
Dust
C4
Efficient air movement -
Ja
Waslidown between groups of animals;
Indoor surfaces
• Dust
N
Feed additives;
❑
R
Feeder covers;
Feed delivery downspout extenders to feeder
rlusl� tanks
• Agitation of recycled lagoon
liquid while tanks are filling
❑
❑
oe*M
Flush tank covers;
Extend fill lines to near bottom of tanks with
anti -siphon vents
—rtu5h
Agitation during wastewater
❑
Underfloor(lusl1.witli underfloor ventilation
alleys
conveyance
Agitation of recycled lagoon
Ja
Extend recharge lines to near bottom of pits
Pit recharge points
•
Iiquid while pits are filling
with anti -siphon vents
J
•� Agitation during sump tank
❑
Sump tank covers
Lift stations
filling and drawdown
Outside drain collection
. Agitation during wastewater
El
Box covers
nr iunclion' boxes
conveyance

BMPs to Minimize Odor Site Specific Practices
Source Cause
End of drainpipes at • Agitation during wastewater 9 Extend discharge point of pipes underneath
.. ,,,., conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions;
• Biological mixing;
• Agitation
Proper lagoon liquid capacity;
9 Correct lagoon startup procedures;
a Minimum surface area -to -volume ratio;
IN Minimum agitation when.pumping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler • High pressure agitation; Irrigate on dry days with tittle or no wino;
nozzles • Wind drift 9 Minimum recommended operating pressure;
is Pump intake near lagoon liquid surface;
❑ Pump from second -stage lagoon
Storage tank or basin • Partial microbial decomposition;
surface • Mixing while filling;
• Agitation when emptying
Settling basin surface
•
Manure, slurry or sludge •
spreader outlets
Uncovered manure,
slurry or sludge on field
surfaces
Partial
decomposition;
Mixing while filling;
Agitation when emptying
Agitation when spreading
Volatile gas emissions
Volatile gas emissions
drying
0 Bottom or midlevel loading;
❑ Tank covers;
❑ Basin surface mats of solids;
❑ Proven biological additives or oxidants
❑ Extend drainpipe outlets underneath liquia
level;
❑ Remove settled solids regularly
❑ Soil injection of slurry/sludges;
❑ Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
p Soil injection of slurry/sludges
❑ Soil incorporation within 48 hrs.;
❑ Spread in thin uniform layers for rapid drying;
❑ Proven biological additives or oxidants
Dead animals • Carcass decomposition I$ Proper disposition of carcasses
Dead animal disposal • Carcass decomposition O Complete covering of carcasses in burial pits;
pits ❑ Proper location/construction of disposal pits
Incinerators 0 Incomplete combustion 0 Secondary stack burners

Rnar—
`'ruse
StandinBMPs to Minimize Odor QWaterarnnn rl r....._____�__�__ —
facilities
"r—t— _."Aub`. 2W Grade and landscape such that water drains `—P.%Asm _ • acuces
Microbial decomposition of away from facilities
_ organic matter
Manure tracked onto • Poorly maintained access roads
public roads from farm 21 Farm access road maintenance
access
Additional Information
Swine Manure Management; 0200 Rule/BMP Packet — Available From
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU, County Extension Center
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88 NCSU - BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88 NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; . EBAE 103-83 NCSU - BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU - BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU - BAE
Environmental Assurance Program ; NPPC Manual NCSU - Swine Extension
Options for Managing Odor; a report from the Swine Odor Task Force NC Pork Producers Assoc
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, I995 Conference Proceedings NCSU Agri Communications
S Florida Cooperative Extension

Insect Control Checklist for Animal Operations
W� Source Cause BM[Ps to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids O Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
O Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids ® Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Excessive Vegetative • Decaying vegetation St Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundments perimeter.
Dry Systems
Feeders • Feed Spillage 0 Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
It Clean up spillage on a routine basis (e.g., 7 -10
day interval during summer; 15-30 day interval
during winter).
Feed Storage u J • Accumulations of feed residues 17 Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

c,...�,.p Cause BMPs to Control Insects. Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes O Eliminate low areas that trap moisture along
and feed wastage fences and other locations where `waste
accumulates and disturbance by animals is
minimal.
0 Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling • Accumulations of animal wastes O Remove spillage on a routine basis (e.g., 7 - 10
Systems day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
O Provide for adequate drainage around manure
stockpiles.
13 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613. .

Insect Control Checklist for Animal Operations
Source - —Cause - BMPs to Control Insects Site Specific Practices
I(Ji nrid S sterns
Flush gutters Accumulation of solids ® Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
® Remove bridging of accumulated solids at
discharge
Lagoons and pits • Crusted solids ® Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation ® Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dr 5 sternns _
Feeders • Feed spillage ® Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
® Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source Cause
Feed store a Accumulations of feed ®
IgMPs to Control Trasects
Site Specific Practicesg
Reduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or- providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
C3
Inspect for and remove or break up accumulated
Animal holding areas • Accumulations of animal ®
solids in filter strips around feed storage as needed
Eliminate Iow areas that trap moisture along fences
wastes and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal
®
Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
Dry manure handling Accumulations of animal ®
accumulated solids as needed)
Remove spillage on a routine basis (e.g.,
systems wastes
7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
®
Provide for adequate drainage around manure
stockpiles
®
Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handlin& areas as needed
For more information contact:
Cooperative .Extension Service, Department of Entomology,
Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

PHONE NUMBERS
Division of Water Resources (DWR)
Emergency Management System (EMS)
Soil and Water Conservation District (SWCD)
Natural Resources Conservation Service (NRCS) _
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:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field -actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste pipes and sprinklers -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
1 November 23, 2016

d. Leakage from flush systems, houses, solid separators -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house, flush systems, or solid separators.
5) Repair all leaks prior to restarting pumps.
e. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks- possible action:
1) Dig a small sump or ditch away from the embankment to catch all seepage, put in
a submersible pump, and pump back to lagoon.
2) If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
3) 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 waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWR regional office, phone number:
. After hours, emergency number: 1-800-858-0368. Your phone call should
include: your name, facility, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of the
spill, weather and wind conditions. The corrective measures that have been under
taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS, phone number:
. Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension, phone number:
2 November 23, 2016

2) local SWCD office, phone number:
3) local MRCS office, phone number:
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer,
etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWR and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
3 November 23, 2016