960064_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: 96-0064
Certificate Of Coverage Number:
AWS960064
2.
Facility Name: Kim Gra Farm
3.
Landowner's Name (same as on the Waste Management Plan):
Kim Gray
4.
Landowner's Mailing Address: 497 Mark Edwards Rd
City: La Gran-- e State:
NC
Zip: 28551-7549
Telephone Number: 919-778-8274 Ext. E-mail:
5.
Facility's Physical Address: 497 Mark Edwards Rd
City: La Gran-e State:
NC
Zip: 285517549
6.
County where Facility is located: Wayne
7.
Farm Manager's Name (if different from Landowner):
8.
Farm Manager's telephone number (include area code):
9.
Integrator's Name (if there is not an Integrator, write "None"):
Maxwell Foods LLC
10.
Operator Name (OIC): Robert B. Mitchell
Phone No.: 919-738-3584
OIC 9: 16561
11.
Lessee's Name (if there is not a Lessee, write "None"):
12.
Indicate animal operation type and number:
Current Permit: Operations Type
Allowable Count
Swine - Feeder to Finish
2,880
Operation Types:
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 Poultr-%
Gilts Other
Non Laying Pullet
Other
Layers
REMNEMWmQUM
MAR 2 8 2019

ROY COOPER
Coremor
MICHAEL S. REGAN
Secrerary
LINDA CULPEPPER
Diw'for
10
NORTH CAROLINA
Environmental Quality
February 27, 2019
Kim Gray
Kim Gray Farm
497 Mark Edwards Rd
La Grange, NC 28551-7549
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 htts://de .ne. ov/about/divisi ns/water-resources/ r uality-re,,ional-o erations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the gate Non -Discharge General Permits, you must submit an application for
ermit coverage to the Division. Enclosed rou will find a "Re uest for Certificate of Cover e cilily Currentl Covered b,, an
Expiring State Non-Dischar a General Permit." The application form must be completed, signed and returned by Anril 3. 2019.
Please note that You must include one 1 cony of the Certified Animal Waste Management Plan CAWMP with the
completed and siened application form. A list f items included in the CAWMP can be found on age 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 $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Washington Regional Office, Water Quality Regional Operations Section
Wayne County Soil and Water Conservation District
AFOG Section Central Files - AWS960064
Maxwell Foods LLC
North Can_naDerertrrte^tof=-r,.vrwmerrtaQust_:I DvsonofWater Res:5ur>--s
EE,12 N. Sa stu n- St. I 1c3$ hta Serv�-_.:enter I R: =g'n, Pio€tk Caro ra 274E-3E-.'E
— 313.707 0CD

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated
Liner Type
Structure
Date
(Clay, Synthetic,
Name
Built
Unknown)
1
6/5/1991
Estimated Design Freeboard
Capacity Surface Area "Redline"
,ubic Feet) (Square Feet) (Inches)
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 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed liv 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]

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: l%r �#Rq Title:
Signature.
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 Management Methods
Indicate which methods) 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
aBurial 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.106-403). 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.
J Rendering at'a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
0 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 desi n a
NC Department of Agriculture & Consumer Services (G.S. 106-549.70). g pproved by the
0 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).
11 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.
Date
Date

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Tuesday, January 06, 2009
Producer: Kim Gray
Farm Name:
Telephone # :
Type of Operation:
Kim Gray(2008)
497 Mark Edwards Road
LaGrange,NC 28551
[phone]
Feeder to Finish Swine
Number of Animals : 2880 hogs 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.
i
Several factors are important in implementing your waste utilization plan in order to maxmize
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,
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.)
2880 hogs X 1.9 tons waste/hogs/year = 5472 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2880 hogs X 2.3 Ibs PAN/hogs/year = 6624 PAN/year
Applying the above amount of waste is a big job.
You
equipment to apply the waste in a timely
should
plan
time and have
appropriate
manner.
The following
acreage will be needed for waste application based on the
soil type and suface application.
crop
to be grown,
TABLE I: ACRES OWNED BY PRODUCER
TRACT
FIELD SOIL TYPE &CLASS-
DETERMINING PHASE
CROP
YIELD
LBS AW
COMM ACRES
LBS AW APPLIC.
8363
- W13(63) NORFOLK 0-2%
CODE
NIACRE
N/ACRE
USED TIME
8363
HW13(63) NORFOLK 0-2%
SG
1
_ 50
0 0.65
32.5 SEP-MAY
8363
* iW2(63) NORFOLK 0-2%
BP
W
4.6
60�
230,
0 0.65
149.5 MAR-SEP
-
8363
* iW2(63) NORFOLK 0-2%
C
144
p
_ 2.87
413.28 SEP-APR
8363
* iW2(63) NORFOLK 0-2%
SB
110
137.5
0 2.87
394.625 MAR-JUN
5052
- iW4(52) JOHNSTON DRAINED
SG
40
160
0 2.87
459.2 APR-SEP 15
_
5052
HW4(52) JOHNSTON DRAINED
Bp
1
50
0 4.42
221 SEP -MAY
8364
- iW5(64) NORFOLK 0-2%
SG
3
150
0 4.42
663 MAR-SEP
8364
HW5(64) NORFOLK 0-2%
BP
1
50
0 3.68
184 SEP-MAY
8247
- iW6(47) JOHNSTON DRAINED
SG
4.6
1f
230
50
0 3.68
846.4 MAR-SEP
8247
HW6(47) JOHNSTON DRAINED
SP
0 2.18
109 SEP-MAY
6052
* iW6(52) NORFOLK 0-2%
W
3
150
_ 0 2.18
327 MAR-SEP
5052
* i1 6(52) INORFOLK 0-2%
60
144
0 1.95
280.8 SEP-APR
5052
* iW6(52) NORFOLK 0-2%
C
SB
110
137.5
0 1.95
268.125 MAR -JUN
8363
- iW6(64) NORFOLK 0-2%
SG
40
160
0 1.6
3 APR-SEP 15
8363
HW6(64) NORFOLK 0-2%
BP
1
50
0 0.6
3
33 SEP-MAY
8247
HW7(47) JOHNSTON DRAINED
gp
4.5
230
0 0.66
151.8 MAR-SEP
8247
- iW7(47) JOHNSTON DRAINED
SG
3
150
0 3.1
465 MAR-SEP
5052
- iW7(52) RAINS
SG
1
50
0 3.1
155 SEP-MAY
5052
HW7(52) RAINS
1
50
0 1.17
58.5 SEP-MAY
8363
- iW9(63) NORFOLK 0-2%
BP
SG
3.4
170
0 1.17
198.9 MAR-SEP_
8363
HW9(63) NORFOLK 0-2%
BP
1
50
0 3.36
158 SEP-MAY
8363
* P1-(63) NORFOLK 0-2%
W
4.6
230
0 3.36
772.8 MAR-SEP
8363
* P1-(63) NORFOLK 0-204
C
60
144
0 1.75
252 SEP-APR
8363
* P1-(63) NORFOLK 0-2%
SB
110
137.5
0 1.75 240.625
MAR-JUN
8363
* P2-(63) NORFOLK 0-2%
W
40
160
0 1.75
280 APR-SEP 15
8363
* P2-(63) NORFOLK 0-2%
C
60
144
0 a
495.36 SEP-APR
8363
* P2-(63) NORFOLK 0-2%
SB
110
137.5
0 3.44
473 MAR-JUN
8363
* P3-(63) NORFOLK 0-2%
W
40
160
0 3.44
550.4 APR-SEP 15
8363
P3-(63) NORFOLK 0-2%
C
60
144
0 3.02' 434.88 SEP-APR
8363
* P3-(63) NORFOLK 0-2%
SB
110
137.5
0 3.02
415.25 MAR-WAR
8364
. P4-(64) NORFOLK 0-2%
SG
40
160
0 3.02
483.2 APR-SEP 15
8364
P4-(64) NORFOLK 0-2%
BP
1
50
0 2.8
140 SEP-MAY
5052
P5-(52) NORFOLK 0-2%
C
4.6
230
0 2.8
644 MAR-SEP
5052
* P5-(52) NORFOLK 0-2%
W
110
137.5
0 1.99 273.625 MAR-JUN
5052
* P5-(52) NORFOLK 0-2%
SB
60
144
0 1.99 286.56
SEP-APR
8363
P6-(63) JOHNSTON DRAINED
Bp
40
160
0 1.99
318.4 APR-SEP 15
8363
- P6-(63) JOHNSTON DRAINED
SG
3
150
0• 4.78
717 MAR-SEP
�
1
50
0 4.78
239 SEP-MAY
TOTALS: 9591.07
Indicates that this field is being overseeded
(i.e. interplanted) or winter
nmrvor nnnnln
annuals
follow
Page 2

.bu111111C1 d1111ug1.7.
* 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.
r CER9 a A10,11som'17eri
MAR 2 9 2019
Page 3

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required 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 C CORN _UNITS LBS N/UNIT
�- - _
BP HYBRID BERMUDAGRASS-PASTURE BUSHELS 1.25
BP HYBRID BERMUDAGRASS-PASTURE TONS 50
SG SMALL GRAIN OVERSEEDED AC
SB SOYBEANS 50
W WHEAT BUSHELS 4
BUSHELS 2.4
Page 4

TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW
N USED
TABLE 1 41.82
9,591 1
TOTALS: 41.82
9,591
AMOUNT OF N PRODUCED: 6,624
*** BALANCE -2,967
*** 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 1065.6 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 1.58 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
-HW4(52)
*HW6(52), *P5-(52)
SOIL TYPE
JOHNSTON DRAINED
NORFOLK 0-2%
CROP
SG
C
APPLICATION
RATE (in_1hr)
0.45
0.50
APPLICATION
AMT (inches)
*1
*1
5052
5052
5052
*HW6(52), *P5-(52)
NORFOLK 0-2%
SB
0.50
*1
5052
*HW6(52), *P5-(52)
NORFOLK 0-2%
w
0.50
*1
5052
Hw7(52)
RAINS
BP
0.40
*1
5052
--HW7(52)
RAINS
SG
0.40
*1
5052
HW4(52)
JOHNSTON DRAINED
BP
0.40
*1
8247
-HW6(47),-HW7(47)
JOHNSTON DRAINED
SG
0.45
*1
8247
1-fW6(47), HW7(47)
JOHNSTON DRAINED
BP
0.45
*1
8363
-P6-(63)
JOHNSTON DRAINED
SG
0.45
*1
8363
13(63), HW6(64), HW9(63
NORFOLK 0-2%
BP
0.50
*1
8363
2(63), *P]-(63), *P2-(63), *P3
NORFOLK 0-29%
C
0.50
*1
8363
2(63), *Pl-(63), *P2-(63), *P
NORFOLK 0-2%
SB
0..0
*1 I
Page 5

tsdW 1(63),
(63),—HW6(64),�-HW9( NORFOLK 0-2% SG 0.50 *1
8363 *Pl-(63), *P2-(63), *P3 NORFOLK 0-2% w 0.508363 P6-(63) JOHNSTON DRAINED BP0.508364—HW5(64),—P4-(64) NORFOLK 0-2% SG 0.508364HW5(64), P4-(64) NORFOLK 0-2% BP 0.50 *1
* 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
WUP was written September 1, 2008 based on information provided by Wayne Soil and
Water. This plan was created due to grower adding underground pipe with hydrates. This
plan will utilize a Honey Wagon on
fields labeled HW. All other pulls will use a traveler.
Tract-8247/HW6 & HW7 will not be used unless needed.
Tract-8363/P6 will not be used unless needed.
( ) represents last two numbers of tracts.
Page 7

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 term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide 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
component of a swine farm shall be at least 50 feet from any residential property boundary
Page 8

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.
*1 B. 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) 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
Page 9

Agriculture regulations.
* Liquid Systems
Page 10

NAME OF FARM: Kim Gray(2008)
OWNER / 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. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have 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: Kim Gray
SIGNATURE:
NAME OF MANAGER (if different from owner):
SIGNATURE:
DATE:
please print
DATE:
NAME OF TECHNICAL SPECIALIST: Robert B. Mitchell Jr.
AFFILIATION: Private Technical Specialist
ADDRESS (AGENCY): 104 Adler Lane
Goldsboro, NC 27530
[phone]
SIGNATURE: DATE:
Page 11

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��•�Untted states
Deaar'.ment of
Agriculture
Sod
Conservation
$eNice
OPERATOR:
Please review the attached plan and specifications care.`ully. 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 ;ob can be certified for payment (if cost -sharing
is involved).
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 laacon.
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: Qesign Requirement:
Estimate of Excavation
Estimate of Pad & Dike:
24: 1 ' Rat ion
.42: 56.3cu.ft. = __—cu.yds.
cu.ft. = 7493 cu.yds.
cu.ft. = Dr cu.yds.
Job Class //g/qZ
� 'Date
r! e
Designed By /Ou?4N
Name
,
Design Approval
Name
l2 - !/^
Da to
I
O Tna Sad Conservation So/Ylee
,s an agency of the
oevartment of Agrlculfule

OPERATION AND MAINTENANCE FLAN
------------------------------
This lagoon is designed for waste treatment with minimum odor
control.The time required for the planned fluid level to be
reached may vary due to so i 1 c and i t l ons, f I ush i ng operations, and
the amount of fresh water- added to the system.
Land application of waste water- is recognized as an acceptable
method of disposal. Methods of application include so 1 i d 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.
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 48.3 as marked by permanent markers. Stop pump -out when
the fluid level reaches elevation 46.3 or before fluid depth is
less than 6 feet deep (this prevents the loss 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 vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
ram. 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 can 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 respons i b i I i ty- for enforcing this law.
194

U. S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
File Code: 210
ZA(-act
HAZARD CLASSIFICATION DATA SHEET FOR
Landowner (SRd,! _ _ County
Community or Group No.
Conservation Plan No, ---
Estimated Depth of Water to Top of ! // Ft. Length of Flood Pool 37
0 _ Ft.
4A600W
Date of Field Hazard Investigation a 8 2
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
-- - Est. ETev. :Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope:. Land Use Improvements Floodove Plain:Flo Mood
oodePlainve
Ft. Ft. % Ft. Ft.
2 .
3 .
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach�p-xe,V ToS65 k] DAtra62 To flr
- �C� r f�r�K�ru % Lf b o d '
o e P
GA[�co�
Hazard Classification of gem Ua b, c) (see NEM=Part 520.21)
Dam Classification (I, II, III IV V)
BY t'l
name
title)
Concurred By P --
[name ttitle
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date // /1,0Z
3

Operator:KIM GRAY County: WAYNE
Date:
11/18/92
Distance
to nearest residence (other-
than
owner) :
800.0
feet
1. STEADY STATE LIVE WEIGHT
0
sews ( farrow to finish)
x
1417
tbs. -
sus
I bs
0
sows (farrow to feeder)
x
522
lbs. =
sus
ibs
2880
read (finishing onIy)
.,
135
ibs. =
388800
lbs
0
sows ( farrow to wean)
x
4=3:3
tbs. -
0
1 bs
0
head (wean to feeder)
:.
:30
tbs. =
0
ibs
TOTAL STEADY STATE
LIVE
WEIGHT
(SSLW) =
3=8800
Ibs
. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs. SSLW x Treatment Volume(C:F)/lb. SSLW
Treatment Vo I ume (C:1=) / I b . SSLW= 1 C:F/ I b . SSLW
Volume = ===800 cubic feet
. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner- requests no sludge storage.
Sludge will be removed as needed.''
4. TOTAL DESIGN VOLUME
Inside top length 370.0 feet g Inside top width 197.5 feet
Top of dike at elevation 50.0 feet
Freeboard 1.0 feet 9 Side slopes 2.5 : I ( Inside lagoon)
Total design lagoon l i eau i d level at elevation 49.0 feet
Bottom of lagoon elevation 39.0 feet
Seasonal high water- table elevation 43.6 feet
Total design volume using pr i smo i da I formula
SS/END1 SS/F-ND2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
Z. 5 2.5 2.5 2.5 365.0 192.5 10 . t[1
AREA OF TOP
LENGTH * WIDTH =
365.0 192.5
AREA OF BOTTOM
LENGTH * WIDTH =
=:15,0 142.5
70262.5 ( AREA OF TOP)
44887.5 ( AREA OF BOTTOM)
AREA. OF MIDSECTION
LENGTH # WIDTH * 4
340.0 167.5 227800.0 ( AREA OF MIDSECTION * 4 )
CU . FT. = [AREA TOP + (4 *ARF-A MIDSECTION) + AREA BOTTOM] # DEPTH,
VOLUME i �F LAGOON AT TOTAL DESIGN LIQUID LEVEL = 5715E::'i�r C:U . F'
T

F . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
=:70.0 197.5 73075.0 square feet
Buildings ( roof and lot water)
Length * Width =
370.0 2.5 925.0 square feet
TOTAL DA 74000.0 square feet
Design temporary storage period to be 180 days.
FA. Volume of waste produced
Approximate da i I y production of manure in CF/LB SSLW 0.00136
Volume = 388800 Lbs. SSLW * C:F of Waste/Lb. /Day * 180 days
Volume = 94947 cubic feet
5B. Volume of wash water
This is the amount of fresh water- used for washing floors or volume
of fresh water- used for a flush system. Flush systems that recircuI
the lagoon water are accounted for in FA.
Volume = 0.0 gallons/day * 180 days storage/ 7. 8 ga I I or
per C: F
Volume = 0.0 cubic feet
FC.. Volume of ra i nfa i i in excess of evaporation
Use period of time when rainfall / exceeds evaporation by largest amoui
180 days excess ra. i nfa I i = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 43166.7 cubic feet
a

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 43166.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
FA.
94947
cubic
feet
5B.
0
cubic
feet
5C:.
43167
cubic
feet
5D.
43167
cubic
feet
TOTAL 161281 cubic feet
6. SUMMARY
Total required volume 570081 cubic feet
Total design volume ava i I . 571583 cubic feet
Min. req. treatment volume plus sludge accumulation 388800 cubic
At elev. 46.3 feet y Volume is 391871 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 528417 cubic feet
At e I ez. 48.3 feet ; Volume is 02=:080 cubic feet A start pump i n
Seasonal high watery table elevation 4aw6-feet
7. DESIGNED BY a 4,w& , hw APPROVED BY % K/,/
DATE a / VyQV)Z. DATE: /2 _ 4 -V zr
NOTE: s SEE ATTACHED WASTE UTILIZATION FLAN
C0

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 2.5 ACRES
USE THE SEED MIXTURE INDICATED:
150 LBS . FESCUE GRASS @ 60 LBS . /AC:RE
(BEST SUITED ON CLAYEY i iR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS . ' PENSACOLA' BAH I A GRASS @ 60 LBS . /AC:RE
( SEE FOOTNOTE N� � . 1 )
SEEDING DATES: MARCH 15 TO J UNE 30
0 LBS. HULLED BERMUDA GRASS @ 8 LBS./AC:.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
75 LBS . RYE GRAIN @ _=ass LBS . /AC:RE ( NURSERY FOR FESCUE)
0 LBS4 RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
2500 LBS . OF 10-10 —10 FERTILIZER (1 S:`+i? 0 L_ BS . /AC:RE )
5 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
250 DALES OF SMALL GRAIN STRAW (1 S% 0 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR Ti i SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK T� i PREPARE A 3 Ti i 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULT I PACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSAC OLA BAH I AGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA.; IT IS RECOMMENDED_ THAT
LBS . / ACRE � til= COMi'yl<<N BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
7

WASTE UTILIZATION PLAN
----------------------
CI'wnees name--:KIM GRAY County:WAYNE
Mail Address —:EASTERN WAYNE
Type of production unit---- :FINISHING
Type of waste facility -----:Anaerobic Lagoon
Your animal waste management fac i I i ty has been designed for a
given storage capacity. When the waste reaches the designed
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 app l i ed . This waste ut i 1 i zat i on 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 valanced 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 can the
needs of the crop to be grown and the nutrient content of the
waste. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infiltration
rates and leaching potential. Waste shall not be applied to
land eroding at greater than r tons per acre per year. Do not
apply waste on saturated so i I s 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 po l l ut i on, the waste should be app l i ed to a growing crop or
not more than 30 days prior to planting. Injecting the waste
or disking will conserve nutrients and reduce odor- problems.
The acres needed to apply the animal waste is based on typical
nutrient content for this type of fac i 1 i ty. Acreage
requirements may be more or less based on the waste analysis
report from your waste management fac i l i t;.•.
The design of your waste management f ac i l i ty is based on the
following.
Amount of Waste Produced i-'t:r i`ear:
----------------------------------
.__ _0 animals x 1.9 tons ',.,'a.ste/an i ma I /yr= 5472 tons
total waste
6

Page
Amouht of Plant Available Nitrogen Produced Per Year:
------------------•-----------------------------------
0 animals x 2.30 Its. N/animal/year- - 6624 lbs./yr-
Available N
Applyingthe above amount of waste is a big job. You should
plan time and have appropriate equipment to apply the waste in
a timely manner. Your facility is designed for 180 days of
storage. Therefore, it will need to be pumped every 6
months.
Tract
Field
Soil
Crop
Yield
Lbs. N
Acres
Lbs. N
Month to
No.
-----
No.
-----
Type
-----
Code
-----
-----
Per Ac .
-----
-----
Used
-----
Apply
------
50 37
9
NOC , NRB
6
7
Tons
400
3.3
1320
MAR-AUG
5037
ti
Nr'`iB2
r_,
7
Tans
400
7.3
2920
MAR-AUG
5037
=
is
3
4
Tans
200
1.8
360
F-MAY, S-ICJ
5037
7
JS
-
4
Tons
200
2.5
500
F-MAY,S-N
5037
6
JS
3
4
Tons
200
2.6
5ZO
F-MA`r',S-N
5052
5
NOC
6
7
Tans
400
1.2
480
MAR-AUG
5052
4
JS
L
4
Tans
200
9.3
iS60
F-MAYS-hl
-----
-----
-----
-----
-----
Total
-----
26.0
-----
7960
------
Available
Nitrogen
6624
Surplus
Or Deficit
-1336
Crop codes: I=Cereal grain; =Corn; =Fescue; 4=Range Cyr. Bermuda
5=C:ontro I Grazed Bermuda; r =Hay I and Bermuda.
Narrative of Operation:
-----------------------
f?�lC?_ceAs26�Tays K-1 PAP_
..Zkc�_l�G��-•------=------
----------------------------------------------------------------
C:al l the So i I and Water- Conservation District Office after- you
receive waste analysis report to obtain the amount per acre to
apply and the irrigation app l I ca.t i on rate prior_ to applying
waste. +
Prepared b y : _ ---- -----' �� "_ ------------- ----- 7_ --- A.- 161.
Name Title ae
Concurred i n try: __G -��� /D L ���1 �2-
Fr Producer
(Copy to producer and cis1.;y 4o case filer
I

ANIMAL MASTS UTILIZATION AGREEMENT
OL j� hereby give
-- ----------------- permission to apply
waste from his Animal waste Management system on
_11 _ acres of my land.
Tact Number: �503`7
Fieid(s) Number: A
F understand that this waste contains nitrogen,
pros orus v and potash, and when proper i y, app i i ed will
not harm my land or C' qpS? and w i 1 f reduce my need for
commercial ferti i izer.
Adjacent LanCoWneoduce-
r"
I
{{ S
Yr' � i•e

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAeOONS
-----------------------------------------------------------
Clearing
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter- sha I I be removed to a minimum depth of one (1 )
foot. Satisfactory disposition will be made of all debris. The
foundation area sha 1 I be loosened thoroughly before placement of
embankment material.
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the p l ans . Z:YCXVX7T eml! OAF K NC4 P709 V bdtP 46w46 Cd.tTdz/-lXJC Ord"
b1rL T•►?o SC Mfa?6R1r4L 406 f4C 61eZ 41711 5C AAA7a- 1i4L.
Construction:
-------------
Construction of excavated and ear-thfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthif i I I sha I I not be placed
in standing water and reasonable compaction of the fills shall be
performed by the Construction equipment or sheeps-foot roller- during
placement. The embankment of the lagoon sha 1 I be installed using
the more impervious materials. Construction of fill heights sha I I
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 backf i I I ed and
compacted with a suitable material (i e-C:L,SC,C:H) . Refer- to 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- tare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

Lam• sa-7
SCS-ENG-538 U. S. DEPARTMENT OF AGRICULTURE
Rev. 5-70 SOIL. CONSERVATION SERVICE
L A L-6ot4
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED P@W SITE
FARMER'S NAME KA& DISTRICT
DATE .—. /a Z 19 Z y _ COUNTY
S. C. S. PHOTO SHEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES LE
WOODLAND ACRES TOTAL ACRES P*N$ CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE B tiGS WERE MADE (Approx. scale 1" = feet)
Locate reference point �n center line of dam and identify an sketch.
n
i
I
_
I
I
I
I
I
I
I!
l
l
l
i
l
l
l
l
l
i
I!!
I I
I
I
I
!!
I
SHOW BORING NUMBER AND PROFILE
DEPTH Make and list dam•ske and spillway borings first- then ponded area and borrow pit borings - separate with vertical red line.
(Continued on back where necessaryJ Show water table elevations on dam -site borings.
SCALE
1 11
2
11 3
41,5146;711
8
9
11 10
p 111112
1131114
11
15
161117
18
19 11
21
22
23
L
z
i
t "1
I1
11
11i
1
Z
M
• 3
SC
3-
SC
4-1-sue'
se I
ice
� ScI
L
1
i i
;
I
{
s�
Sc
I
I 1+1
!
I
Flr / C
C1,
1
I
it
11
I
1
1 sr 1
I
)
BORINGS MADE BY d'�' pC�Us SIGNATURE & T=
ro"t

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION I USDA CLASSIFICATION
GW -Well graded gravels; gravel, sand mix
g - gravel
GP -Poorly graded gravels
s - sand
GM -Silty gravels; gravel -sand -silt mix
vfs -very fine sand
GC -Clayey gravels; gravel -sand -clay mix
sl- sandy loam
SW -Well graded sands; sand -gravel mix
fsl-fine sandy loam
SP- Poorly graded sands
1-loam
SM -Silty sand
gl -gravelly loam
SC -Clayey sands; sand -clay mixtures
si-silt
ML - Silts; silty, v. fine sands; sandy or clayey silt
sil -silt loam
CL -Clays of low to medium plasticity
cl -clay loam
CH -Inorganic clays of high plasticity
sicl-silty clay loam
MH-Elastic silts
scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity
sic -silty clay
OH -Organic clays, medium to high plasticity
c - clay
1. Suitable material for embankment is available O Yee O No (Indicate when located on the. sketch an
mm" side)
REMARKS:
2. Explain hazards requiring special attention in design (Seepage, spr&w..rock etc.)
GENERAL REMARKS:
%--s

OH-Ver-1.44
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
-
in
WAYNE County, North Carolina
Checker ----------------
Des ifiner- GIH
Date --_----__-------
Date . 11/18/ 2
Job Number 18E
k'F.-�S'�C-iTr
„�•�,#.�•#�..;(-jE.*###�.'3E�r•34'^.'�'iE"#'.��.'7C"3�'�.'fiE.'�t.'3E'7`r�F'�'7�4"#'.*�FiE'7`f")FEE'�"iF3E"?S"3f.'7E'�"3F'�'.*'.�.IE"}�'.�'�'*'�';f'i'C7i'T'f'�("'k'74"3E�E'7i..*'.YC�F'3E"3E�4'
EXCAVATION
TEMPLATE DATA:
:;ci
Beginning Elevation = •-:
Beginning Station = +37
G\'' F�C:Lt:S`�i =; , ti��_ !'�:.
7s!ir-', 0.00000
f t/ f t
•l:
+37 t o 37+ . 1
C \ 2 r C:I_ 177 .7 9 / 2
. 7S%f 6 0.00000
f •t / f
37+ .1 to 1+00
,.
F �/'2.706
0.00000
f t/ f t
1+00 to '+S!3y_i
�
.s Sri.C_iS73S%3StC0
ft/ft
i to 3+r00
06 0.00000
f t/ f t
=;+00 to 3+70
SECTION NUMBER 1
Centerline Stat i On +37
ORIGINAL DATA:
200.0 ! 47.4
=00.0 / 41..9
_50.0 /
0.0 / 51.1 1sis'ii.i%i / 50.1
SECTION NUMBER ,_
Centerline Station 37+.1
ORIGINAL DATA: �;S%0,S%i / 41.9 _50.0 !
0.0 / 51.1 100.0 ! 50.1 Z00.0 / 47.4
SECTION NUMBER
Centerline Station 1+06--1
ORIGINAL DATA: _;S:0.S%i ./ 41.6 rtFS%3.S;i f'
0.0 5',_:. i_i 100.0 / . F S%i . -_ S%3 S%3 .. S%f / 46.3
SECTION NUMBER 4
Centerline Station
ORIGINAL DATA:

EXCAVATION
(continued)
11/18/92
page '
0.0 /
51.4
100.0 0.0 / 50.0
200.0 / 42.4
282.0 /
WAS
S
SECTION NUMBER 5
Centerline Station +0 0
ORIGINAL DATA:
0.0 / 52.4 100.0 / 48.1 200.0 / 40.0 245.0 / 38.5
SEC:TI►=iN NUMBER 6
Centerline Station 3+70
ORIGINAL DATA:

OH-Ver-1.44
US Department of Aar- i cu l tur-e
SoiI Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for -
in
WAYNE County, North Caro I i na.
Designer-
G I H
Checker
................
Date
11/18/9z
Date
_—.--
J t,
Number
1e� �t�Et
�yo
7i''1S �']C � � �' � -lC �
Y �e�
� � �']L' 7["15' T'1!' TC'][' T � �'}C')4" �
� � �' :S-7S" � "lG"T. �'].' �T. 7C �T'![" T �'C � 7i" 7S']l' 7G"iC'.0 �-!C T. � TS T{' �i'�'1E"1's"}S � T T � � -l�"'1�"lC 7c' iS'�'-li--.•1.'T' ZL"
EXCAVATION
1
** EXCAVATION
FILL
Bot
Left
Right
Off-C:L 1
CL
Dist
:
Area
Vv I erne 1
Area
Vo I erne
Widths
SS
SS
(ft) 1
Sta
(ft)
1
,
(SgFt)
(Cu.Yds) :
(SgFt)
(C:u.Yds
2i%1_:
2.5:1
2.7:1
Tel.0 1
0+27
1
15;69.7
1
0.10-5
::.03
2.5:1
2.7:1
Tel .0
37+.1
1
1969.7
1
0.0
63
1
4444.9 1
rtis +
178
2.5 : 1
2.7 : 1
70.0
1 +00
1
1840. 1
137
2.5:1
.7:1
TO.0 i
2+00
i
C =
1 '� � 1 .
i
0.0
i
1iSii
i
141 tj:_' . ii
97
2 .5 : 1
2.7 : 1
Tel. 0 :
3+00
1
t c 5. 5
1
i%l . 0
1
'
Tel
1
1577,_ . 1 � 1
r F.
6E:
4.. 5 : 1
2.7 : 1
Tel . 0 1
==+7QJ
1
='5,P . _
�i
0. rF
g, z9o. o
U . l.jDs ,
4(CAVA I
'RECENEW1CDEOIDIV
MAR 2 8 2019
watarQualiv
RGgjnwjOpwdnnqSOctmn
-X. LE55 a, Z 9a C u. 9 DSO F'1Z0t� ��CISTiN� XCAV �i otil .
/(

girl-Y:! -1.'i"T
US Department of Agr- i c u I to
So i I Conservation Ser-v i
CROSS-SECTION DATA
QUANTITY C:ALC:ULATIONS
prepared for
1-_=_ I M C-5 F=;: tea.'Nr
in
WAYNE County, North Carolina
Designer : GIH Checker- ------_-____---
Date : 11 /'23/92 Date --•-----------•----
Job Number- 1SD
�' -�. '*":!' ^.4.-'� Y1.' Y �• .* .�..� 7X;:' 7•{"�"1�.'7C-'�: TY. �L' -�S' 7�"�' T`;' 7?' ^.•{"'}.' �'.�' 7�S"x"'#'�'' �"� �' �'`�"#"*"�' 7�' �?"�"*'-`�"`�"�' 7�"*' �"#"�"�i"�:"}[' T'#"#"`�"*"�"*"*"*"*"�!' 7�".�' 7�' 7 7�"�' 7`F, F'�
DIKE FILL
----_TEMPLATE DATA:
Beg innirig Elevation = 50
Beg i nn i rig Station = 0+00 �
0+00 to +61
D/2.5CL10\2.5
+61 to 1+13
D/2.5CL10\2.5
1+1 -; to 1+48
D/2.5CL10\2.5
1+48 to 1+68
D/2.5C•L10\2.5
1+68 to '+68
D/2.5CL-10\2.5
2+6_ to 3+68
D/2.5CL-10\2.5
3+68 to 4+= 3
D/ '.5CL10\'2.5
4+33 to 5+18
D/2.5CL10\2.5
5+1 8 to 5+68
D/2.5CL10\2.5
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 33.2 45.0 / 39.1
153.0 / 47.7
SECTION NUMBER 2
Centerline Station +61
ORIGINAL DATA:
0.0 / 34.1 53.0 / 41.6 163.0 / 47.
SECTION NUMBER -
Centerline Station 1+1'.3
ORIGINAL_ DATA:
0.00000 f t / f t
0.00000 f t / f t
0,00000 f t/ f t
0.00000 ft/ft
0.00000 O f t/ f t
0.00000 f t/ f t
0.01538 ft/ft
0.00000 ft/ft
0.00000 f t/ f t
SECTION NUMBER 4 1
Centerline Station 1+48

..
DIKE FILL (continued) 11/23/92
ORIGINAL DATA:
0.0 / 31.8 55.0 / 38.1 125.0 43.6
SECTION NUMBER 5
Centerline Station 1+68
ORIGINAL DATA:
0.0 / 41.7 50.0 / 42.1 150.0 / 41.6
SECTION NUMBER 6
Centerline Station 2+68
ORIGINAL DATA:
0.0 / 47.9 50.0 / 48.0 150.0 / 46.3
SECTION NUMBER T
Centerline Station 3+68
ORIGINAL DATA:
0.0 / 48.2 50.0 / 49.7 150.0 / 50.9
SECTION NUMBER 8
Centerline Station 4+33
ORIGINAL DATA:
0.0 / 50.8 100.0 / 49.9
SECTION NUMBER 9
Centerline Station 5+18
ORIGINAL DATA:
0.0 / 52.0 40.0 / 51.8 100.0 / 50.9
SECTION NUMBER 10
Centerline Station 5+68
ORIGINAL DATA:
0.0 / 51.7 40.0 / 51.0 100.0 / 50.5
/
page 2

US Department of Agricultur-
Sa i l Conservation Ser-v i c
PLANNED
QUANTITY CALCULATIONS
prepared for
-
in
WAYNE County, North Carolina
Designer
: r IH
Chec Ever"
---------------
Date
: 11/23/ 2
Date
_-_-----..-------
Job
Number- 1SD
DIKE
FILL
1 ** EXCAVATION 1
FILL
Top
Left
Right
Off-CL
1
CL
Dist
1 Area
Volume I
Area
Vo I um,
Width
SS
SS
(ft)
1
Sta
(ft)
1 (SgFt)
(Cu.Yds) I
(SgFt)
(C:u.Yd
10
2.5:1
2.5:1
75.0
1
0+00
1 0.01
1
256 .2
61
0.0 1
571.
10
2.5:1
2.5:1
60.0
1
0+61
1 0.0
1
249.3
i
2
i
0.0 i
1125
10
2.5:1
2.5:1
40.0
i
1+1 =
1 0.0
1
=26.2
1
35
1
0.0 11
1555
10
2.5:1
2.5:1
80.0
1
1 +48
1 0.0
1
337.2
1
20
1
0.0 i
1 7 6
10
2.5:1
2.5:1
60.0
1
1+6 8
1 0.0
1
2=9.4
'
100
;
0.0 1
2277
10
2.5:1
2.5:1
60.0
1
2+66
0.0
1
5 .:.
10
2.5:1
2.5:1
60.0
1
3+68
1 0.0
1.2
10
2.5:1
2.50
30.0
i
4+: =
i 0.0
1
5.8
10
2.5:1
2.5:1
30.0
1
5+1.8
1 0.0
i
0.0
10
2.5:1
2.01
30.0
1
5+68
0. 0
Some
of the
data
checking
(rules)
have been disabled.

.' .
US Department of Agricu\tur
Soil Conservation Servic
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
K 3: M C-i FZ _Xk'V
/»
WAYNE County, North Carolina
Designer : 8IH Checker _______________
Date : 11/23/92 Date _______________
Job Number 18P
PAD FILL
TEMPLATE DATA:
Beginning Elevation = 50.4
Beginning Station = 0+00
0+00 to +30
+30 to 1+30
1+30 to 2+20
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
D/5CL61\5,1L20/5,1L61\5 0.01500 ft/ft
D/5CL61\5,1L20/5,1L61\5 0.01500 ft/ft
D/5CL61\5,1L20/5,1L61\5 0.01500 ft/ft
0.0 / 50.3 100.0 / 51.8 200.0 / 50.8 240.0 / 50.8
SECTION NUMBER 2
Centerline Station +30
ORIGINAL DATA:
0.0 / 50.6 100.0 / 52.0 200.0 / 51.4 240.0 / 51.2
SECTION NUMBER 3
Centerline Station 1+30 /
ORIGINAL DATA:
0.0 / 51.6 100.0 / 52.1 200.0 / 52.7 240.0 / 52.3
SECTION NUMBER 4
Centerline Station 2+20
ORIGINAL DATA:
0.0 / 50.1 100.0 / 50.9 200.0 / 51.9 240.0 / 52.9

US Department of Aar- i cu I tut -
So i i Conservation Ser-v i s
PLANNED
QUANTITY CALCULATIONS
):prepared for
F I 9'r'8 Gi IFt . ems''
in
WAYNE County, North Carolina
Designer
: GIH
Checker
----- __-__----_-.
Date
. 11/23/92
Date
--•----------•-----.
.Jots
Number- 18P
PAD FILL
1 ** EXCAVATION
FILL
Top
Left
Fight
Cuff-CL ' �
CL
Dist I Area
Volume urne
�
Area Volum
Width
SS
SS
(ft) I
Sta
(ft) 1 (SgFt)
1
(Cu.Yds)
1
1
(SgFt) (Cu.Yd
i
0 f
1
:0 1
140.5
1
6fi
61
5: 1
5: 1
40.0 1
0-t-30
1 118.9
i
0.121
47
61
5: 1
5: 1
40.0 ;
1+30
1 20.5
1
25.5
I
90
433.0
I
771
C •,1
5: 1
5: 1
40.0 1
2+20
1 0.0
1
409.1
Some
of the data
checking
(rules) have
been disabled.
21

� 1% " �:., M
M,

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O
V

Attachment B
Page 1 of 3
North Carolina Agricultural Extension Service
Agri -Waste Management
1=V=ST= QasTIM sa2fM=G, �= AM Caz.^ �8
or z.A AZI ..16C4=na R A'""_
.lames C . Ba :3c--*
.. SAXAT_." C.7Tr.rT .�C==
A.. Semi.-SoUd I= Na"sr~e
_. S—aped diractly —'-= lot into sp_aadar
a. F_--= loaded spreader•, collect about 2 Ibs of
e-e= locat±aas using aoaaerallic collet= -s.
storage
a. Collect about 2 Ibs of =anL,-a 4am under the sz.:_:ace crust
avoiding bedding meta^_als and using aaamera�?is coi.lec:.c_s.
2. Linn: d, Ya==a SIZ=7
_. Undem-slo=ad-floc_ pit
a. =..--..end a l/Z' no=etalli.c conduit open on both ends into
=2=nre to pit floor.
b . Seal tamper end of coadr.:t (e.g., by placing a ;.h=b over end
WE coaauit) apaing Mamzre that has enterad lover end, remove
and ematp sl•.i.__y into plans bucket or no==ta? ? ; c caa:ainer.
c. Take sabsamales oat 5 or m'nra loca_ons or at least 1 aua=_.
d. u;T and add about 3/4 pint to nonmetallic samale con�ainer.
ii- rxteri or s-z.orage basin or tank
a. Hake 5=e M==P- has been well a:sed with a liai:id *��***•-"8
c upper -agitator p=p or propeller ag,::aham
b . Taka subsaft--ples frca about 5 pit locations, from ag -ator pt..^p
or f=an -r--a spreader and place :.n a plasma bucket.
* Professor and mansion Spec4 2?; zt, Biological and Ag c.:1-.:ral Sng=nee�ing zs
Depa=ant, Nor-,.h Carpi;^a Stara Unive:si-_7, Raleigh, NC.

.Attachment B
Page 2 of 3
c. Mix and add 3/4 pint to a nonmetallic sample container.
C. Lagoon Liquid
L. Collect about 3/4 pint of recycled lagoon liquid from in -Flow pipe
to flush tanks in a nonmetallic sample container.
U. From lagoon
a. Place a small bottle (1/2 pint or less) on end of 10-15' pole.
b. Extend bottle 10-15' assay from bank edge.
c. Brush away floating scum or debris.
d. Submerge bat -as within 1' of liquid sur-f-ace.
e. Empty i.nta a plastic bucket, repeat about 5 times around
lagoon, mix, and add 3/4 pint to nonmetallic sample container.
D. Broiler or Turkey Litter
L. house litter
a. Visually inspect litter for areas of varying quality, e.g.,
areas around feeders and waterers, and estimate percent of
floor surface in each area.
b. Take about.5 litter subsamples at locations proportionate to
item a. E.g., if 20% of litter of similar visual quality is
around feeders and waterers, take 1 subsample there and the
other 4 subsamples from r---finder of floor su= ace.
c. At each location, collect litter from a 6" by 6" area down to
earth floor and place in a plastic bucket.
d. After 5 subsamples have been added to the bucket, mix, and add
about 2-3 lbs litter to a nonmetallic sample container such as
a 1-gallon freezer bag and seal.
U. From stockpile
a. Take subsamples from about 5 locations at least: 18" into pile.
b. Mix, add 2-3 1bs to nomnetallic sample container and seal.
26

Attachment B
Page 3 of 3
II. SA'FL% PREPARA.=ON AND THANSF3
A. Place sample into an expandable container that can be sealed. Rinse
residues from contain: with clean water but do not use disinfectants,
soaps, or .:.eat in any other way.
B. Pack sample in ice, ref:igerata, 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 ,..ape.
E. Commercial sample containers and mailers are also available. Contacts:
L. A&L Eastern Agricu3.tural Lab, Inc. iii. Polyfoam Packers Corp.
7621 White -pine Road 2320 S. Foster Avenue
Richmond, VA 23237 Wheeling, IL 60090
Ph: [phone] Ph: [phone]
U. Fisher Scientific Co.
3315 Vinton Road
Raleigh, NC 27604
Ph: [phone]
iv. HASCO
901 Janesville Avenue
Fort Atkisson, Ai 53538
Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
G. The NCDA provides this service for North Carolina residents.
L. Address: North Carolina Dep,��*+t of Agriculture
Agronomic Division
Plant/Raste/Solution Advisory Section
Blue Ridge Road Center
P.O. Box 27647
Raleigh, NC 27611
Ph: [phone]
Atta: Dr. Ray Campbell
U. Forward $4 along with the sample.
iii. Include the following identification information with sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (wine -nursery, finishing; turkey -breeders,
brooderhouse, grower, number flocks grown on litter; etc.)
c. 'Waste type (dairy -lot scraped Tomm,ra, liquid slurry; swine -pit
slurry, lagoon liquid, sludge; broiler -house litter, stockpile
iv. Routine analyses performed an all samples: N, P, $, Ca, Mg, Na,
S, Fe, Ma, Zn, Cu, B
v. Additional analyses performed upon request: DM, Ho, Cd, Ni, Pb
Z7

i CI i ry !,j " III
irm w-! wAyl

United States Soli
t ° 0ecartment at Canservatic4i
Agriculture Service
0PERAT0R: At-)
Please review the attached plan and specifications care`ully. Recain
this plan for your use and records. It is strongly recommended Chat 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 lob can be certified for payment (if cost -sharing
is involved).
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 lacoon.
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
an the lagoon, the contractor and owner will negotiate on the price and
location of borrow area. .
NOTE: Oesian Requirement.:
Estimate of Excavation:
Estimate of Pad & Dike
_74 I ' Ration
..57/S8'3cu.ft. = cu. yds.
Job Class 1111$19z-
Da Ee
.i
Designed By'.t,�'
Name
cu. ft. cu.yds.
cu. ft. _,�� cu.yds.
Design Approva, 72�� __.v,k--
Name
lz -
Da to
Tne Sod Conservation Service
.s an agency al :"
09carimenl 01 Agfhculture

OPERATION AND Mh1Iit•l•TEJ'-lAl`ICE PLAN
-------------------------------
This lagoon is designed for waste treatment with minimum odor
control. The time required for 'th14_ planned fluid 1 aeve l to be::
reached I'i(a'•i vary due to so i 1 c nd i t i iins, f 1 ush i n'j operations, and
'.`sh(e amount of fresh water" added to 't1"(te system.
Land asap 1 i cat i inn of 'wasta`, water is recognized as an acceptable
method of as I sI_aosal . Methods of application include si1 I i wet.
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 fo l l fawi ng items are to be carried out:
1. it is strongly recommended that 'I:.'h(e treatment lagoon be pre ---
charged to .i2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. So l i ds should be
covered with effluent at all times.
. The attached waste ut i l i zat, i fact plan shta I l be followed.This
plan recommends sal.mp l i ng and testing of waste (seeAttachment8)
before land application.
S. Begin pump -out of the lagoon when fluid 1 eve i reaches eleva-
tion 48.3 as marked by permanent markers. Stop pump -out when
th(is fluid level reia.c:h(es elevation 46.3 or before fluid depth is
less than 6 feet deep (t:hl I s prevents the loss a;a.{: favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1 ) inch andthe recommended maximum ai.pp l i cat 1 on rate i :sO.a:l.
inch per hour.,
5. Keep vegetation on i:. I'I L•. embankment ,i n a�i areas adjacent 't ra t.. ¢ 1 F'
lagoon mowed annually. Vegetation should be f er t. i l I .zed as needed
to maintain a vigorous stand.
6. Repair any eroded d areas or areas damaged by rodents a-:4n-J
establish in vegetation.
?. All surface runoff is to be diverted from the lagoon to stable
outlets.
. The Clean Water- Act of 1977 prohibits the discharge of
pollutants into waters o'f the United States. The Department of
Envir-onmer't Health, and Natural Resources, Division rs
i� _. - - , .. f Environ-
mental Management, has the responsibility for enforcing this law.
r.F

U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
J A (,cad
HAZARD CLASSIFICATION DATA SHEET FOR 905
Landowner kb;
Community or Group No.
County �'%•Gr �r"
Conservation Plan No..
Estimated Depth of Water to Top of aam /% Ft. Length of Flood Pool _5'7,0 _Ft.
Date of Fi el d Hazard Investigation '0!-." 5A
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
, Est. Etev. :',Lst. r_:evation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain _
Ft. Ft. % Ft. Ft.
1
2 .
3 -
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
Hazard Classification of Dam b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III IV' V) _ __—
M
;name,,
41're
(title
Concurred By P ANY
(name; (title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date-1/ AW
Date
3

Operator:KIM GRAY County: WAYNE Date:
11/18/92
Distance to nearest residence (other than owner): 800.0
feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 |bs. =
0 lbs
0 sows (farrow to feeder) x 522 /bs. =
2880 head (finishing only) x 135 /bs. =
0 /bs
0 sows (farrow to wean) x 433 lbs. =
388800 1 b s
0 head (wean to feeder) x 30 |bs. =
0 /bs
0 /bs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) =
388800 /bs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 |bs. SSLW x Treatment Vo|ume(CF)/|b
SSLW
Treatment Vo|ume(CF)/}b. SSLW= 1 CF/|b
Volume = 388800 cubic feet ^ SSLW
'
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests no sludge
storage.
TOTAL DESIGN VOLUME Sludge will be removed
as needed,"
Inside top length 370.0 feet ; Inside top width
197.5 feet
Top of dike at elevation 50.0 feet
^
Freeboard 1.0 feet ; Side slopes 2.5 : 1 (Inside
lagoon)
Total design lagoon liquid level at elevation 49.0 feet
Bottom of lagoon elevation 39.0 feet ^
Seasonal high water table elevation 43.6 feet
Total design volume using prismo/da| formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
DEPTH
2.5 2.5 2.5 2.5 365.0 192.5
10.0
AREA OF TOP
LENGTH * WIDTH =
365.0 192.5 70262.5 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
315.0 142.5 44887.5 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
340.0 167.5 227800.0 (AREA OF MIDSECTION
* 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA 8OTTOM3
* DEPTH/6
70262.5 227800.0 44887.5
1.7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL =
571583
CU. FT.
Ity

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
370.0 197.5 73075.0 square feet
Buildings (roof and lot water)
Length * Width =
370.0 2.5 925.0 square feet
TOTAL DA 74000.0 square feet
Design temporary storage period to be 180 days.
51. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 388800 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 94947 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume =
0.0
gallons/day *
180 days storage/7.48
gallons
per CF
Volume =
0.0
cubic feet
5C. Volume of rainfall
in
excess of evaporation
Use period of
time
when rainfall exceeds
evaporation by largest
amount.
180 days
excess
rainfall =
7.0 inches
Volume =
7.0
in * DA / 12 inches per
foot
Volume = 43166.7
cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 43166.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
94947
cubic
feet
5B.
0
cubic
feet
5C.
43167
cubic
feet
5D.
43167
cubic
feet
TOTAL 181281 cubic feet
SUMMARY
Total required volume 570081 cubic feet
Total design volume
avail.
571583
cubic feet
Min. req. treatment
volume plus sludge
accumulation 388800 cubic fE
At elev. 46.3 feet
;
Volume is
391871 cubic feet (end pumping)
Total design volume
less
25yr-24hr
storm is 528417 cubic feet
At elev. 48.3 feet
;
Volume is
523080 cubic feet (start pumping:
41,,5-feet
Seasonal high water
table
elevation
7. DESIGNED BY:4wo" /�w
APPROVED
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
I

SEEDING -RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 2.5 ACRES
USE THE SEED MIXTURE INDICATED:
150 LBS.
FESCUE GRASS @
60 LBS./ACRE
(BEST SUITED ON
CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES:
SEPTEMBER 15 TO NOVEMBER 30
0 L8S.
'PENSACOLA' BAHIA
GRASS @ 60 LBS./ACRE
(SEE FOOTNOTE
NO. 1)
SEEDING DATES:
MARCH 15 TO JUNE 30
0 LBS.
HULLED BERMUDA
GRASS @ 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES:
APRIL 1 TO JULY 31
75 L8S.
RYE GRAIN @ 30
LBS./ACRE (NURSERY FOR FESCUE)
0 LBS.
RYE GRASS @ 40
LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES:
DECEMBER 1 TO MARCH 30
L8S. ________________________________________________
APPLY THE FOLLOWING:
2500 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
5 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
250 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD
BE INSTALLED
PRIOR TO SEEDING.
SHAPE
ALL DISTURBED AREA IMMEDIATELY
AFTER
EARTH
MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER
THEN DISK
TO
PREPARE A 3 TO 4
INCH
SMOOTH SEEDBED. APPLY SEED
AND FIRM
SEEDBED
WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY
MULCH AND
SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA 8AHIAGRASS 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 BAHIA6RASS IS ESTABLISHED.
-�
/

WASTE UTILIZATION PLAN
-- - - - - - - - - - - - - -- ---- --
Owners name--:KIM GRAY County:WAYNE
Mail Address -:EASTERN WAYNE
Type of production unit ---- :FINISHIN8
Type of waste faci|ity-----:Anaerobic Lagoon
Your animal waste management facility has been designed for a
given storage capacity. When the waste reaches the designed
level, it must be land applied at a specified rate to prevent
pollution of surface and/or ground water. The plant nutrients
in the anima} 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 yields of the crop to be grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value of
the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the
needs of the crop to be grown and the nutrient content of the
waste. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infiltration
r6tes 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 problems.
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 analysis
report from your waste management faci|ity.
The design of your waste management facility is based on the
following,,,
Amount of Waste Produced Per Year:
----------------------------------
2880 animals x 1.9 tons waste/anima|/yr= 5472 tons
total waste

Page 2
Amount of Plant Available Nitrogen Produced Per Year:
-----------------------------------------------------
2880 animals x 2.30 |bs. N/anima|/year = 6624 |bs./yr
Avai!abie N
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. Your facility is designed for 180 days of
storage. Therefore, it will need to be pumped every 6
months.
Tract
Field
Soil
Crop
Yield
Lbs. N Acres
Lbs. N
Month to
No.
-----
No.
-----
Type
-----
Code
-----
-----
Per Ac.
----- -----
Used
-----
Apply
------
5037
9
NOC,NRB
6
T Tons
400 3.3
1320
MAR-AUG
5037
5
NRB2
6
T Tons
400 7.3
2920
MAR-AUG
5037
8
JS
3
4 Tons
200 1.8
360
F-MAY,S-N
5037
7
JS
3
4 Tons
200 2.5
500
F-MAY,S-N
5037
6
JS
3
4 Tons
200 2.6
520
F-MAY,S-N
5052
5
NOC
6
7 Tons
400 1.2
480
MAR -AU8
5052
4
JS
3
4 Tons
200 9.3
1860
F-MAY,S-N
-----
-----
-----
-----
-----
----- -----
Total 28.0
-----
7960
------
Available
Nitrogen
6624
Surplus
Or Deficit
-1336
Crop codes:
1=Cerea|
grain;
2=Corn;
3=Fescue; 4=Ran8e
8r.
Bermuda
5=Contro|
Grazed
Bermuda;
6=Hay|and Bermuda
Narrative of Operation:
----------------------- �
7
_______________________________________________________________
Ca|| the Soil and Water Conservation District Office after you
receive waste analysis report to obtain the amount per acre to
apply and
the irrigation application rate prior to
applying
waste.
Prepared
by: _���^�v~e�_/���~____________
___����_____
_//
Name
Title Date
Concurred
in by:
�__
______
Producer LJ
Da�e
(Copy to producer and copy to case file)

ANIMAL WA l.r i L T ZiA- D _li=-i AG .E ME NI i
------------ r{ e t e c � i �� e
waste rr _gym h i a Ar. ima1 waste Mlanagernerit system on
ages ,,iv jane.J.
Tract Number-.
_. ,A-f
i i.iri+:rPC s a;id {d.v vIi i _ w7--,s S.- ccln:a in n :r1:1 eI'l1
1:1'1 f_; sPitt ;1 '0'. a..ii117 pJ j-i. a.'s r:' -{"td WrterE Dt ' Grr i v a.D. ! I G�r:3 w i I
{'{ {at:ii rim 2i:d r _. op M- {-d w i auc=11 -_.
-----------------
L�-�? _y z -----
T
d. e

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
CIear inS:
---------
A|/ trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material.
Cut-off Trench:
A cut-off trench (when specified) shall be installed as shown in
the p\ans. C A V!mle' 7Qn«C O/
bire-r' .7�Ao Ce �4A'767A/Ae_ Aot) — , �~~
Construction:
-- - - - - - - - - - - -
Construction of excavated and earthfii| areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfi|| shall not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfi}}ed and
compacted with a suitable material (ie-CL,SC,CH). Refer to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
-- - - - - - - - - -
A| | exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.
RECRIIfa
MAR --~~^°
Wetwouslily
]/

GrL�1l. 43, 6
SCS-ENG-538 U. S. DEPARTMENT OF AGRICULTURE
Rev. 5-70 SOIL CONSERVATION SERVICE
A &6bt-4
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED P000 SITE
FARMER'S NAME KIM f-I?4L, DISTRICT_ 16!L- -N4
DATE Id z r/_� Z — COUNTY—
S. C. S. PHOTO SHEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES P&11+5 CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE B NGS WERE MADE (Approx. ecs a 1" = feet)
Locate reference point in center line of dam and identify on sketch.
(
I
!
I
j
1
1 I 1
I
j
I
j
I SHOW I 13ORING NUMBER AND PROFILE
DEPTH Make and list dam -site and spillwag borings first - then ponded area and borrow pit borings . separale with verriccl red line.
SCALE (Can
r ued on back where necessary) Show water table elevations on dam -site borings.
315C
- % SC
-7, f 3C
1 a't is JA :
S�
BORINGS MADE BY "' YMS SIGNATURE & TITLE
/2

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
i—
UNIFIED CLASSIFICATION
GW-Well graded gravels; gravel, sand mix
GP -Poorly graded gravels
GM -Silty gravels; gravel -sand -silt mix
GC -Clayey gravels; gravel -sand -clay mix
SW -Well graded sands; sand -gravel mix
SP - Poorly graded sands
SM -Silty sand
SC -Clayey sands; sand -clay mixtures
ML - Silts; silty, v. fine sands; sandy or clayey silt
CL-Clays of low to medium plasticity
CH -Inorganic clays of high plasticity
MH -Elastic silts
OL -Organic silts and silty clays, low plasticity
OH -Organic clays, medium to high plasticity
USDA CLASSIFICATION
g - gravel
s - sand
vfs -very fine sand
sl -sandy loam
fsl-fine sandy loam
1- loam
gl -gravelly loam
si - silt
sil -silt loam
cl -clay loam
sicl -silty clay loam
scl -sandy clay loam
sic -silty clay
c -clay
1. Suitable material for embankment is available O Yee F7No (Indicate when located on the sketch on
nwerse side)
t
2. Explain hazards requiring special attention in design (Seepage, spring,. rota etc)
GENERAL REMARKS:
/11

OH-Ver-L44
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
in
WAYNE County, North Carolina
Designer : 8IH
Checker
Date : 11/18/92
Date
Job Number 18E
*******************************************************************************
EXCAVATION
TEMPLATE DATA:
Beginning Elevation = 39
Beginning Station = +37
+37 to 37+.1
C\2.5CL203.33/2.706
0.00000
ft/ft
37+.1 to 1+00
C\2.5CL177.79/2.706
0.00000
ft/ft
1+00 to 2+00
C\2.5CL137.25/2.706
0.00000
ft/ft
2+00 to 3+00
C\2.5CL96.71/2.706
0.00000
ft/ft
3+00 to 3+70
C\2.5CL68.33/2.706
0.00000
ft/ft
SECTION NUMBER 1
Centerline Station +37
ORIGINAL DATA:
0.0 / 51.1 100.0 / 50.1
200.0
/ 47.4 300.0 / 41.9
350.0 / 37.'i
SECTION NUMBER
Centerline Station 37+.1
ORIGINAL DATA:
0.0 / 51.1 100.0 / 50.1 200.0 / 47.4 300.0 / 41.9 350.0 / 37.6
SECTION NUME
Centerline Station 1+00
ORIGINAL DATA:
0.0 / 52.0 100.0 / 50.9 200.0 / 46.3 300.0 / 41.6 350.0 / 34.4
\
%CTION NUMBER 4
Centerline Station 2+00
ORIGINAL DATA:

EXCAVATION (continued) 11/18/92 page 2
0.0 / 51.4 100.0 / 50.0 200.0 / 42.4 282.0 / 39.6
KmCTION NUMBER 5
Centerline Station 3+00
ORIGINAL DATA:
0.0 / 52.4 100.0 / 48.1 200.0 / 40.0 245.0 / 38.5
SECTION NUMBER 6
Center!ine Station 3+70
ORIGINAL DATA:
0.0 / 50.6 100.0 / 43.2 200.0 / 38.9

OH-Ver1.#
US Department of A8ricu|ture
SoiI Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
in
WAYNE County, North Caro}ina
Designer : GIH Checker
Date : 11/18/92 Date
Job Number 18E
*******************************************************************************
EXCAVATION
| ** EXCAVATION ** | ** FILL **
Bot Left R|3bt 0ff-CL � CL Dist | Area Vo|ume I Area Vo|ume
Wjdth SS �S (ft) | Sta (ft) | (SqFt) (Cu.Yds) | (SqFt) (Cu.Yds)
| | �
203 2.5:1 2.7:1 70.0
| 0 | 7.3
T3 2.5:1 2.7:11969.7
178 2.5:1 2.T:1 T0.0 | 1+00 � 1840.1 � 0.0
� 100 | 10188.2 � 0.0
137 2.5:1 2.7:1 70.0 | 2+00 | 1261.3 | 0.0
| 100 | 141630
97 2.5:1 2.T:1 70.0
0.0
68 2.5:1 2.7:1 70.0 | 3+70 1 359.8 � 0.0
__
/
/E.5_5 a Z qm {u' ����' ��o�� �����^/'Up ����m»�.
' (4

OH�er-L44
US Department of Agricu|tu/
Sol! Conservation Servi�
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
in
WAYNE County, North Carolina
Designer : GIH
Checker
Date : 11/23/92
_______________
Date
Job Number 18D
..... ..... ..... ....
..... .... ..... ..... .... .... .... ____
DIKE FILL
TEMPLATE DATA:
Beginning Elevation = 50
Beginning Station = 0+00
0+00 to +61
D/2.5CL10\2.5
0.00000
ft/ft
+61 to 1+13
D/2.5CL10\2.5
0.00000
ft/ft
1+13 to 1+48
D/2.5CL10\2.5
0.00000
ft/ft
1+48 to 1+68
D/2.5CL10\2.5
0.00000
ft/ft
1+68 to 2+68
D/2.5CL10\2.5
0.00000
ft/ft
2+68 to 3+68
D/2.5CL10\2.5
0.00000
ft/ft
3+68 to 4+33
D/2.5CL10\2.5
0.01538
ft/ft
4+33 to 5+18
D/2.5CL10\2.5
0.00000
ft/ft
5+18 to 5+68
D/2.5CL10\2.5
0.00000
ft/ft
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 33.2 45.0 / 39.1
153.0
/ 47.7
SECTION NUMBER 2
Centerline Station +61
ORIGINAL DATA:
0.0 / 34.1 53.0 / 41.6 163.0 / 47.2
SECTION NUMBER 3
Centerline Station 1+13
ORIGINAL DATA:
0.0 / 36.2 55.0 / 41.9 163.0 / 48.0
SECTION NUMBER 4 ~7
//
Centerline Station 1+48 '

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et \ 2 NOA L
NoA o / y L0
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Ra „: o
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i NoA
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;,
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G �

mli
O
U
r I 35°30'
1616
LU
V !L Z
j W
7� LLJ
I: S
b
TO SNOW HILL
7�ry 1701
1 loos 1
t 35"70'
70 TO IfINSTON
--f
O
U
ce
O
Z
W

Attachment B
Page 1 of 3
North Carolina Agricultural Extension Service
A i- asteM,...�age�ant
86oIqgi=L zid Aar. znginm, g Ncrift C=n�= State Uzzi
=VESacz TASTS ss22=c , ANAI.�SIS AM CAI.-JZA =N
or 7_AM A .�cazznN 'R A=S
.lames C . as :k-*
I. SA=T CZ7=L__W M
A. Semi-SoUd L= z
Z. Scraped directly -"9m lot in= sf =ea dex
a. From loaded spreader , collec= abc=,- 2 lbs of *air-e frnm
di ere= locations using aoametaL'ic collec=a_s.
{ . s..arage
a. Collect abcu= 2 ibs of mom,,., -a 2 om under he st:::face crust
a4oiding bedding matarials and using no==etalL is collet :ors .
E. Ligaid xMM-. SI=-_7
_. Under-slo=ad-flocr pit
a, rx=and a 1/2' nonmetal? is conduit open on borh ends into
mate =a pit floor.
b. Seal caper and or conduit (a.g., by placing a th= b over end
of conduit) =aeping -a= a that bas entered lower and, remove
and e=pty s1:i-_7 into plan -%ic bucket or aoz�etalLc
c. Take subsamples from 5 or more loca=ioas or a= leas= 1 qua:: _.
d. Mix and add about 3/4 pinr. to nonmeta? lic samale con-m=J -er.
ii. F.x-e for storage basin or rank
a. *Saka sure m=* a has been well m :xad with a liquid --m -a
caopper-agitator puma or propeller agitator.
b. Taka subsamnles from about 5 pit locations, mom agi =o= pump
or -oa ---a spreade= and place in a plas`c bucket.
* P_-afessor and Extension Specialist, Biological and Ag. �=slt:=aI Engineering ZS
Depa=ent, Nor=h Caraiiaa Sta=a 'University, Raleigh, NC.

Attachment B
Page 2 of 3
c. Mix and add 3/4 pint to a no=etallic sample container.
C. Lagoon Liquid
i. Collect about 3/4 pint of recycled la goon liquid to flush tanks in a nonmA g quid from in-law pipe
tailic sample cantainer.
ii. From lagoon
a. Place a small bottle (1/2 pint or less) on end of 10-15' pole.
b. Eatend bottle 10-15' away from bank edge.
c. Brush away floating scum or debris.
d. Submerge bottle within 1' of liquid surface.
e• Empty into a plastic bucket, repeat about 5 times around
lagoon, mix, and add 3/4 pint to nonmetallic sample container.
D. Broiler or Turkey Litter
i. House litter
a- Visually inspect litter for areas of varying quality,
areas around feeders and waterers, and estimate of
percent g
floor surface in each area.
b. Take about 5 litter subsamples at locations proportionate to
its a. E.g., if 20$ of litter of similar
around feeders and waterers, take 1 subs � quality is
other 4 subsamples from remainder of floor le acre and the
c. At each location, earth floor and plcollect litter from a 6" by 6" area down to
ace in a plastic bucket.
d. After 5 stxbsamples have been added to the bucket about 2-3 lbs litter to a nonmetallic s mix, and add
a 1-gallon freezer bag and seal.ample container such as
ii. From stockpile
a. Take subsamples from about 5 locations at least 18" into pile.
b. Mix, add 2-3 lbs to nonmetallic sample cantainer and seal.
26

Attachment B
Page 3 of 3
II. SA=- PREPARATION AND TP.ANSF-�M
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. A&L Eastern Agricultural Lab, Inc. iii. Polpfoam Packers Corp.
7621 Whitepine Road 2320 S. Foster Avenue
Richmond, VA 23237 Wheeling, IL 60090
Ph: [phone] Ph: [phone]
U. Fisher Scientific Co.
3315 Vinton Road
Raleigh, NC 27604
Ph: [phone]
iv. NASCO
901 Janesville Avenue
For Atkinson, 71 53538
Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
G. The NCDA provides this servica for North Carolina residents.
i. Address: North Carolina Depa=tmznt of Agriculumre
Agronomic Division
Plant/Aaste/Solution Advisory Section
Blue Ridge Road Center
P.O. Box Z7647
Raleigh, NC Z7611
Ph: [phone]
At=: Dr. Rap Campbell
U. 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 ma= a, liquid slur-y; swine -pit
slurry, lagoon liquid, sludge; broiler -house litter, srockpile
iv. Routine analyses performed on all samples: N, P, R, Ca, Hg, Na,
S, Fe, 1n, Zn, Cu, B
v. Additional analyses performed upon request: DH, Ho, Cd, Ni, Pb
z7

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I

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator. Name:
Kim Gray
Address:
497 Mark Edward Rd.
-
County: Wayne
LaGrange, NC 28551
Telephone:
919-778-8274
Date: 11/28/2007
TABLE 1 - Field Specificatioins 1
4 Approximate
Maximum
Useable Size
Field;
Maximum
Maximum
Application
of Field3
Numberz pull
Slope
Application per Irrigation
(acres) Soil
Type
2 1
%
Rate4
Cycle4
1.75 NOA
2 2 3.44 NOA
0-2
Crop(s)
C,W,SB
(0
(inches) Comments
2 3 3.02 NOA
0_2
0-2
C,W,SB
Or)
0.50
10
1.0
5 :: 4 2.80 NRB2
6 S
2-6
C'W'SB
BP,SG
0.50
1.0
4 6 47.. NOA
JS
0-2
C,W,SB
0.50
1.0
-IONE's' WAGON c r
0-2
BP,SG
0.50
1.0
2 f T8363 2.87 NOA
0-2
0.45
1.0
9 3.36 NOC
13
6-10
C,W,SB
0.50
1.0
0.65 NOC
6 T8247
JS
6-10
g-pd1
BP,SG
_ dr 0.50
1.0
7 -
Q� �" JS
5
0-2
0-2
Bp'
BPSG
so
0.50
0.45
1.0
1.0
T8364 3.68 NRB2
6
2_6
BP,SG
0.45
1.0
0.66 NRB2
6 T5052 1.95
2_6
BP,SG
,
BP,SG
0.50
1.0
4 NOA
JS
0-2
0-2
C,W,SB
0.50
0.50
1.0
7 117
. RA
s i Table to be Completed in its
0-2
BPSG
,
BP,SG
0.45
1.0
1.0 .
entirety by Field
See
Office Personnel & forward0.45
ed to the irrigation system designer.
1 0
2 attached map provided by the Field Office for field location(s).
3 Total field acreage minus required buffer acreas.
4 Refer to NC Irrigation Guide, Field Office Technical Guide, Section
II G. Annual
application
must not exceed the agronomic rates for the soil and crop used.
Irrigation Parameters
Qctober 1995
Page-1 USDA-NRCS
North Carolina

TABLE 2 - Traveling Irrigation Gun Setting
Kim Gray
[Make, Model and Type of Equipment Cadman 3250 3.25x950
SR150 1.18 Ring 70 PSI 245 gpm 300' dia
Field No' Travel Application TRAVEL LANE
and Speed
Wetted Nozzle
EQUIPMENT SETTINGS
Operating ng
Rate Effective Effective
:Hydrant Noe (ft/min) (in/hr) Width
Diameter Diameter
Pressure Pressure
Arc
(ft) Length (ft)
(feet ) (inches)
at Gun (psi) at Reel (psi)
s
Pattern Comments
i H-1 4.36 0.45 216 180
t
297 1.18
70 110
330
1.75
H-2 '� 200 571
To „
H-3 " ��
3.44
480
11
H-4 216 391
��
�� ��
"
3.02
H-5 " 231.E 375
" "
2.80
H-6 231 . 6 729
�� ��
��
180
1.9 9
330
4.78
17 ,7 8
dk
,7 ee attached map provided by the Field Office for Field Location(s)
3how separate entries for each hydrant location in each field
3;
1Jse the following abbreviations for various arc patterns: F(full circle), TQ (three quarters), TT (two thirds),
May also use degree of arc in degrees
H (half circle), T (one third),
Q (one quarter)

KIM GRAY
Sprinkler
SR150 1.18 Ring 70 PSI 245gpm 300 dia
Spacing
330, 10% = 297 x 67% - 200'
Application
Rate
%j x 245 = 23.593.5 = .42 x 360 =
.45
3.14x(.9xl48.5)2 56,087.68 330
96.3x245 __ = 23,593.5 = 1.14x360 = 1.24
3.14x(.9x90)2 20,601.54 330
TDH
840' 6" PVC@ 245 gpm .18 per 100'
1.51
4" check valve @ 245 gpm
Elevation including suction lift
7
Sprinkler PSI
4.32
Hose Loss 3.25x950'@245 gpm 3.69 per 100
70.0
36.16
5% Misc. Loss
112.69
5.63
118.32
or 273.31 Head Ft.
TRAVEL
1.605x245 = 393.22 = 4.36
SPEED
.45x200 90
Velocity
,408 x 245 = 2.77
(6)2
NPSHA
33.03-(.69+10+15) = 7.34
Horse Power
273.31x 245 = 33.81 = 45.08
3960 x .50 .75
Pump
B3JQBM 245 gpm 2200 RPM 60HP 300 Head Ft.
50% Eff
Pipe & Fittings
Pipe is SDR,2'1 Fittings are Epoxy Coated Steel &
CL-200
25
Z.1

26
IRRIGATIQN SYSTEM DESIGNE
Name: PRESTON L. PARKER, JR, (VERN)
Company: TOM CROCKETT IRRIGATION, INC.
Address: PO BOX 390, WILLIAMSTON, NC 27892
Phone: [phone]
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irriaati
on 1 • A scale drawing of the proposed irrigation system which includes hydrant is
locations and buffer areas where applicable. ocations, travel lanes, pipeline routes, thrust block
2•. Assumptions and computations for determining total dynamic head and horsepower re
3. 'Computations used to determine all mainline and lateral pipe sizes. p quirements.
4. Sources and/or calculations used for determining application rates.
. 5. Computations used to determine the size of thrust blocks and illustrations
6. -Manufacturer's specifications for the irrigation pump, traveler and sprinklers .
sons of all thrust block configurations required in the system.
�• Manufacturer's specifcations for the irrigation pipe and/or USDA -MRCS standard
N.C. Field Office Technical Guide, Section IV, Practice Code 430-DD, for Irrigation Water Conveyance,
z $
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 embankme
of the designer, n is without the approval
NOTE: A buffer strip. 25 feet wide or wider must be maintain streams and surface waters per DEIR-DE11F Code Section ISA NCAC 2B between the limits o0200 f the irrigation system and all perennial
Waters. Waste Not Discharged to Surface
Irr Parameters
' oc 95
page-5 USDA -MRCS
North Carotin,

27
Narrative of Irrigation System Operation
Describe the operation of the.system in the space provided below or on a similar sheet most convenient to the deli
Include procedures such as start-up, shut -
...Up winterization and regular maintenance of all equipment. der/supplier.
os
AT FIRST START UP, FILL LINES SLOWLY UNTIL AIR IS PURGED FROM SYSTEM.
AS THE NOZZLE DISCHARGE IS FREE OF AIR, SLOWLY INCREASE PUMP -PSI TO
REQUIRED PRESSURE. MAKE'SURE NOT TO RUN THE SPRINKLER LONGER TF7AN THE
SPECIFIED TIME TO AVOID OVER APPLICATION. IF A TRAVELER IS USED, MAKE SURE
TRAVEL SPEED IS CORRECT TO ALSO AVOID OVER APPLICATION. IN FREEZING WEATHER,
BE SURE TO DRAIN PUMP TO AVOID DAMAGE TO THE VOLUTE. CONSULT YOUR PUMP AND
TRAVELER MANUALS FOR SCHEDULED MAINTENANCE. BE SURE NO IdASTE
IS SPRAYED ON BUFFERS UNDER POWER LINES AND A HONEY WAGON IS USED
TO MEET LAND REQUIREMENTS.
Parameters
�sss
page-6 USDA-NRCF
North C,araii,

TOM CROCKETT IRRIGATION, INC.
751 E. MAIN ST., PO BOX 390
WILLIAMSTON, NC 27892
FAX - [phone]
[phone]
PRICE QUOTATION
(PLEASE INDICATE DATE BELOW WHEN ORDERING)
TO: DATE: 10-31-07
Kim Gray YOUR INQ. DATE:
497 Mark Edwards Road PROPOSED SHIPPING DATE:
LaGrange, NC 28551 TERMS: NET 15
FOB: SHIPPING POINT
SALESPERSON: VERN PARKER
TO BE SHIPPED VIA: BEST WAY
LINE QUANTITYDESCRIPTION
1
1660 6" PVC
$3.62
$6,009.20
2
1 6" Ground Entry
$459.60
$459.00
3
2 6" CL-200 90 degree Elbows
$86.40
$172.80
4
2 6" CL-200 Tee
$145.24
$290.48
5
2 6" CL-200 45 degree Elbow
$86.40
$172.80
6
3 6" CL-200 End Cap
$28.39
$85.17
7
4 6X6X6X42" hYDRANT
$267.60
$1,070.40
8
3 6X6X6X42" Hydrant w/2" MPT
$369.00
$1,107.00
9
1 6" VOE
$171.60
$171.60
10
1 6" fLG. aDPT.
$115.00
$115.00
11
3 AV-200 Air Vent
$56.16
$168.48
$9, 821.93
Installation of PVC less concrete &
thrust Blocking
$3,800,00
$13,621.93
bre'n�'
M', t L6- l I
Z3

TABLE 4 - Irrigation System Specifications
Traveling Solid Set
Ffow Rate of Sprinkler (gpm)
Irrigation Gun Irrigation
245
3
Operating Pressure at Pump (psi)
1
Destgn Precipitation Rate (ln/hr)
. 45
Hose Length (feet)
Type o/Speed Compensation
3.25x950
XXXXXXXX
Mech
XXXXXXXX
�►p Tyre (PTO, Engine, Electric)
Engine
Pump Power Requirement (hp)
45 I
TABLE 5 - Thrust Block SpecificationsI
Designer may provirip thrust block details on separate sheet.
THRUST BLOCK
LOCATION AREA (sq. ft,)
EDead
Bend 6 5 : 0
End 6 3 . 5
Tee 6" 3 . 5
45 de2�ree bend 6" 12.7
'See USDA -MRCS Field Office Technical Guide, Section IV, Practice Code 430-DD,
Use 1200 Soil Bearing Strength
N
Ir Parameters
O� 1996
page4
USDA -MRCS
North Gar,31in r

Soil Map —Wayne County, North Carolina
(T 8247 F 10680 Kim Gray Parkstown Rd.)
� f
.n,.,,. 23� 1 Ca 239150
N OMM 239200 239250
A 0 30 60 120 Meters
0
100 180 200 400 Feet
600
Natural Resources
Conservation Service Web Soil Survey 2.0
National Cooperative Soil Survey
39300
239350 239400 n
1 /8/2008
Page 1 of 3

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N

BERKELEY, PUM p S CURVE 4117
DATE 3-1-88
BERKELEV-7 TYPE"B" RATING CURVES PAGE 2.02
SnE
ENGINE DRIVE Curve 4UPERSEPaS117 e
Dated 4- -_8
5
Case: Malerlal
Imgller; Material CC.
6C
1z
l! 50
r
0
40,
130(
't 20C
0
w
CAPACITY INU.S.GALLONS ;�RM;"'
-7048 eased on T-2554 SUPOrsadeS C-70 9 Doted MINUTE
10-27- _ D- 3-29-72 MODEL B 3 J O R M
Case: Material C.I. P.ti.N.. 1-1-19�9 Mach -No. H-1939
Impeller: material C. I. Pa".No. M-2319 VARIOUS R.P.M. Cycles
MAXIMUM WORKING I Mach -No. M-4821 Dia. 10-7/16" FULL T-O.S - L. for fresh water t
PRESSURE 266 Psi 4-- IMI 30- F. niu.
Qg
71F.-
400
b.-
w
J! 350
Z
300
250
200
0
1501,
50
.—T ........... . .
E
loo
0 . ...... ... 200 300 400 500 .' 600 7oo 800 goo 1000 f
CAPACITY IN U.S. GALLONS PER MINUTE
—6695 8—d on T- 2575 supersedes C-6695 Dated 9-3-71
Data 3-29-72 MOnF1 PdC'nhA
us
20
I
A
0'
30
20,
103
?— k

Performance Rating
Rated Gross Power ...... .... 85 bhp (63 kW) @ 2400 rpm
Peak Torque ............. 217 lb.-ft. (295 N-m) @ 1200 rpm
Fuel Economy (BSFC) .. 0.345 lb/hp hr. (210 g/kW h) @ 1600 rpm
Continuous Rating
Gross Power ................ 78 bhp (58 kW) @ 2400 rpm
Peak Torque ............. 200 lb.-ft. (271 N-m) @ 1200 rpm
RATED BHP is the power rating for variable speed and load applica-
tions where full power is required intermittently.
CONTINUOUS BHP is the power rating- for applications operating
under a constant load and speed for long periods of time.
POWER OUTPUT is within + or — 5% at standard SAE J1349
conditions.
PHOTOGRAPHS MAY SHOW NON-STANDARD EQUIPMENT:
POWER;
BYDE RE
Performance Curve
220 298
210 285
200 271
990 257
Torque
21ft.
1295 N•m)
90
80 67
70 60
60 52
50 45
40 37
185 251
d d
&t E
18516-ft.
(251 N•m)
78
158
85 hp
163 kYJ) —
hp
kM
' pa[ednr4
Oo�L�n
e0,5bnp
30 30
t V
z t
ja
o s
a
;Y
.40 243
x 3
,0 x� i
Fuel Consumption
.38 231
.36 219
34 207
.32 195
lu 12 14 16 18 20 22 24 26
Engine Speed—rpm's in 100's

GeneralInstallation
Recommendations:
'OR GASKET PIPE
Installation
Excavation, Laying, Testing, and Back -
filling instructions are usually provided
by th a Engin eer in charge of the project.
Reference may also be made to Ameri-
can Society for Testing and Materials
Standard, ASTM D-2774 "Recommended
Practice for Underground Installation of
Thermoplastic Pressure Piping."
Excavation
1. The trench bottom shall be stable,
continuous,- relatively smooth, and free
Of rocks or other objects detrimental to
the pipe. It shall provide continuous
support for the pipe, and bell holes shall
be provided for the bell and spigot joints,
valves, and other system components
that might act as a fulcrum. When made
through a rock cut, at least 4" of com-
pacted satisfactory bedding material
shall be provided.
2. The trench depth -shall place the pipe-
li_nP at least 6" below the lowest recorded
i depth,'and shall place the pipeline
6_N:h at least 30" below grade.
3. The trench width at the top of the pipe
shall be -as narrow as practical to allow
adequate room for joining the pipe and
to allow proper compaction of the sidefill.
Minimum trench width is normally con-
sidered 12" plus the pipe O.D.
3. Pipelines shall be cased, bridged, or
3therwise protected at locations where
h'ey will be subject to heavy surface
cads due to shallow burial. Casing shall
,!so be used in spanning creeks and
lollies, extending-8 ft. on either side of
a creek or gully.
hinting
The pipe shall be jointed•in the trench,
aboveground, in accordance with the
Pinting Instructions.
I is important that the gasket be clean
Id properly seated, the spigot end well
)rlcated, and:the bell and spigot ends
9ned correctly in both• planes.
it jointing is done above ground, care
)uld be taken when lowering pipe into
trench thatthe.depth of the joint entry.
rains correct-' that the depth
N mark on the spigot ends is flush
face of the bell. Jointing of 6"
large pipe is usually done in tl ie trench.
AT NO TIME should a back -hoe or
jar device be used to assemble pipe.
Thrust Blocking
As with other push -fit rubber gasketed
joints, the pipe will not take end thrust
without restraints. Thrust blocks are
usually required at dead ends and
wherever the line changes direction of
30 degrees or more.
1. Thrust blocks shall be placed so that
the bearing surface is in direct line with
the major force created by the pipe or
fitting. Concrete having a compressive
strength of 2000 psi is the recommended
blocking material, and may be poured
between the simplest of forms and the
undisturbed earth bearing surfaces.
2. Thrust blocking size maybe calculated
as follows:
a) Multiplythe pressure level desired
for testing by the value shown in the
table for thrust on fittings:
Thrust in Pounds
Pipe 90J 22'/2 Dead End
Size Elbow Bend or Tee
6"
48.74
13.45
36.10
8"
82.61
22.80
61.18
10"
128.84
35.42
95.0512"
180.54
49.82
139.70
b) Determine the bearing strength of
the soil from the following table:
BEARING STRENGTH OF SOILS
SOIL Ib. per Sq. Ft.
Muck, peat, etc.
Soft clay 0
Sand 1,000
Sand and ravel 2,000
Sand and gravel cemented with, cla 3.000
Hard shale y 4,000
10,000
c) Divide the total thrust on the fitting
(step a) by the bearing strength of
the soil (step b). The result is the
square feet of area needed on the
face of the thrust block.
d) Thrust blocks should haunch the
Pipe or fitting, not encase it.
Backfilling
1. __Place select backfill and compact
under the haunch, along the sides of,
and over the top of the pipe to a com-
pacted depth of at least 6". This backfill
shall be soils that allowgood compaction
and placed in 6" layers, well compacted.
It.shall be free of rocks, frozen clods, or
Other hard objects.
2. The final backfill maythen be made in
the usual manner, but care should be
taken not to dump large rocks or heavy
objects on the initial backfill and pipeline.
3. If the joints and fittings mustjbe left
exposed while under test, backfill to
within one foot of each side of tl'e joint
olr fitting to prevent deflection !of the
Pipe while under test pressures.
Testing
1. ALL AIR IN THE PIPELINE SHALL BE
BLED OFF CAREFULLYWHILE FILING
THE LINE WITH WATER FOR TESTING.
Entrapped air'in the line can cause ex-
cessive test pressures, and create un-
necessary problems. Air shall by bled
off at the high spots in the line. Air
removal may also be accomplished by
Pushing_a foam.plug through the line by
incoming water pressure.
2. Test pressures may be 11/2 times the
designed operating pressure Iof the
Pipeline, but shall not exceed thei maxi-
mum pressure rating of the pipe.i
3. After pressure test and acceptance
Of testing, the uncovered joints aind fit-
tings shall be initially backfilled with
well compacted soil, and then covered
with final backfill.
4• Hydraulic pressure testing of the
Pipeline shall be carried out initially at
intervals not exceeding 500 yards and
thereafter at intervals not exceeding
1,000 yards.
1
Radius Bends
Gradual change of direction may be
achieved by deflecting or cocking RIEBER
Joints a maximum of 3 degrees without
affecting the hydraulic seal of the joint.
Offsets are made only afterthe straight
in -line assembly is made. Deflections at
-the joint and minimum curve radii (ft.)
obtainable are listed below:
I
Degree of I
Deflection I
at the Jninf r) .-.
4.2"�#57'
8.3"12.3"
34)
I
i
-4-

w
Wit atl�pitm�nt

AIR RELIEF
VALVE PRESSURE RELIEF
vAi-VE PUMP DISCHARGE
CHEC
CASING
vz,
ELECTRIC
PUMP
T il- a
PUMP DETAIL
NTH
HYDRA;
4�/'/in, PVC 'PIPE
STATE OF NORTH CAROLINA
DEPARTMEN-T OF ENVIRONMENT HEALTH & NATURAL 'VESOURQNS
DMSION OF SOIL & 'WATER CONSERVATION
Wilmington Regional Office
1.oll Gard.inAl nriV,rz 'F-vf WilmimotoTi -NC 2840,5 Phone: [phone],00

WAYNt bWUJ
F'AUE 02
r-04tir- rj q
0, 3,.5
337-571

2G222�,a 1 1
!I!Pw
Fast -Hitch To-61.8ar
30.00.016,42-SOVERIES
'' MCIMMATIONS. -
;-:AASID 'STANDARD
OPEC /U(LE MGMS
Iva; I AVAILAt4t-F
.... ......
"DA0tWAt-,]U kis.7p,14--, -i
da*.hp. O'gina. - s.;hej d0ve:9p .:drum using
g KttyJr.'OtO.QrI pi%
-%x -ttibQ::IT7AMO.:,
Jg'allctakimr r. v !0,91 twk-
tic Oun Cat# st
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.1400--m4&
: wh9QfQd atidqi
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caR P. oil.
P
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25 or
,Uft kit -for', gun vill.
tion
OPTIONAUTEATIO
t004, f -o5,guo ..Port
P,Rtserax
i.Komvt:633:vari-in 6
3�

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_.......
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✓+!a-. ma«K.a,t-..... . •..,*'+•.a
w x. ...,wiC.. yl'\..
Table
NE70. Design
Area Allowances
for
New or Expanded Hard Hose Traveler Systems
EXIMOR lane
- .in
.field with multiple
Hydrant
Spacing based
overlappilanesng
on 74 percent .of wetted
(Areas shown are acreage
diameter
\
outside starting/stopping gun location
wetted
start end
diameter
wetted
--� -
Stop end wetted area,
acres
�
d
feet
area
acres
arc angle
180 degrees
9
arc an le
g
225 degrees
arc angle
270
arc angle
arc angle;
(g)
degrees
315 degrees
330 degrees;
150
0.12
(E)
(F)
(G)
0.14
0.000.03
0.000.03
0.06
170
0.16
0.00
0:07
�: �09
0.10
180
0.17
0.00
0.04
0.08
0.12
0.11;
190
0.10
0.06
0:04
0.09
0.13
200
0.22
0:00
Q.05
..0.13.
0.14
0.14 ;
210
0.24
0.00
0.05
0.10
0.16
0.16
220
0.26
0.00
0:06
0.12
0.18
0 18
2'30
0.28
0.00
0.06
0.13
0.19
0.20
;
240
0.31
0.00
0:07
0.14
0.21
0 22
250
0.34
0.00
0.'07
0.15
0.23
0.24
260
0.36.
0.00
0.08
0.16
0.25
0.26
270
. 0.39
0:00
0.09
0.18
0.27
0.28
280
42
0.00
0:09
0.19
0.29
0.30
290
0:45.
0.00
0.10
0.
0.31
0.33
300
0.48
0.00
Q.11
0:22
0.34
0.35.
310
0 52
0.11
0.24
0.36
0.38: ;
320
y330
0155�, S 0.00
0.59
0.12
0.13
0.25
0:27
0.39
0.40 _.
0.43
;f 340
0.62
00.:0.0
0.14
29
0.41
0.46
350
360
Q.66
0.00 00
0.15
0.16
0.3Q
0.46
0.49
0.52
0.70
0.00
0.32
0.49
370
0.74
Q.00
0.16
0.34
0.52
0.55
380
0 78
0.:00
0.17
6
00..338
0.55
0.58 ;
390
0.78
0..00.
0.18
0.58
0.61
400
0.86
0 00
0.19
0.
0.61
0.64
410
0.90
0,:00.
0.20
0.42
0.64
0.68
420
0.95
0.00
0.21
0.44
0.67
0.71
430
0.99
0:00
0.22
0.46
0'71
0.75
440
1.04
0.00
0.23
0.49
0.74
0.79 .
450
1:09
0.00
0:25
0.51
0.78
0.83
460
1.14
0.00
0.26
0.53
0.81
0.86
470
1.19
0.00
0.27
0.56
0.85
0.90
480
1.24
0.00
0.28
0.58
0.89
0.94
490
1.9
2
0.00
0.29
0.61
0.92
0.99
500
1.
0..00
0.30
0 63
0.96
1.03
0 32
0.66.
1.00
1.07
1.12
Page 29 3

Table N170. Design Area Allowances for New or Expanded Hard Hose Traveler Systems
EVEMOR lane.- in field with multiple overlapping lanes:
Hydrant Spacing based on 70 percent .of wetted diameter,
(Areas shown are.acreage outside starting/stopping gun location)
wetted
start end
diameter
wetted
d
area
feet
acres
(B)
Stop end wetted area, acres
are angle arc angle
180 degrees 225 degrees.
(C) (D)
arc angle arc angle arc angle
270 degrees .315 degrees 330 degrees
(E) (F) (G)
150
0.12
0.00
0.03
0.06
0.09
0.10
160
0.13
0.00
0.03
0.06
0.10
0.11 ,
170
0.15
0.00
0.03
0:07
0.11
0.13
180
0.17
0.00
0.04
0.08
0.13
0..14!
190
0.19
0.00
0.04
0:09
0.14
0.16
200
0.21
0.00
0.05
0.10
0.16
0.1.7,
2.10
0.23
0.00
0.05
0:11
0.17
0.191
220
0.26
0.00
0.06
0.12
0.19
0.21
230
0.28
0.00
0.06.
0.13
0.21
0.23
240
0.30
0.00
0.07
0.15
0.22
0.25
250
0.33
0.00
0.07
0.16
0.24
0.27
260
0.36
0.00
0.08
0.17
0.26
0.29
270
0.38
0.00
0.08
0.18
0.28
0.32
280
0.41
0.00
0.09.,
0:20
0.31
0.34
290
0.44
0.00
0.1:0.
0.21
0.33
0.37
300
0.47
0.00
0.10 •
0.23
0.35- -
0.30
310
0.51
0..00
0:11.
0.24
0.37
0.42
320
0.54
0.00
0.1.2
0.26
0.40
0.45
330�
0:57,
0.00
0.1.3
0.28
0.42
0.47 out`
340
0.61
0.00
0.13.
0129
0.45
0.50
350
0.65
0.00
0.14
0.31
0.48
0.53
360
0.68
0.00
0.15
0.33
0.51
0.56
370
0.72
0.00,
0.16
0.35
0.53
0.60
380
036
0.00
0.17
0.37
0.56
0.63
390
0:.80
0.00
0.18-
0.38
0.59
0.66
400
0..84
0:00
0.19
0.40
0.62
0.710
410
0.89
0.0.0
0.20
0.43
0.66
0l3
420
0.93
0.00
0.21
0.45
0.69
0.77
430
0.97
0.00
0.22
0.47
0.72
0.81
440
1.02
0.00
0.23
0.49
0.76
0-.84
450
1.07
0.00
0.24
0.51
0.79
0.88
460
1.12
0.00
0.25-
0.54
0.83
0.92
470
1.16
0.00
0.26
0.56
0.86
0.06
480
1.21
0.00
0.27
0.58
0.90
1.00
490
1.27
0.00
0.28
0.61
0.94
1.05
.500 -
1.32.
0.00
0.29
0.63
0.98
1.09
3L.
Page 33

r
17
Table N75+. Design Area Allowances for New or Expanded Hard Hose Traveler Systems
EXTERIOR OR .INTERIOR lane - in field with single pull or:
Hydrant. Spacing greater than 75 percent of wetted diameter,
(Areas shown are acreage outside starting/stopping gun location)
wetted start end Stop end wetted area, acres
diameter wetted -- - - - -
d area arc angle arc angle are angle are angle arc angle
feet acres 180 degrees 225 degrees 270 degrees 315 degrees 330 degrees
(B) (C) (D) (E) (F) (G)
150
0.12
0.00
0.03
0.06
0.09
0.10
160
0.14
0.00
0.04
0.07
0.11
0.12
170
0.16
0.00
0.04
0.08
0.12
0.13
180
0.18
0.00
0.04
0.09
.0..13
0.15
190
0.20
0.00
0.05
0.10
0.15
0.17
200
d.22
0.00
0.05
0.11
0.16
0.18
210
0..24
0.00
0.06
0.12
0.18
0.20
220
0.27
0.00
0.07
0.13
0.20
0.22
230
0.29
0.00
0.07
0.15
0.22
0.24
240
0.32
0.00
0.08
0.16
0.24
0.26
250
0.34
0.00
0.09
0.17
0.26
0.29
260
0.37
0.00
0.09
0.19
0.28
0.31
270
0.40
-0.00
0.10
0.20
0.30
.0.33
280
0.43
0.00
0.11
0.22
0.32
0.36
290
0.46
0.00
0.12
0.23
0.35
0.38
300
0.49
0.00
0.12
0.25
0.37
0.41
310
0.53
0.00
0.13
0.26
0.40
0.44
320
0:56
0.00
0.14
0.28
0.42
0.47
330
0..60
0.0.0
0.15
0.30
0.45
0.50:
340
0.63
01.00
0.16
0.32
0.48
0.53
350
0:.67
0.00
0.17
0.34
0.50
0.56
360
071
0.00
0.18
0.36
0.53
0.59
370
0.75
0.00
0.19
0.38
0.56
0.63
380
0.79
0,00
0.20
0.40
0.59
0.66
390
0.83
0.00
0.21
0.42
0.63
0.70
400
0..88
0.00
0.22
0.44
0.66
0.73
410
0.92
0.00
0.23
OA6
0.69
0.771
420
0.97
-0:00
0..24
OA8
0.73
0.81.
430
1.01
O.Oa
0.25
0.51
0.76
0.85
440
1:06
0.00
0.27
0.53
0.80
0.88
450
1.11
0.00
0.28
0.56
0.83
0.93
460
1.16
0.00
0.29
0.58
0.87
0.97
470
1.21
0.00
0.30
0.61
0.91
1.61.
480
1.26
0.00
0.32
0.63
0.95
1.05
490
1.32
0.00
0.33
0.66
0.99
1.10
500
- 1..37
0.00
0.34
0.69
1.03
1.14
37
Page 35

Page 4
C
ftfingd, Inc.
Pdrt Nu`hibow Size Weight List P"rice
'EE PE x 18 j,, FT..
J%
33
lbs
3�G-'d ab 3Ci:,
54 X 62),
40
lbs
6
x 52"
60
lbs
870
67�k 62
7
lbs
2" X 52"
118
lbs
)"0-"'h re
.0 ouest
rrices designs and
Obbifl6atbbhs are :sub-
ject fd change without
notice 0 :. � obligatiorli.
30
Febr'u*ary 1997

- - BAG GUNO - PER-F � � E - TA..BLESE NITS
�
106 SERIES BIG GUNS - 240 TRAJECTORY"*
100 T TAPER BORE NOZZLES w
Nogle Nozzle Nozzle i Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle
„ •.55 6" .65..1 7" .75" �„ 85'
P.S.I. GPM DIA. GPM DIA. GPM DIA. GPIN:-.01A.,;. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM I DIA.
50 1 50 205' 1 64 21V 74 225' 87 ` :'235' 100 246' 115 256' 1 130 265' 150 273' 165 280' 204 1 300'
11-109
70 60 225', 7& 238' 881. 250' 120 276' - 136 283' ' 165 295' 177 302' 197 310, 243 1 338'
90 ' 68 245'! •• '.' 83 ' 258' 100, 270 ' 117 283' 135 295' 155 .,306' 175 315' 201 326' 223 335' 274 ' I. 362'
110 76 265'. •92 278' 111 20D' t29 ._ 303' 150 315' 1,171 324' 196 335- 222 344' 247 ' 355' 304 1380'
*Available only with F106 & SR100,
100 R RING NOZZLES 100 DIN DJFFUSER NOZZLES
PSI .71 RING .77RIN6 .81 RING .86-RING 89 RING .93 RINGJIG DIN 0.7 DN . O.BDN
GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA DIA GPM DIA GPM DIA
40 66. 208 1 78 212 91 215 1.0 2 4 118 235 1'34 168 91 1826Q
81"235 96 240 110 .1 200 141 270 5— 110 20T". 143 216
80 94 255 '111 265' 127•" 146 286 '163300 —100
.105270320 212r
,' �i riV•±1 rr.�.S-; - "£'=1-
"The diameter of throw is approximately 3%less for the 210 trajectory angle, 64u less for Wi -
150 SERIES BIG GUNS 240 TRAJECTORY" '
--
150 T TAPER BORE NOZZLES i
Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle
7" .8" 9" 1.0" 1.1" 1.2" 1.3" I
P.S.I. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA.
60 110 265' 143 285' 182 305' 2'd5. B' 275. ,345:330 965' 385 3110'
80 128 290' 165 310, 210 385' 2811 - 3W 316 37 _ . 1 390 395'^ 1 446 10, 1
100 143 '.' 3.10' 186' 330' 236 35S' 0 •375' 355 425 420' '500 ?t40'
120 f 157 330' 204 360' 258 375' 320 395' f 385 "420' 465 44U' 545 460,
150 R RING NOZZLES
Ring Ring Ring Ring 1 Ring Ring Ring 1
86" 97" 1.08" 1.18" /" .126" 1.34" 1.41"
P.S.I. GPM DIA.: GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA
60 110 260'•, 143 280' 182 300, 225 315' 1 275 ' 335' 330 ..350' 385 365'
r
80 ' 128 .. 28 :165 .300, 210 ::''`.. 320' - 260 340' .315 ' 360' 3B0 380' 445 395' .
100 143 300' 185 .321 235 340'c 290 360, 355•: '' 380' " 425 400' 500 A15'
OEM— ar -
120 157 315' •, •204 335' 258 360' 320 380' 385_- 400' i 465 420' 545 . 35,
—'
"The diameter of throw is approximately 3% less for the 21 ° trajectory angle. i
200 SERIES BIG'GUNS - 270 TRAJECTORY"*
200 T TAPER BORE NOZZLES j
Nozzle Nozzle
Nozzle Nozzle
Nozzle Nozzle Nozzle Nozzle Nozzle
1.05" 1.1"
1.2" 1.3"
1A.- 1S" 1.6" 1.75" 1.9"
P.S.I.
GPM DIA. GPM DIA.
GPM DIA. GPM DIA.
GPM DIA. GPM DIA. GPM DIA. GPM .D.IA..,,., :- GPM [ DIA.
70
270 360' :.'310 380' 355. 395' 415 4.10, 480 430' 555 450' '630 465' . 755 495' 890 1 515' 1
90I
310 3W 350; 410' 405 425' 475 445' US .465' 625 485' 715 505' B55 535' 1005 1 555'
170
34a 410' 390 -4301.:::= 445 - 450' 525 470' 605 495' 695 515' - 790 535' 945 565' 1110 1 590,
130
370 425' 425 445' 485 465' 565 485' 655 515' 755 540' 860 560' 1025 590' 1210 620'
I
200 R RING NOZZLES
1 y4" Ring
1 3/3" Ring 1 ��" Ring 1 s/e" Ring 13/4" Ring
1 �/B" Ring 2" Ring
GPM" actDlA.
actDlA. GPM" actual)actual)
GPM" actDIA: GPM
GPM actDiA. GPM actjDlA.
P.S.I.
, GPM
60 l 250 340' .330 -370' 365: 390, 445 410' 515 425' 585 440' 695 1455'
80, 290 •370'. 380 400, 445:.:.. 420' 515 440' — 590 455' 675 470' 805 1490'
100 325 390' 425 425' 500'"''> 445' 575 465' 660 460' 755 500, 900 1520'
120 355 410' 465 445 545 : ` 465!,," 630 485' 725 Soo, 625 520'
_985 .545'
"The diameter of throw is approximately 2% less for the 24°-trajectory angle, 5% less for the 21° trajectory angle. - 1
The BIG GUN® performance data has been obtained under ideal test conditions and may be adversely affected by wind, poor hydraulic entrance conditions or other factors.
Nelson Irrigation Corporation makes no representation regarding• droplet condition, uniformity, or application rate.

r�
1.0.- :EET";OF ` UY"
a y"aim pr
45' 4. 1.
4.
30
1,09
90' - - - - 2:,68 �4: �q,` �
a.5b
333.
0.68 1.12 :.1:8Q :;�;, ';2..9+ 4a.45 ..: ,39
i 110 - - - - - - d; 8! 1.34; 2 LS 3.;4:9.::. `.: 4 8� <8:.82
120 4 .• - 0.95 _ 1:�T' y `
130. T . _ .. _'
.,%,, -1.10 i..820.
ISO
.;22
��. 0.93 1..43 -rY3' 3:81 - _
1.6
1.61
170 -- - :1,1T` . 1.8.1.' . - ,2.:4.:4'"• _.' . 4�8:1` 7.;8.2 _ .. - .
:1.'30 2.01 1..' 3
2.22 ' 68
100 '' - - -
.1.59._.. :44 7. 4.04 7.;2:Y;: -
.r �i= 422
:82
3:1b
S:Z4 - _ - _ ;r4.•
>24.0; - =`; ;- - 2.22 3.42 L6.7
.76.
Y..95 4'.55'
300
1:, 80 3, 3b: 5. 17. 1------------------ ------------ --
310 - - 1..91: .:3.57 5:49 1 Bqs c: Moistq
320 - - 16,1 3.79 '5.23 "Inched..: .
-330 '2ii5 4'.01. TexRure ;Bare -
b: I7
140 - 2.27 4:i:4 6:2 Ise;=
4.�1 •E;.'88'andy
4:71, -7'25 Silty dSyi;l:o'arri;. _ :0.25
374 - 2.66 4.9:5_ T,. 2 Clay: artd .otf�er sails witb` 0.1,
• . 38a - - • :zeyars.;-
390 - '`. 2.91 5.46 B.41 TABLE 2' - 1ASI6INTAKE RATES OF: 58IL:. TEXTURAL E
.400 2: t2.:: %3 .-5.72..
440 : 2.52::. 3.:b6 ;; :._ 6: 83 x
46Q'- 2::74. 3.97
'480 2.T-6 : 4.30- '8:d2 - "; Net IrrigotioK.
r , Peak • Pei.
50d 3:20 4.:b4 - _ Crop : Clirn ; Rate. 80
_ .�:
` 520. 3.44 C.99 - - _ _ � 'Alfalfa, e0tto.n, pasture Humid 0:R0. 0.25t
S4"0 .3:65 5..35_ . - _ _ field' corn,. --swadt corn, Sub -:-Humid :0 25 0.3.f
5.60 3:44.. 5,72� - - _ _ , soyb"ns,,.suva,r bsstd, S-mi-Arid` 0.3-0 0'
580 4:.2L :. 6.10 _ orchards, ci' . Desert 0.35 C" '
Grain sorghum, sma41'grains, -,Humid
600 .4.48 .6.;,50 - _ _ po:ta'to:es; 4urf . graisasr ' - . `5'ab-Humid 0..20.:
420.., 4.74 :. b',.g,t,- _ q.:.;#or►atoas;, be.rr 4t. n.ursary :- :Semi -Arid .0.25•-
" ;b4d. _. - _ .. ,. �•'.s'ops,'#cuckcrops. � D:es.ett ;0.3f..;:_-:•'
'860_ :., 535 .:.;7., 7b
K.DAILY ngI:ST,l1RE ,REpl1t.REMf,..
cU S:':b5

SIZE
1.00
125
OD
1.315
1.660
to
1.195
1 Z32
WALL
O.D60
0,064
THK
FRICTION LOSS CHARACTERISTICS
PVC CLASS 160 IPS PLASTIC PIPE
.....: ;. (1120, ?2?D) SDR 26 .4&- : 150, . ,.-
_.
PSI LOSS PER 100 FEET OF PIPE (PSI/100 FTI
Sizes 1" thru 5': Flow GPM 1 thru 1250.
1.50
2.00 2.50 3.00
350
4.00
1.900
2375 2.875 3.500
4.000
4.5DO
1.754
2.193 2.55Si 3230
3.592
4,154
0.073
0.091 0.110 0.135
0.154
0.173
5.00 SIZE
5563 OD
5.133 1D
0214 WAILL
,-ti r
3 '�
'O Cn
�+
•p h
�.
"p H C UJ
C Ln
`•�
C ti
N
O C!L
"�' NJ
" U!
3...�
0.
r/7 O
m 6•
y 0
p W a
r/A p
m 0.
C/J p
o
rn p
m 0.
N o
m 6:
rl!
IL C9
�i u.
ti J
i u.
0. J
> LL n. -a ? iL
u. _i
Lt.
0. ...1
} LL
6. -i
> tL
0. J
i u-
0. .J
> LA.
C.."J
LL;L7
1
0'28
D_02
0.17
0.01
0.13 0.00
2
0.57
0.06
0.34
0.02
0.26 0.01 D.16
O.DO
1
3
0.85
0.14
0.52
D.D4
0.39 0.02 0-25
0.01
2
4
1.14
•0.23
0.6$
0.07
0.53 0.04 0.33
0.01
023
0.00
3
5
1.4
0_35
0.86
0.11
0.66 0.05 0.42
0.02
0.28
0.01
4
6
1.71
0.49
].D4
0.15
0.79 0.OB 0.50
0.D3
0.34
0.01
0,23
0.00
7
1.99
0.66
1.21
0.20
0,92 0.10 0.59
0.03
0.40
D.01
0.27
0.01
""
6
8
2-28
0.84
1.39
0.25
1-06 0.73 0.67
0.04
0.46
0.02
0.31
0.01
7
9
2.57
1.05
1.56
0.31
1.19 0.76 0.76
0.05
0.52
0.02
0.35
0.01
026
0.OD
1fl
10
2.85
1.27
1.73
0.38
1.32 0.20 1 0.84
0.07
1 0.57
0.03
0.39
0.01
0.29
0.01
y
110
11
3.14
1.52
191
0.45
1.45 023 D.93
0.08
0.63
0.03
0.43
0.01
0-32
0.01
1'1
12
3.42
t.78
2.08
0.53
1-59 028 1.01
0.09
0.69
0.04
0.46
0.07
0-35
0.01
0-2
0.00
1
ld
3.49
237
2.43
0.71
1.85 0.37 1.18
0_I2
0.81
0.05
0.54
0.02
0.41
0.07
O_3
O.D]
14
16
4.57
3.D4
2.78
0.91
2.12 0.47 1.35
D.16
092
0.05
0.62
0.02
0.47
0.01
0.37
0.01
t6
18
5.14
3-78
3.12
1.13
2.38 0.58 1.52
D_2O
1.D4
0.08
0.70
0.03
0.53
0_02_
p.<2
0.01
18
20
5.71
4.59
3.47
1.37
2.65 0:71 T.fi9
0.24
1.15
0.09
0.78
0.04
059
0.02
0.47
0.01
2;D
22
6.2$
5.48
3.82
1.54
2_g7 085 186
0-29
127
0.71-
0.86
0-04
0.65
0.02
0.52
0.01
0.34
0.00
22
24
SAS
6.44
4.17
192
3.18 1.00 2.03
0.34
1.38
0.13
093
0.05
0.71
0.03
056
0.02
0.37
0.01
2a
26
'28
7.42
7.47
4.51
2.23
3.44 1.15 2.20
0.39
1.50
0.15
1.01
0.06
0.77
0.03
0.61
0.02
0.40
0.01
26
799
9.57
4.86
2.56
3.71 1 .322.37
0.45
1.62
0.18
1.09
0.07
0.83
0.04
0.66
0.02
0.<3
0.01
29
30
8.57
9.74
5-201
2.91
3.97 1.501 2.54
0.51
1.73
020
1.17
0.08'
0.89
0-D4
0.70
0.02
0.46
0.01
3b
35
999
t295
6.08
3.87
4.64 2.OD 2-96
0.68
2.02
0.27
1.36
0.10
1.D4
D-05
0-32
0.03
O54
0.01
35
40
11.42
1659
695
495
5.30 256 3.39
0.86
2.31
0.34
1.56
0.13
•1.19
0.07
094
0,D.4
0.51
D-01
40
45
72.85
20.63
782
6.16
5.96 3.19 3.81
1.D8
2.60
0.42
1.75
0.16
1.34
D.09
1,D6
0.05
0.69
0.02
45
50
14.28
25.07
8.69
7.49
6.63 3.88 4,24
1.31
2.89
0.52
-1.951
0.20
1.49
0.10
1.18
0.06
0.77
D.O2
50
55
15.71
2991
9.56
8.93
7-29 4.62 4.66
1.56
.3.18
0.62
2.75
024
1.6G
0.12
I30
0.07
025
0.02
55
60
17.74
35.14
]0.43
70.49
7.95 5.43 5.09
1:83
- 3.47
0.72
2-34
028
1.79
0.75
1.47
0.OS
0 92
0.03
60
65
18-57
40.76
11-29
12.17
8.62 6.30 5.51
2.12
3.76
0.84
2.54
0.32
1.94
0.17
153
0.09
1-00
0.03
65
70
1999
46.75
12.16
13.96
928 723 5-93
2.44
4.05
0.96
2-73
0.37
2.09
0.19
1.65
0.11
1-08
0-04
70
75
12.03
15.86
9.94 821 6.36
2.77
4.34
1.09
2-93
0.42
2 2d
2.3g
0.22
0.25
1.77
189
0_12_
0.74
1.16
0.04
75
80
13.90
17 88
10.60 925 6.78
3.I2
4.63
1.23
3.12
0.47
123
0.05
. 8Q
85
1<_77
2D.00
I127 70.35 721
3 49
49I
1.38
3.32
0-53
2.54
0.28
2.00
0.16
1.31
0.06
85
90
15.64
117-38
2223
11.93 1151 7.63
388
520
153
3.51
0.59
2.69
0.31
2.I2
0.17
1.39
0.06
90
95
16.51
2458
12.59 12.72 8_D5
4-29
SAS
1-69
3.71
0-65
284
0.3d
2-14
0.19
7.47
0.07
95
100
27.03
13.26 13.99 8.48
4.72
5.78
186
3.91
0.72
2.99
0.37
2.36
0_21
1.54
0.08
100
110
19.12
3224
1458 16.59 9.33
5.63
6.36
222
4.30
0.86
329
0.45
2.60
025
1.7D
0.09
176
120
15.91 19.61 10.18
6.61
6-94
2.51
4.69
1.01
359
0.52
2.83
0.30
1.85
0.11
120
130
17.24 22.74 11.=
7.67
752
3-D3
5.08
1_17
3.89
0.61
3.07
0.34
2.01
0.12
136
140
18.56 26.09 11.87
9.80
8.10
3.47
5.47
1.34
4.19
0.70
3.31
0.39
2_I6
0.14
140
150
19.89 29.64 t -72
10.00
8,68
3.94
5.86
1.52
4.48
0.79
3.54
0.45
2.32
16
1
160
1357
11-77
.S.26
4.45
6.25
1.71
478
089
3.78
0.50
2.d7
0'.18
150
770
15.7
14.
9.83
497
6.64
192
5.08
1.00
4-D1
0.56
2.6�
02D
176
ISO
]52
1.16-9617.03
14,0 2
10:47
5.53
7_03
2_13
•5.38
1.11
4.25
D.63
2.78
0,22
186
ISO
16.11
15.49
1099
;6.11
7.43
:235
5-68
"'123
4.49
0.69
294
025
190
DD
_ _
11 57
6.72
7
2.59
5.98
1.35
4.7
0.76
3-09
0 n
00
_ _
225
79.08
21_19
13.02
8.36
8_79
3.22
6.71
1.68
5_31
0 95
3.48
0.34
225
250
+ ,
14.47
10:16
9.77
"1
7.48
2.D4
S91
1.15
3.87
0.41
250
275
�; ',
759]
12.12
70.75
4.67
823
2.44
650
1.37
425
0.49
275
3DO
17.36
1424
11.73
5.49
897
2-86
7.09
4.64
0.58
300
225
_
_ _
18.91
16.51
12.70
6.36
9.7
•3-32
7.68
_1_61'
I.87
5-03
0.67
. 325
350
13.68
7.30
10-47
3.81
827
2.15
5.41
0.77
35P
375
14.66
829
11.22
•433
8.86
2."5.20
'.'087
375
400
15.64
9-35
1197
4=
9.45
2_75
619
.0.98.
400
425
16.62
1 DAB
12_72
5.46
10.04
'3.07
.SM
;:1.10
425
450
17.59
11.67
13.46
6.07
10.63
3.42
•696
_1.22
asp -
475
18-57
12Z
1421
6.70
11.23
3.78
725
'-1.35
4151.
500
19.55
14.13
1496
7.37
1152
4:15
-•1.48
SO0,
550
16.46
S50
73.00
496,
.7.74
. 851
1_77
11
550
6D0
•1725
10.33
74.T8
:SS2
9-29
:2.087
SOO
-- --
-
79 45
11.99
75 36
6.75
1MOB
2.41'
65 '
7110'
1655
7_75
1083
'2.77
7110
75a
17_73
E.80
17.61
`3 74
750i
80o
18.91
932.
1238
:354
800i
$50
900
_
73.I5
3 96
2501
90
1393
14.71
4.41
4.97
9001
9501
1000
1050
15.48
.9.36
:5.36
1000
1100
1625
1050,
1150
17.03
6.39
1IDD;
1200
17.80
6.94
1150;
t250
18.59
7.51
1200:
i
19-35
SAO
1250
41
Note: Shaded areas of chart indicate velocities over 5" per second. Use with Caution_ -7

T
1 4 -- -
cl2

e
o :1
a = 225
a-270 a=315
Figure 11. Typical gun arc angles used for traveling
gun systems.
3. Obtain the lane spacing from the Field Data
Worksheet (i.e., field -measured lane spacing).
4. Determine whether the system satisfies the
multiple lane or single lane definition. If
the lane spacing exceeds 90 percent of the
verified wetted diameter, treat the system as an
existing system with single pulls and read the
irrigated acreage from Table E90+.
5. Read or compute the irrigated area per lane for
the given wetted diameter from the
appropriate column based on gun position,
lane spacing, and lane position.
Start -end area
Read the irrigated area for the start -end of the
pull from column B of the appropriate table
based on lane spacing and position (exterior or
interior).
Rectangular area (middle component)
Compute the area of the rectangular
component using the formula:
for new or expanded systems is based on the effective
design area, which is computed based on 78 percent of Exterior lane
the wetted diameter. These values are given in Tables
Middle area .= length of pull x (wetted
NE60 to NE75 for New Exterior (NE) lanes and Tables
diameter / 2 + lane spacing / 2)/43,560
NI60 to NI75 for New Interior (NI) lanes. Values for
new single lane systems are shown in Table N75+.
Interior lane
Middle area = (length of pull x lane
You should follow these general guidelines in using
spacing)/43,560
the tabulated values presented in this publication.
Make decisions on a field -by -field basis as referenced
Stop -end area
in the CAWMP.
Read the irrigated area for the stop -end of the
pull from the appropriate table based on lane
1. Determine the number of interior and
spacing and position (exterior or interior) and
exterior lanes for each field.
gun arc angle, columns C through G.
2. Determine whether the system in each field
If the lane spacing falls between the tabulated
satisfies the existing or new designation.
values, interpolate or round down and use
("91

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment -
the table for the next lowest value shown. For
example, if the computed spacing is between
70 and 74 percent, use the 70 percent table.
6. Add the area components for each pull, then
add all of the pulls. This is the total irrigated
acreage for the field.
Determining Irrigated Acreage
EXAMPLES
Case I: Multiple lanes
Figure 12 shows a typical lane spacing and pattern for
a hard hose traveler system. This existing system has
five pulls laid out in the field, The travel distance of
the gun is 820 feet and the gun angle is 330 degrees.
1. Determine the number' of interior and --exterior'
lanes for each field. In Figure 12, lanes 1 and 5
are exterior lanes; lanes 2, 3, and 4 are interior
lanes.
Number of exterior lanes = 2,
Number of interior lanes = 3
2. Determine whether the system in each field
satisfies the existing or new designation.
System satisfies existing designation.
3. Using the Field Data Worksheet, determine the
lane spacing.
The lane spacing (item 6) is 220 feet. The
wetted diameter (item 7) is 290 feet.
Lane spacing as a percentage of wetted diameter '
is: 220 feet / 290 feet = 75.9 percent
4. Determine whether the system satisfies the
multiple lateral or single lateral
definition. System satisfies the multiple
lateral system definition with lateral spacing
equal to 75.9 percent of wetted diameter.
00
n " Dla Imeter/2 = 290/2..
Lane 1 1 Exterior 1
S
-UjrW so Ong
220/2`
4
t a?
Lane 2
Lane 3
Lane 4
Lane 5
Lane spacing = 220'
Interior lane
Travel length = 820' ---1
Interior lane
Interior lane
Figure 12. Hard hose traveler irrigated area
determination.
S. Read the irrigated area per lane for the
given wetted diameter from the appropriate
column based on gun position, lane spacing,
and lane position. For a wetted diameter of 290
feet and lane spacing of 75 percent:
Exterior lane, Table EE75
Start -end area = 0.70 acres
Middle area = 820 feet x (290 feet /2 +
220 feet /2)/43,560 = 4.80 acres
Stop -end area (315 arc angle) = 0.51 acres
Total for exterior = 0.70 + 4.80 + 0.51 =

Irrigated,Acreage Determination Procedures
for Wastewater Application Equipment
Table NE65. Area Allowances for New or Expanded Hard Hose Traveler Systems
Exterior lane in fields with multiple overlapping lanes:
Hydrant spacing based on 65 percent of wetted diameter
(Acreage is outside starting/stopping gun location)
wetted start end stop end wetted area (acres)
diameter
wetted
--
d
area
arc angle
arc angle
arc angle
arc angle
arc angle
(feet)
(acres)
180 degrees
225 degrees
270 degrees
315 degrees
330 degrees
- - (A (B)
(C)
(D)
(E)
(F)
G
150
0.12
0.00
0.03
0.06
0.09
0.10
160
0.13
0.00
0.03
0.06
0.10
0.11
170
0.15
0.00
0.03
0.07
0.11
0.13
180
0.17
0.00
0.04
0.08
0.13
0.14
190
0.19
0.00
0.04
0.09
0.14
0.16
200
0.21
0.00
0.05
0.10
0.16
0.17
210
0.23
0..00
0.05
0.11
0.17
0.19
220
0.25
0.00
0.06
0.12
0.19
0.21
._ :..230-. ...
0.28
0.00
0.06
0,13
0:21-.
0.23
240
0.30
0.00
.0.07
0.15
0.22
0.2S
250
0.33
0.00
0.07
0.16
0.24
0.27
260
0.36
0.00
0.08
0.17
0.26
0.29
270
0.38
0.00
0.09
0.18
0.28
0.32
280
0.41
0.00
0.09
0.20
0.31
0.34
290
0.44
0.00
0.10
0.21
0.33
0.37
300
0.4-7 -•
0;00 -
0,.11
0:23
.0.35
0.39--
310
0.51
0.00
0.11
0.24
0.37
0.42
320
0.54
0.00
0.12
0.26
0.40
0.45
330
0.57
0.00
0.13
0.27
0.42
0.47
340
0.61
0.00
0.14
0.29
0.45
0.S0
350
0.65
0.00
0.15
0.31
0.48
0.53
360
0.68
0.00
0.15
0.33
0.50
0.S6
370
0.72
0.00
0.16
0.35
0.53
0.60
380
0.76
0.00
0.17
0.36
0.56
0.63
390
0.80
0.00
0.18
0.38
0.59
0.66
400
0.84
0.00
0.19
0.40
0.62
0.70
410
0.89
0.00
0.20
0.42
0.65
0.73
420
0.93
0.00
0.21
0.45
0.69
0.77
430
0.97
0.00
0.22
0.47
0.72
0.80
440
1.02
0.00
0.23
0.49
0.75
0.84
450
1.07
0.00
0.24
0.51
0.79
0.88
460
1.11
0.00
0.25
0.53
0.82
0.92
470
1.16
0.00
0.26
0.56
0.86
0.96
480
1.21
0.00
0.27
0.58
0.90
1.00
490
1.26
0.00
0.29
0.61
0.94
1.05
500
1.32
0.00
0.30
0.63
0.97
1.09
�J

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
se
Table NI6 5. Area Allowances for New or Expanded Hard n olaneTraveler Systems
Interior lane in fields n 65 mercent of wetted diameter
Hydrant spacing based o P n location)
(Acreage is outside starting/ stopp1n ' g gu��_� _
stop end wetted area (acres)
wetted start end arc angle arc angle
wetted �arc angle
diameter arc angle arc angle 315 degrees 330 degrees
d area 225 degrees 270 degrees
(feet) (acres) 180 degrees - _ ee (E) (F (G)
0.08 0.09
0.02 0.05 0.11
0.11 0.00 0.06 0,09
150 0.00 0.03 0,11 -0.12
0.00 0.12
160 0.13 0.03 0.07 0.13
170 0.15 0.00 0.03 0.07 0.13 0.15
180 0.16 0 _ _ 0.04 0.08 0.17
190 0.18 0.00,00 0104 0.09 p,15 0.18
0.15
200 0.20 00 0.04 0.10 6 0.20
0.0.
210 0.22 0.00 0.05 0.11 0.118 .0.22
220 0.24 0.00 U 05... OJ2 0.21 0.24
MO '0:27 29 0.00 0.06_ - - 0.13 0.23 0.26
240- _ -_ 0.00 0.06 0.14 0.25 0.28
- - -- 250 0.32 0.07 0.16 0.30
0.34 0.00 0.17 0.27
260 0.00 0.07 0.29 0.32
270 0.37 0.00 0.08 0.18 0.31 0.35
280 0.40 8 0.19 0,33 0.37
0.00
290 0.42 0.00 0.09 0.21 0.35
.10 0.40
300 0.45 00.22
10 0.49 0.00 010 0.24 0.38 0.42
3
31 0.52 0.00 0.10.2S 0.40 0.45
0
330 0.55 0.00 011 0.27 - - - 0.43 _ - - - 0.48
.
0.58 �_ _ - 0.00 -_ 0.28 0.45 0,51
340 _ - - 062 0.00 0.12 030 0.48 0.54
..
350 0.00 0.13 0.50 0.57
360 0.65 0.00 0.14 0.32 0.53 0.60
370 0.69 0.15 0.33
380 0.73 0.00 0,15 0.35 0.56
0.63
0.737 0.00 -- ---- 0.0.59 0.66
390 0.00 0.16 0 62 0.69
400 0.81 0.00 0.17 0.39 65 0.73
410 0.85 p00 0.18 0.41 00.60.76
,
420 0.89 019 0.43
0.80
430 0.93 0.00 0.19 _ 0.45 0.71
0.00 -- -- - 0.74 0.84
440 0.98 0.00 0.20 0.47 0.78 0.87
450 1.02 0.21 0,49
460 1.07 0.00 0.22 0.51 0.81 0.91
1.12 0.00 0.53 0.85 0.95
470 0.00 0.23 0.88 0.99
480 1.16 0.24 0.55 1.03
490 1.21 0.00 0.25 = 0.59 _ 0.92
S00
1.26 0.00
i
36)

06/30/95 11:18 F.aX 0002
4 2-
ANIMAL WASTE MANAGEMENT PLAN CERTIFICATION FOR EXISTING FEEDLOTS
Please return the completed form to the Division of Environmental Management at the address on the
reverse side of this form.
Name of farm (Please print) :UO u- ULM f w►. (-2 KPc�j
Mailing Address: e»
L►e, G Ern ., 4 RZLS-1 Phone NO • l -
Coup (of farm): A,!z�
Farm location: Latitude and Longitude: —Z=` " (required). Also, please attach a
COPY of a county road map with location >l entified.
Type of operation (swine, layer, dairy, etc.) : e5- 7V Z24i,4
Design capacity (number of animals) :u
Average size of operation (12 month population avg.):
Average acreage needed for land application of waste (acres) : C .
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant
to 15A NCAC 6F .0005, I certify that the existing 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 storinwater runoff events less severe
than the 25 - year, 24 - hour storm.
Name of T
Affiliation (Ag y
Address (Agency),
When checked, see reverse side of form for conditions/exceptions.
ethnical Specialist (Please Print):
enc )• /fZAA _A/Qi C
Owner/Manager Agreement
I (we) understand the operation and maintenance procedures established in the approved animal waste
management plan for the farm named above and will implement these procedures. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of Environmental Management
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to surface waters of the state either directly through a man-made conveyance or through
runoff from a storm event less severe 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 er (P Print • a coG I Ar5 i e m v
Signature: Date:
Name of. Auger, if fferesrt frampwne�r (P ease print): u 1
Note. A change in land ownctahip requires notification or a new cettire on (if the approved plan is changed) within 60 days of a title transfer.
DIM USE ONLY: ACE#

REVISED
Plan Amendment to Include S&WCC Chronic Rainfall Practices and Standards through March 31, 2000
This revised plan amendment only applies when a S&WCC Chronic Rainfal-t'Plan Amendment was completed by -December 31; 1999.
] 01 A Discontinue use of previous plan amendment and revert to original CAWMP (skip to Facility Number).
- B [] Revise previous plan amendment. -
102 If new spray fields (including cropland, woodland or additional crops) were added in the S&WCC Chronic Rainfall Plan
Amendment, they may continue to be used after March 31 only if they are incorporated into the CAWMP by March 31,
2000. In no instance may waste be applied to hardwoods or pines that are located in jurisdictional wetlands or within 50
feet of a perennial or intermittent stream.
103' The PAN application amount for small ;rains and winter grasses to be harvested is limited to agronomic rates and is as
follows (add additional pages as necessary). The rate may not exceed 120 Ibs per acre unless additional data and
documentation from a designated Technical Specialist that supports a higher rate is attached. In no event may the rate
exceed 150 Ibs per acre:
Field ID Crop Type Soil Type PAN Rate
104 Waste applied during the period between January 12, 2000 and March 31, 2000 must be tested at least within 30 days of the
date of application, and as close to the date of application as practical.
105 This revised plan amendment supersedes the Plan Amendment to Include S&WCC Chronic Rainfall Practices and
Standards through March 31. 2000 dated 11/10/99 and applies on and after 1/12/2000.
By signing this plan amendment, the Facility Owner / Manager agrees to operate consistent with all conditions in the Soil and Water
Conservation BMPs for Animal Waste Manaaement Systems Impacted b Hurricanes Dennis. Flovd. Irene and other Chronic Rain
Events, as revised January 12, 2000.
Facility Number 6 -- b 4f �lM GW} F�4F�M
Facility Name
bouG�K kiM MzAl
Facility Owner / Manager Name (PRINT)
Facility 0 er /Manager Signature
Date
&VV1;z6E H. pelTblS
Technical Specialist Name (PRINT)
ch 'cal Specialist Signature
Date 03 F55 00
This revised plan amendment must be attached to the original "Plan Amendment to Include S&WCC Chronic
25
Rainfall Practices and Standards through March 31, 2000" with the on farm records, at the local Soil and
Water Conservation District Office, and a copy mailed to the Division of Soil and Water Conservation —
NCDENR, 1614 Mail Service Center, Raleigh, NC 27699-1614 by February 15, 2000.
' Certified as agronomic rates in accordance with items 1#4 and 6 of the Soil and Water Conservation BMPs for Animal Waste Management
Systems Impacted by Hurricanes Dennis, Floyd, Irene and other Chronic Rain Events, revised January 12, 2000
1 /13/2000

Swine Farm Waste Management Odor Control Checklist
^Source
� Cause
• Swine production
BMPs to Minimize Odor Site Specific Practices
� Vegetative
Farmstead
J� or wooded buffers;
® Recommended best management practices;
® Good judgment and common sense
Animal body surfaces
• Dirty manure -covered animals
,131 Dry floors
Floor surfaces
• Wet manure -covered floors
® Slotted floors; T
.® Waterers located over slotted floors; _
O Feeders at high end of solid floors;
O Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits
• Urine;
0 Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition
or scrape;
O Underfloor ventilation
Ventilation exhaust fans
Volatile gases;
0 Fan maintenance;
Dust
N Efficient air movement
Indoor surfaces
Dust
A Waslydown between groups of animals;
® Feed additives;
17 Feeder covers;
IN Feed delivery downspout extenders to feeder
_
Flush tanks
Agitation of recycled lagoon
ce+Mers
0 Flush tank covers;
liquid while tanks are tilling
p Extend fill lines to near bottom of tanks with
Flush alleys
Agitation during wastewater
anti -siphon vents
Cl .Underfloor flush-witlr underfloor ventilation
conveyance
Pit recharge points
Agitation of recycled lagoon
0 Extend recharge lines to near bottom of pits
liquid while pits are filling
with anti -siphon vents
Lift stations
• Agitation during sump tank
O Sump tank covers
_
filling and drawdown
Outside drain collection
• Agitation during wastewater
0 Box covers -
orjunction boxes
conveyance

BMWs to Minimize Odor Site Specific Practices
Source
End of drainpipes at
Cause
• Agitation during wastewater
9
Extend discharge point of pipes underneath
lagoon
conveyance
lagoon liquid level
Lagoon surfaces
• Volatile gas emissions;
21
Proper lagoon liquid capacity;
• Biological mixing;
2F
Correct lagoon startup procedures;
Agitation
M
Minimum surface area -to -volume ratio;
F1
Minimum agitation when.pumping;
O
Mechanical aeration;
O
Proven biological additives
Irrigation sprinkler
Hi pressure agitation;
fh P
X
Irrigate on dry days with little or no wind;
�=
nozzles
. Wind drift
gf
Minimum recommended operating pressure;
®
Pump intake near lagoon liquid surface;
O
Pump from second -stage lagoon
Storage tank or basin •
Partial microbial decomposition;
O
Bottom or midlevel loading;
surface .
Mixing while filling;
O
Tank covers;
Agitation when emptying
O
Basin surface mats of solids;
O
Proven biological additives or oxidants
Settling basin surface •
Partial microbial decomposition;
O
Extend drainpipe outlets underneath liquid
•
Mixing while filling;
Agitation when emptying
O
level;
Remove settled solids regularly
Manure, slurry or sludge e
Agitation when spreading;
O
Soil injection of slurry/sludges;
spreader outlets .
Volatile gas emissions
O
Wash residual manure from spreader after use;
O
Proven biological additives or oxidants
Uncovered manure, •
Volatile gas emissions while
17
Soil injection of slurry/sludges
slurry or sludge on field
drying
O
Soil incorporation within 48 hrs.;
surfaces
O
Spread in thin uniform layers Tor rapid drying;
O
Proven biological additives or oxidants
Dead animals •
Carcass decomposition
l$
Proper disposition of carcasses
Dead animal disposal •
Carcass decomposition
O
Complete covering of carcasses in burial pits;
O
Proper location/consiruction of disposal pits
pits
Incinerators 0
Incomplete combustion
0
Secondary stack burners

--
Cause BMPs to Minimize Odor Site Specific Practices
UVYI�.Y
Standing water around • Improper drainage; IN Grade and landscape such at water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads Farm access road maintenance
public roads from farm
access
Additional Information : — —
Swine Manure Management; 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage ; . EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program ; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Available From:
NCSU, County Extension Center
NCSU -BAE
NCSU -BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - Swine Extension
NC Pork Producers Assoc
NCSU Agri Communications
Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Source
Cause
Flush Gutters
Accumulation of solids
O
13
Lagoons and Pits
J • Crusted Solids
Excessive Vegetative
• Decaying vegetation
Growth
Feeders
• Feed Spillage
Accumulations of feed residues
0
Feed Storage
O
BMPs to Control insects Site Specific Practices
Liquid Systems
Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
Remove bridging of accumulated solids at
discharge
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.
Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
_ Dry Systems
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 -10
day interval during summer; 15-30 day interval
during winter).
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).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

r
Cits Cnnnifir Prsetices
Source --
Animal Holding Areas • Accumulations of animal wastes
and feed wastage
BMPs to Control insects.
(3 Eliminate low areas that trap moisture niuug
fences and other locations where'waste
accumulates and disturbance by animals is
minimal.
O 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
Accumulations of animal wastes O Remove spillage on a routine basis ke.g., 1 - I
Dry Manure Handling day interval during summer; 15-30 day interval
Systems during winter) wherb manure is loaded for land
application or disposal.
CI Provide for adequate drainage around manure
stockpiles.
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
rative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
For more inf
ormation contact the Coope
Raleigh, NC, 27695-7613.

Swine Farm Waste Management Odor Control Checklist
BMPs to Minimize Odor Site Specific Practices
Source
Cause
• Swine production
JS
Vegetative or wooded buffers;
Farmstead
21
Recommended best management practices;
®
Good judgment and common sense
Animal body surfaces
• Dirty manure -covered animals
N
Dry floors
Floor surfaces
• Wet manure -covered floors
®
Slotted floors;
JI
Waterers located over slotted floors;
O
Feeders at high end of solid floors;
O
Scrape manure buildup from floors;
O
Underfloor ventilation for drying
Urine;
O
Frequent manure removal by flush, pit recharge,
Manure collection pits
• Partial microbial decomposition
or scrape;
O
Underfloor ventilation
exhaust fans • Volatile gases;
Dust
indoor surfaces • Dust
Flush tanks • Agitation of recycled lagoon
liquid while tanks are filling
0 Fan maintenance;
R Efficient air movement
Washdown between groups of animals;
IJ Feed additives;
C7 Feeder covers;
® Feed delivery downspout extenders to feeder
oO*M _
O Flush tank covers;
O Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys • Agitation during wastewater O Underfloor flush.with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon )� Extend recharge lines to near bottom of piss
liouid while pits are filling with anti -siphon vents
Lift stations • Agitation during sump tank O Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater O Box covers
or .junction boxes conveyance

Source
End of drainpipes at
lagoon
Lagoon surfaces
• Agitation di
conveyance
Cause�
wastes
ae�_ (•.. ...f:w Pin of i.•p[
BNps to Minimize Odor -......,.-_•-._ -
a Extend discharge point of pipes underneath
lagoon liquid level
• Volatile gas emissions; 0 Proper lagoon liquid capacity;
• Biological mixing; (F Correct lagoon startup procedures;
• Agitation 1i Minimum surface area -to -volume ratio;
11 Minimum agitation when.pumping;
Cl Mechanical aeration;
❑ Proven biological additives
• pressure agitation; MT Irrigate on dry days with little or no wtna;
Irrigation sprinkler 1-lif� P g nozzles . Wind drift of Minimum recommended operating pressure;
IN Pump intake near lagoon liquid surface;
O Pump from second -stage lagoon
Storage tank or basin
surface
• Partial microbial decompi
• Mixing while filling;
• Agitation when emptying
Settling basin surface • Partial microbial decompo
• Mixing while filling;
Agitation when emptying
Manure, slurry or sludge • Agitation when spreading;
spreader outlets • Volatile gas emissions
Uncovered manure, • Volatile gas emissions
slurry or sludge on field drying
surfaces
O Bottom or midlevel loading;
O Tank covets;
O Basin surface mats of solids;
Cl Proven biological additives or oxidants
;ition; ❑ Extend drainpipe outlets underneath liquta
level;
O
Remove settled solids regularly
O
Soil injection of siuny/sludges;
❑
Wash residual manure from spreader after use;
O
Proven biological additives or oxidants
le O
Soil injection of slurry/sludges
❑
Soil incorporation within 48 hrs.;
O
Spread in thin uniform layers'for rapid drying;
Cl
Proven biological additives or oxidants
__:. • Carcass decomposition I$ Proper disposition of carcasses
w r'Ou all... •�
Dead animal disposal
pits
Incinerators
Carcass decomposition
• Incomplete combustion
O Complete covering of carcasses to ounai pus,
❑ Proper location/construction of disposal pits
CI Secondary stack burners

Source
Cause BMPs to Minimize Odor Site Specific Practices
Standing water around • Improper drainage; 03 Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly —maintained access roads Farm access road maintenance
public roads from farm
access ---— �_�
Available From:
Additional Information: -^-- NCSU, County Extension Center
Swine Manure Management; 0200 Rule/BMP Packet NCSU -BAE
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment;
EBAE 128-88 NCSU -BAE
Swine Production Facility Manure 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 -Swine Extension
Controlling Odors from Swine Buildings; PIH-33 NC Pork Producers Assoc
Environmental Assurance Program ; NPPC Manual NCSU Agri Communications
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension

Insect Control Checklist for Animal Operations
('Huse
BMPs to Control Insects Site Specific Practices
Jour�e
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.
Decaying vegetation Maintain vegetative control along banks of
Excessive Vegetative y g g lagoons and other impoundments to prevent
Growth accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage O Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
Ef Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
Feed Storage
Accumulations
feed residues O
A
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).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

Q:wo Cnnrifir Practices
Source
Animal Holding Areas • Accumulations of animal wastes
and feed wastage
BWS to Control insects.
I] Eliminate low areas that trap motsturc a,uur"
fences and other locations where waste
accumulates and disturbance by animals is
minimal.
l7 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., I - IV
day interval during summer; 15-30 day interval
Systems during winter) wher6 manure is loaded for land
application or disposal.
0 Provide for adequate drainage around manure
stockpiles.
O inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
artment of Entomology, Box 7613, North Carolina State University,
For more information contact the Cooperative Extension Service, Dep
Raleigh, NC, 27695-7613. `

source
Cease
Mush gutters
goons
Pits
Accurnulatio
n of solids
Ci'uste d
Excessive Vegetative
growth
d
Decayr 19 vegetation
Feeders
® Feed spillage
fle - NO verrtbez 11, 1996
page 1
insect Control Checklist
� �� Peratlon,
f0
LN]
LJ Maintain ve an 30 Aerce osuthan 6 t g inchesCrustin
lagoons getative nt face o s
ns and other • control al accumulation of i�p0und °ng banks of �
water, e ments to
dge on imX�ourd vegetative mat pre"erit
171ent'S PIve Mt tter along
Drys o s stela
(e Perate, and
g'' bunkers and trot,maintain feed s
accurnulatio ghs) to Ystems
® clean n of dec rninir SY73zvze file
day'.up Spillage O ayrng wastage
nterval durin n a routine
durrn basis (e 7
g winter) g summer; 15- to g•' 10-
- to
3p-day interval
UIn ell
� olush system isade steraas
remove accuinula d d and °Perated designed
solids from gutters
cientl
--R ha vc blidging of gutters as Y
r e
1%faintafn 1 accumulated Solids at
Pest breeding settlirr
Of solid d11jg is �' basins
over s to a depth apparent to rniniiluze Pits Where ----
Ore
mth no m the
Nte

Insect Control Checklist for Animal Operations
-- Source Cause ��
BMPs to co
utroIl Insects-
_-- • Site S eciffic Practices
Flush gutters Accumulation of solids
Lagoons and pits Crusted solids
Excessive vegetative • Decaying vegetation
growth
_ Liquid Systems
—®--hush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
® Remove bridging of accumulated solids at
discharge
® 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 S inches
over more than 30 percent of surface
® Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Feeders - — Dr Systems
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 storage Accumulations
BMPs to Control Insects Site Specific Practices
of feed 17
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)
®
Inspect for and remove or break up accumulated
Animal holding areas Accumulations of animal ®
solids in filter strips around feed storage as needed _
Eliminate low areas that trap moisture along fences
wastes and feed wastage
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 ®
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
0
Provide for adequate drainage around manure
stockpiles
®
Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling 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 (MRCS) _
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 Iisted 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.
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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:
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2) local SWCD office, phone number:
3) local NRCS 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.
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