960137_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality M K 2 8 2019
Division of Water Resources
Animal Waste Management Systems r n'r1nn:, o?eiu^«1� e fi
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: 96-0137 Certificate Of Coverage Number:
2. Facility Name: Rand Grar's Isolation Farm
3. Landowner's Name (same as on the Waste Management Plan): Rand Alan Gray
4. Landowner's Mailing Address: 279 Cir Dr
City: Pikeville State: NC
Telephone Number: 919-778-7700 Ext. E-mail:
5• Facility's Physical Address: 6450 Wavne Memorial Rd
City: Pikeville State:
6. County where Facility is located: Wad
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"):
10. Operator Name (OIC): Randv Alan Gray
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
NC
AWS960137
Zip: 27863-9042
Zip: 27863
Phone No.: 919-222-7701 OIC #: 985730
Allowable Count
840
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses- Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wets
Non Laying Pullet
Layers

ROY COOPER
Governor
MICHAEL S. REGAN
secrerary
LINDA CULPEPEER
DYr"for
NORTH CAROLINA
Environmental Quality
February 27, 2019
Randy Alan Gray
Randy Gray's Isolation Farm
279 Cir Dr
Pikeville, NC 27863-9042
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at htt s://deg .nc. ov/about/divisions/water-resources/water- uali -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 our continued covera State Non -Discharge General Permits you must submit an a pliontinn for
permit covera a to the Division. Enclosed ou will find a Itiaguest for Certificate oovera a Facili 'l- urrently Covered. —by —an
Ex irin� State Non-Dischar a General Permit." The a lication form must be completed. si w ed and returned b • AA EL1, 19.
Please note that you must include one 1 co v of the Certified Animal Waste Mana ement Plan CAWMP with the
com leted and si ned a lication form. A list of items included in the CAWMP can be found on a �e 2 of the renewal
a hcat� ion 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 $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Washington Regional Office, Water Quality Regional Operations Section
Wayne County Soil and Water Conservation District
AFOG Section Central Files - AWS960137
Na th Caro na i7eca tre,tof € qvrormenta ,ua v, I D us0n OfWat=_r RC-SoucD=s
D 512 N. -Sa sbu n• St. .a$ has Sary•-enter I Ra e , North Caro ra 27S913-1c^Zc.
� 1� er
_1n 7,D7 :9."t^,,r3

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
IG
6/17/1997
f`
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 by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

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
dd]be by a principal executive officer of the corporation):
Name: 22'i1 L Ti a e�v V Title: �7�?
Signature: r Date: 3 — A' — T /
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, 201E
Aortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
® Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.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.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
® ® A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
a 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).
aMass 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
Za
Date

.�-;: ASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Thursday, January 02, 2003
Producer : Randy Gray
Farm Name:
Telephone # :
Type of Operation :
RG Hog Farm
279 Circle Drive
Pikeville,NC 278M
[phone]
Feeder to Finish Swine
Number of Animals: 840 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.
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient contents of the waste. Do not apply more nitrogen than the crop
can utilize. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and avaialable water holding capacities. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special pre -cautions, waste may be applied to land eroding at up to 10 tons per acre per
year. Do. not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed under
DEM regulations. Wind conditions should also be considered to avoid drift and downwind
odor problems. To maximize the value of the nutrients for crop production and to reduce the
potential for pollution, the waste should be applied to a growing crop or applied to bare
ground not more than 30 days prior to planting. Injecting the waste or disking will conserve
nutrients and reduce odor problems. This plan is based on waste application through
irrigation for this is the manner in which you have chosen to apply your waste. If you choose
to inject the waste in the future, you need to revise this plan. Nutrient levels for injecting
waste and irrigating waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis report
from your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

AMOUNT OF WASTE PRODUCED PER YEAR
(gallons, ft3, tons, etc.)
840 hogs X 1.9 tons "aste/ho
9slYear = 1598 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODU
840 hogs X 2.3 Ibs PAN/hogs/year =1932 PAN/year CED PER YEAR
Applying the above amount of waste is a big job. You should
appropriate equipment to apply the waste in a time)
pp y plan time and have
The following acreage will be needed for waste a y manner.
soil type and suface application. application based on the crop to be grown,
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD
SOIL TYPE NG PjIA _ CROP YIELD LgS AW _
AS
DETERMINING PHASE CODE COMM ACRES LgS AW
4907 1 WAGRAM 0-6% N/ACRE NACRE APPLIC.
4907 1 WAGRAM 0-6% 4.7 235 BC USED TIME
-
y 4907 2 WAGRAM 0-6% - SG 1 02.02 474. MAR OCT
4907 2 WAGRAM 4.7
BC 0 2.02 101 SEP-APR
0-6%
4907 3 WAGRAM 03 -6GRAM 0-6%% SG 1 44.7_ 0 1.98 4�. MAR-OCT
~4907 GRAM BC 50 0 1.98 99 SEP-APR
WA
4907 _ SG 235 0 2.15 505.25 MAR-OCT
WA0-6% 1 50
4907 4A WAGRAM 0 6% BC 4.7 235 0 2.15 107.5 SEP-APR
4907 SG 0 1.17 274.95 MAR-OCT
4B WAGRAM 0-6% 1 50 0 1.17
4907 46 WAGRAM 0-6% SG 58.5 SEP APR
1 50 0 1.17 58.5 SEP-APR
4907 5 WAGRAM 0-6% BC 4.7 235
4907 5 WAGRAM 0-6% SG 0 1.17 274.95 MAR-OCT
1 � 0 2.37
4907 6 WAGRAM 0_6% BC 4.7 118.5 SEP APR
4907 SG 235 0 2.37 556. MAR-OCT
6 WAGRAM 0�% 1 50 0 2
4907 7 WAGRAM 0-6% BC 4-7 119 SEP-APR
4907 SG 235 0 2 38 559.3 MAR-OCT
7 WAGRAM 0-6% 1
--- BC 4.70 0 2.45 122.5 SEP.APR
575.75 MAI
Indicates that this field is bein g rplanted ) or winter annuals follow
overseeded (i.e. inte TOTALS: 3278.93
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over
requirments. Beginning in 1996 the Coastal Zone Management
some eastern counties of NC to have a nutrient management plan that addresses all
applied while meeting the N
nutrients. This plan only addresses Nitrogen. Act will require farmers in
Page 2

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEAS
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROPCODE_ CROP
BC HYBRID BERMUDAGRASS-CONTROLLED GRAZED ONUNITS LBS N/UNIT
SG SMALL GRAIN OVERSEEDED TONS Sp
AC 50
Page 3

TOTALS FROM TABLES 1 AND
ACRES LBS AW
TABLE 1 — - _ �16.693,279
N USED
TOTALS:
AMOUNT OF N PRODUCED:
1,932
*—BALANCE
This number must be less than or equal to 0 in order to f
N produced. ully utilize the animal waste
Acres show in each of the preceeding tables are considered to be the us
excluding required buffers, filter strips along ditches, odd areas unable to b
perimeter areas not receiving full application rates due toe equipment able acres
acres in the fields listed may, and most likely will be, more than the a irrigated, and
tables. q Pment limitations. Actual total
acres shown in the
NOTE: The Waste Utilization Plan must contain provisions for periodic
sludge at agronomic rates. The sludge will be nurturient rich and will re
measures to prevent over application of nutrients or other ele land application of
will produce approximately 310.8 pounds of plant available nitrogen quire precautionary
sludge that will need a be removed on a periodic basis. This acres figure is PAN when
elements. Your production facility
broadcasting the sludge. Please be aware that additional g n (PAN} per year in the
equipment, may be needed when you remove this sludge, of land, as well special
See the attached map showing the fields to be used for the uti
APPLICATION OF WASTE BY IRRIGATION Ilzation of waste water
The irrigation application rate should not exceed the intake rate of the
irrigation such that runoff or ponding occurs. This rate is limited b initial
content, soil structure, soil texture, water droplet size, and or soil at the time of
amount should not exceed the available water holding capacity y al soil moisture
Irrigation nor should the plant available nitrogen applied 9y of solids. The application
P ty of the soil at the time of
crop. pp ed exceed the nitrogen needs of the
Your facility is designed for 180 days of temporary storage a
be removed on the average of once every 5.92 months. In no instanc
Of waste being stored in your structure be within 1 feetg and the temporary storage must
If surface irrigation is the method of land application fort a should the volume
of the top of the dike.
Producer and irrigation designer to ensure that an irrigation system
irrigate the acres shown in Tables 1 and 2. F his plan, it is the responsiblity of the
amounts of Nitrogen shown in the tables may
to apply the recommended rates and
y make this plan invalid.
The following table is provided as a guide for establishing applicatio
TRACT n rates and amounts.
FIELDSOIL APPLICATION
4907 >> 3, -4� ..j8, s, 6 AGRAM 0 6% TMPE CROP (fir APPLICATION
RATE ) AMT (inches)
4907
t,2.3,4A,4B,5,6,7 WAGRAMSG 0.60
* This is the maximum application amount allowed for the .1
BC 0.60
nitrogen allowed for the crop is not over applied. In many situations t i
soil assuming the amount of
amount shown cannot be applied because the nitrogen limitation. The m
application amount shown can be applied under optimums ' he a maximum
axlmum
soil conditions.
Page 4

NARRATIVE OF OPERATION
This WUP is written based on an irrigation design provided by Brock Irrigation and approved
by Dean Bingham, NRCS Civil Engineer. The irrigation design is attached as part of the
documentation.
Page 5

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
Page 6

component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste
other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or
drift from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments;. berms, pipe runs; etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced; as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon
berms and structures should be inspected regularly for evidence of erosion, leakage or
discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be adjusted
for optimum crop production amd maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
Page 7

23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
" Liquid Systems
Page 8

NAME OF FARM: RG Hog Farm
OWNER i 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 acres 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: Randy Gray
SIGNATURE:
NAME OF MANAGER (if different from owner):
SIGNATURE:
DATE: S = ? 5--
DATE:
NAME OF TECHNICAL SPECIALIST: George H. Pettus
AFFILIATION: Goldsboro Hog Farms, Inc.
ADDRESS (AGENCY): PO Box 10009
Goldsboro, NC 27532
please print
[phone]
SIGNATURE: DATE:
2� toS
Page 9

t/ !l / %/ �)�"�_ ✓'�G. s� / �,+` Gas , "z-J,� �
.RANDY ALAN GRAY
GURLEY County: WA
?istance nYNE
to nearest residece Date;
(other 6/17/97
LIVE
t• AVERAGE than owner):
WEIGHT (ALW) 450.00 feet
0 sows (farrow to
0 sows (farrow finish)
840 head to feeder) 1417
(finishing only) x -
0 sows (farrow x 522 lbs. _ 0 lbs
0 head t° wean) 135 lbs. _ 0 lbs
Describe otl to feeder) x 433 lbs. 113z.
other ; x _ -00 lbs
-- 30 lbs. _- 0 lbs
0 lbs
Total Av.er.a ---- 0
• MINIMUM REQUIRED ge. Live Weight =
TREATMENT VOLUME OF 11-3 0 0 lI�
jTolt�nle = LAGOON
Treatment 113400 lbs, x Treatment Volume
TTolume = 113400 c ALW = (CF)/lb. ALW
Cubic*feet 1 CF/lb. ALW
�• STORAGE VOLUME
FOR SLUDGE ACCUMULATION
Volume = 0.00
cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet
Inside top width )---------_
Top of dike (feet)----------- _ --- 355.0
Bottom elevation (feet}---------- ------ 74.2
Freeboard lagoon elevation-_-- 49:2
Side _slopes (feet)-----------_ ----
(inside ----------------- 39.2
lagoon}------ 1.0
Total design volume c-�--- 1. 5 1
u`ing Irismoidal formula
SSD1 SS �, ---- _/EN/END2 S�/SIDE1 SS c LENGTH y -- �_---
WIDTH
DEPTH
AREA OF TOP
LENGTH * WIDTH =
352.0 71 2
AR£A-F___n _ T_ _ 25045 ( AREA OF Top)
ti - O.�
LENGTH * WIDTH = f
325.0 44.2
AREA OF MIDSECTION14049 (AREA OF BOTTOM)
LENGTH * WIDTH
338.5 57.7
CU. FT, = IAREA TQp + 4*AREA 78058 (AREA OF MIDSECTION, 4)
(
25044,8 MIDSECTION) AREA BOTTOM) X
78058,1 +AR
14348,8 DEPTH/6
Total Designed Volume AI."
. Available =
176177 C.U. FT,

• TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
355.0
74.2 26323.3 square feet
Buildings (roof and lot water)
0.0 square feet
TOTAL DA Describe this area,
26323.3 square feet
Design temporar
Y storage period to e
5A• Volume of waste produced 180 days,
Feces &urine
Production in gal./day Per 135 lb. ALW 1.37
Volume = 113400 W/1
lbs• lbs.
(5B. Volume - 207144 gals. AoLr�27693.0ALW*1.37 gal/day 180 Volume of wash water cubic feet days
This is the amount
Of fresh water usedof fresh water used for
the lagoon water are accounted for plush washing floors or volume
system. Flush systems that recirculate
Volume = in 5A.
0 gal, ,K
Voltune = ~ - 180 days stora P
0.0 cubic
— — g_/7.48 gallons
fee+ _
ZF--
r�Znfa33 1n- "Xcess-c,f-
Use period of time when --
'� rainfall exceeds evaporation by largest
__._.._..._..___
180 days excess rainfall amount.
Volume = 8,2 in * � 8=2 inches
DA / 12 inches per foot
Volume = 17987.E cubic feet --

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches ,1 12 inches per foot * DA
Volume = 15355.2 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
27693
cubic
feet
5B.
0
cubic
feet
5C.
17988
cubic
feet
5D.
1-53.55
.cubic
feet
TOTAL 61036 cubic feet
6. SUMMARY
Temporary storage period____________________>
180
days
Rainfall in excess of evaporation===========>
8.2
inches
25 year - 24 hour rainfall==================>
7.0
inches
1.0
feet
Side slopes_________________________________>
1.5
1
Inside top length==_________________________>
355.0
feet
Inside top width____________________________>
74.2
feet
Top of dike elevation=======================>
49.20
feet
Bottom of lagoon elevation==================>
39.20
feet
Total required voltmie_______________________>
174436
cu. ft.
Actual design volume========================>
176177
cu. ft.
A -
Seasonal high watertable elevation (SHWT)===>
43.00
feet
Stop pumping elev.__________________________>
45.52
feet
Must he > or = to the SHWT elev.=======_===>
43.00
feet
Must be > or = to min. req. treatment el.=>
45.20
feet
Required minimum treatment volume===========>
113400
cu. ft.
Volume at stop pumping elevation============>
113559
cu. ft.
-
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
160822
cu. ft.
Volume at start pumping elevation===========>
160166
cu. ft.
Required volume to be pumped======..-=.========>
45681
cu. ft.
Actual volume planned to be pumped==========>
46607
cu. ft.
Min. thickness of soil liner when required==>
1.5
feet
7 . 99I GNP Tr : T •1 ,�� �- =✓ �,y v APPROVED PY • --
DATE:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: G�Pc . y�%r .��� c' �.�%' �.� / -' �:.y�
;`"�� -Sr � e /%y/l.,r/Y!-{' �n • �,•'J - tu. s- �' C n ray'�� � f" _ �=�'� ez^i c�� f e�rr'�-v���

SHEET 1 =12
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for*.
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volzune of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
.volume -mu-s-t .always be .-avail.abl.e..
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the out -let pipe is not installed at the elevation to
begin pumping, a permanent- marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order.to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
covered with effluent at all times. When pre -charging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
_-
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 47.55 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 45.52 . This temporary
storage, less 25 yr- 24 hr storm, contains 45681 cubic feet or
341691 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
S. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields a.d.i..ac.ent .tn . perennial streams., Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways,
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

CIL.or-: o- err - � . _r � `N�iTV C ;;BILE i�'
County: WAY--NTE
Distance to nearest residence Date
(other 6/17/97
1. AVERAGE than awner):
LITTE WEIGHT (ALW) 450,00 feet
0 sows (farrow to
0 sows (farrow finish)
840 head to x
feeder) 1417 lbs.
0 SOWS (farrow to `Y . _
(finishia wean) ng only) 522 lbs. 0 lbs
_
0 head (wean 135 lbs. _ 0 lbs
Describe other:feeder) �° 433 lbs. 113400 lbs
30 lbs, = 0 lbs
0 lbs
Total Aver a 0
2. MINIMUM REQUIRED ge Live Weight
TREATMENT VOLUME OF 113400 lbs
Volume = LAGOON
113400 lbs. ALW �
Treatment TTolume(gF);'lb, Treatment Volume(CF i Volume = 113400 ALW = ),lb. ALW
cubic feet 1 CF/lb. ALW
3, STORAGE VOLUME
FOR SLUDGE ACC
LrMLrLATION
Volume = 0,00 cubic feet
TOTAL DESIGNED VOLUME
Inside tap length (feet)
Inside tap width -----------
ToP of dike (feet)------------`_-------- 355.0
Bottom of elevation (feet)_________ _______ 74,2
Freeboard lagoon elevation (feet)-----___---- 49,2
Side slopes - ----
lopes (inside ------ _ 39.2
-� _ _ lagoon)--------- - - 1.0
Total desi~----_-- _ _--------- 1.5 1
gn valume using Prismo—, -- f miia--- _
SS/1.5 S,S/END2 SS/SIDE1 SS/SIDE2 y4 y
1., 115 LENGTH
1.5 1.50 WIDTH DEPTH
352.0 71.2
AREA OF TOP 9.0
LENGTH * WIDTH =
352,0 71,2
AREA OF BOTTOM 25045 (AREA OF TOP)
LENGTH * WIDTH =
325.0 44.2
AREA OF MIDSECTION 14349 (AREA OF BOTTOM)
LENGTH * WIDTH
338,5 57.7 -
CLr, FT. = [AREA TOP + (4 *AREA 78058 (AREA OF MIDSECTION * 4)
25044.8 MIDSECTION) + AREA BOTTOM]
78058.1 DEPTH/6
14348,g
Total Designed Volume Available = 1.E
176177 CU, FT.

'i TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
355.0 74.2 2630-3.3 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 26323.3 square feet
Design temporary storage period to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 113400 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 207144 gals. or 27693.0 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.
0.0 gallons/day 180 days storage/7.48 gallons
per I,
Vol -Lune = 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 = 8.2 inches
Vol -Lune = 8.2 in * DA / 12 inches per foot
Volume = 17987.6 cubic feet.

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 15355.2 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
27693
cubic
feet
5B.
0
cubic
feet
5C.
17988
cubic
feet
5D.
15355
cubic
feet
TOTAL 61036 cubic feet
6. ,SUMMARY
Temporary storage period____________________>
180
days
Rainfall in excess of evaporation=====______>
8.2
inches
25 year - 24 hour rainfall__________________>
7.0
inches
1.0
feet
Side slopes---------------------------------?
1.5
: 1
Inside top length___________________________>
355.0
feet
Inside top width____________________________>
74.2
feet
Top of dike elevation_______________________>
49.20
feet
Bottom of lagoon elevation__________________>
39.20
feet
Total required volume_______________________>
174436
cu. ft.
Actual design voltune________________________>
176177
cu. 'ft.
Seasonal high watertable elevation (SHWT)===>
43.00
feet.
Stop pumping elev.__________________________>
45.52
feet
Mu-c3 -t-bp nr—o- -t.he—EiWT eI.eJ = _ _ _ _ _ _ _ _ _ > .
43.00
f eet
--
Must. be > or = to min. req. treatment el.=>
45.20
feet
Required minimum treatment voltme=====______>
113400
cu. ft.
Volume at stop pumping elevation=====_______>
113559
cu. ft.
Start pumping elev._________________________>
47.55
feet
Must- be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
160822
cu. ft.
Volume at start pumping elevation=====______>
160166
cu. ft.
Required volume to be. pumped======_-_________>
45681
cu, ft,
Actual volume planned to be pumped=====_____>
46607
cu. ft.
Min. thickness of soil liner when required==>
1.5
feet
7 APPROVED BY
DATE:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
r�� t'"Gr'r.^. c l% uiY'-p ,�.w�: rerJ-.. r•t� ra."�,'',G ,-i- .. --e � ^rvrr t /��'����

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The vol-ume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when .pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 47.55 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 45.52 . This temporary
storage, less 25 yr- 24 hr storm, contains 45681 cubic feet or
341691 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, ement has the responsibility for enforcing this law,

FIELD SPECIFICATIONS
Johnny Gurley
193 Wilbert Lane
Pikeville N.C. 27863
[phone]
The lowest max'mum application rate (inches per hour) = 6
The lowest max�um application
XnOunt (inches per ligation cycle) = I.0
840 tOpPlllg hogs
gs produce 2.3 lbs of N
and Soybeans use 1521bs of per aiunal per year = 19321bs of
T7gation NPer acre N
Plan effectively irrigates - -�
cres X 152 lbs N -acres ��• �g per acre — 233-fibs of N
This formation was provided by WUP

Traveling Irrigation Gun Settings
Travel speed = 2 fpm
Application rate = .36
Lane spacing = 165 1-'-
Wetted diameter = 225
Gun make and size = Nelson 100
Nozzle size = .5 '--
Operating pressure at gun = 70 psi,'-'
Operating pressure at reel = 84 psi(!
Operating pressure at pump = 91 psi
Arc pattern = 180
Flow rate of sprinkler = 60 gpm
Pump power requirement (bhp) = 5
Total acres covered (effective) = t"7 S �o 9
Traveler make and model = Cadman 2250
Hose length = 700'
Hose diameter (ID) = 2.25"
Speed compensation = mechanical
Hydrant number
Effective Length
Effective Width
Acres Covered
1
--11-7- .5 2� `
172
ZF, 0?
2
-5iT S 4� 9 r
165
165
4
(a 9
165
--2:34- 21, 3
5 ��ot
6
165
165 26 2, 3 g
172 __2_ 8-2. t -�

Brack Equipment Co.
PO Boa 100
BAIL EY9 N.C. 27807
Phone [phone]
Fax [phone]
January 26, 1999
Johnny Gurley
193 Wilbert Lane
Pikeville, NC 27863
[phone]
Dear Mr. Gurley,
The installation of your irrigation system is complcte. All work is in
accordance with the approved design. The system has been pressure tested
and works according to MRCS specifications and standards. The system has
been inspected and approved.
Thank you for your assistance and we look forward to working with you
again in the future.
Sincerely,,/
G�
Lee Brock
At'orl
alP Corr i)Ur� 7'�,r- V--&r5 `k,s 1�,64rL
A

UNITED STATES NATURAL FED. BLDG., RM. 108
DEPARTMENT RESOURCES 134 NORTH JOHN STREET
AGRICULTURE CONSERVATION GOLDSBORO, NC 27530
SERVICE 919-734-0961
SUBJECT: ENG - Irrigation System Plan
Johnny Gurley Farm
Wayne County
TO: Grover Hood
NCACS Technician
Wayne County
DATE: January 11, 1999
FILE CODE: 210
I have reviewed the stakeout of the subject irrigation system as
staked by Brock Equipment Co. There were some problems with the
layout but they have now been corrected. The irrigation design and
stakeout by Brock Equipment Co. now appears to meet the minimum NRCS
requirements.
,44'w
X .
Dean K. Bin -am
Supervisory Civil Engineer
cc: Patricia Gabriel
Karyn Pageau

UNITED STATES NATURAL FED. BLDG., RM. 108
DEPARTMENT RESOURCES 134 NORTH JOHN STREET
AGRICULTURE CONSERVATION GOLDSBORO, NC 27530
SERVICE 919-734-0961
SUBJECT: ENG - Irrigation System Plan
Johnny Gurley Farm
Wayne County
TO: Grover Hood
NCACS Technician
Wayne County
DATE: August 7, 1998
FILE CODE: 210
We have reviewed the revisions to the irrigation system plan for
Johnny Gurley's 840 head feeder to finish swine operation as furnished
by Brock Equipment Co. And Brock Irrigation. Please contact me when
the system is staked for our review.
Dean K. Bing am
Supervisory Civil Engineer
cc: Karyn Pageau
Patricia Gabriel

UNITED STATES NATURAL
FED. BLDG. RM. 108
DEPARTMENT
AGRICULTURE RESOURCES 134 NORTH JOHN STREET
CONSERVATION GOLDSBORO, NC 27530
SERVICE 919-734-0961
SUBJECT: ENG - Irrigation System Plan
Johnny Gurley Farm
Wayne County
TO: Grover Hood
NCACS Technician
Wayne County
DATE: July 20, 1998
FILE CODE: 210
Karyn Pageau and I have reviewed the irrigation system design by Brock
Equipment Company for Mr. Gurley's 840 head feeder to finish swine
operation. Attached is a list of a few items that were missing from
the plan or need to be revised.
Please contact me once the system has been staked by the irrigation
designer for our review. At that time we can review the additional
requested items unless you prefer to send -them to me ahead of that
time. The staking is to include the location of the mainline,
hydrants, site post locations at end of pulls, pumping unit, and any
Obstructions planned to be removed.
Dean K. Binghn
Supervisory Civil Engineer
attachment
cc: Karyn Pageau
Patricia Gabriel

Johnn Gurle Farm
knimal Wastewater Land Application System Plans
Items Needed: (corresponds to numbers on "Design Check List")
Please send a copy of Cultural Resources Request Form: to the Area Offrce.
4) Irrigation Design Parameters
-D- Computations for spacing of hydrants and lines is 73.3% as opposed to recommended 70%
5) Pump and Power Drive Requirements
Computations for minor losses through elbows, valves, and other fitting (assume 5%) is
missing
Computations of the Net Positive Suction Head Available (NPSHA) are missing. Insure
that NPSHA is /greater than NPSHR '(Net Positive Suction Head Required).
i5 Did �d
O q,S�� r1 �c '��-e ✓ w�c G Lt fr'c�C �� r'� O 1 z
r �

TO:
rsa
V 1 . — a :tea
SS, b `i' (ver. 2/98)
EW
REQUEST FOR CULTeU I mo In ormationEE.xRempt)
(This document is Fre
l mbia SC 29201
Jim ERarite, CRS, NRCS, 1835 Assembly St., Room 950, Co u
ph, [phone] FAX [phone]
1 S' County:
�Lek
rs Name(s):
s r 'r rt A • �'''
'ractice(s): �nfr ; s bur!
Of Practice(s):
i Dd
a of Ground Surface Visible:
of Ground Cover: 1 Y _ 4C,
worthy Characteristics (i.e. soil drainage terrain)* -
A b i L
ne of USGS Quad(s): o map and clearly note the Iocation(s).
ach a photocopy of the practice area takes from a top
cultural resources (prehistoric or historic) are known to exist in the immediate vicinity of the practice
ny c ue k
Qfly describe:
J,rr
e 5 co w s ha < (ret it � ' �n J %,r711 iR 0I t'
,.! Q-LS o-i.s--c�.n - �� 9 µou-.�� 1/z irn; Jt
1 Cwi� you acquire this information. �
jiltural resources are present, how did
National Register of Historic Places
ecoilections of customer and/or adjacent land owner(s).
Historian, museum, or historical society.
Visual cues, such as artifacts, buildings, chimneys, walls, rfoundations/footing other
landscape
pe eatures�etc.
or other landscap
bridges, abutments, depressions, mounds, earthworks, C'K�. OR Specialist
b survey will be conducted by (circle one):
. Staff 7
r e
e of contact person submitting this request:
------------------------- ER# �--
BE COMPLETED BY SHPO AND/OR CRS)
archaeological sites have been previously recorded within the APE of this practice.
ments: 2 'h Q1
K
IL
e� -k
rAM,- ,s n!n A C A
lfer►�ocX e
k&-s K
nature:,
The Natural Resaxoes Cr4ation Service works hae+d-;n-t aM with
the American people to 001 em natural resourees Orr private Lands.
1� 1 �W,
1a GtLo
t VOL�e i'O 0.b� GL SJ►L Ty��'r
It b ut i5 1°e f i Dater
I
AN EQUAL OPPORTUNITY EMPLOYER
/a

UNITED, STATES STATE OF NORTH CAR,
Dx-?ARTMENT OF THE INTERIOR s� DEPARTMENT F NATURAL
GEOLOGICAL SURVEY �` �`�� -� RE»°5z'3o'
AND COMMUNITY DE1,'ELOI 35°30'i 400 _ RALEIGH, NORTH CAROL
� E °41 '42
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VVAYNE COUNTY NORTH CAROUNA -- S-,E-T NUMEER 12

Irrigation System Operation
Traveler
Start-up:
1. Tow machine to held.
2. Connect supply ]lose to field hydrant and traveler.
3. Open hydrant.
4. Start pump and run at idle until water is coming out of gun.
5. Slowly increase throttle to the desired pressure.
6. Start traveler engine, engage reel, and set at the desired speed.
Shut -down:
1. Slowly decrease throttle on pump and shut off.
2. Shut off engine on reel.
3. Shut,hydrant off..
4. Disconnect supply hose.
Winterization:
1. Remove suction assembly.
2. Remove discharge hose and supply hose.
3. Remove drain plug on the bottom of pump.
4. Remove cap on bottom of gun cart.
5. Blow reel out with air compressor.
6. Check antifreeze in engine.

k wi
44 4f F��
44(-FM A� • T . !, , 4 1 1
---- ------ .. . ...

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator. Name: 1rN Gj � 2 /'�
Address: g 3 jc(! ��Z4C>7" L nr County:
L GCS r I . C, , oe' T r'� Date: Telephone: - 7 7d' - 3 4� -T�a
TABLE I - Field Specifications
3Total Geld acreage minus required butler areas.
Refer to N. C. Irrigation Guide, Field Office Tectmical Guide, Section 11 G. Annual application must not exceed the agronomic rates for the soil and cro used.
p
EXHIBIT D-1
mnrc *1r

TOTAL DYNAMIC HEAD
si
feet
Elevation dif. from water to CL of pump-
1.732
4
Elevation of nozzle-
2.165
5
Elevation dif. between CL of pump
and high point in field-
Sprinkler discharge pressure-
70
161.7
FL in pump suction assembly-
2
4.62
FL in pump discharge assembly-
2
4.62
FL. in traveller hose** -
11.32
26.14
FL in supply line** -
1.30
3.01
TDH-1
BRAKE HORSEPOWER
BHP = [Q*TDHII[3960*Epj
where,
BHP = power required to drive the pump (hp)
Q = flow rate (gpm)
TDH = total head the pump operates against (ft)
Ep = pump efficiency (decimal form)
IF Q = 60 gpm
T D H -: 3 G ; ft
and Ep
then BHP = 7 hp
Brake Horse ower = Z horsepower
MAR 2 8 2019
%-1011m,i ^rmp'l;, sue+

TRAVELING IRRIGATION SYSTEM
CALCULATIONS
TRAVELING IRRIGATION GUN APPLICATION RATE
I =((96.3*q)/(3.14*(.09*r)^2))*360/w
where,
I = approximate actual application rate (iph) IF -
q =discharge (gpm) q - 60.00 gpm
r = wetted radius (ft) r = 112.50 ft
w = portion of circle receiving water (degrees) and w = 180.00 degrees
ApI2111cation Rate = 0.36 inches per hour
TRAVELING IRRIGATION GUN APPLICATION AMOUNT
d = 0.605*q)/(I*s)
where,
d = gross application (in)
q = sprinkler discharge (gpm)
I = travel lane spacing (ft)
s = travel speed (fpm)
Total A lication Amount = 0.29 inches
VELOCITY IN A PIPELINE
v = [0.408*q]/d^2
where,
v = velocity of water (fps)
q = flowrate (gpm)
d = inside diameter of pipe (in)
Veloci of Water = 1.53 feet per second
then I = 0.36 iph
IF q = 60.00 gpm
I = 165.00 ft
and s = 2.00 fpm
then d = 0.29 in
IF q = 60.00 gpm
and d = 4.00 in
then v = 1.53 fps

FRICTIONLOSS
IN SUPPLYLINE AND/OR TRA VELER HOSE
FRICTION LOSS IN SUPPLY LINE
FL =[(0.2083*(100/C)"1.852)*[(Q^1.852)/(DA4.8656)]*(L/100)]*.433
where,
FL = friction loss in supply line (psi) IF c = 150
c = roughness coefficient Q = 60 gpm
Q = flowrate (gpm) D = 4 in
D = inside diameter of pipe or hose (in) and L = 1325 ft
L = length of supply line or hose (ft)
Friction Loss in Su I Line =
FRICTION LOSS IN TRAVELLER HOSE
then FL = 1.30 psi
1.30 psi
(if solid set ... enter 0 for gpm )
FL =[(0.2083*(100/c)^1.852)*[(Q^1.852)/(DA4.8656)]*(L/100)]*.433
where,
FL = friction loss in traveler hose (psi) IF c =lift
c = roughness coefficient Q =gpm
Q = flowrate (gpm) D = in
D = inside diameter of pipe or hose (in) and L =
L = length of supply line or hose (ft)
then FL = 11.32 psi
Friction Loss in Traveller Hose = 11.32 psi

f �
THRUST
BLOCKING
AD ','END
AND TEE-—
(2 0 0
X
16.2) / 1200 = 2.7
"ELBOW
a;
= (200 X
23.o)
/
1200 = 3.8
6,:.
DEAD END
AND TEE _
(200
X
34.8) / 1200 = 5.8
.�90 ELBOW
= (200 X
49.2)
/
1200 = 8.2

r
Handlin and Installation of PVC Plastic Pi1i(,
Temperature has a major effect on PVC plastic pipe. As temperatures
approach freezing, the flexibility and impact resistance of PVC plastic
Pipe is greatly reduced. At low temperatures when joining solvent weld
pipe, a longer time is required for the glue to set. Generally solvent
weld pipe should not be joined at temperatures below 400F. At high
temperatures pipe becomes more flexible and set-up time for the glue -is
greatly reduced.
When pipe is stacked, it should not be placed in piles more than
five feet high. Occasionally out -of -round pipe will result from stacking.
In warm weather, once the weight is removed, it will rapidly assume a'
round shape. In cold weather, several hours may be required for the pipe
to return to the original shape.
Sunlight can have an effect on the pipe, especially in.colors other
than white. It may warp and exhibit a snaking effect. When left in the
sunlight for long periods, the color may fade and the pipe will harden
at the surface causing a loss of impact strength. Discolored pipe should
be handled carefully during installation. If pipe is to be stored out-
side for long periods of time, it should be covered with a cover of
opaque material, not plastic, and air should be able to circulate under
the cover.
Gaskets should be stored away from excessive heat and solvents.
Some pipe comes from the manufacturer with the gaskets installed.. If the
pipe is not to be installed immediately, the gaskets should be removed
and stored.
When installing gasket pipe there are several simple ..steps to follow
that will ensure leak -free joints.' The gasket or ring groove should be
cleaned of foreign materials. The gasket should be properly installed.
Ample lubricant should be placed on the male pipe end, the pipe aligned and
the male end inserted into the female end. Some pressure:will be required
to force the male end to the correct depth. There will be a reference
point to indicate the required penetration depth. If penetration is not
deep enough the joint may leak; and if penetration is too deep, there is
not adequate room for pipe expansion. Once the joint is made, the pipe
being installed should be rotated to ensure that the gasket is not pinched.
Gasket pipe may be connected in the trench - +►,o ground beside the
trench and then lowered into the trench. If the latter is done, check
each joint to ensure that penetration is correct. If it is necessary to
cut pipe, either a PVC pipe cutter or a miter box with a carpenter's
fine-toothed handsaw should be used. For gasket pipe, it will be necessary
to bevel the pipe, usually at an 80 angle, at-complished with a special
rasp or file. For solvent weld pipe, burr,- chips and filings should be
removed from the outside and inside of the pipe and it is preferable to
slightly bevel the outside circumference.
Fittings for gasket pipe may be plastic cr steel. The trend in
the industry ins. Tee are
manufactured today -is byseo
veralcompaniepoxy use coated steel t
es(MccDowell,Pierce,Davis, etc•) and can
M,E
I$-

Irrigation Water Conveyance'430-DD-3
The ratio of air -release valve diameter to pipe
diameter for valves intended to release air when
filling. -the pipe should not be less than 0.1.
However, small -diameter valves may be used to
limit water hammer pressures by controlling air
release where control of filling velocities Is . .
questionable. Equivalent valve outlet diameter of
less than 0.1 are permitted for continuously
acting air release valves. Adequate vacuum relief
must be provided.
Air -release valves or combination air valves shall
be used as needed to permit air to escape from
the pipeline while the line is at working pressure.
Small orifices of these types shall be sized
according to the -working pressure and venting
requirements recommended by the valve
manufacturer.
Manufacturers of air vales marketed for use
under this standard shall provide dimensional
data, which shall be the basis for selection and
acceptance of these valves.
Drainage. Provislon-shall-be madefor
completely draining the pipeline if a hazard Is
Imposed by freezing temperatures, drainage Is
recommended by the manufacturer of the pipe,
or drainage of the line is specified for the job. If
provisions for drainage are required drainage
outlets shall be located at all low places in the
line. These outlets may drain Into dry wells or to
points of lower elevation. If drainage cannot be
provided by gravity, provisions shall be made to
empty the line by pumping or by other means.
Flushing. If provisions are needed for flushing
the line free of sediment or other foreign material,
a suitable valve shall be installed at the distal end
of the pipeline.
Thrust control. Abrupt changes in pipeline
grade, horizontal alignment, or reduction in pipe
size normally require an anchor or thrust blocks
to absorb any axial thrust of the pipeline. Thrust
control may also be needed at the end of the
Pipeline and at in -line control valves.
Thrust blocks and anchors must be large enough
to withstand the forces tending to move the pipe,
Including those of momentum and pressure as
well as forces due to expansion and contraction.
The pipe manufacturer's recommendations for
thrust control shall be followed. In absence of
the pipe manufacturer's requirements, the
following formula must be used in designing
thrust blocks:
2 a
A• - B sin 2
Where:
A = Area of thrust block required in e
H -Maximum working pressure in ft
0 m. Inside diameter of pipe in it 1
6 - Allowable passive pressure of the soil in
Ib/fta
a - Deflection angle of pipe bend
Area of thrust blocks for dead ends and tees shall
be 0.7 times the area of block required for a 90-
deflection angle of pipe bend.
If adequate soil tests are not available, the
passive soil pressure may be estimated from
Table 1.
Materials. All materials shall meet or exceed the
minlmum-requirements indicated In
"Specifications for Materials."
Plans and specifications
Plans and specifications for constructing high-
pressure underground plastic pipeline shall be in
keeping with this standard and shall describe the
requirements for applying the practice to achieve
its intended purposes.
Table I. —Allowable soil bearing pressure
O&M of cover
to canter of thn= block
Natural sail material 2 Pt 3 ft t tt g•n
Sound bedrock .... .-_._.......
8.000
10.000 10,000
10.000
Derue sand and gravel
-bawl (asatuned
0 -A01) ................ _......
1.200
i,&)o 2.400
3.000
Consm tine to costs. sand
(assumed 0 - 35 -) ........
aoo
1 zoo I , 650
2.100
slit " clay mi=Ure
(assured 0 - 25•) ..._...
Soo
700 95o
1.2W
soft dsY and ory-snit
soils (assumea
4 - 10') .......... .............
200
300 4-00
Soo
MAR 2'8 2m
T'1"wt1.1r?
SCS, January 1 gag

w
..: i
Figure 2. Anchorage blocks, -.for. in -line valves.
Table 1 is the forces encountered:at end plugs... -to calculate
forces encountered at bends, -tees and wyes, multiply the figure in
Table 1 by the factors given.in Table 2.
Table 1. Thrust'W at End Plugs
Thrust in lhs_ fnr test nrassura in nc
Pipe Diameter
inches
100 PSI
150 PSI
200 PSI
250 PSI
1 z
295
440
590
- 740
2
455
680
910
1140
21-2
660
990
1320
1650
3
985
1480
1970
2460-
4..
1820
2720
3630 -
4540
6
3740
5600
7460
93501"
8
6490
9740
13,000
16,200`,*
10
10,650
16,000
21,300
26,600
12
15,150
22,700
30.,200
37,800
14
20,600
30,800
41,100
-51,400'~"
16
26,600
39,800
53,100
*66,400
ff-19

DIAMOND e r>J PLASTICS
CORPORATION
IPS IRRIGATION PIPE
ASTM D2241
Stock Nominal ' Woight Outsldo
Ize er 00 ft
Wall Inaldo
Plocon Par
Foot Per
Foot Par •
k
oss 1ameter
Bundle
Bundle
Truckl �+
23
SDR - 41
100 PSI
;
LM 4" 4. M 4.500
.
6" 0 6.625
.110
4.280
63
1,260
20,160
M 8 " :0 8.625
.162
6.301
28/32
560/640
81400
M 10" .0 10.'750
.210
.262
8.205
10.226
15/10
300l20`0
4,840
M 12" t3 •0 t 12.750
.311
12.128
12
6/8
240 .
: 34420
120/160
•.2,100
SDR - 32.5
125 PSI
M 4" 0 4.500
M 6"
.138
4.224
63
1., 260
6.625
M 8" 4'r1 8.625
.204
6.217
28/32
S60/640
.20,160
8,400
8,400
M 10 "� 10.750
.265
.331
8.095
10.088
15/10
12
360/640
M 12" p 12.750
.392
11.966
6/8
240
120/160
3,420
2,100
SDR - 26
160 PSI
rt 2" 3" 2.375
M 6. 3.500
.091
2.193
204
41080
65,280.
M 4" ,�58�. 4.500 ,
.135
.173
3.230
4.154
88
63
1, 760
28, 160
M 6" 0 6.625
M 8"
.255
6.115
28/32
1,260
560/640
0,160
28,400
'M 10" i�2.7Q 10.750
0.750
.413
�
15/10
300/200
4,840
M 12" 7�2. 0 12.750
.413'
.490
9.924
9.924
11.770
12
6/8
240
3,420
120/160
2.100
SDR - 21
-•
200 PSI
M 2" :9.:9 2.375
M 3" 8; 3.500
.113
2.149
204
41080
65,280
M 4" 4.500
`�
.•167
.214
3.166
4
88
1,760
28,160
M 6" ;ql r ,e''.'
,," •$
.316
.072
5.993
63
28/32
1,260
20,160
8.625
M 8"
.410
7.805
15/10.
560/640
8 400
0.625
M 10" �• 0� ,..0. 10.750
.511
9.728
12
300/200
4,140.
M 12" ,' p 12.750
.606
11.538
6/0
240
120/160
` 3,100
2,100
Prices are subject to a firm policy of "Price in
effect at time of shipment
Possession of this page of a price list does not
constitute
on
regular purchase."
'Freight regulations Wor equipment may reduce
an offer to sell.
maximum footage
All prices 17.0.13, manufacturing Iocation.
per truckload.
L = normal stock item at Lubbock, Texas
M o normal stock item at Macon, Georgia
Joints Per Quart of Lubricant
(Furnished)
4'
85
6"
60
8"
45
10.
35
12"
25
15"
15
18"
12
21"
10
24"
8
27"
5
Additional Lubricant
Y N
12 Qt. per case
4 Gal. per case x` p.
►.r,wa:
2

j
IbS1IWi�s ti;+eiti�
w
Figure No. e
THRUST BLOCKS
1. Tees _
I k 2. Plugged End of Tee
J. 90' Elbow
4, End Caps or Plum
S. Valve
6. Steep Incline _ g .

Gen:e:ra•I. installation
11eco_nme n-dation s:
FOR GASKET PIPE
installation
Excavation, Laying, Testing, and Back -
filling Instructions are usually provided
by the•Engineer:in charge of the project.
Reference may also be made to Amerl-
can Society for -Testing and Materials
Standard, ASTM D-2774 "Recommended
Practice for Underground installation of
hermoplastic 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
s upport for the pipe, and bell holes shall
be provided for the bell and spigot joints,
valves, and other system components
that might act asa fulcrum. Whenmade
Through a rock cut, at least 4" of com-
nacted satisfactory bedding material
;hall be provided.
?. The trench depth shall place the plpe-
ine at least 6" below the lowest recorded
rost depth, and shall place the pipeline
i-pth "t least 30" below grade. .
'. TV anch width at the top of the pipe
: all've'as narrow as practical to allow
dequate room for Joining the pipe and
allow proper Compaction of the aldefill.
linimum trench width is normally con-
dered 12" plus the pipe O.D.
r'ipellnes shalt be cased, bridged, or
lherwise protected at locations where
:ey will be subject to heavy surface
ads due to shallow burial. Casing shall
•so be used in spanning creeks arid
:flies, extending 8 it. on either side of
a creek or gully.
ointing
The pipe shall be Jointed In the trench,
above ground, In accordance with the
Inting Instructions.
1; Is Important that the gasket be clean
d properly seated, the spigot end well
Jrlcated, and the bell and spigot ends
)ned correctly In both -Planes.
If Jointing Is done above ground, care
,,uld be taken when lowering pipe Into
trench that the depthot the joint entry
zalns correct, Check that the depth
•ntry mark CA the spigot ends is flush
I the face of the bell. Jointing of 6"
largo pipo Is usuallydono In tlio lronch.
AT — ) TIME should a back-hoo or
larfi Ice be used to assemble pipe.
Thrust Blocking
As with other push -fit rubber gasketed
Joints, the pipe will not lake end thrust
without restraints. Thrust blocks are
usually required at dead ends and
wherever the line changes direction of
30 degrees or more.
1. Thrust blocks shall be placed so that
the bearing,surface is In direct line with
the major force created by the pipe or
fitting. Concrete having a compressive
strength of 2000 psi Is the recommended
blocking material, and may be poured
between the simplest of forms and the
undisturbed earth bearing surfaces.
2. Thrust blocking size maybe calculated
as follows: .
a) Multiply the pressure level desired
for testing by the value shown In the
table for thrust on fittings:
Thrust in Pounds
45 22% Dead End
Elbow Hand or Toe
A'_
26.38
13.45
36.10
44.72
22.60
61.1869.47
36.42
95.0577.23
49.82
133.T0
b) Determine the bearing strength of
the soil from the following table:
HEARING STRENGTH OF SOILS
SOIL lb. per S% Ft.
Muck peat, etc.
Solt cle
0
1,000
Sand
2,000
Sand and aravel
3,000
band and gravel cemontod with cla
4,000
Hard shale
10,000
c) Divide the total thrust on the fitting
(step a) by the bearing strength of
the soil (step b). The result Is the
square foot of aroa noodod on lho
race of tho.thrust block
d) Thrust blocks should haunch the
pipe or filling, not encase It.
Backfilling
I. Place solect backflll and compact
under the haunch, along the sides of,
and over the top of the pipe to a com-
paclod doplli of of loa_sl t3 This backflll
shall bo soils that allow good compacllon
and placed In 6" layers, well compacted.
It shall bo froo of rocks, frozon clods, or
olhor hard objects.
ea
2. Tho final backflll may thon bo mado In
the usual manner, but care should be
taken not to dump large rocks or heavy
objects on the Initial backflll and plpellne.
3. if the Joints and fillings must be left
exposed while under test, backflll to
within one foot of each side of the joint
or fitting to prevent dellectlon of the
Pipe while under test pressures.
Testing
1. ALL AIR IN TH1.
E'PIPELINE SHALL BE
BLED OFF CAREFULLY WHILE FILLING
THE LINE WITH WATER FOR TESTING.
Entrapped air in the tine can cause ex-
cessive test pressures, .and create un-
necessary problems. Air shali•be. bled
off at .the high spots in the line. Air
removal may'also be accomplished'by
pushing a foam plug through the line by
Incoming water pressure.
2. Test pressures may be ,1.'h times the
designed operating pressure of the
plpellne, but shalt not exceed the maxi-
mum pressure rating of .the pipe.
3. After pressure test and acceptance
of testing, the uncovered Joints and fit-
tings shall be Initially backfilled with
well compacted soil, and then covered
with final backflll. -
4. Hydraulic pressure testing of the
pipeline shall be carried out initially at
Intervals not exceeding 500 yards and
thereafter at Intervals not exceeding
1,000 yards.
Radius Bends
Gradual change Qf direction may be
achieved by deflecting orcocking R'rBER
Joints a maximum of 3 degrees without
affecting the hydraulic seal cif the Joint.
Offsets are made only aftertb`e.stralght
In-Ilne assembly Is made. Deflecllons at
the Joint and minimum curve radli (it,)
obtainable are listed below:
Dearee of
Dollactlon
at the Jofnt Offset, Inches Radius, feel
4.2" 1.150,
8.3" 672'
12.3" 38V

be fabricated in almost any configuration: Some epoxy coated -fittings':
'include stacks and hydrants as an integral.part of the fitting.
Occasional,l•y it may, be necessary to,'connect :PVC plastic pipe to' steel:
or ,CA• pipe'. This connection fan' be'' made with .a c•qupl ing cal l ed ''a''• 1
transition or repair coupling • Tn=lime valves can' be -supplied with !
connections• •to gasket • pipe:
Thrust blockind is required for gasket pi e. ' Most thrust' blocks•••
will be concrete. Manufacturers.recommended thrust blocks at an.Y.1 '
change in -direction. greater. than,l0o..•,,Figure 1 gives an example,:of
different arrangements for• thrust bl.ocl. s
ail � .. . r' ,•', :: !i •', o,'
.. i1_ c .. . 'i'I Ir u ! •J,7 i,. •r't r.w; 1•P•:f y5 1. .•!.
Figure 1. Example of different arrangements for. thrust blocks.
J
}
M._

Table 2. Factors for Calculating Thrust W for
Elbows and Tees.
Elbows: 900 = 1.41 Tees = 0.70
600 - 1.00
450 = 0.76
300 = 0.52
22.50 = 0.39
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe Bearing Load
Soil. :l b/ft2
Mulch,, peat and similar - 0
Soft Clay 1000
Sand 2000
Sand and gravel ' 3000
Sand and'gravel cemented
with clay- :� 4000
Hard shale 109000
Thrust bl ock area (ft2) W -_ .Thrust (Tabl e 1 & Tabl e 2 ) -
17 of earing. s rengt a e 3)
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used 'to ensure that the correct size thrust blocks are
being used.
There. are a number .of' machines that "can be used to prepare the
trench for PVC plastic pipe.;. Soil types, moisture content, depth of
trench' required. and type and diameter Of -pipe must be considered.
Generally ,chain trenches, wheel'trenches,.backhoes, or vibrating
will be "used. for trench preparation. The'
e-vibrating plow can onlyplows
used for solvent weld PVC Pipe -and generally is limited to the smaller
diameter of -..pipe. -Under most conditions the chain trencher or wheel
trencher will be faster than. 'the' bac khoe. Where wide trenches for large
pipe . are required, the 'backhoe 'wi 11 be most sati sfactory. If soil
conditions permit, long stretches of open trench will expedite pipe
installation. However, if'rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in the -line at obstructions,
trenches should be curved within limits of curvature of the pipe.
-7-

on egch'alde._df the pipe to provlde'YLjfport CreB fro,h voids.
flual bickfill oHly ■ftek thb mililmuM depth of cover lima been
Care: it pitid4 be taken to avold defokmliij. dlsplaclnQ, or placed and. only with pipe havhtg wall thicknesses greated• than
datria{lit !tiii-olpe during tli6 phiie bf the opeistlop, 1. that of SDR-4i, ,, . ;, ,,.,... • , ,
0.4.1 Gih.Wril« Aftei pipeline leitln j, hnil 6ckfJl ihilt be S�CiIOfJ 7-S]SLCIAi CONSIDERAT10N5
placed ind, spread hi approximately, uhlform laytiri in such i . 1.1, Bill hold.• ltii• i'l16W bsi lClik Jakii. Wheri the pipe 681ng lrt-
mannwas tti fill the 6inch eonipletely li thdt, theii will be itd stalled ii pi6vided with idb6d , aisket Jolrits, bell holes thall be
unfilled'ipaces.under or about socks of lumps bf earth In the excavate4 jn the bedding mikeilal to illow for the unobstructed
back[Wi AFInal liack[lll shall be free of large rocks, frozen clods isseinbly lit khe Jolht. Care thouid be taken that the bell hole Is no
and other debris greater than 76 inm (3 In.) Ili diametek. boiling larger,titin nettisary is accomplish prdpei jolnt assembly, Wheh khe
equipment. or heavy tampers shbuld be Uiad kit 'ttirisolidate the • Jolht hatl'been thiddl the bell• hole lhtiuld be carefully Hied with
TABLE ii - TH1itiS•i` BLOCk1N(i AND ANCH01t3 Irbit t7j41)81tt;itdbNti 11tWO)L 'Ibis iiikLINEJ
•a, '' ' ' 81e1S Y i4tulttvly ijii iidilcllijt likei:iiiii i;k thi tilipiopilitivalua
*•fir y`,• iliii" (li HA fdllriarlil table to obUW katii klirust IA N• (Ib)t
{4�J.111 1 �, r� *, >�IPBIJ11lE THlftfSl' 1rACI'GILBY, •I• i
r4' ��°6•� f'iDd.8lsd ' "Iliiait�. 90e ,tie 22=1/2e
�'.6y�• lilt pi6i ' ''''1' or too klbow 1J1Soei Elbow
1-i/�• .3�•�'�.94 , i 4.16,:•. 2:26 �3.16• ,
2 60. .� ' `: ►.; 4.66 , 6.46 .,, 3.50. : 1.78
2.1/2 03.6 . , ,:'.8.86" 9.40. 5.10 2,
3 78E 9.$0', i8.9 7.61' 3.82
3•i/2 98:0 12.h i8.1 9.81 4.99
4 . 101.E I8.2 28.0 1214 6.31
6 127.0 24.7 36.0 18.9 9.63
6 162.4 84.0 40.2 26.7 13.6
8 203.i 0,0 1113.6 46.2 23.0
id "" 264.0 ol.d 180.0 70.0 35.8
12 ' '' 804.8 12D.0 182.0 08.5 50.3
+ Based do thrust lies kPi (lily liresiure
Blocking for 6roag may not be heeded with loos branch Imes.
Sley A. tieliriidiii thi biikln= itrenttth of the soil from the table
610* 1
iSEAftINd STIt$NGTlI OIr SOILS
.e
toils ifia bite iieiilnj Loadi
lb/142
kPa
Sound $lisle '
1D 000
47818
Ce'mehted Grivel maid 91,id
difficult to blck, ' •
d boo
101.6
Co4ri6 iifd find corn iAct Jiii(d•
3 000 -
143.6 . -
Medium Clay -Cart bi ipaded
9 000
95.8 -
Soft Clay
1 000
47.9
Muck
0
0
Step S. Divide the total thkiut obtiliied iri btep 1 by the baaring
strength bf the %oll to 161 the area tieeded, tn2•(!t2).
sln>, Tltltvsz` AL1'tltllA�•lc pltob�titlit$ :''.
NIA Sire Sidi Thrtut-per DeZroa•
lil • truri ib N
~"
1-112
88.1 6.1 ' 22.7
" 2
60.8 7.0 35.1
2-1/2
03.6 11.d 51.6
3
76.2 17.1 76.1
8-1/2
88.0 22.4 99.6
.r I�.f
••: 6
101.6 28.3* 126.9
117.0 43A 191.7
8
162,d 60.6. i.% 270.E
8
203.9 103.0 468.2
" 10
254.0 160.0 71117
12
304.9 ''' 226.0 1000.8
4
j llasa,d oti i1da thrust ber h89 1i (Ib0 pit) orb- per dagtee of
o.�. ���
NOTiti MuluDly
ild6 Wkiiit fro 'hi tib�li kiy"desjebi of dillectioh
iltne■ kPi (psi) dIvld'id
by i00,to obtalh total :ldi throat to N (lb).
`L

625
46
•
EQUIPMENT
THE
'►
CADMAN
J_
• TRAVELLER..'
f
300
SPECIFICATIONS
INSIDE
STANDARD
MODEL
AXLE
DIAMETER
LENGTHS
OF HOSE
AVAILABLE
2250
1
2.25"
700'
2625
1
2.625"
900,
3000S
1
3.04"
600'.
J
STANDARD FEATURES
• Honda 4 hp. OHV engine.
• Single chain drive on drum using
• Slewing ring turntable.
heavy duty traction pins.
• P205/65R15 tires on 2250.
• 3" x 5" tube frame.
• 9.50L-15 tires on 2625.
• Four (4) coats of paint.
• 9.50L-15 tires on 3000S.
• Best quality 2406 medium density hose.
• 4 gallon aluminum fuel tank.
• Flip down stabilizers on 2250.
Automatic gun cart stop.
• Gear driven telescopic stabilizers on 2625
• Hose build-up safety switch.
and 3000S.
• 3-wheeled gun cart.
• Disc brake to prevent hose recoil.
• Nelson SR-100 gun on 2250.
• Mechanical speed compensation.
• Nelson SR-100 gun on 2625.
• 2.5" x 25' feeder hose on 2250.
• Nelson SR-150 gun on 3000S.
• 4" x 25' feeder hose on 2625 and 3000S.
• Lift kit for gun cart.
•Speedometer.

3 7s'
7-
IN11 7,
.v
^-w
V
1rV . . ..... .
N
IZ
-I,;, -P
I 'n -
4 J�
Z,
I.- . ; .,
4
Jk�
4,
­7 '1., 'Y� %IX
CONSTRUCTION..-:-,
Single i
U� th end.'s'
or two stag6�pumps cast k6i
and 'a horizontal discharge facing' right when facing the
suction
s Pumps, are PUMP from the rear. The direction can.b&.''
rotated to left or
vertical by your dealen; The balanced -Impellers are C'asf iron
designed for tractor .'drives . and
i,,­-and have two 'replaceable wear rings -for each lmipeljer.-A.-�-:�.!:­..
are lded1l y su
ited for.a Wift.rahqe of Z. stuffing box seal. is standard equlpm.ent- A, dependable
J btepiAjO
irrigation ,.doplication's'incitiding gear box has hardened. helidal -spur gears funnihq in, -
oil. Some models -.ire'also water-cooled..
..igh'hebd'sncitiiiiallyreq6ir6'd for.'
U
M ation- , travellers:tr6i'16f supplied- has "iIiear- support bar which.
I he heavy'd
.16 Used to keep 4he PUMP from tipping over.backward.
Sta n*daed tires are 4.00 x.8.1he" pu Mips are supplied with"a
manuf
actures alto a complete P.T.O. shaft, hand primer and discharge check valve. All
tinge ofpumps for en
gine drive, appropriate sized N.P.T. -female coupling is supplied. for th"e"'
ldiftWi W "in-d"tub
r ne.
k'for details. OTE:Wewould lHighly recommend the use iolsafety shut -do
WrIf
switches for Our -,dp.T.o�pu p.-
M
_.tractor w.hen:usjng
�' Cadman Power Equipment Unllted,'WhoSe'polfey is one of continuous improvement
reserves the
he fight to change specifications, design or prices without incurring
r-'i •- ti ti'
Z
K1,
V I I W, iJ I zp), 0 0 0 -4 ZZ ZIp; ea X-1 {b 1 8 5 '2 10 04600"MW
E HOME

�DJ.`J VrU 1N v r1�,1tr U1CVIAN C.:E ' 1ABLES U.S.
UNITS
100 SERIES BIG GUNS - 240 TRAJECTORY"
100 T TAPER BORE NOZZLES
Nozzle
"b"
Nozzle
M.
Nozzle
Nozzle
Nozzle
Nozzle Nozzle Naxzle Nozzle
PS.I.
GPM DIA.
GPM DIA.
-6"
GPM DIA.
.65"
GPM DIA.
.7"
GPM DIA.
.76"
GPM DIA. GPM 6"
V.
Nozzle
DIA.
GPMS6" DIA. GPM
DIA.
GPM10" DIA.
r0
50 205
64 215'
74 225'
87, 235'
100 245'
115 256' 130 265'
150 273r 165
280'
204
70
60 225'
75„ 238'
88 250'
103 283'
120• 275'
136 .• 283'. 155 : • 295'
177 ,
300'
._
1
302'r 197
310'
243 338•
90
'-
68 ..• 245'
."
83 5 „ 258'
-
100 270' :117
283'
135 295'
155 306' 175 315'
201 r
326' 223
710
76 265'
92 278'
111 290'
r _
129 303'
_
150 315'
..r--.: • F..
` „
171
335'
274 362'
t
324' 195 335'''
Available only with F100 13 SR100.
222 344' 247
355'
304 380
100 R RING NOZZLES
100 DN DIFFUSER NOZZLES
PSI
.71 RING
GPM DIA
.77 RING .81 DING .86 RING .89 RING .93 RING .96 RING
GPM DIA GPM DIA O.6DN 0.7DN
,,
:,•,., •.,i•...:•.
GPM DIA GPM DIA GPM DIA GPM DIA PM
;:..,.._,..., .._..... „ s ,: ::.•. ..:. GPM DIA GP DIA
..•. M
O.8DN
GP DIA GPM
M DIA
40
66 208
A
li.m�:.�.rn+-�cw a(fs,:.rr'�# ......,., _.t,=.?:ar;'rwLiY "
78 212 91 215 103 224 118
60 :
81 235
, 235 734 238 152 242 45" 154...: 66 168 91 182 118 191
:.
t yn _......, .16� 244 '' S�f2f:5 a .. t„��aTaii�O ,
_
80
r.•
94r' 255
r.,
,�tn5n —
96 240 110 245 125 260 141 270 164 275 183 280 1�ii iiQ0_
A �oH1 iQ iewaf,Y-• ' ; ,�76:zc ae 152<u28Q i6i1 " ' '` '' i::; ::'y
•"189
1 10 200 143 21 t
'
: ,
117 265 127 275 145 2B5 163 300 305 211
: +.:u'
100
105 270
., 315
.,..I ..•
124 280 142' 295 162 3d5 r
•'r
.�Q.r
�.. "._ . :�, .,� .
.. 18 0- 212Y325-•236 33"
i130. ' :, ,;.:14 .5 . , •.:.1 Q :... :. 3
..3]4 ,.JB
"The diameter of throw is approximately 3% less for the 21" trajectory
angle, 6% less for 18"-
150 SERIES BIG GUNS - 240 TRAJECTORY"*
150 T TAPER BORE NOZZLES
Nozzle
.7"
Nozzle
8"
Nozzle Nozzle Nozzle Nozzle
Nozzle
9"
Nozzle
P.S.I.
GPM DIA.
GPM DIA.
1.0"
GPM DIA. GPM DIA. GPM DIA. GPM 1 2" DIA.
7 3"
60
110 265'
743 285'
,
.�� ✓$'
GPM DIA,
' ('i6fi
- "',:
1852�305' 2215' 275 345' 330 36 s'
:. '•... a7 - r ' r •
305 380'
b0
t 28 290'
165 3f0`
ctafr.t r.. _ :.. ........ v .. . , .,..... _
270 335- 280~ 355' 315 3?5' 38L' 395'
h 1r
..
•445 410'
143 310,
185 330'
.f
235 355' 290 • 375' 355 400' J51�IiIB
425
120_1
157, 330'
204 350'
258375'• 1
r
385420'' 465 440'
545 A60'
11FO R RING NOZZLES '-
Ain
.86
P.S.I. GPM
Rinp
.97
r in
R
1.08' •
R,,n 1.26
RingDIA.
`
R41 '
4DIA.
DIA.
;.
GPM DIA.
.'.280•;t.
GPM_ DIA.
1.34'
GPM1\ DIA. GPM GPM 13"DIA.
GPM 1
60 910 -i260'
-.,
�Af1�43,..
1B2 300'
ar.:• •, .., -:,_ ". x. .
225 315,
WL.4•101.
.I
BZ:Ita(Gf.H
-• 275 335' 330
80 728 280'
y1,"x�".�t270 F
165 300'
,.,• :.
f
210 320'
.: . .
. 260 340; 'a
315 , 360' 380 380'
445 395'
100 143 3D0'
185 320'
;e:+i
2:i5 340'
7C�lt�lhtii35 _r 1
F ,
n.120
..'
_
.335'
' '252rr:1:a360%-,
290 360' 355 380' 425 400'
500 415,
"The
157, 315,
204
320 380' .' 385 400' ,• 465 420'
diameter of throw Is approximately 3% less for the_21 ° trajectory angle.
545 435'
200 SERIES BIG GUNS - 270 TRAJECTORY"
200 T TAPER BORE NOZZLES
Nozzle
Nozzle
Nozzle
1.2"
Nozzle
1.3"
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
P.S.I.
GPM DIA.
GPM DIA.
GPM DIA.
GPM DIA.
1.4"
GPM DIA.
1.5"
GPM DIA.
1.6"
GPM DIA.
1.76'
GPM DIA.
1.9"
70
270 360'
Si+'
310 380'
37W1;L
355 395'
: 386,
' 6ytiiA1 ''-.
, i:rCxifi;ltiuA30.'il:.
r,-:.
GPM DIA.
90
110
O7kP1'
310 390'
340 410'
` 3f16 `'•
350 410'
Orl(1:i480,.r:`
390 430'
-
• ' � fi0,;reG:fO"�ir,
405 425'
r;..;. ,. Oaa
A45 450'
415 410'
'• ,. �
475 445'
u� 60flid
S25 470'
480 430'
S$ue:a ,, ,,
545 465'
7.51uivAflOCS
605 495'
555 450'
.. ,
90a.70dt.i
625 485'
630 465'
63si1d86"'`
715 505'
: `... b r
'
755 495'
-
855 1535'
7
945, .565'
890 515,
1005 555'
:
200
130
R RING
65ieiltlA90':...:: i:rSAS na.�66R'...,I ; •,< 695 515' 790 535'
301
70 425' 425 445' 485 465' S65 485' 655 515' 755 540' 860' 1025 590'
NOZZLES
1,10a 590'
1210 620'
1 '/," Ring
(11 MA actual]
M.
1 ��" Ring
(1.46" actual
1 %x" Rin,
(1.56" actual]
1 s%" Ring
(7.66" actual)
13/40 Ring
174"
1 rh" Ring
'
2" Ring
..
GPM
_
GPM DIA.
GP_M DIA.
GPM DIA.
( actual)
GPM DIA.
(1.83" aMual )
GPM DIA.
(1.93" aqua[)
„sD
250 340'
330 370'
65 ir390,>-410'47Ai,;;c:.425'
1'
..
GPM DIA.
'fi95
'• "r�.
." .n ,,; c: "_
385 390'
r l3u; r o 1.., " -, ,...:.
445 410'
, ,.. ..
',.....,.515 425,.
585 440'
455'
BO
•�.-
290 370'
.r. .. ..
"
380 400'
.. v' ram.••-y. iRr.,.lµ,•:;,:t....-.;
ursirYil
445 425.15
. .•� ,: ,:
440'
t ••,f,
'`g' .+..
590 455'
- r
675 470'
l.'i,' �
_
_
805' 49a,
.
325 390'
.. [KIr• r'.
425 425'
rs1'aic:w is�. dR r'.'?. .. �.yt.'F2`YIS6i.J4-'
500 445' .,...
,
75 465'...
575 465'
•..
-
660 4B0'
.,;.::�:•
---��»r+•-rrl"a'[�'
755 ' 500
-
900 520'
�
..-
355 410'
465 4•t 5'
54!i 465'
��5,
63
➢ i:Wl><'vFi.9.�atll.
'.$917r:.1r"r"'1
ti
:,.
.v. r ..:
is 'i `�': 'd•w�., .A,>
:.' ..:: , :.. ..,. '...,.-
.6 _ -,1
i' .� .: ...,.._ r;, ..::
,:.:� .72 5 500
025 520'
985 545'
..
' 1 ne diameter of throw is approximately 2% less for the 24" trajectory angle, 5% loss for the 21°,trajectory angle.
The BIG GUN2 performance data has been obtained under ideal'test conditions and may be adversely affected by wind, poor hydraulic entrance conditions
or other
Nelson Irrigation Corporation makes no representation regarding droplet condition, uniformity, or application rate.
[actors.

Brock Equipment 'r~`O.
P.O. Box 100
Bailey N.C. 27807
[phone]
Qua n'
D ri n Pri E h
Pri Tot 1
1
Cadman 2250 9000.00
9000.00
1
Caprari D2-50 PTO pump 3500.00
3500.00
1325
4" SDR 21 200 psi pvc pipe 1.00
1325.00
7
Field hydrants 235.00
1645.00
1
Lagoon hydrant 235.00
235.00
1
45 degree elbow 35.00
35.00
2
Air releases 75.00
150.00
Tax
148.90
Thrust Blocking
50.00
Labor
1725.00
Total 17813.90
Johnny Gurley
[phone]

41j

12-14-1995 1O:51AM FROM
P. 2
NPSHA Calcula&nS
NPSIA = Pa Hs-j*6Pvpa
14.3.33-2-.36
NPS!►. ` 5.61
There:
Pa = Atmospheric Pressure
Hs,= Suction Head
Hf= Friction Head
Npa = Vapor Pmssure
Lane Spacron
-165 is 73.3% of225
223(.733)=164.92S
LS --r65i
**There will be a 5% loss of pressure through sittings in
the 4" pipe.
7DH 94.83pst
94.85-5%=94.8 psi
08/03/98 09:18 TX/R.X N0.1834 P.002 0

.MEC D2/50
MEC D04/80
0
MRS
NNN
OWNER,
mummus
on
UN
m -6 re.
RUNNE®NN
amn
NNNNNN
Moo —
Ag
MEC D3/6-c;
RFA
3.7 50
40
vj.
30
go
to
u
rw
boo 430 No.
im
EC DMR 83-3/2 A
lacm z
PLW
600
wo
'50
w
so
a. DDD 7w
MEC D3/101
LAD

UCT ON ASSEMBLY
CC SON LINE
XUBBER SUCTION HOSE COIL NECI-ED
0 ALUMINUM PIPE IT A
TO A -alx -
SCREEN
Cam lock Fittings
Suction Screen

Field Calibration Procedures
for Animal Wastewater Application Equipment
HARD HOSE AND
CABLE TOW TRAVELER
IRRIGATION SYSTEM
North Carolina Cooperative
Extension Service
North Carolina State University

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

HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
Reel cart —>
Left Right
Row of 8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8
collection 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
gauges
Gun
cart
Direction of travel \
Wetted diameter i At least one wetted
(320 feet) `ter diameter end of field
Figure T. General layout and orientation
of collection gauges for calibration of a hard hose and cable tow traveler irrigation systems.
CALIBRATION PROCEDURES
1. Determine the wetted diameter of the gun.
2. Determine the number of collection gauges and spacing between gauges. For a wetted diameter of 320
feet, the rain gauge spacing should not exceed 20 feet. (320 ft / 16 = 20 ft).
3. Label gauges outward from the gun cart as either left or right (Ll, L2, L3, etc; Rl, R2, R3, etc.)
4. Set out gauges along a row as labeled and shown in Figure 1, equally spaced at the distance determined in
item 2 (20 feet): The row should be at least one wetted diameter from either end of the pull. The first
gauge on each side of the travel lane should be 1 /2 the gauge spacing from the center of the lane. For a
gauge spacing of 20 feet, Ll and R1 should be 10 feet from the center of the lane.
S. Operate the system for the time required for the gun to completely pass all collection containers. Record
the "starting" time that wastewater begins to be applied along the row of gauges and the "ending" time
when wastewater no longer is being applied anywhere along the row. Also record the distance traveled in
feet for the time of operation.
6. Immediately record the amounts collected in each gauge. (Refer to Table 1 for an example.)
7. Identify those gauges that fall outside the effective lane spacing, Figure 2. This volume is the overlap
volume that would be collected when operating the system on the adjacent lane.
8. Superimpose (left to right and vice versa) the gauges just outside the effective width with the gauges just
inside the effective width. Add the volumes together.
For the layout shown in Figure 2, add the volume (depth) collected in gauge R8 (outside the effective
lane spacing) to volume (depth) collected in gauge L5 (inside the effective lane spacing). Similarly, R7 is
added to 1-6; L8 is added to R5; and L7 is added to R6. This is now the application volume (depth) within
the effective lane spacing adjusted for overlap.
0

�7LER
- _iv1S
CALIBRATION PROCEDURES (continued)
13. Compute the average travel speed
Average travel speed =
Distance traveled (feet)
Time (minutes)
14. Determine the application uniformity. The application uniformity is often computed using the
mathematical formula referred to as the Christiansen Uniformity Coefficient.
It is computed as follows:
Average depth (#9) —Average deviation (#11)
U� — X 100
Average depth (#9)
15. Interpret the calibration results. The higher the index value, the more uniform the application. An index of
100 would mean that the uniformity is perfect — the exact same amount was collected in every gauge.
For travelers with proper overlap and operated in light wind, an application uniformity greater than 85 is
common.
Application uniformity between 70 to 85 is in the "good" range and is acceptable for wastewater
application.
Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers. If the computed Uc is less than 7b, system adjustments are required. Contact your irrigation
dealer or Certified Technical Specialist for assistance.
Table 1. Example calibration data for a traveling gun system operated in parallel lanes. Lane
spacing 70 percent of sprinkler wetted diameter.
a. Manufacturers' Specifications: Gun Model 150 Type Ta er Bore
Nozzle Dia. 0.9 inch
Wetted diameter 320 ft
Hose Size: Length 800 ft
Pressure (Gun) 70 psi
Effective Spacing 224 ft
Diameter 3 in
Reel 105 psi
Flow 197 GPM
b. Spacing between collection containers (spacing 320 (ft) / 16) = 20 ft
c. Number of gauges = 16
d. Start of Irrigation event 7:15 a.m.
e. End of Irrigation event 9:00 a.m.
f. Duration (e-d) 10S minutes
g. Travel distance 320 feet
h. Operate the system and collect data.
CI

HARD HOSE AND CABLE TOW TRAVELE
IRRIGATION SYSTEM
Irrigation System Calibration Data Sheet for Hard Hose Traveler Irrigation System
DATE: Land Owner
Farm No.
a. Manufacturers` Specifications: Gun Model
Type
Nozzle Dia. in Pressure (Gun) Reel _
Wetted diameter ft Effective Spacing ft Flow
GPM
Hose Size: Length ft Diameter
in
b. Spacing between collection containers (diameter
�16) = ft
C. wetted diameter (ft)
Number of gauges =
gauge spacing (ft) —
d. Start of Irrigation event Reel can Lane' Wne2
-� �
e.
End of Irrigation event
Leh Right
f.
Duration (e-d)
1 Left
B 7 6 5 4 3 2 1 1 2 3 4 5 6 7 E
O 00 0 0 0 0 0 0 0 0 0 0 0 0 0
Right 1
min
6 716 5 4 3 2 1
0 0 0 0 0 0 0 0
7 2 3 4 5 617 Gun 1
0 0 0 0 0 o O cart
g.
Travel distance feet
Direction of Vavel I Cun
cart
` I
h.
Operate the system, collect data,
I
1
I
and record on the worksheet on page 8.
I
I
Effective lane spacing
(224 feel)
(. Sum of all catches inches ic--_Effeclivelanespac;ng_
(224
j. Average catch (i/number of gauges) inches I I I
I I I
k• Average travel speed = Distance traveled (ft)_
Time (min)
I. Sum of all deviations from the average catch
m. Average deviation from average catch
n. Uniformity coefficient
U =
(m)
— X 100 =
Interpret the calibration data and make necessary adjustments.
For travelers with proper overlap and operated in light wind, an application uniformity Coefficient greater than
85 is common.
Application uniformity between 70 to 85 is in the "good" range and is acceptable for wastewater application.
Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers. If the computed U,is less than 70, system adjustments are required. Contact your irrigation dealer or
Certified Technical Specialist for assistance.
101

TABLE OF IRRIGATION LANES
Effective date as of 9/27104
Randy Gray
HYDRANTS
ACRES
RG-1
2.02
RG-2
1.98
RG-3
2.15
RG-4
2.34
RG-5
2.37
RG-6
2.38
RG-7
2.45
Total Acres 55.69

flh3
ap ".2
-74-3
et 5--.?
I57,06
JOHNNY GURLEY
SCALE: IH =LU I
02/10/98 - -
WETTED AREA; 15,69 ACRES
REQUIRED AREA, 13,00 ACRES
IV
31,1 0 = Hydrant
0 = Air Release (Approx)
= Thrust Blocking
EAG,E] El N t
y
4 SDA21, 200 PSI
oe
PVCJP

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
watlon:
Name of Fame: o h (S;LA AE t Facility No:�- 13'7
Owner(s) Name: Phone No:
Mailing Address: Q
Farm Location: Fourteen Digit Hydrologic Unit:_ O 3U Zo2. t)_30(00 Oy 0
Latitude and Longitude: 27 4 / 7 Y 2. County: rj e., _
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): 7r. c AL eati je o t �r Ga Id
,r
Type of Swine
O Wean to Feeder
OFeeder to Finish
❑ Farrow to Wean
• Farrow to Feeder
❑ Farrow to Finish
DitOn:
No. of Animals
Type of Poultry No, of Animals
❑ Layer
❑ Pullets
Other Type of Livestock:
Type of Cattle
❑ Dairy
❑ Beef
No. of Animals
.Number of Animals:
. Expartdtng Upexat%r�
P ..:...... AEfdtztanaf.flesign G'apacat
�'ara113es2��. Cc�pactl� - .
nB. f�pemlrvp �inly
LSi2'aTYC�lifI�F
whzch fai�sn, appiecl for reglstraiiait) ,
Acreage Available for Application: Required Acreage:: l
Number of Lagoons / Storage Ponds :�_ Total Capacit Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or 0 (please circle'ane)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or
from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must beminimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. I (we) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to DEN
�new certificatipn (if the approved plan is changed) within 60 days of a title transfer.
Name of Land Owne�y: ���� �r�1
Signature:
- Date: -
Name of 'Manager(if different from owner):
Signature: Date:
AwC -- April 24, 1996 1

Technical Specialist Certification
I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission
pursuant to 15A NCAC 6F .0005, I certify that the animal waste management system for the farm
named above has an animal waste management plan that meets or exceeds standards and specifications
of the Division of Environmental Management (DEM) as specified in 15A NCAC 2H.0217 and the
USDA -Natural Resources Conservation Service (NRCS) and/or the North Carolina Soil and Water
Conservation Commission pursuant to 15A' NCAC 2H.021'7 and 15A NCAC 6F .0001-.0005. The
following elements are included in the plan as applicable. While each category designates a technical
"specialist who may sign each certification (SD,. SI,. I)
WUP, RC, , the technical specialist should only
certify parts for which they are technically comfletent.
s
II...Certif ication of Design .
A) Collection, Storagre, Treatment System
Check the appropriate box
EYtink faciIit(iithout retrofit (SD or WUP)
Storage_volume is adequate for operation capacity; storage capability consistent with
waste utilization requirements.
New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not Iimited to collection systems,
lagoons and ponds, have been designed to meet, or exceed the minimum standards and
specifications.
Name of Technical Specialist (PIease Print): i• 6h`�
Affiliation: D -N CS _
Address(Age. Cy):_ UJA4roe Ce ^Iu, fZ,,,,. [ atF �21� W. ek,rAkr +l Phone No.: ?,I T -Z/ -19 3 2
�Sr-• batatbaro Iut z7Y3o
Signature: Date: Z I
B) Land ARplication Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste
utilization; chosen crop is suitable for waste management; hydraulic and nutrient Ioading rates.
Name of Technical Specialist (Please Print):
Affiliation:.'D A. -- M P_ r-
s
Address(Agency): Phone No.:
Sig
C) Runoff Controls from Exterior Lots
Check the appropriate box
Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
❑ Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
designed in accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): �. G
Affiliation:
AWC -- April 24, 1996 2

D) Application and Handling, Eguipment
Check the appropriate box
ExistinzfaciliU with existing waste application a ui ment (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or
evaluated in accordance with existing design charts and tables and is able to apply waste as
necessary to accommodate the waste management plan: (existing application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates, a schedule for timing of applications has been established; required
buffers can be maintained and calibration and adjustment guidance are contained as part of the
plan).
Q New or expanded facility: or existing facility without existing waste -application equipment (I)
Animal waste application equipment specified in the plan has been designed to apply waste as
necessary to accommodate the waste management plan; (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates; a schedule for timing of applications has been established; required
buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
Name of Technical Specialist (Please Print):_ c t=,ram Ga-btu-f
Affiliation: L/ Is D 4 ~/V R Ls
Address(Age
Signature:,
III. Certification of Installation
A) Collection, Storage. Treatment installation
hone No.:
New expanded or retrofitted facility (S I)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds,
have been installed in accordance with the approved plan to meet or exceed the minimum
standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency): Phone No.:
Signature: Date:
AWC -- April 24, 1996

B) Land Application Site (WUP)
Check the appropriate box
C
The cropping system is in place on all land as- specified in the animal waste management plan.
Conditional Approval: all required land as specified in the plan is cleared for planting; the
cropping system as specified in the waste utilization plan has not been established and the
owner has committed to establish the vegetation as specified in the plan by
(month/day/year); the proposed cover crop is appropriate for compliance with the waste
utilization plan.
a Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared
land within 30 days of this certification, the owner has committed to establish an interim
crop for erosion control;
Name of Technical Specialist (Please Print): Lt bra
Aff Iiation:�,,11 b A- AJ (✓t-S
r--
Address
Signature:
Phone No.:
Date:-
This following signature block is only to be used when the box for conditional approval in III. B
above has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control., and will submit to
DEM, a verification of completion from a Technical Specialist within 15 calendar days following the date
specified in the conditional certification. I (we) realize that failure to submit this verification is a
violation of the waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature:
Date:
Name of Manager(if different from owner):
Signature: Date:
C) Runoff Controls from Exterior Lots (RC)
Facilitv with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
installed as specified in the plan. .
Forfacilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency): Phone No.:
Signature: Date:
AWC -- April 24, 1996 4

D) Avniication and Handling E, guigment Tnstallation (WUP or I)
Check the appropriate block
❑ Animal waste application and handling equipment specified in the plan is on site and ready
for use; calibration and adjustment materials have been provided to the owners and are
contained as part of the plan.
Animal waste application and handling equipment specified in the plan has not been
installed but the owner has proposed leasing or third party application and has provided a
signed contract; equipment specified in the contract agrees with the requirements of the
plan; required buffers can be maintained; calibration and adjustment guidance have been
provided to the owners and are contained as part of the plan.
10 Conditional approval,.Animal waste application and handling. equip ment specified in the
plan has been purchased and will be on site and installed by
(month/day/year); there is adequate storage to hold the waste until the equipment is installed
and until the waste can be land applied in accordance with the cropping system contained
in the plan; and calibration and adjustment guidance have been provided to the owners and
are contained as part of the plan.
Name of Technical Specialist (Please Print):r:
Affiliation: Q _� D ✓N-
Nl2- t S
Address
Signature:
e -p— I,Z—,,,+
_.Phone No.:
The following signature block is only to be used when the box for conditional approval in III D
above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling
equipment as specified in my (our) waste management plan and will submit to DEM a verification of
delivery and installation from a Technical Specialist within 15 calendar days following the date specified
in the conditional certification. I (we) realize that failure to submit this verification is a violation of the
waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature:
Name of Manager(if different from owner):
Signature:
Date:
Date:
Please return the completed form to the Division of Environmental Management at the
following address:
Department of Environment, Health, and Natural Resources
Division Of Environmental Management
Water Quality Section, Compliance Group
P.O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy in
your files with your Animal Waste Management Plan.
AWC -- April 24, 1996 5

TECHNICAL SPECIALIST FOR ANIM WASTE MANAGEMENT CERTIFICATION
DESIGNATION CATEGORY CODE
AREA OF AUTHORITY
Collection, Storage, SD (design)
- lagoons, storage ponds, dry stacks, storage structures,
and/or Treatment SI (installation)
composters, pushoff ramps, curbing and other similar
structures
Waste Utilization Plan WUP
- design and installation (development and
implementation) of land application plans
including crop and acreages available to meet nutrient
budget, hydraulic and nutrient loading rates, placement
of application site buffers
- measurement of existing storage volume
- confirmation of existence and compatibility of land
application equipment with waste utilization•plan
- czrtification of cropping systems
- confirmation of absence of exterior lots
- confirmation of sludge and effluent removal and
application at agronomic rates for lagoon closure
Runoff Controls RC
- design and installation of filter strips, grass
channels, and related bmps used to reduce runoff from
exterior lots (primarily dairy operations)
Irrigation Equipment I
- design and installation of irrigation systems to
include pipe size, pump horsepower, nozzle size, system
layout, thrust blocks, etc. and operation plan to meet
criteria of Waste Utilization Plan (hours per set, etc.)
Technical Specialists are designated by the soil and Water Conservation Commission pursuant to 15A NCAC 6F.0005.
Technical Specialists should only certify parts of a plan for which they are technically competent.

Swine Farm Waste Management Odor Control Checklist
Source Cause a _T BIVll's to Minimize Odor Site Specitie Practices
Farmstead • Swine production IN Vegetative or wooded buffers;
0 Recommended best management practices;
®
Good judgment and common sense
Animal body surfaces
• Dirty manure -covered animals
A
Dry floors
Floor surfaces
• Wet manure -covered floors
9
Slotted floors;
l0
Waterers located over slotted floors;
O
Feeders at high end of solid floors;
O
Scrape manure buildup from floors;
0
Underfloor ventilation for drying
Manure collection pits
• Urine;
O
Frequent manure removal by flush, pit recharge,
Partial microbial decomposition
or scrape;
D
Underfloor ventilation
Ventilation exhaust fans
• Volatile gases;
0
Fan maintenance;
Dust
ICI
Efficient air movement
Indoor surfaces
Dust
R
Washdown between groups of animals;
M
Feed additives;
17
Feeder covers;
9
Feed delivery downspout extenders to feeder
Flush tanks
0 Agitation of recycled lagoon
0
oe+r m _ - -
Flush tank covers;
liquid while tanks are filling
0
Extend rill lines to near bottom of tanks with
anti -siphon vents
Flush alleys
a Agitation during wastewater
a
Underfloor flush -with 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 �T
Lift stations
• Agitation during sump tank
0
Sump tank covers
filling and drawdown
Outside drain collection
Agitation during wastewater
0
Box covers
or junction boxes
conveyance

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

Source Cause B_MPs to Minimize Odor Site Specific Practices
Standing water around a Improper drainage; f$ 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
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
❑
Lagoons and Pits
• Crusted Solids
Excessive Vegetative
• Decaying vegetation
Growth
• Feed Spillage
❑
Feeders
Feed Storage
• Accumulations of feed residues
Cl
BM[Ps 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 water's 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 - I0
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.

Source Cause _ _ BMPs to Control Insects. - Site Specific Practices
Animal Holding Areas Accumulations of animal wastes O Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
minimal.
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 13 Remove spillage on a routine basis (e.g., 7 - 10
Systems day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
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.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects
Site Specific Practices
Li uid Systems
Flush gutters Accumulation of solids 0 Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
0 Remove bridging of accumulated solids at
Lagoons and pits • Crusted solids 0 Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation 0 Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry S 'stems
Feeders Feed spillage 0 Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
0 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 BMPs to Control Insects
Feed storage Accumulations of feed C3 R Site Specific Practices
residues
Animal holding areas Accumulations of animal
wastes and feed wastage
Dry manure handling Accumulations of animal
systems wastes
educe moisture accumulation within and around
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)
13 Inspect for and remove or break up accumulated
solids in filter stri s around feed storage as needed
C3 Eliminate low areas that trap moisture along fences
and other locations where waste accumulates and
disturbance by animals is minimal
0 Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
C3 Remove spillage on a routine basis (e.g.,
7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
® Provide for adequate drainage around manure
stockpiles
O 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

EMERGENCY ACTION � LAY
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 listed below.
a. Lagoon overflow -possible solutions are:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field -actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste pipes and sprinklers -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
1 November 23, 2016

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

2) local SWCD office, phone number:
3) local 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
b
Contractors Name:
Contractors Address:
Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer,
etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWR and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
3 November 23, 2016

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Randy Alan Gray
Randy Gray's Isolation Farm
279 Circle Dr
Pikeville, NC 27863-9042
Dear Randy Alan Gray:
NORTH CAROLINA
Environmental Quality
September 23, 2019
Subject: Certificate of Coverage No. AWS960137
Randy Gray's Isolation Farm
Swine Waste Collection, Treatment,
Storage and Application System
Wayne County
In accordance with your renewal request, we are hereby forwarding to you this Certificate of Coverage
(COC) issued to Randy Alan Gray, authorizing the operation of the subject animal waste management
system in accordance with General Permit AWG100000. Please read this COC and the enclosed State
General Permit carefully.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management Plan
(CAWMP) for Randy Gray's Isolation Farm, located in Wayne County, with a swine animal capacity of no
greater than the following annual averages:
Wean to Finish:
Feeder to Finish: 840
Boar/Stud:
Wean to Feeder:
Farrow to Wean:
Gilts:
Farrow to Finish:
Farrow to Feeder:
Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
This COC shall be effective from October 1, 2019 until September 30, 2024 and shall hereby void
Certificate of Coverage Number AWS960137 that was previously issued to this facility. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions and
limitations as specified in the General Permit, the facility's CAWMP, and this COC. An adequate system
for collecting and maintaining the required monitoring data and operational information must be established
for this facility. Any increase in waste production greater than the certified design capacity or increase in
number of animals authorized by this COC (as provided above) will require a modification to the CAWMP
and this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
You are encouraged to update your Swine Odor Control Checklist using the enclosed form. If you do so,
you must send a copy of the updated form to the Animal Feeding perations Program at the address below.
Please pay careful attention to the record keeping and monitoring conditions in this permit. Stocking and
Mortality Form (STOCK-1) has been updated; all other record keeping forms are unchanged with this
General Permit. Please use the most current record keepingforms.
orms.
D E Q�� North Carolina Department of Environmental Quality I Division of Water Resources
to: �-512 North Salisbury Street 1 1636 Mail Service Center I Raleigh, North Carolina 27699-1636
NORTM C-OLINA
o.�memmE.A—WQ�.ifly /"� 919.707.9000

If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per 15A NCAC 02T .1304 and NRCS standards a I00-foot separation shall be maintained between water
supply wells and any lagoon, storage pond, or any land application of waste.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Program for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition IL23 of the General Permit, waste application shall cease within twelve (12)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch/Flash Flood Watch associated with a tropical system for the county in which the facility
is located. You may find detailed watch/warning information for your county by calling the Raleigh, NC
National Weather Service office at [phone], or by visiting their website at: viww.weather. ovg /rah/
This facility is located in a county covered by our Washington Regional Office. The Regional Office staff
may be reached at 252-946-6481. If you need additional information concerning this COC or the General
Permit, please contact the Animal Feeding Operations Program staff at [phone].
Sincerely,
'4r, 4;L
for Linda Culpepper
Director, Division of Water Resources
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
Washington Regional Office, Water Quality Regional Operations Section
Wayne County Health Department
Wayne County Soil and Water Conservation District
Central Files (Permit No. AWS960137)