640061_PERMIT FILE_20171231

L
Type of Visit Com fiance Inspection O Operation Review O Structure Evaluation O Technical Assistance
Reason for Visit Routine O Complaint O Follow up O Referral O Emergency O Other ❑ Denied Access
Date of Visit: p Arrival Time: (7 p Departure Time: County: 4 S Region: )��
Farm Name: L `''► m �-'''' 6 —/ SKI- `-I P , •_ Owner Email:
Owner Name: 14,f4
Mu rr g L-'Phone:
Mailing Address: 3 z �f
Physical Address: 1_
Facility Contact:
Onsite Representative:
Certified Operator: ft/ t)
Back-up Operator:
Location of Farm:
Title:
Phone No:
Integrator:
Operator Certification Number:
Back-up Certification Number:
Latitude: =o [::J' =" Longitude: =°=' =
Iasign Current Design Current Design Current
Swine C►apacity Population Wet Poultry Capacity Population Cattle C►apaCity Poputallon
❑ Wean to Finish
❑ Layer
❑ DairyCow
can to Feeder
❑ Non -Layer
I
I
❑ Dairy Calf
❑ Feeder to Finish
❑ Dairy Heifer
❑ Farrow to Wean
Dry Poultry ❑ Dry Cow
ElNon-Dairy
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Layers
El Beef Stocker
El Gilts
❑Nan -La Non -Layers
❑ Pullets ❑ Beef Feeder
❑ Beef Brood Cow
❑ Boars
❑ Turkeys
Other
❑ Other
❑ Turkey Poults
❑ Other Number of Structures:
Discharges & Stream Impacts
1. Is any discharge observed from any part of the operation'?
Discharge originated at: ❑ Structure ❑ Application Field ❑ Other
a. Was the conveyance man-made?
b. Did the discharge reach waters of the State? (If yes, notify DWQ)
c. What is the estimated volume that reached waters of the State (gallons)?
d. Does discharge bypass the waste management system? (If yes, notify DWQ)
2. Is there evidence of a past discharge from any part of the operation?
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State
other than from a discharge?
❑ Yes No ❑ NA ❑ NE
❑ Yes 'NA ❑ NE
[]Yes ��NoDINA ❑ NE
❑ Yes OE-] NA ❑ NE
El Yes No A ❑ NE
❑ Yes No El NA ❑ NE
Page I of 3 12128104 Continued

Facility Number: (y I�— (al Date of Inspection
Waste Collection & Treatment
4. Is storage capacity (structural plus storm storage plus heavy rainfall) less than adequate?
a. If yes, is waste level into the structural freeboard?
Structure 1 Structure 2 Structure 3 Structure 4
Identifier:
Spillway?:
Designed Freeboard (in):
Observed Freeboard (in): % �(
5. Are there any immediate threats to the integrity of any of the structures observed?
(ie/ large trees, severe erosion, seepage, etc.)
6. Are there structures on -site which are not property addressed and/or managed
through a waste management or closure plan?
❑ Yes No NA ❑ NE
[]Yes o ❑NA ONE
Structure 5 Structure 6
❑ Yes No NA ❑ NE
❑ Yes No ❑ NA ❑ NE
If any of questions 4-6 were answered yes, and the situation poses an immediate public health or environmental threa otify DWQ
7. Do any of the structures need maintenance or improvement? ❑ Yes No . A ❑ NE
8. Do any of the stuctures lack adequate markers as required by the permit? ❑ Yes No ❑ A ❑ NE
(Not applicable to roofed pits, dry stacks and/or wet stacks)
9. Does any part of the waste management system other than the waste structures require ❑ Yes No ❑ NA ❑ NE
maintenance or improvement?
Waste Application
10. Are there any required buffers, setbacks, or compliance alternatives that need ❑ Yes No A' ❑ NE
maintenance/improvement?
11. Is there evidence of incorrect application? If yes, check the appropriate box below. ❑ Yes No ❑ NA ❑ NE
❑ Excessive Ponding ❑ Hydraulic Overload ❑ Frozen Ground ❑ Heavy Metals (Cu, Zn, etc.)
❑ PAN ❑ PAN > 10% or 10 lbs ❑ Total Phosphorus ❑ Failure to Incorporate Manure/Sludge into Bare Soil
❑ Outside of Acceptable Crop Window ❑ Evidence of Wind Drift ❑ Application Outside of Area
12, Crop type(s) t% p 2 5rt-n 4r<i-i',-
13. Soil type(s)
14. Do the receiving crops differ from those designated in the CAWMP?
❑ Yes
f �No -NA
ElNE
15. Does the receiving crop and/or land application site need improvement?
❑ Yes
o ❑ NA
❑ NE
16. Did the facility fail to secure and/or operate per the irrigation design or wettable acre determination ?
❑ Yes
❑ No ❑ NA
❑ NE
17. Does the facility lack adequate acreage for land application?
❑ Yes
L115-o—❑ NA
❑ NE
18. Is there a lack of properly operating waste application equipment?
❑ Yes
❑ No ❑ NA
❑ NE
Comments (refer to question #):.Explain any YES answers and/or any. recommendations or any other comments
Use drawings ofr facility to better explain situations. (use additional pages as necessary
Y ie, t7 a w 14, W G F 0&-.��a�-c��
VW
Reviewer/Inspector Name Phone: rg' 79/— yZpo
Reviewer/Inspector Signature: Date:
Page 2 of 3 12128104 Continued

. '%
Facility Number: — (y Date of Inspection
Required Records & Documents
19. Did the facility fail to have Certificate of Coverage & Permit readily available? ❑ Yes ONo El NA ❑ NE
20. Does the facility fail to have all components of the CAWMP readily available? If yes, check ❑ Yes No ❑ NA ❑ NE
the appropriate box. ❑ WUP ❑ Checklists ❑ Design ❑ Maps ❑ Other
'Yes
21.
Does record keeping need impro ment? If yes, check the appropriate box below.
❑ No
❑ NA ❑ NE
El Waste Application Weekly Freeboard ❑ Waste Analysis ❑ Soil Analysis
❑ Waste Transfers ❑ Annual
Certification
❑ Rainfall ❑ Stocking ❑ Crop Yield ❑ 120 Minute Inspections ❑ Monthly and V Rain Inspections ❑
Weather Code
22.
Did the facility fail to install and maintain a rain gauge?
❑ Yes No ❑ NA ❑ NE
23.
If did facility fail install
selected, the to and maintain rainbreakers on irrigation equipment?
❑ Yes ❑ No
NA ❑ NE
24.
Did the facility fail to calibrate waste application equipment as required by the permit?
❑ Yes ❑ No
❑ NA ❑ NE
!❑
25.
Did the facility fail to conduct a sludge survey as required by the permit?
El Yes El No
(._r1'NA NE
26.
Did the facility fail to have an actively certified operator in charge?
Yes ❑ No
❑ NA NE
27.
Did the facility fail to secure a phosphorus loss assessment (PLAT) certification?
❑ Yes ❑ No
P'NA ❑ NE
Other Issues
28. Were any additional problems noted which cause non-compliance of the permit or CAWMP? ❑ Yes ❑ No ❑ NA ❑ NE
29. Did the facility fail to properly dispose of dead animals within 24 hours and/or document
❑ Yes
❑ No
❑ NA
❑ NE
and report the mortality rates that were higher than normal?
30. At the time of the inspection did the facility pose an odor or air quality concern?
❑ Yes
❑ No
❑ NA
❑ NE
If yes, contact a regional Air Quality representative immediately
31. Did the facility fail to notify the regional office of emergency situations as required by
❑ Yes
❑ No
❑ NA
❑ NE
General Permit? (ie/ discharge, freeboard problems, over application)
32. Did Reviewer/Inspector fail to discuss review/inspection with an on -site representative?
❑ Yes
❑ No
❑ NA
❑ NE
33. Does facility require a follow-up visit by same agency?
❑ Yes
❑ No
❑ NA
❑ NE
Additional Comments and/or'Drawings:
! f • r�?IP- lir�c, . ,q./S L✓r (V�tJ 54 a 4/j An"e- Cy'-r e P 6_')C_ /ce, P,
I
ntj
2r /. rl .0 d CL
.�, ''-f/' w��._ee b off►,, �s. �yv flCc� .1 s �s7�.� � Si,. c
�VV j r
2 �/ i 1-(� �G
2S
r►14 /,�c 5 /1 CIP2 S pj r #-C y � �r 0 J-
C 4, c/Lr, A'V
C2e, ►i'1 i n j Q✓ (l C r-h 5-441-_r O f PQ I— 7 %-CQ 5 — i A A n r.- c' ff /
Page 3 of 3 12128104

r
State of North Carolina
640
Department of Environment and Natural ResourceRECE1VED/DENR/DWQ
Division of Water Quality Aquifer ornrP,-tion Sectfoll
Non -Discharge Permit Application Form SEP 0 3 I'll
(THIS FORM XIAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections that are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
I. GENERAL INFORMATION:
1.1 Facility Name: Murray Swine Eni
1.2 Print Land Owner's name: B n-M
2.
1.3 Mailing address: d 1 S- 3ZaVd-
t
City., State: Raleigh NC Zip: 27604
Telephone Number (include area code): 919-�#it55 _ _ D J o-), U6 Q %
1.4 County where facility is located:
1.5 Facility Location (Directions from nearest major highway. Please includc SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): From hwy. 64 take hwy. 581 S. go about 1/4 mile and turn
ri_eht at church and go about 3 miles follow road keep bearing to your left and cross Tar River bridge and turn left at First
1.6 Print Farm Manager's name (if different from Land Owner): ' J t -zi .
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): . .
1.8 Date Facility Originally Began Operation: I/I/1993
1,9 Date(s) of Facility Expansion(~) (if applicable): AIM T
OPERATION INFORMATION:
2.1 Facility No.: 64 (county number); 61 (facility number).
2.2 Operation Description: Swine operation
Wean to Feeder
3500- Certified Design Capacity
Is the above information correct? Ll eyes; [___�I no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Tyne of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow).
0 Farrow to Finish (# sow)
vI: AWO-G-E 7/7/99 Page I of 4 64 LI._.._-----: _
s r r+
1 '

Facility Number: 64 - 61
Facility Name: Murray Swine Enterprises Inc
4. APPLICANT'S CERTIFICATION:
1.
(Land Owner's name listed in question 1.2), attest that
this application for _ 01k! — ut_ � gy4f".1;- Se S ,ZI . (Facility name listed in question I.1)
has been reviewed by me and is accurate and complete o the knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete.
Signature 'r1- r
Date
5. MAN4GER;o CERTIFICATION: (complete only if different from the Land Owner)
I,
(Marsager's name listed in question 1.6), attest that this
application for .Ar .,.�� rfI/ i St'Sy�� (Facility name listed in question l.! )
has been reviewed by me ana 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 informa and attachments are not included, this application package
will b' e returned as incowirAe. `—
Signature ��J��Dale
THE COMPLETED APPLICATION PACK. INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL, SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 7/7/99 Page 4 of 4 64- 61

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 14.83_ ; Required Acreage (as listed in the AWMP): 9.4
2.4 ber of lagoold storage ponds (circle which is applicable):
2.5 Are subsurface drains present within 100' of any of the application fields'? YES or O (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or NO please circle one)
2.7 Does this facility meet all applicable siting requirements'? (Swine Farm Siting Act, NRC andards, etc_) (Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited'? hkv 11 -9n -_
What was the date that this facility's land application areas were sited'? A, / y rcl
REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit application
for animal waste operations.
The CAWMP must include the following components. Some of these cornpunents may not
have been required at the time the facility was certified but should be culled to the
CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.1 Q A site schematic.
3.3.1 1 Emergency Action Plan,
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan,
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
Applicants Initials
/J&
FORM: AWO-G-E 7/7/99 Page 3 of 4 64- 61

ANIMAL WASTE UTILIZATION PLAN
Producer:
Location:
Telephone:
Type Operation:
Number of Animals:
(Design Capacity)
STORAGE STRUCTURE:
APPLICATION METHOD:
RECEIVED / DENR / DWQ
Aquifer prntor-tinn Section
SEP 0 3 2009
4600 CAPITAL BLVD
RALEIGH NC 27604
919-878-4755
Existing Wean to Feeder Swine
3500.00 pigs
Anaerobic Waste Treatment Lagoon
Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests ate strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities,- and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

ANIMAL WASTE UTILIZATION PLAN
S. Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H .0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
3500 pigs x .40 tons waste/pigs/year = 1400 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
3500 pigs x .48 lbs PAN/pigs/year = 1680 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan time
and have appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FiEhH
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
Zeno
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
453.75
1739
1
GrC
BH
5.5
275
0.00
1.65
I
APR-SEPT
1739
1-1
IGrC
1739
2
1 GrC
1739
1-2
1 GrC
1739
3
1 GrC
1739
1-3
1 GrC
1739
4
1 GrC
1739
1-4
1 GrC
1739
5
IGrC-
1739
�-5
1 GrC
1739
6
GrC
1739
1-6 1
GrC
1739
7
GrC
1739
-7
1 GrC
SG
50.0
150
10.00
I1.65
(SEPT-MAR
BH
5.5
I
I
1275
10.00
ll..5
1412.5
APR-SEPT
SG
50.0
I
�50
10-00
11.5
175
SEPT-MAR
BH
5.5
I
I
1275
10.00
11.35
1371.25
APR-SEPT
SG
50.0
I
I
150
10.00
11.35
167.5
SEPT-MAR
BH
5.5
I
1
1275
10.00
�1.2
�330
APR-SEPT
SG
50.0
T
I
150
10.00
�1.2
�60
SEPT-MAR
BH
5.5
I
1275
10.00
10.6
1165
APR-SEPT
SG
50.0
I
�50
10.00
�0.6
130
SEPT-MAR
BH
5.5
I
�275
�0.00
11.35
1371.25
APR-SEPT
SG
50.0
I
150
10.00
11.35
167.5
SEPT-MAR
BH
5.5
I
�275
10.00
�1.2
�330
APR-SEPT
SG
50.0
�50
10.00
�1.2
160
I
SEPT-MAR
Page: 3

ANIMAL WASTE UTILIZATION PLAN
1739 18 1GrC
1739 -8 GrC
BH 5.5 1275 10.00 10•75 1206.25
I APR-SEPT
SG 50.0 �50 10.00 �0.75 �37.5
I I SEPT-MAR
END
I
TOTAL13120
- Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations may
require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This plan
only addresses nitrogen.
Page: 4

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-- --
or
------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL10
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
In interplanted fields (i.e. small grain, etc, interseeded
in bermudagrass), forage must be removed through grazing,
hay and/or silage. Where grazing, plants should be grazed
when they reach a height of six to nine inches. Cattle
should be removed when plants are grazed to a height of four
inches. In fields where small grain, etc, is to be removed
for hay or silage, care should be exercised not to let small
grain to reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too
high and this will definitely interfere with stand of
bermudagrass. This loss of stand will result in reduced
yields and less nitrogen being utilized. Rather than
cutting small grain.for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season, depending on
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a
height of about two inches before drilling for best results.
Page: 5

ANIMAL WASTE UTILIZATION PLAN
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
CROP
UNITS
PER UNIT
BH
SG
BERMUDAGRASS - HAY
SMALL GRAIN OVERSEEDED
TONS
50
1.00
TABLE 1
TABLE 2
TOTAL
**
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW N USED
9.6
3120
0
0
9.6
3120
* BALANCE
-1440
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 6

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than the
acres shown in the tables.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approximately 266 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 1330
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 4.43333333333 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 10.64 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25% depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
Page: 7

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
Tract
1739
Field
Soil Type
Crop
Application Rate
(in/hr)
Applic. Amount
(inches)
1
GrC
BH
0.40
*1.00
1739
2
GrC
BH
0.40
*1.00
1739
3
GrC
BH
0.40
*1.00
1739
4
GrC
BH
0.40
*1.00
1739
5
GrC
BH
0.40
*1.00
1739
6
GrC
BH
0.40
*1.00
1739
7
GrC
BH
0.40
*1.00
1739
8
GrC
BH
0.40
*1.00
1739
-1
GrC
SG
0.40
*1.00
1739
-2
GrC
SG
0.40
*1.00
1739
-3
GrC
SG
0.40
*1.00
1739
-4
GrC
SG
0.40
*1.00
1739
-5
GrC
SG
0.40
*1.00
1739
-6
GrC
SG
0.40
*1.00
1739
"7
GrC
SG
0.40
*1.00
1739
-8
GrC
SG
0.40
*1.00
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Page: 8

ANIMAL WASTE UTILIZATION PLAN
Your facility is designed for 180.00 days of temporary storage and the
temporary storage must be removed on the average of once every 6.00
months. In no instance should the volume of the waste be stored in
your structure be within the 25 year 24 hour storm storage or one foot
of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
Page: 9

ANIMAL WASTE UTILIZATION PLAN
Your facility is designed for 180.00 days of temporary storage and the
temporary storage must be removed on the average of once every 5.00
months. In no instance should the volume of the waste be stored in
your structure be within the 25 year 24 hour storm storage or one foot
of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
Page: 9

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

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 11

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 12

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:MURRAY SWINE ENTERPRISES INC.
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters of the
state from a storm event less severe than the 25-year, 24-hour
storm. The approved plan will be filed on -site at the farm office
and at the office of the local Soil and Water Conservation District
and will be available for review by NCDWQ upon request.
Name of Facility Owner: DON MURRAY
(Please print)
Signature: Z U-'— Date:
Name of Manager (If differ from owner) :�], qir, ✓ �`Q,vy
Signature: ac Date:
Name of Person Preparing Plan: (Please print)J. Edward Long
Affiliation:Nash Soil and Water Conservation District Phone
No. 919-459-4115
Address (Agency): Room 107 Ag. Center Drive
Nashville NC 27856
Signature: Date: ZZZZ ?Z
Page: 13

T 14: ""1
Alfv
jjl�
0
—Its,
Pfa�rTnL
Wll� y
ILI "k,
7,4
Al1 3
.71
W19
0
I

U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
SOIL MAP LEGEND
Legend
Map Soil name
symbol
AaA jAltavista sandy loam, 0 to 3 percent slopes
AbA Altavista -Urban Land complex, 0 to 3 percent slopes
AUB lAutryville loamy sand, 0 to 6 percent slopes
Bb jBibb loam, frequently flooded
BnB JBIanton loamy sand, 0 to 6 percent slopes
BOB 19onneau loamy sand, 0 to 9 percent slopes
Co lCongaree fine sandy loam, frequently flooded
DOA IDothan loamy sand, 0 to 3 percent slopes
FaB EFaceville loamy sand, 1 to 6 percent slopes
GeB IGeorgeville loam, 2 to 6 percent slopes
GeC IGeorgeville loam, 6 to 10 percent slopes
GeE lGeorgeville loam, 10 to 25 percent slopes
GgB lGeorgeville gravelly loam, 2 to 6 percent slopes
GgC lGeorgeville gravelly loam, 6 to 10 percent slopes
GgE lGeorgeville gravelly loam, 10 to 25 percent slopes
GOA lGoldsboro fine sandy loam, 0 to 2 percent slopes
GrS IGritney sandy loam, 2 to 6 percent slopes
Grc IGritney sandy loam, 6 to 10 percent slopes
GuB IGeorgeville-Urban Land complex, 0 to 6 percent slopes
HeB IHelena coarse sandy loam, 2 to 6 percent slopes
Me IMeggett loam, frequently flooded
NaC INankin sandy loam, 2 to 10 percent slopes
NnB fNascn loam, 2 to 6 percent slopes
NnC INason loam, 6 to 10 percent slopes
NoA jNortolk loamy sand, 0 to 2 percent slopes
NoB INorfalk loamy sand, 2 to 6 percent slopes
NPB iNorfolk-Wedowee complex, 2 to 6 percent slopes
NrB INcrfolk, Georgeville, and Faceville soils, 2 to 8 percent slopes
NuB Norfolk -Urban Land complex, 0 to 6 percent slopes
Ra IRains fine sandy loam
Rb lRains-Urban Land complex
To jTomotley fine sandy loam
Ud jUdorthents, loamy
Ur jUrban Land
W Water
WeB lWedowee coarse sandy loam, 2 to 6 percent slopes
weC 1wedowee coarse sandy loam, 6 to 10 percent slopes
Wh 1wehadkee loam, frequently flooded
WkA lWickham fine sandy loam, 0 to 3 percent slopes
WoA 1worsham loam, 0 to 2 percent slopes
PAGE 1 OF 1
07/22/99

TOM C
,KETT IRRIGATION, INC. • P.O. BOX 390 • WILLIAMSTON. NORTH CAROLINA 27892 • 919--792-3121
May 11, 1999
Mr. Shelton Baker
USDA -MRCS
1006 Eastern Avenue
Nashville, North Carolina 27856
Dear Mr. Baker,
The solid -set underground waste system designed and installed
for Don Murray meets Natural Resources Conservation Service
qualifications. The pipe is about three feet deep; all
fittings were properly cleaned and glued in place. More
than enough concrete was used to thrust block the ends,
ninety --degree elbows, and at the pump discharge. There
were no leaks in the system and the system operated as
designed with adequate pressure, sprinkler coverage,
and proper buffers from the ditches.
If I can be of any further help please call.
Sinc rely,
- enrr?
Preston L. Parker, Jr. (Vern)
TOM CROCKETC IRRIGATION, INC.
plp/jda
cc: Don Murray
4600 Capital Blvd
Raleigh, N C 27604 We/ � �

USDA
NRCS
201 St Andrews Street
Room 138
P.O. Box 10
Tarboro, NC
27886
Telephone
[phone]
TO: Thomas Sledge
SUBJECT: ENG - Don Murry
Irrigation System
DATE: June S, 1999
FROM: Joy Sherrod �Vj/�
CC:
The installation invoice for the Don Murry irrigation system
shows 64 riser valves. You have confirmed 64 valves have been
installed. I have corrected Table 3 of the Irrigation Parameters
Worksheet to show nine risers on lateral #6.
Please insert this revised sheet in the design packet and revise the
waste utilization plan to show 9.6 acres of effective wetable
acreage under the solid set system.

USDA
NRCS
201 St. Andrews Street
Room 138
P.O. Box 10
Tarboro, NC
27886
Telephone
[phone]
TO: Thomas Sledge
SUBJECT: ENG -Don Murry
Irrigation Syste
Nash County, N
DATE: January 20, 199 .,
FROM: Joy Sherrod
CC: Tom Crockett Irrigation, Inc.
JAB
I have reviewed the information submitted to me on the proposed waste
water land application system for Don Murry as furnished by Tom
Crockett Irrigation, Inc. We have verified the system has been flagged
and all applicable buffers are in place. The operator should be
encouraged to maintain a permanent marker for the location of the
gun cart at the start of each pull
The design will meet MRCS standards and specifications once the waste
utilization plan is revised to show 9.7 acres of effective wetable acreage
under the solid set system Please note a correction has been made on
Table 3 of the Parameters Sheets, there are ten hydrants on line #6
rather than nine..
Once the system is installed, a letter of certification is needed from the
irrigation installer confirming the system has been pressure tested and
has been installed according to NRCS standards and specifications.
You are encouraged to visit the site during the testing of the system.

1210
r
TOM CROCKETT IRRIGATION, INC.
761 E. MAIN ST. • P. O. BOX 390
WILLIAMSTON, NC 27892
[phone]
DON MURRY
.4600 CAPITAL BLVD
RALEIGH NC 27604
L 878-4775 J
Here Is our quotation on the goods named, subject to the condltlons noted:
PEASE INDICATE THIS
NLIMI3ER WHEN dRDE RIND
12/10/90
jYoun INQUIRY DAIED
SHIPPING DALE
NET 30 SHIPPING POI
iDA—NRCS AGENT: SHELTON BAKER
RE SHIPPED VIA rrn 77,
CONDITIONS: 771e prices and farms on this quotation are not subject to verbal changes or other agreements unless approved in writing by the Home Office of the Seller. All quawrior
and ngreements are contingent upon shAes, accidents, fires, availability of materials and all other causes beyond our confrol. Prices are based on costs and conditions existing an dai
of quotation and are subject to change by the Seller before final acceptance.
Typographical and stenographic errors subject to correction. Purchaser agrees to accept either overage or shortage not in excess often percent to be charged for piu-rnl.
Purchaser assumes liability forpatent and copyright infringement when goods are made to Purchaser's specifications. When quotation specifies material to be furnished by ilia purchase
ample allowance must be made for reasonable spoilage and material must be of suitable quality to facilitate effkienr production,
Condition!: not specitically stafedherein stiaR be governed by established trade cusfoms. Terms inconsisfent with (hose stafedhereirr which may appear on Purchnser's forum.
order will not be binding on the Setter.
QUANTITY
DESCnIPTION
PRICE AMOUN 1
1
1380'
4" PR-160 PVC pike
.72
$ 993
2
320'
3" PR-160 PVC pipe
.46
147
3
3460'
2" PR-200 PVC; pipe
.29
1,003
4
100'
1" SCH 40 PVC pipe
.25
25
5
80'
8" black corrugated collar pipe
1.65
132
6
1
4" PVC male adapter
6
7
4
4" 45° PVC elbows
15.12
60
8
2
4" 90° PVC elbows
20.01
40
9
4,
4" PVC tees
17.21
68
10
1
4 x 3 PVC tees
17
11
1
3" 90' PVC elbow
6
12
3
4" PVC crosses
20.01
60
13
1
3" PVC tee Tr
10
14
11
4 x 2 PVC bushing
7.04
77
15
2
4 x 3 PVC bushings
7.04
14
16
5
3 x 2 PVC bushings
3.15
15
17
13
2" PVC caps
.91
11
18
15
4 x 1 PVC tees
17.21
258
19
2
3 x i PVC tees
10.34
20
20
47
2 x 1 PVC tees
2.35
110
21
128
1" 90' PVC tees
.60
76
22
64
1" PVC SCH 80 female adapters
5.66
362
23
64
RC-1 quick couplers w/rubber covers
22.85
1,462
24
10
ART-l" x 18" risers
4.20
42
'***_PVC PIPE PRICES MAY BE H_
1 ()4M rn402. RANDFOAMS, INC: TO REORotA CALL NO ilr-9354: FAX 000 45I,8113
QUOTE VALID FOR DAYS.
PLEASE CONTINUE
F.-V
BY
PRESTON L. PARKER, JR. (VERN)

TOM CROCKETT IRRIGATION, INC.
' 751 E. MAIN ST. � P. O. BOX 390
WILLIAMSTON, NC 27892
[phone]
r
DON MURRY
1210
PAGE 2
PLEASE 1NDICAIE IIIIS
NUM8ERW11ENonDF. nwG
12/10/98
DATE
TERMS F o e
NFT 30 SHIPPING POI
IMMM
L J USDA-NRCS AGENT: SHELTON BAKE
TO BE 5HIPPEb VIA ppn rn
Here is our quotation on the goods named, subject to the conditions noted: Ij
CONDITIONS: The prices and ferms on this quofafion are not subject to verbal changes or ofhe► ogreernerrfs unless approved irl wrifirrg by the Home Office al the Seller. All quo6-rha
and agreements are contingent upon slnAes, accidents. fires. availability of materials and all other causes beyond our control. Prices are based on costs and conditions existing on d;
of quotation and are subject to change by the Seller before final acceplance.
Typographical and stenographic errors subject to correction. Purchaser agrees to accept either overage or shortage not in excess of fen percent to be charged for pro-ra
Purchaser assumes fr'.ability, for patent and copyright Infringernenf when goods are made to Furchase►'s specificafions. When quotation specifies material to be furnished by the pinchas
ample allowance must be made for reasonable spoilage and material must be of suifnble quality to facilifyle eftienf produefion.
Conditions not Ppecilically sfatedherein chaff be governed by eslablished frade customs. Terms fnconsisfent with (hose stared herein which may appear on Purchaser's forr:
neder will not be binding on the Seller.
1.`I
�,LOUIINiITY � l7ESGFiIrf40tJ PRICE
25
2E
27
2E
2c
3C
I
—AMOUNT
10
7025 RD sprinklers, 1/4 nozzles
39.19
391
1
B1'2TPM 10 HP pump
2949i
1
4" brass gate valve
9C
1
3" x 35' suction hose
18-1
1
Set miscellaneous steel fittings for pump hookup
8E
I
Flow meter flanged 4"
1165C
'
9,92E
LESS 25%, items 6-26
1 39'
95 3
Installation of PVC pipe less concrete and thrust blocking
16
3
***PVC PIPE PRICES MAY BE HIG1iER OR LOWER AT TIMEF ORDER
_
OW A0402, AAP10FOrIMS. INC,- 10 nEOADER CALL 000 2578354; FAX [phone]
MOTE VALID FOR DAYS. BY
PRESTON L. PARKER, JR. (VERN)

::� � hill; � i fl),I
ll I l�; I
o{ ';'E�� CIF! i�if�'I �� ���
l !I1ii` li
TV
II �l II i JII' ! a I
': � - ;;;illy '�Ij I �; 11I �
j � � „ !�I jl! 1 III i
•I i {
1�1MI. i ! i i �;E� �� ill ;•i lil `lll�
li�iil; ! ii ;!i
mc
AR71

TOM CROCKETT IRRIGATION, INC. • P.O. BOX 390 • WILLIAMSTON, NORTH CAROLINA 27892 r 919-792-3121
DON MURRY
4600 CAPITAL BLVD
RALEIGH NC 27604
{ 878-4755
SPRINKLER 7025 RD SPRINKLER, 1/4 NOZZLE: 60 PSI, 14.2 GPM, 135' DIAMETER
SPACING 60% Y 135 = 81'; USE 80' SPACING
TDH 1180' 4" PR-160 PVC PIPE @ 142 GPM, .39 PER 100' 4.6
3" & 2" LATERAL W/9 SPRINKLERS 3.76
4" GETE VALVE @ 142 GPM .57
2%2" CHECK VALVE @ 142 GPM 1.6
ELEVATION INCLUDING RISER HEIGHT 1.73
SUCTION LIFT, 8' 3.46
SPRINKLER PSI 60.0
4-" v >• z� �?s 75.72 OR 174.91 FT HE
PUMP Bl%2TPM 10 HP, 1 PH, 142 GPM @ 80 PSI, 75% EFFICIENCY
NPSHA PS-(UP+Ls+Hf)' 33.03-(.69'+8'+9.24') = 15.10'
HORSEPOWER 174.91 X 142 24837.22 8.36
390X �9 i— —
PIPE AND PVC IS SDR-21 & SDR-26; FITTINGS ARE SCH 40 & 80
FITTINGS
APPLICATION 96,3 X 14.2 1367.46 - .21 FULL CIRCLE
RATE X - �� -
.21 X 27Q w .28 THREE-QUARTER CIRCLE
ACRES 80 X 80 _ .15 FULL CIRCLE
3356 -
VERN PARKER 4/22/98

`ix"1 .j16 *1
TABTK:r- — So[idSetT'rrigation.Gun Settings- DON MURRY
MWct*Mbdel nn&TypeafEquipment: 7025 RD SPRINKLER, 1/4 NOZZLE; 60 PSI, 14.2 GPM, 135' DIAMETER
Field Ne'
and:
T.inc No=
Nmnberafi
H rants
Wetted
Diameter-
feet
Hydrant 5padug (n)
Along; Between
P! epne Pipelines
Appiicstlon<
Raw
nfhrj
OPERATING PARAMETERS
Nozd& Operating Operating
Dlantetet^ Pressure Time
(Inches) Gun (sl) H Brant
Comments
T1739 i
11
135'
80
80
.21
1 4
60
4
1.65 ACRES
2
10
to
is
it
r,
of
to
1.5
3
9
„
to
of
of
to
It
of
1.35
It
. p
u
so
It
1.2
5
of
6
It
to
„
it
7
„
„
it
u
n
goJ.
n
y .2
8
5
It
to
it
to
.75
WETTED ACRES
5re atto -bed map.
ihow separate entries for each pipeline with hydrants in each field,.
MRCS, NC
JUNE, 1996

0
LandownedOperator Name:
Address:
Telephone:
IRRIGATION SYSTEM DESIGN PARAMETERS
]ION BURRY
CAPITAL BLVD
R
878-4755
TABLE I - Field Specifications'
County:
Date:
Maximum
per Uftation
'Table to be completed in its entirety by Feld Office personnel and forwarded to the irrigation system designer.
2See attached map provided by the Field Office for field Iocadon(s).
'Total field acreage minus required buffer areas.
'Refer to N. C. Irrigation Guide, Field Office Technical Guide, Section 11 G. Annual application must not exceed the agronomic rates for the soil and crop used.
Irrigation Parameters
October 1995
page-1
USDA -MRCS
North Carolina

EXIMM D-3
TABLE. — Solid Set irrigation Can Settings DON MURRY
M�ModelancLTypeof'Egaipment: 7025 RD SPRINKLER, 1/4 NOZZLE; 60 PSI, 14.2 GPM, 135' DIAMETER
need Net-
and
Une No=
NumberaC'
A rams
Wetted
Diameter
Ceet
HydrantSpadug,(tt)
Along; Between
pipeline Pipelines
Applkatlow
Rate-
(In/hr)
OPERATING PARAMETERS
Nazda- Operating, Operating
Dlanwer Pressure Time
(inches) Gan ! s�� H net
Comments
T1739 11
11
135'
80
80
.21
1 4
60
4
1.65 ACRES
2
10
to
ofIf
IT
of
1.5
3
9
7
of
IV
to
,I
I,
IT
to
1.35
48
of
of
to
to
of
IT
It
1.2
5
4
It
IN
tl
If
It
to
.6
6
�'.f©
to
If
to
II
it
7
g
it
"
If
I I
It
,t
11
1.2
8
5
ff
to
It
to
t,
��
.75
.7_9.ff WETTED ACRES
ISee attached mp.
2Show separate entries for each pipeline with hydrants in each field.
MRCS, NC
R)ME, 1996

TABLE 5 - Thrust Block Specifications'
Desioner may Provide thrust block details on separate sheet.
LOCATION
THRUST BLOCK
AREA (sq. ft.)
40' Bend
2.0
Dead Fad
2"
.5
Tee
4"
1.3.
DEAD EM
4„
450 BEND
tSee USDA -MRCS Fidd Office Teduvcal Guide, Section )V. Practice Code 470-DD.
USE 1200 FOR SOP -BEARING STRD=
page4
f�3 x
lam) 1300
14
USDA -MRCS
North Carolina

IRRIGATION SYSTEM DESIGNER
Name: ..1 PRESTON L . PARKER, JR .
Company: TOM CROC= IRRI ATION INC
Address: P 0 BOX 390/751 E MAIN ST(WILLIAMSTON NC_ 27892
Phone: [phone]
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block
locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA -MRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section iV, Practice Code 430-DD.
8. The information required by this form are the minimum requirements. It is the responsibility of the
designer to consider all relevant factors at a particular site and address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval
of the designer.
NOTE: A buffer strip 50 feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per DEHNR-DENY Code Section 15A NCAC 211.0200 - Waste Not Discharged to Surface
Waters.
Irrigation Parameters

SOLID --SET SYSTEM
Narrative of Irrigation System Operation
Describe the operation of the system in the space provided below or on a. similar sheet most convinient to the designerlsuppfier.
Include procedures such as start-up, shut -down, winterization and regular maintenance of ail equipment
AT FIRST START UP, CLASS 4" GATE VALVE AND OPEN ONLY ABOUT
TWO TURNS. WHEN THE SPRINKLERS OPERATE FREE OF AIR,
SLOWLY OPEN GATE VALVE UNTIL PUMP PRESSURE IS 75. TO
APPLY 1/2" OF WATER OPERATC FUZZ. CIRCLE SPRINKLERS ABOUT
2 z HUM. MAKE SURE TO OPERATE HALF CIRCLE SPRINKLERS
ONE-HALF THE TIME OF THE FULL CIRCLE SPRINKLERS.
MAKE SURE TO DRAIN PUMA DURING FREEING WEATHER.
kri"thm Parameters USDA-URCS
October 1896 psg&A North Carolina

on each side of the pipe to (provide support free from voids.
Care should be taken to avoid deforming, displacing, or
damaging the pipe during this phase of the operation.
6.4 Final backfill
OAA (Unwal. After pipeline testing, final backfill shall be
placed ind spread In approximately uhlform layers in such a
manner as to fill the trench completely so that there will be no
unfilled spaces under or about rocks or lumps of earth in the
bockfiil. Final 6ckfill shall be free of large rocks, frozen clods
and other debris greater than 76 mm (3 in.) In diameter. Rolling
equipment.or heavy tampers should be used to consolidate the
final backfill only after the initilmum depth of cover has been
placed and only with pipe having wall thicknesses greste: than
that of SI011-41. ,...
SECTION 7-SPECIAL CONSiDERATIONS
7.1 Bell hoh* for tubbal (pskii Wati. When the pipe being in-
stalled Is provided with rubber gasket Joints, bell holes shall be
excavated in the bedding nutterfal to a11ow for the unobstructed
assembly of the Joint. Care should be taken that the bell hole is no
larger than necessary to aeeomplkh proper joint assembly. When the
Joint has been made, the bell hole sholtld be carefully filled with
a
TABLE it - THRUST BLOCKING AND ANCHORS FOR UND$RGROUND tARIGATION PIPELINES
Sta(l 1. MWkiply the working pressure by the appropriate value
0.1 V11 shown fit the following table to obtain total thrud in N (lb),
7. t••�'i
d;��!►
PIPELINE THRUST FACTORS', t ,
Pipe Site
bead End
W
4e
22-1129
In.
ma l
or 'Pee
kibow
kibow
Elbow
1-112
SILL
2.94
4.16
9.25
1.18
2
80.6
4.56
6.45
3.50
1.79
2-1/2
(13.5
6.66
9.40
5.10
2.60
3
70.2
0.80
13.9
7.61
3.92
3-1/2
88.9
12.9
18.1
9.81
4.99
4
101.8
10.2
23.0
12.4
6.31
ti
127.0
24.7
35.0
18.9
9.63
6
152.4•
34.8
40.9
26.7
13.0
8
203.2
b8:0
03.8
46.2
23.0
10
254.0
91.6
130.0
70.0
35.8
It
904.8
1'19.0
182.0
98.5
50.3
+ Based on thrust per kPa ({td) pressure
t Blocking for dross may not be needed with long branch liner.
Step i. beteriniiie the bearing strength of the soil from the table
below t
BEARING STRENGTH OF SOILS
Sots and Site Bearing Loada lbfft2 kPs
Sound Shale
10 000
478.8
Cemented Gravel and Band
difficult to pick
4000
191.5
Coarse and find compact Sand
3 000
143.6
Medium Clay -Can bit spaded
2000
95.8
Soft Clay
1 000
47.9
Muck
0
0
Stop S. Divide the total thrust obtained in Step i by the bearing
strength of the soil to Let the area needed, m2 (ft ).
SIDk THRUST AL't>i: MATE li•ROCI ORk
Pipe flits
Side Thrust -per Degree•
In.
mm
lb N
1-1 /2
36.1
5.1 22.7
2
50.8
7.9 38.1
2-1/2
63.8
11.6 8I.6
3
76.2
17.1 ;w 76.1
8-1/2
88.9
22.4 09.8
4
101.0
28.3 125.9
8
127.0
48.1 191.7
8
152.4
00.8 270.5
8
203.2
108.0 458.2
10
2S4.0
160.0 711.7
12
304.8
1.225.0 1000.8
+ Based on ride thrust per 689 i&a (106 ad) pressure pet degree of
deflection.
ROTE, Multiply side thk6st frdrti table by­digrees of deflection
times kPa (psi) divided by 100 to obtabi total side thrust in N (lb).

General Installation
(Recommendations:
FOR GASKET PIPE
Installation
Excavation, Laying, Testing, and Back.
filling Instructions are usually provided.
by the Engineer III charge of the project.
Reference may also be made to Ameri-
can Society for Testing and Materials
Standard, ASTM D-2774 `Recommended
Practice for Underground Installation of
Thermoplastic Pressure Piping."
Excavation
I. The trench bottom shall be stable,
continuous, relatively smooth, and free
of rocks or other objects detrimental to
the pipe. It shall provide continuous
support for the pipe, and bell holes shall
be provided for the bell and spigot joints,
valves, and other system components
that might act as a fulcrum. When made
through a rock cut, at least 4" of com-
pacted satisfactory bedding material
shall be provided.
2. The trench depth shall place the pipe-
line at least 8" below the lowest recorded
frost depth, and shall place the pipeline
depth at least 30" below grade.
3. The trench width at the top of the pipe
shall be as narrow as practical to allow
adequate room for joining the pipe and
to al low proper compaction of the sideffil.
Minimum trench width is normally con-
sidered 12" plus the pipe O.D.
4. Pipelines shall be cased, bridged, or
otherwise protected at locations where
they will be subject to heavy surface
loads due to shallow burial. Casing shall
also be used In spanning creeks and
gullies, extending 8 fL on either side of
the creek or gully.
Jointing
1- The pipe shall be Jointed In the trench,
or above ground, In accordance with the
Jointing Instructions.
2. It Is Important that the gasket be clean
and properly seated, the spigot end we it
lubricated, and the bell and spigot ends
aligned correctly In both planes.
3. If jointing Is done above ground, care
Should be taken when lowering pipe into
be trench that the depth of the joint entry
-emalne correct Check that the depth
)f entry mark on the spigot ends isflush
vith the face of the bell. Jointing of 8"
Ind large pipe Is usually done In the trench.
1. AT NO TIME should a back -hoe or
Irrtiiar device be used to assemble pipe.
Thrust Blocking
As with other push -fit rubber gasketed
Joints, the pipe will not take end thrust
without restraints. Thrust blocks are
usually required at dead ends and
wherever the line changes direction of
30 degrees or more.
1. Thrust blocks shall be placed so that
the bearing surface is In direct line with
the major force created by the pipe or
fitting. Concrete having a compressive
strength of 2000 psi Is the recommended
blocking material, and may be poured
between the simplest of forms and the
undisturbed earth bearing surfaces.
2. Thrust blocking size may be 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
Pipe
Size
90
Elbow
45
Elbow
22%
Bend
Dead End
or Tee
5"
4a.74
28.38
13.45
38.10
V.
82.61
44.72
22.80
81.18
10"
128.84
59.47
3a.42
95.05
12" 1180,54
77.23
49.82
133.70
b) Determine the bearing strength of
the soil from the following table:
BEARING STRENGTH OF SOILS
SOIL Ib. per Sq FL
Muck peat, etc.
0
Soft clay..
1.Doo
Sand
2,000
Sand and gravel
3,000
_
Sand and gravel cemented with cloy
4.000
Hard shale
10,000
c) Divide the total thrust on the fitting
(step a) by the bearing strength of
the soil (step b). The result Is the
square feet of area needed on the
face of the thrust block
d) Thrust blocks should haunch the
pipe or flHing, not encase it.
Backfilling
I. Place select backfill and compact
under the haunch, along the sides of,
and over the top of the pipe to a com-
pacted depth of at least a". This backfill
shall be solls that allow good compaction
and placed In 6" layers, well compacted.
It shall be free of rocks, frozen clods, or
other hard objects.
2. The final backfill may then be made in
the usual manner, but care should be
taken not to dump large rocks or heavy
objects on the initial backfill and pipeline.
3. If the joints and fittings must be left
exposed while under test, backfill to
within one foot of each side of the joint
or fitting to- prevent deflection of the
pipe while under test pressures.
Testing
1. ALL AIR IN THE PIPELINE SHALL BE
BLED OFF CAREFULLY WHILE FILLING
THE LINE WITH WATER FOR TESTING.
Entrapped air In the line can cause ex-
cesslve teat pressures, and create un-
necessary problems. Air shall be bled
off at the high spots In the fine. Air
removal may also be accomplished by
pushing a foam plug through the line by
Incoming water pressure.
2. Test pressures may be 1'A times the
designed operating pressure of the
Pipeline. but shall not exceed the maxl-
mum pressure rating of the pipe.
3. After pressure test and acceptance
of testing, the uncovered joints and fit-
tings shall be initially backlilled with
well compacted soil, and then covered
with final backfill.
4. Hydraulic pressure testing of the
pipeline shall be carried out Initially at
Intervals not exceeding 500 yards and
thereafter at Intervals not exceeding
1,000 yards.
Radius Bends
Gradual change of direction may be
achieved by deflecting or cocking RIEBER
Joints a maximum of 3 degrees without
affecting the hydraulic seat of the joint.
Offsets are made only after the straight
In -line assembly is made. Deflectionsat
the joint and minimum curve radii (ft.)
obtainable are listed below:
Degree of
Deflection
at the Joint
ft 1.nQ1hA_
Offset. Inches
Fladlus, feet
1
4.2"
11150'
2
9.3"
572'
F
3
12.3"
391'
-4-

unit VML`fL
/ BLACK IMN AIR RELIEF
VALVE PRESSURE RELIEF
I VALVE
PUMP DISCHARGE
(Cenrter line)
CHECK VALVE
CASING
x3 RuhhcQ. hCb
ELECTRIC
PUMP
DIKE WALL
HYDRANT
1" Atine - i uJh L vJ S 3
raAzrE a 1 �Iy yltu )4s n. PVC PIPE
PUMP DETAIL
NTS
STATE. OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT HEALTH & NATURAL RESOURCES
DIVISION OF SOIL & WATER CONSERVATION
Wilmington Regional Office'
x27 Cat dinal Drive Ext., Wilmington, NC It Phone: [phone]

v
dr

360' rotation
impact sprinkler
Models 7025RD-1-1"M EFF, 7025RD-1-3/4ff F EFF
7025RD-1-1"F EFT, 7025RD-1-1!/off F EFF
PERFORMANCE DNFA*
Nozzle Pressure (psi)
35 40 45 50 , 55 60 65 70 75 80
#14 Nozzle (A2")
Flow fgpm)
8.34
8.91
9.45
9.97
10.5
10.9
11.4
11.8
12.2
12.6
Spkr. Base Press. fps))
35.8
40.9
45.9
51.0
56.0
61.0
66.1
71.2
76.2
81.2
013m. on 1.5' Riser (ft)
104
106
113
118
121
126
129
132
135
131
Dlam. on 6' Riser if
112
118
123
128
132
135
139
142
145
147
Dlam, on 12' Riser fft)
121
127
132
137
140
144
146
US
150
151
#1b Nozzle WA-1
Flow fgprrl)
10.8
11.6
123
43.0
13.6
14.2
14.8
15.3
15.9
16.4
Spkr. Base Press. (psi)
36.0
41.2
46.2
51.4
56.4
61.5
66.6
71.8
76.8
81.9
Warn, on 1.5' Riser (ft.)
112
116
121
127
131
135 :
138
141
144
146
Diam. on 6' RISer (ft)
120
128
133
138
142
147
150
153
155
Dlartl. on 12' Riser (ft)
128
134
139
144
153
156
158
160
#16 Nozzle ("a") ••
Flow (gpm)
13.6
14.6
15.5
16.3
17.1
11.8
18.6
19.3
20.0
20.6
Spkr. Base Press. fpsil
36.4
41.5
46.8
51.9
57.0
62.2
67.3
72.4
77.5
82.6
Diam, on 1.5' Rlser (ft.)
120
124
129
133
137
142
145
148
151
154
Diam. on 6' Riser (ft.)
127
134
139
143
147
150
153
156
159
161
Dlarn. on 12' Riser fft)
134
140
146
150
153
157
160
163
165
167
#20 Nozzle (14r")
Flow (gpm)
16.8
11.9
19.0
20.0
21.0
22.0
22.9
23.7
24.5
25.3
Spkr. Base Press. ipsi)
37.0
42.2
47.4
52.5
57.7
62.8
68.2
73.3
78.5
83.7
Diam, on 1.5' Rlser (ft)
124
128
134
138
143
147
151.
154
157
159
Dlam. on 6' Riser (ft.)
130
137
143
147
151
155
158
161
164
166
Dlam. on 12' Riser (ft)
138
144
149
154
159
162
166
168
171
173
#22 Nozzle VVu")
Flow (gprn)
20.2
21.6
22.9
24.1
25.3
26.4
27.5
28.5
29.8
30.5
Spkr. Base Press. (psi)
37.5
43.0
48.2
53.4
58.7
64.0
69.2
74.4
79.6
85.0
Diam. on 1.5' Riser (ft.)
127
132
137
143
147
151
155
1S9
162
164
Diam, on 6' Riser Ift.)
133
140
145
150
155
159
163
166
169
171
Diam. on 12' Riser (ft)
142
148
154
159
164
167
111
173
176
178
#24 Nozzle fu-1
Flow fgpm)
23.8
25.4
28.9
28.4
29.8
31.1
32.4
33.6
34.8
35.9
Spkr. Base Press. (psi)
38.4
43.7
49.0
54.4
59.8
65.2
70.5
75.6
$0.8
86.6
Olam. on 1.5' Riser ift)
129
135
141
146
151
158
160
163
166
168
D1am. on 6' Riser (ft)
136
143
148
154
159
163
167
170
173
175
Diam. on 12' Riser (ft)
146
152
158
163
Ise
' 172
176
178
180
182
'Figures reflect actual lest data. Production models may show slight variation.
•'Slandanl nozzle size.
Nole; Maximum stream Itcight is 15' (fr,) above nozzle using ya" (#20) nozzle at 50 psi operating pressure.

DESCRIPTION
The specially -designed 7025 F luent-Master" sprinkler is
ideal for disposing effluent by the land treatment method. With
a 25' trajectory and single -nozzle design, it provides good cover-
age over a large area. It is suitable for use on solid -set systems or
with minor modifications, on center pivots or other mechanical -
move systems.
This unique sprinkler is constructed of high -impact
engineering grade thermoplastics for excellent resistance
to a wide range of chemicals and solvents. It resists corro-
sion and scale build-up and prevents electrolysis, which can
occur with brass sprinklers. It retains its original shape and
rigidity even in extreme temperatures. Both the stainless steel
Splasharm spring and bearing are enclosed to protect against
_. contamination.
SPECIFICNFIONS
Sprinkler shall be of 360° rotation driven by impact
Splasharm and spring. It shall be capable of a distribution
pattern of feet in diameter at a riser height of
feet with an operating pressure of psi at
the sprinkler base and a discharge rate of gpm.
Nozzle trajectory angle shall be 25° (degrees) and nozzle
size shall be inch (Nozzle # — k Lower
bearing pipe thread size shall be (1 "NPT* male or
with coupling, J "NPT female, I "NPT female or 1 r/4"
NPT female
Sprinkler shall be constructed of high -impact
engineering -grade thermoplastics with stainless steel
fulcrum pin and splasharm spring. Fulcrum pin shall be
molded into the body for maximum support and stability.
Splasharm spring and bearing shall be enclosed for
trouble -free performance. Sprinkler shall be equipped
with a shallow -vaned barrel cylinder to minimize possible
flow obstruction from water -borne solids.
Sprinkler shall carry a two-year warranty on materials,
workmanship and performance.
MHU L�J 1 ®R
-
360° rotation
impact sprinkler r1L
Available as;
Model 7025RD-1-1"M EFF
Model 7025RD-1-3/4" F EFF
Model 7025RD-1-1"F EFF,
Model 7025RD-1-11/4" F EFF
FEATURES
• High -impact engineering -grade thermoplastic construction
provides excellent corrosion resistance
• Springs and fulcrum pin of top quality stainless steel —
absolulely no brass parts
• Splasharm spring and bearing enclosed for protection against
contamination
• 25° trajectory. single -nozzle design
• Nozzle sizes from 1132" to `A" in t/u" increments
(# 14, # 16, # 18, #20, #22. #24 nozzles)
• Flow range from 8 to 35 gpm
• "lWo-year warranty on materials, workmanship and
performance
• Sprinkler base pressures from 35 to 80 psi
• Sprinkler is also available as a double -nozzle model with
flow range from 10 to 45 gpm*
6 Operating performance data
(See chart on flip side of this page)
'Consult factory for pmper application.
Designed and manufactured by:
Benninger
IRRIGATION INC.
6416 Old Winter Garden Road, Orlando, Florida 32311, U.S.A.
Telephone [phone]. Telex 56-6558, Rlefax (407) 293-574C
Lubbock, TX [phone]
Grand Island. NE(308) 381-8558
% ucnt-Master' is a registered trademark of Senninger Irrigation Inc.

_11
BERKELEY9t
BERKELEY PUMPS
TYPE "B" RATING CURVES
MOTOR DRIVE
CURVE 4075
DATE 1-2-86
PAGE 1.02
SUPERSEDES
All previously issued
4075'Curvet
Casa: Masa.IM C.1. Few me. LO1018 Maa#MpLO1018 Nominal tt.P.M. 3600
h"ean..: N■w, C.I. Pan. me. S07367 Maelt.N.S07367 oNe Iij Full Based on Fresh Water A 80" F.
Maximum Working Pressure: 150 PSI
30
20
10 3
z
z
200
0
175
ISO
S'
E25
0
too
0
75 '.
50
25
QO
..
10 20
30
40
50
60
70
80
90
100
110
120
T-3207
CAPACITY
IN
U.9, OALLONB
PER MINUTE
MODEL
8 Ii2TPL
C-5035 9a�wen
suovmaeas
C-5035
oetw
3-1-72
Date 7-30-85
fPj_........._,
aA._...
509i
5596
......
._..
5891e
EFF1
IENC
SO9�
.
1
i
,
i
coma: Malartal C.I. Pam "e, LO1018 Mach. t a, L01018 Nominal R,P,w, J600
bnpalln: MahtrW C.I. Fait, me. M07298 17/8UIMmeh. No. See below ot< 6-9/16" Based on Fresh Water Q 80' F.
S32401111 Ill Maximum Working Pressure: 150 PSI
_�. _7 30
N SHR �.
1
l t.
200 -.
k+ 1 96
9/16
! 110 1_IPI 60 65'fFt 7096 3.....,t "[!F1"11Cf17VC'1""_... ..... ..._..._...._..._........._..
• 120 rw
to
,
I ! 74%
7 z
.....-A..
1
8DfaL0 I IIP) 70%
ISOt_...._.---�....._. •-- ......
............
Si"Dial 15 P10 } I 609
IIz _... _.. .........._l..1.......................
r
yl ao-......1.._..r...! .......... ........_...........I . _.. f ......_. 1._._..............._......._.._............ .... ................. ... I.
� .j-
._......... �...........+......»... ....... I.........._ {
�..... a._......1 I........�......_..._...._........_. _...
50........... -........... ...... ....... ......... ........ .,..........._........ r
25 .......,.._..... --._.-.._ .......... ........... .... .......
,
I
QL.._................_. ... ......................................._ .
0 50 100 ;!S 150 200 250
CAPACITY IN U.S. GALLONS PER MINUTE
(:-B8A8 ne•eaa+ 1'-1957, -1, -2 sorn•�ert C-8888 Dai.a 12-7-93 p.," 7-30-85 MODEL �TP
_ 1M_P_ L_L_F:it MACI NO,
^III' 71 "l1"+ _. i;..U-.
s._..,MB7aiJ7..... i.._._..1.....
74 ' M07 38 534238
10 MOTS .S3240

ii L l
S z Z I
., b'
Y QE
4
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�v btlr? a

Rr , y°o. /I
t
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aqoo /

` A
WA%RQ 1 y Michael F. Easley, Governor
r i
G William G. Ross Jr.. Secretary
rNorth Carolina Department of Environment and Natural Resources
—I
Gregory J. Thorpe, Ph.D., Acting Director
`�---- Division of Water Quality
April 30, 2002
Mr. Don Murray
Murray Swine Enterprises Inc
4600 Capital Blvd
Raleigh NC 27604
Subject:.Certificate of Coverage No. AWS640061
Murray Swine Enterprises Inc
Swine Waste Collection, Treatment,
Storage and Application System
Nash County
Dear Mr. Murray:
In accordance with your permit application received on December 19, 2000 and additional
information received on April 23, 2002, we are forwarding this Certificate of Coverage (COC) issued to
Don Murray, authorizing the operation of the subject animal waste collection, treatment, storage and
land application system in accordance with General Permit AWG100000. This approval shall consist of
the operation of this system including, but not limited to, the management of animal waste from the
Murray Swine Enterprises Inc, located in Nash County, with an animal capacity of no greater than 3,500
Wean to Feeder swine animals and the application to land as specified in your most current Certified
Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified desicg capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Internet http://h2o.enr.state.nc.us/ndpu
Telephone [phone] Fax [phone]
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycled/10% post -consumer paper

Certificate of Coverage AWS640061
Murray Swine Enterprises Inc
Page 2
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.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Raleigh Regional Office. The Regional Office Water Quality
Staff may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Marie Doklovic at [phone] ext. 371.
Si rely,
i
Gregory J. Thorpe, Ph.D. ~
Acting Director
cc: (Certificate of Coverage only for all cc's except Regional Office)
Nash County Health Department
Raleigh Regional Office, Water Quality Section
Nash County Soil and Water Conservation District
Water Quality Central Files
NDPU Files

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Nan -Discharge Permit Application Form
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections that are appropriate. If a
question has not been completed by the Division, please complete —1pn Vpig. Do not leave
any question unanswered. C ' V C V
1. GENERAL INFORMATION:
,DEC 1 i 1UUU
1.1 Facility Name: Murray Swine Enterprises Inc WATER QUALITY SFCION
1.2 Print Land Owner's name:. Don Murray Non-Diwharg9 Pe1R1it11T1g
1.3 Mailing address: 4600 Capital Blvd
City, State: Raleigh NC Zip: 27604
Telephone Number (include area code): 919-878-4755
1.4 County where facility is located:
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): From hwy. 64 take hwy. 581 S. go about 1/4 mile, and turn
right at church and go 3 miles follow_ road keep bearing to your left and cross Tar River bridge and turn left at first
house after bridge and you will see road to hoz houses.
1.6 Print Farm Manager's name (if different from Land Owner): Bill Brantley
1.7 Lessee's / Integrator's name if applicable; lease circle which type is listed): � ' r cif nS; st r fix-
( PP P YP ) ;� ,
1.8 Date Facility Originally Began Operation: 1/1/1993
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 64 (county number); _�l (facility number).
2.2 Operation Description: Swine operation ,
Wean to Feeder ,.
3500- Certified Design Capacity
Is the above information correct? GCJ yes; 0 no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
Type of Swine
0 Wean to Feeder
0 Feeder to Finish
0 Farrow to Wean (# sow)
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
No. of Animals Type of Poultry No. of Animals
0 Layer
0 Non -Layer
0 Turkey
Type of Cattle No. of Animals
0 Dairy
0 Beef
M: AWO-G-E 7/7/99 Page 1 of 4 64 - 61

Other Type of Livestock on the farm: yty No. of Animals:
RECEIVED
DEC 1 V luvu
WATER QUALITY SECTION
Nora -Discharge Permuting
FORM: AWO-G-E 717199 Page 2 of 4 64 - 61

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 14.83 : Required Acreage (as listed in the AWMP): 9.4
2.4 ber of lagoo storage ponds (circle which is applicable):
2.5 Are subsurface drains present within 100' of any of the application fields? YES or O (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or NO {please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRC andards, etc.) (Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? A"
What was the date that this facility's land application areas were sited?
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants Initials
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit application
for animal waste operations.
The CAWMP must include the following components. Some of these components may not
have been required at the time the facility was certified but should be added to the
CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field. REcmvED
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the" WUP.
3.3.7 The PAN applied to every land application field.' 7
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications. WATER QLALITY SECTION
3.3.10 A site schematic. Ii110l1-Qj&Oh �Qf�
3.3.11 Emergency Action Plan. POrmi ng
3.312 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 7/7/99 Page 3 of 4 64 - 61

Facility Number: 64 - 61
Facility Name: Murray Swine Enterprises Inc
4. APPLICANT'S CERTIFICATION:
(Land Owner's name listed in question 1.2), attest that
this application for .err-' ���\ne. rd�►`_rSPS_ 3-�__ ._ (Facility name listed in question I.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete.
Signature"r 1 f i Date T %�'� D
5. MAN GER' CERTIFI TION: (complete only if different from the Land Owner)
I, (Manager's name listed in question 1.6), attest that this
application for M arr ', *,4c r,r, eS (Facility name listed in question 1.1)
has been reviewed by me ana 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 informa ' and attachments are not included, this application package
will be returned as incon�i�e. aA,�
Signature 1 [h.` Date �I �►+ ` w
THE COMPLETED APPLICATION PACI E, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
R�CEfVED
DEC I `I -euuu
WATER QUALITY SECTION
Non -Discharge Permift
FORM: AWO-G-E 717/99 - Page 4 of 4 64 - 61

DrVISIOIN of RATER QUALITY REGIONAL OFFICES (I198)
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Page 4 of 4

4.
Animal Waste Management Plan
General o ation:
Name of Farm:.
Mailing Address:
Farm Location: County Fain is located in: ,q�
Latitude and Longitude: ES S - I _ p&_ _�C" Integrator:
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): _ S, jA —,'czu YA o
Operation Description•
Type of Swine No. of Animals
® Wean to Feeder
❑ Feeder to Finish
❑ Farrow to Wean
O Farrow to Feeder
❑ Farrow to Finish
© Gilts
❑ Boars
Type of Poultry No. of Animals Type of Cattle No. of Animals
o Layer ❑ Dairy
O Pullets ❑ Beef
Other Type of Livestock Number of Animals:
Acreage Available for Application: L #- S 3 -Required Acreage: r c
Number of Lagoons / Storage Ponds : 1 Total Capacity: ?Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or (V(please circle one)
V YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
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) ]mow 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 sumbd. 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 rum -off of pollutants from lounging and heavy use areas must be
mm muzed using technical standards developed by the Nautral Resources Conservation Service. The approved plan will be
filed at the farm and at the office of -the Iocal 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'Conservadon District prior to
implementation. A change in land ownership requires written notification to DEW or a new certification (if the approved
plan is changed) within 60 days,sf a title transfer.
Name of Land Owner: °N
Name of M
Signature:
ly
Date: ZI -2 _s 7
Date: /z - 2 z
A`VC: .. Auanct 1 1007

Technical Specialist Certification
L As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15q t
NCAC 6F .0005, 1 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.0217 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, WUP, RC,1), the technical specialist should only certify parts for which they are
technically competent.
II. Certification of Design
A) Collection Store a 1 m ment System
Check the approprtare box
0 Existing facilily without retrofit (SD or WUP)
Storage volume is adequate 'for operation capacity; storage capability consistent with waste utilization
requirements.
❑ New, expanded or retrofitted & eility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds,
have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Prin
Affiliation4&& cq_(_ 'P.Soc.rre e C o�vsP�`c1Q �,� Date Wark Completed: �z./22/ I
Address (Agency): /oe Ce Lo nl AV- , -& /67 . d&2L;/ MC Phone No.: _ 914 11.S .
B) Land Avylication 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 loading rates. -
Name of Technical Specialist (Please Print): :L'Y flm-naS
Affiliation Come.- �o 56-ar ie Date Work
Address (Agency): 7 Xo; it
Signature:
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.
No.:qz9` q59- W i4
❑ Facility witk exte_rioL Iots (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 Pratt):l hcma-s
Affiliation S S s-Oty Date Work
Address (Agency): Phone No.:SI9- S�5W6
Si,enature: arnavn Q 17ata• i7/27./M

D). Application and HandiiE_uiument
Check the appropriate box
'® Existing of font ding facilily with existing waste "ication equigtgnt (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).
❑ New. CaRanded, gr exi5ting facility w' m
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).
Q New. expWded. or existing facility without existing waste annlication fgui m� ent [a land sp ading not Using
5= irrigation. (WUp or 1)
Animal waste application equipment specified in the plan has been selected 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 speed hydraulic or .nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be iaintained; calibration and adjustment guidance are
contained as part of the plan).
Name of Technical Specialist (Please Print): / h o rm a 5 K
Affiliation - ,go2q4AjDate Work Com
Address
No.: 9/9- (AS?- '06
E) Odor Control, Insect Control, Mortality Manasement and Emergency Action PIan (SD
SI,-=, RC or n
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect
Control Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and
insects have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plpn are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print):
Affiliations F 4X /` C(:Y—V a�La Date Work Completed: ZlZ 2- /9 :z
T—
Address (Agenc c 2 Phone No.:rESp V//(
Signature: 7 'S Date: i2/z 2/97
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21,19%. If the facility was built before June 21,19%, when was it constructed or last
expanded ..
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road, street, or highway from- this new or expanding swine farm. The notice was
in compliance with the requiremdnts of NCOS 106-805. A copy of the notice and a list of the property owners notified is
attached.
Name of Land Owner:
Signature:
Date:
Name of Manager (if different from owner):_
Signature: Date:
AWC -- August 1, 1997 3

III. Certification of Installation
A) Collection, Storage, Treatment Installation
ew, expanded orztroflygd facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have been installed
in accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrqflts, no certif cation is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: --.Date:
B) Land AQnlication Site (WUP)
Check the appropriate box
09 The cropping system is in place on all land as specified in the animal waste managernent 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 wasteutilization plan.
0 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):_ _ [homes s _ .JI�4c
Affiliation AIDS� -sc ( J_&kytr ausca-')g, Aj Date Work Completed: IL 2 /?:Z
Address (Agency): Ag Ce4z44,,- A-- A Phone No.:_Q19-,�fS �(16
%7 t 1 /% A
Signature:
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 L rior Lots (RC) ;
Facility with exterior lots Y
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified
in the plan.
Far facilities without exterior lots, no cerdflcation is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): - Phone No.:
Signature: Date:
D) Application and Handling EQuilpme_nt Installation (WUP or n
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.
❑ Conditional approval: Animal waste application and handling equipment specified in the plan has
been purchased and will be on site and installed by (month/daylyear); 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 aULart of the plan.
Name of Technical Specialist (Please Print): ..I fidma s K_ _�kIti
Affiliation Na-s& ag2; /wg5lc� Ccew�Date Work Corn
Address (Agency);
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: Date:
Name of Manager (if different from owner):
Signature: Date:
E) Odor Control Insect Control and Mortality Management SD SI WUP RC or
Methods to control odors and insects as specified in the Plan have beed installed and are operational. The
mortality management system as specified in the Plan has so been installed and is operational.
Name of Technical Specialist (Please Print): - S'
Affiliation L i GJ Date Work Complete : IT/'?2/ 5;7-,
Address (Agency): A t"e 6l: A�X041 /67 4&da j64 NC z7,9% Phone No.:
Signature.
AWC -- August 1, 1997 5

PIease return the completed form to the Division of Water Quality at the following address:
Department of Environment, Health, and Natural Resources
Division Of Water Quality
Non -Discharge Branch, Compliance Unit
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 flies with your Animal Waste Management Plan.
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ANIMAL WASTE UTILIZATION PLAN
Producer: DON MURRAY
Location: 4600 CAPITAL BLVD 44T
RALEIGH NC 27604 `�i"
Telephone: [phone]
Type Operation: Existing Wean to Feeder Swine
Number of Animals: 3500.00 pigs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied. '
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1.. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.

ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for splecific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H .0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
3500 pigs x .40 tons waste/pigs/year = 1400 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
3500 pigs x .48 lbs PAN/pigs/year = 1680 lbs. PAN/year
m
Applying the above amount of waste is a big job. You should plan time
and have appropriate equipment to apply the waste in a timely manner.
The following acreage will be net�4pd for waste application based on
the crop to be grown, soil type apd surface application.

ANIMAL WASTE UTILIZATION! PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
pfHE35
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
Zone
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
1739
1
GrC
BH
5.5
275
0.00
1.65
453.75
I
APR--SEPT
1739 1-1
IGrC
1739
2 1
GrC
1739 1-2
1
GrC
1739
3 1
GrC
1739 1-3
1
GrC
1739
4 1
GrC
1739 1-4
1
GrC
1739
5 1
GrC
1739
1-5
1 GrC
1739
6
1 GrC
1739
1-6
1 GrC
1739
7
1 GrC
1739
-7
1 GrC
SG
I50.0
150
10-00
11.65
(SEPT-MAR
BH
5.5
0.00
I I
1275
11.5
1412.5
APR-SEPT
SG
50.0
75
I I
150
10.00
11.5
SEPT-MAR
BH
5.5
0.00
371.25
I
1275
11.35
APR-SEPT
SG
50.0
0.00
3 5
67.5
I
150
Il.
SEPT-MAR
BH
5.5
0.00
I I
1275
11.2
1330
APR-SEPT
SG
50.0
0.00
I I
150
11.2
160
SEPT-MAR
BH
5.5
0.00
I
1275
10.6
1165
APR-SEPT
SG
50.0
0.00
D.6
310
I
150
SEPT-MAR
S
BH
5.5
0.00
I
1275
11.35
1371.25
APR--SEPT
SG
50.0
0.00
I
150
11-35
167.5
SEPT-MAR
BH
5.5
275
0.00
I
I
I
11.2
1330
APR-SEPT
SG
50.0
150
0.00
11.2
16O
I
SEPT-MAR

ANIMAL WASTE UTILIZATION PLAN
1739 18 jGrC IBH I5.5 1275
1739 1-8 jGrC SG 50.0 150
x
END
z
0.00 10.75 1206.25
APR-SEPT
0.00 10.75 137.5
SEPT-MAR
TOTAL13120
- Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
[VOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations may
require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This plan
only addresses nitrogen.

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
In interplanted fields (i.e. small grain, etc, interseeded
in bermudagrass), forage must be removed through grazing,
hay and/or silage. Where grrazing, plants should be grazed
when they reach a height of six to nine inches. Cattle
should be removed when plants are grazed to a height of four
inches. In fields where small grain, etc, is to be removed
for hay or silage, care should be exercised not to let small
grain to reach maturity, e$pecially late in the season (i.e.
April or May). Shading may result if small grain gets too
high'and this will definitely interfere with stand of
bermudagrass. . This loss of stand will result in reduced
yield's and.less nitrogen being utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you,4re encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times,;during the season, depending on
time small grain is, planted in the fall.
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a
height of about two inches before drilling for best results.

ANIMAL WASTE UTILIZATION PLAN
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
CROP
UNITS
PER UNIT
BH
SG
BERMUDAGRASS - HAY
SMALL GRAIN OVERSEEDED
TONS
50
1.00
TABLE 1
TABLE 2
TOTAL
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW N USED
9.6
3120
0
0
9.6
3120
* BALANCE
-1440
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N-produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than the
acres shown in the tables.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approximately 266 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 1330
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300.pounds of nitrogen per acre, you
will need 4.43333333333 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 10.64 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25%- depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initi4l soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
Tract
1739
Field
Soil Type
Crop
Application Rate
(in/hr)
Applic. Amount
(inches)
1
GrC
BH
0.40
*1.00
1739
2
GrC
BH
0.40
*1.00
1739
3
GrC
BH
0.40
*1.00
1739
1739
4
GrC
BH
0.40
*1.00
5
GrC
BH
0.40
*1.00
1739
6
GrC
BH
0.40
*1.00
1739
1739
7
GrC
BH
0.40
*1.00
$
GrC
BH
0.40
*1.00
1739
�l
GrC
SG
0.40
*1.00
1739
GrC
SG
0.40
*1.00
1739
1739
1739
1739
GrC
SG
0.40
*1.00
GrC
SG
0.40
*1.00
GrC
SG
0.40
*1.00
GrC
SG
0.40
*1.00
1739
1739
GrC
SG
0.40
*1.00
GrC
SG
0.40
*1.00
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.

ANIMAL WASTE UTILIZATION PLAN
Your facility is designed for 180.00 days of temporary storage and the
temporary storage must be removed on the average of once every 5.00
months. In no instance should the volume of the waste be stored in
your structure be within the 25 year 24 hour storm storage or one foot
of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE_ OF OPERATION

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

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any -perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter strips).
1.2. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public -right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
15. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 11

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate _ determining
element. Zinc and copper levels.in the soils shall be
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five ( 5 ) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 12

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:MURRAY SWINE ENTERPRISES INC.
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters of the
state from a storm event less severe than the 25-year, 24--hour
storm. The approved plan will be filed on -site at the farm office
and at the office of the local Soil and Water Conservation District
and will be available for review by NCDWQ upon request.
Name of Facility Owner: DON MURRAY
(Please print)
Signature: ZUy` Date:
Name of Manager (If differ from owner): f qh, �% _gr4dd
Signature : Date: 11412
Name of Person. Preparing Plan: (Please print)J. Edward Long
Affiliation:Nash Soil and Water Conservation District Phone
No. 919-459-4115
Address (Agency): Room 107 Ag. Center Drive
Nashville NC 27856
Signature: Date: IZZZ ?�2
Paae: 13

i!.,;:: i.: 11T.2411 1. 1 JILI
.................
..........
a
'i 1,Ah
j
m
Azu
'i V
S20&
IE
.. . ..... ...
M V

U.S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
map
symbol
SOIL MAP LEGEND
Legend .
Soil name
AaA jAltavista sandy loam, 0 to 3 percent slopes
AbA Altavista -Urban Land complex, 0 to 3 percent slopes
AUB jAutryville loamy sand, 0 to 6 percent slopes
Bb 'Bibb loam, frequently flooded
BnB jBianton loamy sand, 0 to 6 percent slopes
BOB lBonneau loamy sand, 0 to 4 percent slopes
Co lCongaree fine sandy loam, frequently flooded
DQA IDOthan loamy sand, 0 to 3 percent slopes
FeB IFeceville loamy sand, 1 to 5 percent slopes
GeB lGeorgeville loam, 2 to 6 percent slopes
GeC lGeorgeville loam, 6 to 10 percent slopes
GeE 1(3eorgeville loam, 10 to 25 percent slopes
GgB lGeorgeville gravelly loam, 2 to 6 percent slopes
GgC lGeorgeville gravelly loam, 6 to 10 percent slopes
GgE lGeorgeville gravelly loam, 10 to 25 percent slopes
GOA IGoldeboro fine sandy loam, 0 to 2 percent slopes
GrB lGritney sandy loam, 2 to 6 percent slopes
GrC lGritney sandy loam, 6 to 10 percent slopes
Gu6 IGeorgeville-Urban Land complex, 0 to 6 percent slopes
HeB jHelena coarse sandy loam, 2 to 5 percent slopes
Me IMeggett loam, frequently flooded
NaC Nankin sandy loam, 2 to 10 percent slopes
NnB. INason loam, 2 to 6 percent slopes
NnC INason loam, 6 to 10 percent slopes
NoA lNorfolk loamy sand, 0 to 2 percent slopes
NOB INorfolk loamy sand, 2 to 6 percent slopes
NPB Norfolk -Wedowee complex, 2 to 6 percent slopes
NrB INorfolk, Georgeville, and Faceville soils, 2 to 8 percent slopes
NUB Norfolk -Urban Land complex, 0 to 6 percent slopes
Ra lRains fine sandy loam
Rh Rains -Urban Land complex
To ITomotley fine sandy loam
Ud jUdorthents, loamy
Ur jUrban Land
w lwater
WeB lWedowee coarse sandy loam, 2 to 6 percent slopes
weC lWedowee coarse sandy loam, 6 to 10 percent slopes
Wh ]Wehadkee loam, frequently flooded
WkA jwickham fine sandy loam, 0 to 3 percent slopes
WoA 1worsham loam, 0 to 2 percent slopes
{
PAGE 1 OF 1
07/22/99

OM C• :KETT IRRIGATION, INC. • P.O. BOX 390 • WILL.IANISTON, NORTH CAROL.INA 27892 • 919.-792-9121
May 11, 1999
Mr. Shelton Baker
USDA-NRCS
1006 Eastern Avenue
Nashville, North Carolina 27856
Dear Mr. Baker,
The solid -set underground waste system designed and installed
for Don Murray meets Natural Resources Conservation Service
qualifications. The pipe is about three feet deep; all
fittings were properly cleaned and glued in place. More
than enough concrete was used to thrust block the ends,
ninety -degree elbows, and at the pump discharge. There
were no leaks in the system and the system operated -as
designed with adequate pressure, sprinkler coverage,
and proper buffers from the ditches_.
If I can be of any further help please call.
Sinc rely,
Preston L. Parker, Jr. (Vern)
TOM CROCUTT IRRIGATION, INC.
plplids
cc: Don Murray
4600 Capital Blvd
Raleigh, N C 27604

USDA
am
NRCS
201 St Andrews Street
Room 138
P.O. Box Io
Tarboro, NC
27886
Telephone
[phone]
TO: Thomas Sledge
SUBJECT: ENG - Don Murry
Irrigation System
DATE: June 8,1999
FROM: Joy Sherrod 97A*9f
CC:
The installation invoice for the Don Murry irrigation system
shows 64 riser valves. You have confirmed 64 valves have been
installed. I have corrected Table 3 of the irrigation Parameters
Worksheet to show nine risers on lateral #6.
Please insert this revised sheet in the design packet and revise the
waste utilization plan to show 9.6 acres of effective wetable
acreage under the solid set system

USDA
NRCS
201 St. Andrews Street
Room 138
P.O. Box 10
Tarboro, NC
27886
Telephone
[phone]
TO: Thomas Sledge
SUBJECT: ENG -Don Murry
JAN ,
lycr
LI.0
Irrigation Syste NX�rl r—=. �""
Nash County, N
DATE: January 20, . 199
FROM: Joy Sherro
CC: Tom Crockett Irrigation, Inc.
I have reviewed the information submitted to me on the proposed waste
water land application system for Don Murry as furnished by Tom
Crockett Irrigation, Inc. We have verified the system has been flagged
and all applicable buffers are in place. The operator should be
encouraged (q ;maintain a permanent marker for the location of the
gun cart at the start of each pull
The design will meet NRCS standards and specifications once the waste
utilization plan is revised to show 9.7 acres of effective wetable acreage
under the solid set system please note a correction /An been made on
Table 3 of4ie Parameters Sheets, there are ten hydrants on line #6
rather than nine. .
Once the system is installed, a letter of certification is needed from the
irrigation installer confirming the system has been pre ssu tested and
has been installed according to NRCS standards and' specifications.
You are encouraged to visit the site during the testing of the system.

1210
r-
TOM CROCKM IRRIGATION, INC.
751 E. MAIN ST. • P. O. BOX 390
WIWAMSTON, NC 27892
[phone]
DON MURRY
•4600 CAPITAL BLVD
RALEIGH NC 27604
L 878-4775
Here Is our quotation on the goods named, subject to the condlllons noted:
PLEASE INDICATE THIS
NUMBER WHENORDERING
12/10/90
ens r v,n.
_- NET 30 - SHIPPING P01
J IUSD� A NRCS AGENT: SHELTON BAKER
7O BE SWIPED VIA rrn ry
CONDITIONS: The prices and forms on this quotation are riot subject to verbal changes or other agreements unless approved In wrifing by the Nome Office of the Setter. An quotaf+o
and agreements are contingent upon strikes, accidents. fires, availability of materials and all other causes beyond our control. Phices are based on costs and snndi ions exisfing on &
of quotafion and are subject to change by the Setter before final acceptance.
Typographical and stenographic errors subject to correction. Purchaser agrees to accept either overage or shortage not in excess of fen percent to be charged for pru•ra
Purchaser assumes liability forpatent andcapyrighf infringement when goods are made to PUrufmserl; speaTxafra v. When quofatwnspecifles material to be furnished by the purchas
ample allowance must be made for reasonable spoilage and material must be of suitable quality to facilitate efficient production.
CwmWons not sped icatiy stated herein shall begoverned by established trade customs. Terms Inconsistent with those stated herein which may appear on Purchaser's four
order will not be binding on the Seiler.
Em QUANTITY
DESCRIPTION _
PRICE
^AMOUNI
1 1380'
4" PR-160 PVC pike
.72
$ 992
2 3201
3" PR-160 PVC pipe
.46
147
3 3460'
2" PR-200 PVC pipe
.29
1,002
4 100'
1" SCH 40 PVC pipe
.25
25
5 801
8" black corrugated collar pipe
1.65
132
6 1
4" PVC male adapter
f
7 4
4" 450 PVC elbows
15.12
6C
8 2
4" 90" PVC elbows
20.01
4C
9 4.
4" PVC tees
17.21
6E
0 1
4 x 3 PVC trees
1;
1 1
3" 90° PVC elbow
{
2 3
4" PVC crosses
20.01
6(
3 1
3" PVC tee ,
1(
.4 11
4 x 2 PVC bushing
7.04
T
5 2
4 x 3 PVC bushings
7.04
11
6 5
3 x 2 PVC bushings
3.15
19
.
7 13
2" PVC caps
.91
1:
8 15
4 x 1 PVC -tees
17.21
251
9 2
3 x 1 PVC tees
104.34
21
0 47
2 x 1 PVC tees
2.35
ID
.1 128
1" 90° PVC tees
.60
71
.2 64
1" PVC SCH 80 female adapters
5.66
36
3 64
RC-1 quick couplers w/rubber covers
22.85
1,46
4 10
ART-1" x 18" risers
4.20
4
PLEASE CONTINUE
***PVC PIPE PRICES MAY BE HIGHER OR LOWER AT TIME OF 0 ER
_
F OWf M42. RAPNFOPMS.
= ! TOSEMER CAU 8W 2Sr-OW: AX OWAS1-6113 1 1�
QUOTE VALID FOR DAYS. BY_ y'1fM- ( _
PRESTON L. PARKER, JR. (VERN)

rrut..c %Atjw eme eve.
F
TOM CROCKM IRRIGATION, INC.
751 E. MAIN ST. i P. O. BOX 390
WILLiAMSTON, NC 27892
[phone]
DON MURRY
1210
PAGE 2
PLEASE INOICATE MIS
NUMBER WHEN ORM RRJG
12/10/98
DAi
ITERMS - — - SOB
NET 30 SHIPPING P0.
L J JUSDA--NRCS AGENT: SMTON BAK]
To BE SHIPPED VIA r ch n
Here Is our quotation on the goods named, subject to the condtitons noted:
CONDITIONS: The prices and terms on this quotation are not sut*Pd to verb$) drangea or oflor agreenxw.- unless $p;roved fn writing by the Home Office of the setter. AA quotafx
and agreements are contingent upon strikes, accidents. Gres, availabiliry of materials and aA other causes beyond our control. Prices are based on costs and conditions erisfing on d
of quotation and are subject to dmtW by the Seiler before final acceptance,
Typographical $nd stenographic errors sukect !o correcimn. Purchaser agrees to sccep! either overage or shortage not in excess of fen percenr to be charged for pro•r;
Purcfmser assumes liability for patent and copyright Inf bVement when goods are mods to Purchaser's spec ficafiorms. When quofafion specifies material to be furnished by the purcha;
aarpfe allowance must be made for reasonable spoilage and material most be of suitable quality to facifitale efrident production.
Condilims not specifiengy slated herein shoo be governed by estabhs)wd trade customs. Terms Inconsistent with (hose stated herein which mayappearvnPurcArtser;s ton
order will not be binding on the SeAer.
OUANTITY
DESCRIPTION
PnZi -- .. - I. _. --AMOUNT
5 10
7025 RD sprinklers, 1/4 nozzles
39.19
391
6 1
BlkTPM 10 HP pump
2,497
7 1
4" brass gate valve
9C
8 1
3" x 351 suction hose
187
9 1
Set miscellaneous steel fittings for pump hookup
8E
0
Flora meter flanged 4"
1 65C
g g�
LESS 25%, items 6-26
1 39=
Installation of PVC pipe less concrete and thrust blocking
6
TO
= no 4113
QUOTE VALID FOR DAYS.
BY . VXG-" �%rI&YU ,
PRESTON t. PARKER JR. (VERN)

mm�

rOM CROCKETT IRRIGATION, INC. • P.O. BOX 390 • WILLIANISTON, NORTH CAROLINA 27892 • 919-792-3121
DON MURRY
4600 CAPITAL BLVD
RALEIGH NC 27604
878-4755
SPRINKLER 7025 RD SPRINKLER, 1/4 NOZZLE: 60 PSI, 14.2 GPM, 135' DIAMETER
SPACING 60% X 135 = 81'; USE 80' SPACING
TDH 1180' 4" PR-160 PVC PIPE @ 142 GPM, .39 PER 100' 4.6
3" & 2" LATERAL W/9 SPRINKLERS 3.76
4" GETE VALVE @ 142 GPM .57
22" CHECK VALVE @ 142 GPM 1.6
ELEVATION INCLUDING RISER HEIGHT 1.73
SUCTION LIFT, 8' 3.46
SPRINKLER PSI 60.0
3. 3 (,, �?s 75.72 OR 174.91 FT Hi
PUMP B1�TPM 10 HP, 1 PH, 142 GPM @ 80 PSI, 75% EFFICIENCY
NPSHA PS-(UP+Ls+Hf) 33.03-(.69'+8'+9.24') = 15.10'
HORSEPOWER 174.91 X 142 24837.22 _ 8.36
3960 X .
PIPE,AND PVC IS SDR-21 & SDR-26; FITTINGS ARE SCH 40 & 80
FITTINGS
APPLICATION 96.3 X 14.2 1367.46 _ .21 FULL CIRCLE
RATE 80X 80360
— — .21 X 270 — .28 ftEE—QUARTER CIRCLE
ACRES 80 X 80 _ .15 FULL CIRCLE
43560 —
VERN PARKER 4/22/98

ExHa1T D•3'
rA-BL 3 - S'oUdgetTidgwflm.Gun Sittings DON MURRY
iakt�$�C eop&TypeofE r►t: 7025 RD SPRINKLER, 1/4 NOZZLE; 60 PSI, 14.2 GPM, 135' DIAMEI'Eit
Treld Rep
and:
UneNoZ
Na:td war
Hydrants
Wetted
Diameter
feet
HydrsutSpadag(rt)
Along Setwesp
Pipeline Pipelines
Appllesoatr
Rate•
Wh
OPERATING PARAMZTERS
Nozaer Operating Operating
Diameter Pressure inure
inches Gros ( sn H min
Comments
L739 1
11
135'
80
80
.21
114
60
4
1.65 ACRES
2
10
it
it
$I
It
it1.5
3
9
It
,r
+r
Er
+r
�+
1.35
4
8
to
n
it
it
to
1.2
5
It
n
u
"
is
to
rr
, f?
6
to
It
to
to
It
it
x$
`+
rr
sr
it
+�
1.2
8
5
it
++ i
of
of
It
n
it
.75
WETTED ACRES
ached strop.
eparate entries -for each pipeline with hydssissts in each field.
NRCS, NC
NNE, 1996

9MGATION SYSTEM DESIGN PARAMETERS
Landowned0peratc*W me: DON BURRY .
Address: 46 CAPITAL BLVD
Telephone: [phone]
TABLE 7 - Field Specifications'
County:
Date:
E� I
N�l
�-A It
'Table to be completed In its entirety by Feld Office personnel and forwarded to the irrigation system designer.
'See attached map provided by the Field Office for geld locadon(s).
'Total field acreage-n&Ws regWwd buffer -areas.
'Refer to N. C. Irrigatlon Guide, Field Office Technical Guide, Section II G. Armual application must not exceed the agronomic rates for the soil and crop used.
<rrlgatlon Parametera
October 1995
page-1 .
USDA-MCS
Nerlh Camll"

EXHEBTr D-3
TAsr.L T — Wid Set rhiption. Gun settings- DON MURRY
Make;.Motiel andTypt:oCEquipment: 7025 RD SPRINKLER, 1 /4 NOZZLE; 60 PSI, 14.2 GPM, 135' DIAMETER
!field NeL
and
Une No=
Noatsberar
Hydrants
Wetted.
Diameter-
fEet
Hydrant Spacing(ft)
AIM& Beaveea
Pipeline Pipelines
Appllcatloar
Rate.
sub"
OPERATING PARAMETLRS
Nola Operating. Operating
Dimmeter Pressam 71me
(inches) Gun (psi) Q Hydrant
Comments
T1739 1
11
135'
80
80
.21
1 4
60
4
1.65 ACRES
2
10
II
"
II
1.5
3
9
II
to
It
IIof
II
1.35
4
II
11
II
„
It
II
11
1.2
5
4
of
it
11
It
it
II
11
6
,qr., j)
II
II
II
Ii .
II
II
R
N.JJ 1 .4 1
7
8
"
it
If
it
11
IT
If
1.2
8
5
of
II
I,
II
II
,I
I,
.75
, 713:ff WETTED ACRES
1S= afteched maR
2Show separate entries for end pipeline with hydrants in each field
NRCS, NC
JUNE, 1996

TABLE 5 - Thrust Block Specifications'
❑esioner may provide thrust block details on separate sheet.
LOCATION
THRUST BLOCK
AREA (sq. %)
90' Dead
Dead find 2"
.5
Tee 410.
1.3
DEAD FBiD "
50 BEND
1.0
t See USDA-NRCS Field Once Technical Ouide. Section IV, Practice Gale 430-DD.
USE 1200 FOR SOIL—BF,ARING STRENM
page-4
i 4-•
r ��.� �• slob
- la o� -
�,
!I a.4 k
USDA -MRCS
NottH Carollna
f YL'ri r i.

IRRIG;kTIQN SYSTEM DESIGNER
Name: - Ad PR TON L. PARER, JR .
Company: TOM CROCKM IRRI ATION 1W
Address: P 0 BOX 390/751• E MAIN_STIWILLIAMSTON NC 27892
Phone: [phone]
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block
locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. * Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinlcler(s).
7. Manufacturer's specifications, for the irrigation pipe and/or USDA -MRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section PV, Practice Code 430-DD.
8. The information required by this form are the minimum requirefppnts. It is the responsibility of the
designer to consider all relevant factors at a particular site and address them as appropriate.
9. irrigation pipes should not be installed In lagoon or storage pond embankments without the approval
of the designer.
NOTE: A buffer strip S0 feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per DEHNR-DENT Code Section 15A NCAC 2B .0200 - Waste Not Discharged to Surface
Waters.

SOLID --SET SYSTEM
Narrative of Irrigation System Operation
Describe the operation of the system in the space provided below or on a similar sheet most convinient to the designer/supplier.
Include procedures such as start-up, shut -down, winterization and regular maintenance of all equipment
AT FIRST START UP, CLOSE 4" GATE VALVE AND OPEN ONLY ABOUT
TWO TURNS. WHEN THE spina= OPERATE FREE OF AIR,
SLOWLY OPEN GATE VALVE UNTTIL. PUMP PRESSURE IS 75. TO
APPLY 1/2" OF WATER OPERATE- FULL CIRCLE SPRINE= ABOUT
2� HOURS. MAiOr SURE TO OPERATE HALF CIRCLE SPRINKLERS
ONE—HALF THE TIME OF THE FOL L CIRCLE SPRINiCF M .
MAKE SURE TO DRAIN PUMP DURING FREEZING WEATHER.
Irrigation parwrork a USDA-URCS
October 1995 pag&A North Carolina

on each aide of the pipe to provide support free from voids.
Care should be taken to avoid deforming, displacing, or
damaging the pipe during this phase of the operation.
GA Final beekftll
SAA Gi mral. After pipeline testing, final 6ackfill shall be
placed and spread In approximately uhiform layers in such a
manner as to fill the trench completely so that there will be no
unfilled spaces under or about rocks or lumps of earth in the
backfill. Final Lackfill shall be free of large rocks, frozen clods
and other debris greater than 76 mm (3 in.) In diameter. Rolling
equipment.or heavy tampers should be used to consolidate the
flnaI baekfill only after the minimum. depth of cover has been
plased'and only with pipe having wah thicknesses greatef than
that of SOR41...
513CT1uA 7-SP$CIAL CONSWERAVONS
7A Ball hoW lot tub6t quMi )dfntL When the pipe being in-
stalIed h provided with rubber gasket joints. bell holes shall be
excavated in the bedding material to allow For the unobstructed
assembly of the joint. Cate should be taken that the bell hole 6 no
larger than necessary to accomplish properjoint assembly. When the
joint has been made, the bell hole should be carefully Piped with
TABLE it -- THRU8T BLOCKING AND ANCHORS MR. UND1MGRbUMl7 DMIGA'1'ION PIPEIANES
Steo I. Multiply ibe working preanno by the appropriate value
*.► � shown f s tbo following table to obtain total thrust in N• (lb )=
PIPztA t TSBUST FACTORB6.
Mpe 81ee dead End 9e 450 22-11e
in. tam or Tee hfbosi hlbow Elbow
1-112
88.1
2.04
4.16
9.25
1.15
2
50.8
4.56
6.45
8.50
1.78
2-1/2
63.5
0.65
9.40
5.10
zoo
8
76.2
9.80
13.9
7.51
8.82
3-112
6&e
12.8
18.1
9.61
4.99
4
101.0
10.2
28.0
12.4
6.81
5
127.0
24.7
86.0
18.9
0.03
6
152.4-
84.8
40.2
28.7
13.6
e
203.2
SOM
68.5
4b.2
23.0
10
264.0
91.9
130.0
"A
35.8
It
904.8
149.0
189.0
99.6
50.3
• Based on thrust pe"Pa (0d) pressure
t Bleekln8 for eton may not be needed with long branch Ilexes.
Step z. beladnine the bearfus streasth of the sail from the table
belowt -
REARING STRENGTH OF SOILS
Soal and We Beastog Loma Ib1tt2 kra
8ouiid Shiite
10 000
478.8
Cemented Gravel and Sand
difficult to pick
4000
181.5
Coarse and find eompaet Sand
$000
148.0
Medfum Clan -Can bd spaded
9000 '
05.8
Soft Clay
1 000
47.9
Muck
O
0
Step S. Divide the total Unust obtained In Step i by the bearins
dran th of the soft to get the area needed, m2 (feR).
t
SIDE TMUST AL'yf3 NATB MOMMIRB
Plpb Bite Side Thrust -per Dense•
lb. mm lb N
1-112
88.1
5.1
22.7
2
50.8
7.9
35.1
.112 2
63.5
11.6
61.0
3
76.2
MI
76.1
8-112
B8.9
22.4
09.0
4
101.6
28.3
125.0
5
127.0
48.1
191.7
8
162.4
60.9
270.5
8
203.2
103.0
459.2
10
2b4.0
160.0
711.7
12
804.8
225.0
101p.8
} Based *aside dniast per 8B9 ka (101i pd) Dresssire Fat degree of
deflection, • . .
NOTE: Mu100kr side thin f tl by `db° 0 of deflection
times kra (pill) divided by p to � total;? trs N (lb).
t
100

General Installation
Recommendations:
FOR GASKET PIPE
Installation
Excavation, Laying, Testing, and Back -
filling Instructions are usually provided.
by the Engineer th charge of the project.
Reference may also be made to Amerl-
can Society for Testing and Materials
Standard, ASTM Q2774 "Recommended
Practice for Underground Installation of
Thermoplastic Pressure Piping."
Excavation
I. The trench bottom shall be stable,
continuous, relatively smooth, and free
3f rocks or other objects detrimental to
;he pipe. It shall provide continuous
support for the pipe, and bell holes shall
m provided for the bell and spigot joints,
hives, and other system components
hat might act as a fulcrum. When made
hrough a rock cut, at least 4" of com-
iacted satisfactory bedding material
shall be provided.
!. The trench depth shall place the pipe -
ins at least 6" below the lowest recorded
rost depth, and shall place the pipeline
leplh at least 30" below grade.
G The trench width at the top of the pipe
ball be as narrow as practical to allow
.dequate room for joining the pipe and
3 allow proper compaction of the sidefill.
41nimufn trench width is normally con•
Idered 12" plus the pipe O.D.
. Pipelines shall be cased, bridged, or
therwiss protected at locations where
ley will be subject to heavy surface
lads due to shallow burial. Casing shall
Iso be used in spanning creeks and
ullfes, extending 8 ft on either side of
to creek or gully.
jointing
The pipe shall be jointed In the trench,
r above ground, in accordance with the
Hinting Instructions,
It Is Important that the gasket be clean
id property seated, the spigot endwell
bricated, and the bell and spigot ends
igned correctly In both. planes.
If jointing Is done above ground, care
could be taken when lowering pipe Into
a trench that the depth of the Joint entry
mains correct. Check that the depth
entry mark on the spigot ends Is flush
th the face of the bell. Jointing of 6"
d large pipe la usui lydons In the trench
AT NO TIME should a back -hoe or
nllar device be used to assemble pipe.
Thrust Blocking
As with other push -fit rubber gasketed
Joints, the pipe will not take and 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
Pipe
Size
90
Elbow
45
Elbow
22%
Bond
Dead End
or Tee
6"
4a.74
26.38
13.46
36.10
a"
82.61
44.72
22.80
61.18
10"
128.84
69.47
36.A2
W05
12"
1 1SM54
77.23
1 49.82
133.70
b) Determine the bearing strength of
the soil from the following table:
BEARING STRENGTH OF SOILS
SOIL Its per 89 ,FL
Muck POat, etc. 0
Soft !�g 1,000
Sand 2,000
Sand and ref 3AW
Sand and 9mvel celnented with vMay 4,000
Hard shale 10,000
c) Divide the total thrust on the fitting
(step a) by the bearing strength of
the soil (step b). The result is the
square feet of area needed on the
face of the thrust block
d) Thrust blocks should haunch the
pipe or fitting, not encase It
Backfilling
1. Place select backfill and compact
under the haunch, along the aides of,
and over the top of the pipe to a com-
pacted depth of at least 6-. This backfill
shall be soils that allow good compaction
and placed in 6" layers, well compacted.
It shall be.free of rocks, frozen cods, or
other hard objects.
2. The final backfill may then be made in
the usual manner, but care should be
taken not to dump large rocks or heavy
objects on the Initial backfill and pipeline.
3. If the joints and fittings must be left
exposed while under test, backfill to
within one foot of each side of the joint
or fitting to- prevent deflection of the
pipe white under test pressures.
Testing
1. ALL AIR IN THE PIPELINE SHALL BE
BLED OFF CARERJLLY WHILE MLLINQ
THE LINE WITH WATER FORTESTINQ
Entrapped air In the line can cause ex-
cessive teat pressures, and create un-
necessary problems. Air shall be bled
off at the high spots In the line. Air
removal may also be accomplished by
pushing a foam plug through the line by
Incoming water pressure.
2. Test pressures may be 1 % times the
designed operating pressure of the
pipeline, but shall not exceed the maxi-
mum pressure rating of the pipe.
3. After pressure test and acceptance
of testing, the uncovered joints and fit-
tings shall be INtiatly bacldilled with
well compacted soll, and then covered
with final backfill.
4. Hydraulic pressure testing of the
pipeline shall be carried out Initially at
intervals not exceeding 500 yards and
thereafter at Intervals not exceeding
1,000 yards.
Radius Bends
Gradual change of direction may be
achieved by deflecting or cocking RIESER
Joints a maximum of 3 degrees without
affecting the hydraulic seal of the joint.
Offsets are made only after the straight
In -line assembly is made. Deflectionsat
the joint and minimum curve radii (it.)
obtainable are listed below
Dogma of
Deflection
at the Joint
it t ngtd6
_.on .
Offset, Irwhoo Radius. feet
1
4.2"
1.180'
2
8.3"
572'
3
12.3"
381'

BLACK IRON
AIR RELIEF
VALVE
PRESSURE RELIEF
VALVE
PUMP DISCHARGE
(center line)
NYDRAN1
PUMP DETAIL.
NTS
STATE. OF NORTH C ARO LINA
DEPARTMENT OF ENVIRONMENT HEALTH & NATURAL RESOURCCS
DIVISION OF SOIL & WATER CONSERVATION
Wilrningtoa Regional Office
�07 Cardinal Drive Ext., Wilmington, NC 28405 Phone: [phone]

,a
360' rotation
impact sprinkler
Models 7025RD-1-1"M EFF, 7025RD-1-3/411 F EFF
7025RD-1-1"F EFF, 7025RD-1-lV4ff F EFF
PERFORMANCE DATA*
Nozzle Pressure (psn
35 40 45 50 55 60 65 70 75 80
*14 Nozzle tob")
Flow (gpm)
8.34
8.91
9.45
9.97
10.9
10.9
t1A
11.8
12.2
12.6
Spkr. Base Press. fpsO
35.8
40.9
45.9
51.0
56.0
61.0
66.1
71.2
76.2
81.2
Diam. on 1.5' Riser (ft.)
104
106
113
118
121
126,
129
132
135
137
Diam. on 6' Riser (ft)
112
118
123
128
132
135
139
142
145
147
Dlam. on 12' Riser fft)
121
127
132
137
140
144
146
148
150
191
*16 Nozzle (VII
Flow (gpm)
10.8
11.6
12.3
13.0
13.0
%2
14.8
15.3
15.9
16.4
Spkr. Base Press. (psi)
36.0
41.2
46.2
51.4
56.4
61.5
66.6
71.8
76.8
81.9
Diam. on 1.5' Riser (ft)
112
116
121
127
131
135
. 138
141
144
146
Dlam. on 6' Rlser (ft)
120
120
133
138
142
14�
147
150
153
155
Warn. on 12' Riser (ft)
128
134
139
144
153
156
158
16f1
*18 Nozzle (ft") **
Flow (gpm)
13.6
14,5
15.5
16.3
17.1
17.6
12.6
19.3
20.0
20.6
e Press. ( -Si)
36.4
41.6
46.8
51.9
57.0
62.2
67.3
72.4
77.5
82.6
Dlam. on 1.5' Riser (ft)
120
124
129
133 .
137
142 -
145
US
151
154
Diam. on 6' Riser (ft.)
127
134
139
143
147
150
153
156
159
161
Diam. on 12' Riser fft)
134
140
146
450
153
157
160
163
165
167
*20 Nozzle wia-)
Flow (9pm)
16.0
17.9
19.0
20.0
21.0
22.0
22.9
23.7
24.5
25.3
Spkr. Base Press. (psi)
37.0
42.2
47.4
52.5
57.7
62.8
68.7
73.3
78.5
63.7
Diam. on 1.5' Riser (ft)
124
128
134
138
143
147.
151.
154
157
159
Dlam. on 6' Riser (ft)
130
137
V4
i47
151
155
158
161
164
166
Diam. on 12' Riser (ft)
138
144
149
154
159
162
166
168
171
173
#22 Nozzle 111401
Flow (gpm)
20.2
21.6
22.9
24.1
25.3
26.4
27.5
28.5
29.6
30.5
Spkr. Base Press. fpst)
37.6
43.0
48.2
53A
58.7
64.0
69.2
74.4
79.6
05.0
Diam. on 1.5' Riser ift)
127
132
137
143
147
1S2
155
1S9
162
164
Diam. on 6' Riser (ft)
133
140
145
150
155
159
U3
166
169
171
Diam, on 12' Riser (ft)
142
148
154
159
164
167
171
173
176
178
*24 Nozzle (fir")
Flow (gpm)
23.8
29.4
26.9
29.4
29.9
31.1
32 4
33.6
34.8
35.9
Spkr. Base Press. (ps)1
38.4
43.7
49.0
54.4
59.0
65.2
70.5
75.6
80.0
86.6
Dlam. on 1.5' Riser (ft)
129
135
141
146
151
156
160
163
166
168
Dtam. on 6' Riser (ft)
136
143
148
154
159
163
167
170
173
175
Dlarn. on 12' Riser (ft)
146
152
158
163
168
' 172
176
178
180
192
*Figure% reflect actual test data. Production models may %how slight variation.
"Standard nozzle size.
Note: Maximum stream height is 15' (ft.) above nozzle usi ng Yia if #20) nozzle at 50 psi operating pressute.

DESCRIPTION
The specially -designed 7025 Fluent -Master® sprinkler is
ideal for disposing effluent by the land treatment method. With
a 25" trajectory and single -nozzle design, it provides good cover-
age over a large area. It is suitable for use on solid -set systems or
with minor modifications, on center pivots or other mechanical -
move systems.
This unique sprinkler is constructed of high -impact
engineering -grade thermoplastics for excellent resistance
to a wide range of chemicals and solvents. It resists corro-
sion and scale build-up and prevents electrolysis, which can
occur with brass sprinklers. It retains its original shape and
rigidity even in extreme temperatures. Both the stainless steel
splashatm spring and bearing are enclosed to protect against
— contamination.
SPECIFICATIONS
Sprinkler shall be of 360° rotation driven by impact
splashatm and spring. It shall be capable of a distribution
pattern of feet in diameter at a riser height of
feet with an operating pressure of psi at
the sprinkler base and a discharge rate of — gpm.
Nozzle trajectory angle shall be 25° (degrees) and nozzle
size shall be inch (Nozzle # j. Lower
bearing pipe thread size shall be (1 "NPT* male or
with coupling, JI "NPT female, I "NPT female or 1 W
NPT female
Sprinkler shall be constructed of high -impact
engineering -grade thermoplastics with stainless steel
fulcrum pin and splasharm spring. Fulcrum pin shall be
molded into the body for maximum support and stability.
Splasharm spring and bearing shall be enclosed for
trouble -free performance. Sprinkler shall be equipped
with a shallow -vaned barrel cylinder to minimize possible
flow obstruction from water -borne solids.
Sprinkler shall carry a two-year warranty on materials,
workmanship and performance.
Ealuent=Master
impact sprinkler 1�
Available as:
Model 7025R.D-1-1"M EFF
Mode! 7025RD-1-3/a" F EFF
Model 7025RD-1-1"F EFF,
Model 7025RD-1-1 V4" F EFF
FEATURES
• High -impact engineering -grade thermoplastic construction
provides excellent corrosion resistance
• Springs and fulcrum pin of top quality stainless steel —
absolutely no brass parts
• Splasharm spring and bearing enclosed for protection against
contamination
• 25' trajectory, single -nozzle design
• Nozzle sizes from W!" to W in Vn" increments
(# 14. # 16, # 18. #20, #22. #14 nozzles)
• Flow range from 8 to 35 gpm
• -IWO-year warranty on materials, workmanship and
performance
• Sprinkler base pressures from 35 to 80 psi
•. Sprinkler is also available as a double -nozzle model with
flow range from 10 to 45 gpm*
Operating performance data
(See chart run Ap side of this page)
•Cuntuit ractiuy ror proper application.
Designed and mmufacturcd by:
IRRIGATION INC.
6416 Old Winter Garden Road. Orlando. Florida 32811. U.S. A.
Iblephow 1407) 293-5555. Wen 56-6558, Werax [phone]
Lubbock. TX (M) 793-3010
Grand Islands NE(308) 381-8558

BERKELEY PUMPS
TYPE "B" RATING CURVES
4w
MOTOR DRIVE
CURVE 4075
DATE 1-2-86
PAGE 1.02
SUPERSEDES
All previously issued
4075'Curves
COW Meloma C.I. Pam "& 1-01018 Msds. u&I.01018 N16minal R.P.M. 3600
iwpefler: MatsNN C.I. Pep. No. S07367 Mee1LW.S07367 ju.6; Full Based on Fresh Water 0 80e F.
Maximum Working Pressure: 150 PSI
- 30
20
. _.�. __.._....__ 10 S
— -..._.
. _
200 _ 0 z
IAEAE
50% 95g6
g .
u� 150 5896 E FFi "IE NC
125--- ------ ........
«_.....
F 75 _..... ._.._� ......__ ._...__ _._...__..- .......... «..._- «... _._.w I i
50.:_......•.. ._ :. .......1..... _... - .........._ ..{ ...........:...... ........�
_.. i. , i
G
0 10 20 30 40 50 60 70 80 9D 100 110 120
CAPACITT M U.S. GALLONS PEN MINUTE
C-5035 awed o T-3207 aupemede C-5035 owed 3-1-72 Cm 7-30-85 Mom B 11/2T P L
cue: M~M1 C.I. Psmw& L01018 NookHa L01018 Nominal R.P.M. 36M
te,penet- usNrld C.I. Pett.an. M0729817/BUlusu►Ms. See below DW 6-9/16" Based on Fresh Water 0 80e F.
S32401111 U) Maximum Working Pressure: 150 PSI
- 30
IV�YR. MAC! 1V0, .....
7096
•-f 10 —
I �
j 75Fb7496 F z
— 1 ,p)
Sol5�"Dkai 15 HP)
1 .. . _ f......_ .......
125E ._.......�..._..._. ...._.� ... ...� ......... .. ... ., .....,.,... _._._.. ._..,..... •.�...........�... f .....
1 ..._« _. _ ..---
100-..._..i._._ __.._.. ......... _.......� _....
r -- '
a
,
ti
25 - ........ ..
D�,.....s_... , • i. - - .--,.... ...........:............'.
0 50 I00 S �15D 200 250
71
10

Qll
,ak,3

0
THIS DESIGN IS FOR A SINGLE STAGE LAGOON
CLIENTS NAME
COUNTY ==_____-__- --____--_____------ =�>
TODAYS DATE
DISTANCE TO NEAREST NONFARM RESIDENCE =>
NUMBER OF PIGS WEANLING TO FEEDER
NUMBER OF PIGS FEEDER TO FINISH =--====>
NUMBER OF SOWS FARROW TO WEANLING
NUMBER OF SOWS FARROW TO FEEDER
NUMBER OF SOWS FARROW TO FINISH
DEGREE OF ODOR CONTROL
(minimum 1.0 cu. ft. per lb SSLW)
(maximum 3.0 cu. ft. per lb SSLW)
NUMBER OF YEARS OF SLUDGE ACCUMULATION >
TOP LENGTH AT NORMAL WATER LEVEL
TOP WIDTH AT NORMAL WATER LEVEL
NORMAL WATER LEVEL ELEVATION ==========>
SEASONAL HIGH WATER TABLE ELEVATION =__>
LAGOON BOTTOM ELEVATION
Depth of Permanent Water 12.1
(minimum depth without sludge = 6 feet)
(minimum depth with sludge = 8 feet)
SIDE SLOPES
Permanent Volume Required 105000.0
Permanent Volume Provided 183261.6
ADDITIONAL DRAINAGE AREA IN SQUARE FEET>
(i.e. pumpout pond & other outside area)
LENGTH OF PUMPING CYCLE
GALLONS OF FRESH WATER ADDED DAILY
EXCESS RAINFALL ABOVE EVAPORATION
25YR/24HR STORM RAINFALL
FREEBOARD
DON MURRAY
NASH COUNTY, NORTH
FEBUARY 10, 1997
850+ FEET
3500
0
0
1.0
0.0 YEARS
192.0
FEET
122.0
FEET
41.8
FEET
0.0
FEET
29.7
FEET
feet
2.5:1
cubic feet
cubic feet
0 SQUARE FEET
180
DAYS
0
GALLONS
7.7
INCHES
6.6
INCHES
1.0
FEET
ESTIMATED TOP OF DAM ELEVATION =-======> 45.4 FEET
Temporary Storage Volume 60676.6 cubic feet
Top of Dam Elevation = 45.4 feet
Inside Dimensions of Lagoon at Top of Dam
Length = 210.0 feet Width = 140.0 feet=z�,y00`{� sc,z�<,�+'��
Begin Pumping Elevation = 43.7 feet
Stop'Pumping Elevation = 41.8 feet
Volume To Be Pumped = 44506.6 cubic feet

.® C� .
�. STEADY STATE LIVE WEIGHT
3500
head
weanling to feeder
x 30 lbs. -
105000
lbs
0
head
feeder'to
finishing
x 135 lbs. -
0
lbs
0
sows
farrow
to
weanling
x 433 lbs. =
0
lbs
0
sows
farrow
to
feeder x
522 lbs. -
0
lbs
0
sows
farrow
to
finish x
1417 lbs. -
0
lbs
TOTAL
STEADY
STATE LIVE WEIGHT (SSLW) a
105000
lbs
2. SLUDGE ACCUMULATION
Sludge accumulates at the rate of 0.080 cu. ft. per year
per pound of STEADY STATE LIVE WEIGHT in swine.
Years of sludge accumulation in design? 0.0
Sludge Volume = 0.0 cubic feet
3. REQUIRED LIQUID VOLUME OF LAGOON
Design for 1.0 cu. ft. per pound SSLW
Total Volume = (SSLW * Design factor) * Sludge Volume
Total Volume = 105000.0 cubic feet
4. NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 41.8 feet
Construct lagoon bottom elevation 29.7 feet
Lagoon size for normal lagoon liquid volume using prismodial formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 DEPTH-
2.5 2.5 2.5 2.5 12.1
AREA OF TOP
LENGTH *WIDTH =
192.0 122.0
AREA OF BOTTOM
Lb * Wb --
131.5 61.5
23424.0 (AREA OF TOP)
8087.2 (AREA OF BOTTOM)
AREA OF MIDSECTION
(Lm '* Wm) _
161.8 91.8 14840.6 (AREA OF MIDSECTION)
CU. YD. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
23424.0 59362.2 8087.2 2.017
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL=183261.E CU. FT,
VOLUME NEEDED = 105000.0 CU. FT.
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE 192.0 FEET LONG BY -122.0 FEET WIDE

g• 0
DIKE
Place spoil as a continuous dike to elevation .45.4 feet.
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width -
210.0 140.0 29400 square feet
Additional Drainage Area
0 square feet
TOTAL DA 29400 square feet
Pumping cycle to be 180 days.
6A. Volume of waste produced
Volume = 105000 SSLW * 0.0101481 gallon/lb. SSLW/day
in the pumping cycle / 7.48 gallons per cu. ft.
Volume = 25641.6 cubic feet
6B. Volume of wash water
This is the amount of fresh water used for washing floors or
volume fresh -water used for a flush system. Flush systems that
recycle the lagoon water are accounted for in 6A.
Volume = 0 gallons/day * 180 days in the pumping
cycle divided by 7.48 gallons per cu. ft.
Volume =
0.0 cubic,feet
6C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest
amount.
Excess rainfall (difference) = 7.7 inches
Volume = 7.7 inches * DA / 12 inches per foot
Volume = 18865.0 cubic feet
6D. Volume of 25 year - 24 hour storm
Volume = 6.6 inches * DA / 12 inches per foot
Volume = 16170.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
GA.
25641.6
cubic
feet
6B.
0.0
cubic
feet
6C.
18865.0
cubic
feet
6D.
16170.0
cubic
feet
TOTAL TEMPORARY STORAGE 60676.6 cubic feet

7. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)
Depth required = Volume of temporary storage divided by surface
area of lagoon.
Depth required = 60676 cu.ft. / 23424 sq. ft.
Depth required = 2.6 feet
Normal lagoon liquid elevation = 41.8 feet
Depth required = 2.6 feet
Freeboard = 1.0 feet
Top of Dam - 45.4 feet
THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT ELEVATION 45.4
ARE 210.0 FEET BY 140.0 FEET
8. SET BEGIN PUMPING ELEVATION
PUMPED STORAGE VOLUME
6A.
6B.
6C.
TOTAL PUMPED VOLUME =
25641.6 cubic feet
0.0 cubic feet
18865.0 cubic feet
44506.6 cubic feet
Depth required = Volume of pumped storage divided by surface
area of lagoon at normal water level.
Depth required = 44506.6 cu.ft. / 23424.0 sq. ft.
Depth required = 1.9 feet
DESIGNED BY:
APPROVED BY:
DATE: . DATE:

nuns
Producer: DON MURRAY
The purpose of this plan is to provide guidelines for carrying out
the routine operation and maintenance work needed to keep this swine
waste management system functioning as planned. Routine maintenance
is considered to be normal good care of the system. Good
maintenance adds to beauty, usefulness, and permanence.
A. Maintenance
The routine maintenance of the lagoon involves the following:
1. Maintenance of a vegetative cover on the embankment top and
side slopes: FESCUE is
being established on these areas. Beginning in 1998 and
each year thereafter, the embankment should be fertilized
with 800 pounds of 10-10-10 per acre to maintain a vigorous
stand.
2. Control of brush and trees on the embankment. This may be
done by mowing, spraying, or chopping, or a combination of
all three. This will need to be done at least once each
year and possibly twice in years favorable to heavy growth
of vegetation.
Maintenance inspections of the lagoon should be made during the
initial filling of the lagoon and at least annually. Items to
be checked should include, as a minimum, the following:
1. Waste Inlet Pipes, Overflow Pipes
a. condition of pipes
(1) separation of joints
(2) cracks or breaks
2. Pool Area
a. undesirable vegetative growth
b. floating or lodged debris
3. Embankment
a. settlement, cracking or "jug" holes
b. side slope stability - slumps or bulges
C. erosion and rodent damage
4. Transfer Pump

DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)
Depth required = Volume of temporary storage divided by surface
area of lagoon.
Depth required = 60676 cu.ft. / 23424 sq. ft.
Depth required = 2.6 feet
Normal lagoon liquid elevation = 41.8 feet
Depth required = 2.6 feet
Freeboard = 1.0 feet
Top of Dam = 45.4 feet
THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT ELEVATION 45.4
ARE 210.0 FEET BY 140.0 FEET
8. SET BEGIN PUMPING ELEVATION
PUMPED STORAGE VOLUME
6A.
6B.
6C.
TOTAL PUMPED VOLUME =
25641.6 cubic feet
0.0 cubic feet
18865.0 cubic feet
44506.6 cubic feet
Depth required = Volume of pumped storage divided by surface
area of lagoon at normal water level.
Depth required = 44506.6 cu.ft. / 23424.0 sq. ft.
Depth required = 1.9 feet
DESIGNED BY:
APPROVED BY:
DATE: DATE:

nnm
B. Operation
Your animal waste management facility was designed for a total
of _3500 sows/animals ( to ). The lagoon
contains both permanent and temporary storage. The permanent
storage is not to be pumped in order to ensure that anaerobic
action will occur. The design includes permanent storage of one
cubic foot per pound of steady state live weight.
The temporary storage portion of the lagoon includes capacity
for the volume of waste produced over 180 days, the amount of
rainfall in a 25 year 24 hour storm event, and rainfall in
excess of evaporation. Your facility is designed for 180 days
of temporary storage; therefore, it will need to be pumped
every six months. Begin pump -out of the lagoon when fluid level
reaches elevation 43.7 as marked by permanent markers. Stop
pump -out when the fluid level reaches elevation 41.8
The attached waste management plan should be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application. The waste material should be analyzed
before each application cycle to determine its nutrient content.
A soil test of the area of application should be made annually
to insure the waste is applied as reasonably and practically
possible to recommended rates.
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.
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
Environmental Management, has the responsibility for enforcing
this law.
-,

EMERGENCYPHONE LIST..................................................................................................................................................2
BACKGROUNDAND SUPPORT...........................................................................................................................................3
MAPTO FARM.......................................................................................................................................................................4
GENERALINFORMATION ............................. »...................................... ................. ............................................................ 5
Mtn- ;-EMERGENCY ACTION PLAN....................................................................................................... .........6
FIRE AND EXPLOSIONS
UPSETS OR UNCONTROLLED HAZARDOUS MATERIAL REACTIONS ............... ......... 6
PERSONALINJURY................................................................................................................................................................... 6
+_{ EFFLUENT DISCHARGE .................
SEVERE T mJNDERSTORM PLAN............................................................................................................................................... 6
TORNADOPLAN................................................................................................................ ......6
FERE............................................................................................................................................................................................ 7
MAPOF FARM.........................................................................................................................................................................8
ENVIRONMENTAL HAZARD PLAN ......... . .... ......... .................. »................................... ................................ .................... 9
LOCATION OF PRE -ARRANGED EMERGENCY EQUIPMENT AND SUPPLIES...................................................10
LAGOONSPILL MAP .. ....................................... ............. _............................. ...................................................................... 11
RS0E-l���
DEG.1 y 'u�.j
R Q,,UN SECTION
WNo _piste p9nithn8
Page 1
03/28M9
O A..»- - A--

Fire Phone:
Ambulance Phone:
Police Phone:
Regulatory agency:
Electric Co.
Cargill Field Mngr:
Farm Directions:
EMERGENCY PHONE LIST
911
911
911
D EN R 919-571-4700
CP&L 800-433-6944
LANE 252-238-2019
LEAVE OFFICE 7 GO TO 264 W. BYPASS. TAKE BAILEY / 581 EXIT NORTH. TURN LEFT ONTO
W. OLD SPRING ROAD JUST BEFORE 64 BYPASS. GO 4 MILES JUST ACROSS TAR RIVER
FARM ON LEFT DOWN DRIVE BSIDE BRICK HOUSE.
O &99

BACKGROUND AND SUPPORT
Cargill Pork, in a plan to be proactive, has worked to put together an Emergency Action Plan
that can be used by all Producers. This plan will allow the Producer and Cargill personnel to
work together to develop an action plan for emergencies including fire, medical, and
environmental disasters. This written proactive plan will make is easier for the producer to
respond in an orderly manner should an emergency occur.
The emergency action plan provides a step-by-step process for producers to address a
manure handling emergency such as a discharge of spill. The concepts outlined will relate
specifically to manure handling incidents, but it is possible that the framework for the plan may
apply to other emergencies such as medical or fire.
For emergencies involving an unplanned release of manure, the action plan normally will
involve recognition and assessment of the problem, notification of authorities, enlistment of
help from cooperating producers and others to correct the problem, and restoration of the
affected area to it's original condition.
To deal with an emergency quickly and effectively, most swine operations will need assistance
from other individuals. Therefore, it is essential that prior arrangements be made so that every
person involved will know what to do when an emergency arises. .
For example, there may be other swine producers or farmers nearby who can quickly bring
equipment such as tractors with plows, backhoes, bulldozers, or even personnel with shovels.
You can usually establish reciprocal arrangements with these producers and form a response
team to deal with any emergency that occurs in a certain area. An important step in forming
this network may be a public meeting at the township or county level.
In deciding who might serve on a response team, consider the potential emergencies that
might occur on your farm and the number of personnel who will be available at any given time
to take corrective action. If the risk is small, the farm manager or owner will likely serve as the
response team leader. In other cases, where manure discharges have a much greater
potential for disaster, either in terms of magnitude or danger to the environment, the response
team leader may be a service manager or some other person off the farm.
Study the drainage patterns from your farm and envision where a manure discharge will move
while it's still on your property and after is leaves your property. Determine the point at which
the discharge might enter surface waterways. For some farms, manure may travel long
distances before entering a ditch or stream. In other cases, the stream may be nearby,
demanding a much faster response.
List the phone numbers of environmental and law enforcement authorities in your area so they
can be notified quickly. Remember that these agencies receive a lot of calls when a large
discharge occurs. It's always better if the first call comes from you or your response team
leader, describing the nature of the problem and the corrective action being taken. That way,
the agency can provide factual information to the public and confirm that the problem is being
corrected.
o3r2arss

Fr' a`►1/
Please attach a copy of the map to the farm or draw a map to the farm, including nearby towns
and highways. Also include written direcQons.
VIA
1
I
I
F
i
44
--�—
J
id'
i
1-7
H[�±]
- L ;
,
--�
Written directions: 55 T6 7�
„/24M

GENERAL INFORMATION
Farm Name: Murray Swine
Farm Phone: NA
Owner Phone: Don Murray 919-872-1528
Bill Brantley 252-478-3497
Cargill Field Manager: Matt Lane
ProdPcOpp Mngr. Billy Johnson
Fire District: Ferrells
Fire Phone:- 911
Ambulance Phone: 911
Police Department: 911
Police Phone:
911
Electrical Company: CP &L 800-433-6944
Regulatory Agency Ph#: DENR 919-571-4700
Cargill Regional Office Ph#: 252-237-8228
03/28199

EMERGENCY ACTION PLAN
This Emergency Action Plan is a proactive plan designed to enhance training and readiness
for farm emergencies, including: Medical, Fire, Criminal, and Environmental situations to
positively influence the outcome of these potentially dangerous circumstances. It provides a
step-by-step process for producers to address these emergencies.
To deal with an emergency effectively, most situations will require the assistance from other
individuals, highly trained to deal with each particular set of circumstances. Therefore, it is
essential that prior planning and training be done so that every person will know what to do in
an emergency.
Fire and explosions
1. Alert entire staff (See next page for fire emergency information)
2. Call or have someone call fire department
3. Use fire extinguisher to put out fire to extent possible without incurring harm to self
Upsets or uncontrolled hazardous material reactions
1. Evacuate the area
2. Do not breathe fumes
3. If spilled on body, wash skin off at nearest water source
4. Consult MSDS sheets for proper follow-up
Personal injury
1. If serious injury occurs, seek first -aid and notify manager
2. For necessary treatment go to nearest medical facility
3. Call for help if needed
Effluent discharge
See page 8 for procedures
Severe Thunderstorm plan
Listen to weather radio
Do not handle electrical equipment avoid telephones
Avoid water faucets, showers, sinks as pipes can transmit electricity
Tornado plan
Go to an inside wall away from windows and lie flat against it. Central halls, bathrooms
and closets are good places.
Get under heavy furniture such as desks if in the office.
Get in a nearby empty crate (if available) and lie down
After tornado:
Check for injuries
• Meet in designated area
0312M9

FIRE
Fire Department Name:
t
Ferrells
Fire Department Phone: 911
Electrical Provider Name: CP & L
Electrical Provider Phone:
800-419-6356
Gas Provider Name: McCracken
Gas Provider Phone:
Do you have a generator? Yes
If so, is there a disconnect? Yes
Is there a disconnect between meter and barn?
If so where?
Give location of electrical panels in buildings.
#1 OFFICE
#2 FRONT RIGHT
No
252-478-7278
Propane tank size and location or natural gas shutoff location:
BESIDE BLDG 2 1000 GALLON
03/28/99

0
wa

ENVIRONMENTAL HAZARD PLAN
Non -
emergency
i
Take corrective action,
as needed
Manure
storage
discharge
Stop flow into storage,
build containment
dams, add soil to berm,
pump manure from
storage to field, remove
manure from discharge
area under advise-
ment from regulatory
agency
Assess the
problem
' Is the problem
an emergency or
How was the
problem
caused?
i
Pi pe or Manure
fitting spill on
failure road
Stop pumps, close valves,
separate pipes, build
containment dams,
remove manure from
discharge area under
advisement from regul-
Emergency
Take Immediate action
to stop spill or leakage
(see below)
Contact Regulatory Agency
Build containment dam,
remove manure, wash
manure from road under
advisement under advise-
ment from regulatory
agency
Make a summary report
Datethme of occurrence
Description
Cause
Corrective action taken
Damage assessment
Date of completed restoration
Contact Cargill
Field
run off
Stop application, plow a
diversion trench, remove
manure if needed under
advisement from regul-
atory agency
03/28/99

LOCATION OF PRE -ARRANGED
EMERGENCY EQUIPMENT AND SUPPLIES
Available 24 hours a day. Include phone numbers and primary contacts. Put list in the order
you want equipment operators contacted.
Regulatory Agency Name: DENR (Nash)
Regulatory Agency Phone: [phone]
Cargill FM Ph#: 252-238-2019
Cargill Regional Office Ph#: 252-237-8228
Owner Phone Location
Irrigation Pumps and Guns
Bill Brantley Farm Manager
Dozer / Highloader
Mason/Newcomb 252-678-7877 Bailey
Backhoe
AutoBass 478-5432 Bailey
Vacuum Tank (Honey Wagon)
Brock
03128/99

Y�
NCDENR
North Carolina Department of Environment and
Division of Water Quality
-Beverly Eaves Perdue 'Coleen H. Sullins
Governor Director
September 8, 2009
Juanita Murray
Murray Swine Enterprises, Inc.
3610 Beaver Lane
Raleigh, NC 27604
T?--r��
SEP - 9 2o09
Natural Resoarcesl LEF:j
Subject: Permit No. AWI640061
Murray Swine Enterprises, Inc.
Animal Waste Management System
Nash County
Dear Juanita Murray:
Dee Freeman
Secretary
In accordance with your September 3, 2009, we are hereby forwarding to you this Permit issued to Juanita
Murray authorizing the operation of the subject animal waste management system. You had indicated the
animal population at this facility to be zero until such time as the waste storage lagoon at this facility is
properly closed.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste structures on the Murray Swine Enterprises, Inc., with an annual capacity of no greater
than an annual average of zero (0) Swine.
The Permit shall be effective from the date of issuance until August 31, 2014 and replaces the COC No.
AWS640061 issued to this facility on October 1, 2004. You are subject to the conditions of this permit
until the closure of all waste storage basins and the rescission of this permit. You must submit a letter to
the Division of Water Quality to request rescission of the Permit by providing documentation of closure
of all containment basins.
The issuance of this Permit does not excuse the Permittee from the obligation to comply with all
applicable laws, rules, standards, and ordinances (local, state, or federal) nor convey any property rights
in either real or personal property.
Per 15A NCAC 2T. 0111(c), a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards, a 100-ft separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this Permit may result in
revocation of this Permit or penalties in accordance with NCGS 143-215.6A through 143-215.6C, the
Clean Water Act, and 40 CFR 122.41, including civil penalties, criminal penalties, and injunctive relief.
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Blvd., Raleigh, North Carolina 27604 One
Phone•, 919-733.32211 FAX•. 919-715-05881 Customer 5ervice:1-877-623-6748 NorthCarolina
Internet: vrww.ncwaterquality.org �aturalil�
An Equal Opportunity 1 Affirmative Action Employer

If you wish to continue the activity permitted under this Permit after the expiration date of this Permit, an
application for renewal must be filed at least 180 days prior to expiration.
This Permit is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
This facility is located in a county covered by our Raleigh Regional Office. The Regional Office Aquifer
Protection Staff may be reached at (919) 7914200. If you need additional information concerning this
Permit, please contact the Animal Feeding Operations Unit staff at [phone].
Sincerely,
for Coleen H. Sullins
cc: Nash County Health Department
Nash County Soil and Water Conservation District
Raleigh Regional Office, Aquifer Protection Section
Notebook File AW1640061
Permit File AW1640061

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
INDIVIDUAL SWINE ANIMAL WASTE MANAGEMENT SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Juanita Murray
Nash County
FOR THE
continued operation and maintenance of an animal waste management system for the Murray Swine
Enterprises, Inc., located in Nash County, consisting of zero (0) Swine and the application to land as
specified in the Facility's Certified Animal Waste Management Plan (CAWMP).
This permit shall be effective from the date of issuance until August 31, 2014 and shall be subject to the
following specified conditions and limitations:
I. PERFORMANCE STANDARDS,
The animal waste management system operated under this Permit shall be effectively
maintained and operated as a non -discharge system to prevent the discharge of pollutants
to surface waters, wetlands, or ditches. Application of waste to terraces and grassed
waterways is acceptable as long as it is applied in accordance with Natural Resources
Conservation Service (NRCS) Standards and does not result in a discharge of waste to
surface waters, wetlands, or ditches. If the Facility has a discharge of waste that reaches
surface waters or wetlands resulting from a storm event more severe than a 25-year, 24-
hour storm, it will not be considered to be in violation of this Permit, as long as the
Facility is in compliance with its CAWMP and this Permit.
No discharge of waste shall result in a violation of the water quality standards established
for receiving waters as per Title 15A, Subchapter 2B, Section .0200 of the North Carolina
Administrative Code (NCAC) and Title 15A, Subchapter 2L of the NCAC.
The facility's CAWMP is hereby incorporated by reference into this Permit. The
CAWMP must be consistent with all applicable laws, rules, ordinances, and standards
(federal, state and local) in effect at -the time of siting, design, and certification of the
Facility.
4. Any proposed increase or modification to the annual average that exceeds the thresholds
set by North Carolina General Statues (NCGS) 143-215.1013(1) will require a
modification to the CAWMP and the Permit prior to modification of the Facility.

5. Animal waste shall not be applied within one hundred (100) feet of any well, with the
exception of monitoring wells. The allowable distance to monitoring wells shall be
established on a case -by -case basis by the Division.
Il. OPERATION AND MAINTENANCE REQUIREMENTS
The collection, treatment, and storage facilities, and the land application equipment and
fields shall be properly operated properly and maintained at all times.
2. A vegetative cover shall be maintained as specified in the Facility's CAWMP on all land
application fields and buffers in accordance with the CAWMP. No waste shall be
applied upon areas not included in the CAWMP.
3. Soil pH on all land application fields must be maintained in the optimum range for crop
production.
4. Land application rates shall be in accordance with the CAWMP. In no case shall land
application rates exceed the agronomic rate of the nutrient of concern for the receiving
crop. In no case shall land application rates result in excessive ponding or any runoff
during any given application event.
If manure or sludges are applied on conventionally tilled, bare soil, the waste shall be
incorporated into the soil within two (2) days after application on the land. This
requirement does not apply to no -till fields, pastures, or fields where crops are actively
growing.
6. Pesticides, toxic chemicals, and petroleum products shall not be disposed of in the animal
waste management system.
Domestic and/or industrial wastewater from showers, toilets, sinks, etc. shall not be
discharged into the animal waste management system. Washdown of stock trailers
owned by and used to transport animals to and from the Facility only will be permissible
as long as the system has been evaluated and approved to accommodate the additional
volume. Only those cleaning agents and soaps that are EPA -approved according to their
labels, will not harm the cover crop, and will not contravene the groundwater standards
listed in 15A NCAC 2L may be utilized in the Facility covered by this Permit.
Instruction labels are to be followed when using cleaning agents and soaps.
8. Disposal of dead animals resulting from normal mortality rates associated with the
Facility shall be done in accordance with the Facility's CAWMP and the North Carolina
Department of Agriculture and Consumer Services (NCDA&CS) Veterinary Division's
statutes and regulations.
9. Unless accounted for in temporary storage volume, all uncontaminated runoff from the
surrounding property and buildings shall be diverted away from the waste
lagoons/storage ponds to prevent any unnecessary addition to the liquid volume in the
structures.

10. A protective, vegetative cover shall be established and maintained on all earthen
lagoon/storage pond embankments (outside toe of embankment to maximum pumping
elevation), berms, pipe runs, and diversions to surface waters or wetlands. Trees, shrubs,
and other woody vegetation shall not be allowed to grow on the lagoon/storage pond
embankments. All trees shall be removed in accordance with good engineering practices.
Lagoon/storage pond areas shall be accessible, and vegetation shall be kept mowed.
11. At the time of sludge removal from a lagoon/storage pond, the sludge must be managed
in accordance with the CAWMP. When removal of sludge from the lagoon is necessary,
provisions must be taken to prevent damage to the lagoon dikes and liner.
12. Lagoons/storage ponds shall be kept free of foreign debris including, but not limited to,
tires, bottles, light bulbs, gloves, syringes or any other solid waste.
13. The Facility must have at least one of the following items at all times: (a) adequate
animal waste application and handling equipment, (b) a.lease, or other written agreement,
for the use of the necessary equipment, or (c) a contract with a third party applicator
capable of providing adequate waste application.
14. No waste shall be applied in wind conditions that might reasonably be expected to cause
the mist to reach surface waters or wetlands.
15. The Permittee shall maintain buffer strips or other equivalent practices as specified in the
Facility's CAWMP near feedlots, manure storage areas, and land application areas.
16. Waste shall not be applied on land that is flooded, saturated with water, frozen, or snow
covered at the time of land application.
17. Land application of waste is prohibited during precipitation events. The Permittee shall
. consider pending weather conditions in making the decision to land apply waste.
18. Land application activities shall cease on any application site that exceeds a Mehlich 3
Soil Test Index for Copper of greater than 3,000 (108 pounds per acre) or Zinc of greater
than 3,000 (213 pounds per acre).
19. Any major structural repairs to lagoons/storage ponds must have written documentation
from a technical specialist certifying proper design and installation. However, if a piece
of equipment is being replaced with a piece of equipment of the identical specifications,
no technical specialist approval is necessary [i.e. piping, reels, valves, pumps (if the
gallons per minute (gpm) capacity is not being increased or decreased), etc.] unless the
replacement involves disturbing the lagoon/storage pond embankment.
III. MONITORING AND REPORTING REQUIREMENTS
An inspection of the animal waste collection, treatment, and storage structures, and
runoff control measures shall be conducted and documented at a frequency to insure
proper operation For example, lagoons/storage ponds, and other structures should be
inspected for evidence of erosion, leakage, damage by animals or discharge.

2. Highly visible waste -level gauges shall be maintained to mark the level of waste in each
lagoon/storage pond that does not gravity feed through a free flowing transfer pipe into a
subsequent structure. The gauge shall have readily visible permanent markings. The
waste level in each lagoon with a waste level gauge shall be monitored and recorded
weekly on forms supplied by, or approved by, the Division.
A representative Standard Soil Fertility Analysis, including pH, phosphorus, copper, and
zinc, shall be conducted on each application field receiving animal waste at least every
three (3) years. An analysis of the animal waste shall be conducted in accordance with
recommended laboratory sampling procedures as close to the time of application as
practical and at least within sixty (60) days (before or after) of the date of application.
This analysis shall include the following parameters:
Nitrogen Zinc
Phosphorus Copper
4. The Permittee shall record all irrigation and land application event(s) including hydraulic
loading rates, nutrient loading rates and cropping information. The Permittee shall also
record removal of solids and document nutrient loading rates if disposed on -site or record
the off -site location(s). These records must be on forms supplied by, or approved by, the
Division.
5. If, for any reason, there is a discharge from the animal waste management system
(including the land application sites), to surface waters or wetlands, the Permittee is
required to make notification in accordance with Condition I11. 9. The discharge
notification shall include the following information:
a. Description of the discharge: A description of the discharge including an estimate of
the volume discharged, a description of the flow path to the receiving surface waters
or wetlands and a site sketch showing the path of the waste. Also, an estimation of
the volume discharged.
b. Time of the discharge: The length of time of the discharge, including the exact dates
and times that it started and stopped, and if not stopped, the anticipated time the
discharge is expected to continue.
c. Cause of the discharge: A detailed statement of the cause of the discharge. If caused
by a precipitation event, detailed information from the on -site rain gauge concerning
the inches and duration of the precipitation event.
d. All steps being taken to reduce, stop and cleanup the discharge. All steps to be taken
to prevent future discharges from the same cause.
Analysis of the waste: A copy of the last waste analysis conducted as required by
Condition Ill. 3.
6. A copy of this Permit, the Facility's permit, certification forms, lessee and landowner
agreements, the CAWMP, and copies of all records required by this Permit and the
Facility's CAWMP shall be maintained by the Permittee in chronological and legible
form for a minimum of three (3) years.

d
Within fifteen (15) working days of receiving the request from the Division, the
Permittee shall provide to the Division one (1) copy of all requested' information and
reports related to the operation of the animal waste management system. Once received
by the Division, all such information and reports become public information, unless they
constitute confidential information under North Carolina General Statutes (NCGS) 132-
1.2, and shall be made available to the public by the Division as specified in Chapter 132
of the NCGS.
8. The Division may require any additional monitoring and reporting (including but not
limited to groundwater, surface water or wetland, waste, sludge, soil, lagoon/storage pond
levels and plant tissue) necessary to determine the source, quantity, quality, and effect.of
such waste upon the surface waters, groundwaters or wetlands. Such monitoring,
including its scope, frequency, duration and any sampling, testing, and reporting systems,
shall meet all applicable Division requirements.
Regional Notification:
The Permittee shall report by telephone to the appropriate Division Regional Office as
soon as possible, but in no case more than twenty-four (24) hours following first
knowledge of the occurrence of any of the following events:
Any discharge to ditches, surface waters or wetlands.
Failure to maintain storage capacity in a lagoon/storage pond greater than or
equal to that required in Condition V. 2. of this Permit.
Over applying waste either in excess of the limits set out in the CAWMP or
where runoff enters surface waters or wetlands.
Failure of any component of the animal waste management system resulting in a
discharge to surface waters or wetlands.
Any failure of the animal waste management system that renders the Facility
incapable of adequately receiving, treating or storing the waste and/or sludge.
Any deterioration or leak in a lagoon/storage pond that poses an immediate threat
to the environment or human safety or health.
For any emergency, which requires immediate reporting after normal business hours,
contact must be made with the Division of Emergency Management at 1-800-858-0368.
The Permittee shall also file a written report to the appropriate Division Regional Office
within five (5) calendar days following first knowledge of the occurrence. This report
shall outline the actions taken or proposed to be taken to correct the problem and to
ensure that the problem does not recur. The requirement to file a written report may not
be waived by the Division Regional Office.

IV. INSPECTIONS AND ENTRY
1. The Permittee shall allow any authorized representative of Department, upon the
presentation of credentials and other documents as may be required by law and in
accordance with reasonable and appropriate biosecurity measures, to,
a. Enter the Permittee's premises where the regulated Facility or activity is located or
conducted, or where records must be kept under the conditions of this Permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the
conditions of this Permit;
c. Inspect, at reasonable times any facilities, equipment (including monitoring and
control equipment), practices, or operations regulated or required under this Permit;
and,
d. Sample or monitor, at reasonable times, for the purpose of assuring permit
compliance, any substances or parameters at any location.
V. GENERAL CONDITIONS
The issuance of this Permit shall not relieve the Permittee of the responsibility for
compliance with all applicable surface water, wetlands, groundwater and air quality
standards or for damages to surface waters, wetlands or groundwaters resulting from the
animal operation.
2. The maximum waste level in lagoons/storage ponds shall not exceed that specified in the
Facility's CAWMP. At a minimum, maximum waste level for lagoons/storage ponds
must not exceed the level that provides adequate storage to contain a 25-year, 24-hour
storm event plus an additional one (1) foot of structural freeboard except that there shall
be no violation of this condition if. (a) there is a storm event more severe than a 25-year,
24-hour event, (b) the Permittee is in compliance with its CAWMP, and (c) there is at
least one (1) foot of structural freeboard,
3. Any containment basin, such as a lagoon or a storage pond, used for waste management
shall continue to be subject to the conditions and requirements of this Permit until
properly closed. When the containment basin is properly closed in accordance with the
Natural Resource Conservation Service (NRCS) North Carolina Standard for Closure of
Waste Impoundments, February 2005 or any subsequent amendment, the containment
basin shall not be subject to the requirements of this Permit. The Permittee must submit a
letter to the Division to request rescission of the Permit by providing documentation of
closure of all containment basins.
Closure shall also include a minimum of 24 hours pre -notification of the Division and
submittal of the Animal Waste Storage Pond and Lagoon Closure Report Form to the
address identified on the form within fifteen (15) days of completion of closure.

4. Failure of the Permittee to maintain, in full force and effect, lessee and landowner
agreements, which are required in the CAWMP, shall constitute grounds for revocation
of its COC to operate under this Permit.
This Permit is not transferable. In the event there is a desire for the Facility to change
ownership, or there is a name change of the Permittee, a Notification of Change of
Ownership form must be submitted to the Division, including documentation from the
parties involved and other supporting materials as may be appropriate.
6. The issuance of this Permit does not prohibit the Division from reopening and modifying
the Permit, revoking and reissuing the Permit, or terminating the Permit as allowed by the
appropriate laws, rules, and regulations.
7. The Groundwater Compliance Boundary is established by 15A NCAC. 2L and 15A
NCAC 02T .0111(c). An exceedance of Groundwater Quality Standards at or beyond the
Compliance Boundary is subject to the requirements of 15A NCAC 2L and the Division
in addition to the penalty provisions applicable under the NCGS.
VI. PENALTIES
Failure to abide by the conditions and limitations contained in this Permit; the Facility's
CAWMP; and/or applicable state law; may subject the Permittee to an enforcement
action by the Division including but not limited to the modification of the animal waste
management system, civil penalties, criminal penalties, and injunctive relief.
2. The Permittee must comply with all conditions of this Permit. Any Permit
noncompliance constitutes a violation of state law and is grounds for enforcement action;
for Permit coverage termination, revocation and reissuance, or modification; or denial of
Permit coverage renewal application.
It shall not be a defense for a Permittee in an enforcement action to claim that it would
have been necessary to halt or reduce the permitted activity in order to maintain
compliance with the conditions of this Permit.
This Permit issued the 8th day of September, 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
I - - -, �X; 4 �
for Coleen H. Sullins, Director
North Carolina Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number AWI640061