310330_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0330 Certificate Of Coverage Number: AWS310330
6
R n a.; CajaC rar„ 1
2. Facility Name: � �
3. Landowners Name (same as on the Waste Management Plan): Ernest Ra• Carter
4. Landowner's Mailing Address: .311964411444)4W' AC/ 1 penrU
City: Beulaville State: NC Zip: 28518
Telephone Number: 910-298-4'69-E 7 E-mail:
5. Facility's Physical Address: '291-Pexnv Rd- 3) g Penny ,
City: Beulaville State: NC Zip: 28518
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): Murphv-Brown LLC
10. Operator Name (OIC): Robert B. Mitchell Phone No.: 919-738-3584 OIC #: 16561
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type Allowable Count
Swine - Feeder to Finish 2,448
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultn
Gilts Other Non Laying Pullet
Other Layers
'lECE5VED1M ODELAB3
MAR 2 8 2019
W rQualilaj
logtonol Operations Sion

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
1
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
G25-7,33
Estimated
Surface Area
(Square Feet)
79r 990
Design Freeboard
"Redline"
(Inches)
19- c2
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), ned b• the owner and a certified technical sr3ecialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]
MAR 2 8 2019

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: - /u c.5' 7 t C r e f r
Signature: r�
/
Name: i Title: a Ql f� r
/Signature: Date: 3 _ M
Title:
Date:
("A r
Name: Title:
Signature: _ Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
Ernest Ray Carter
Earnest Ray Carter Farm
306 Penny Rd
Beulaville, NC 28518
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://deu.nc.eov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure \ our continued coverage under the State Non -Discharge General Permits. You must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered b» an
Expiring. State Non -Discharge General Permit." The application form must be completed signed and returned by April 3, 20J,
Please note that you must include one (1 corn of the Certified Animal Waste Management Plan [CAWMPI with the
completed and sinned application form. A lis f i ems included in the CA can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation. of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilminxton Regional Office, Water Quality Regional Operations Section
Dunlin County Soil and Water Conservation District
AFOG Section Central Files - AWS310330
Murph\ -Brown LLC
North Carolina Deportaee. - xranental Quality 1 Division of Water Resources
512 N. Salisbury St I IL,: - ieervioe Canter I Raieel, North Carolina 27699-1636
919_7079000

Mortality i anagement .. !.ethods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
171 El
Version —November 26, 2018
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7
na Complete incineration according to 02 NCAC 52C .0102.
a ® A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
El El In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
El El Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
ElMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
•
Signature of Fa er/Manager
4
//9 Il)
r
Date
Signature of echnical Specist Date

a6t4,L_&0) t/uotio
-710q//
Nutrient Management Plan For Animal Waste Utilizationy t_b s-a
08-02-2006
This plan has been prepared for:
Earnest Carter Farm 31330
Earnest Carter
291 Penny Rd
Beulaville, NC 28518
910-298-3931
This plan has been developed by:
Johnny Lanier
HYGRO Inc.
441 Cabin Street
Pink Hill, NC 28572
910-298-5426
•
DevelopefSignature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal waste
utilization plan for the farm named above. I have read and understand the Required
Specifications concerning animal waste management that are induced with this plan.
deptL ei/o4
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices adopted
by the Soil and Water Conservation Commission.
Plan Approved By•
Technical pecialist Signature Date
517971 Database Version 3.1 Date Printed: 08-02-2006 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish
animal Swine Finishing
storage capacities
Lagoon Liquid
Lagoon
-
waste generated 2,269,296 gals/year by a 2,448
Liquid operation. This production facility has waste
180 days.
of approximately
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
5227
Incorporated
8976
T
Injected
,
9885
Irrigated
5681
Max Avail.
PAN (lbs) *
Actual PAN
Applied (Ibs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
5,681
8128
-2,447
3,246,756
-977,460
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this sourc
517971 Database Version 3.1 Date Printed: 08-02-2006 Source Page 1 of 1

Narrative
This WUP has been revised to include a pivot system designed by Rainman Irrigation(Gary Saclf).
Zones R1,6 & 7 from the old solid set system are still capable of being used for irrigation. These pulls are
not needed to meet the nutrient budget for this operation.
Zone R1 has 4 sprinklers for a total of 0.92Ac [(1.38/6 ) X4 0.92Ac]. Based on original solid set system
designed by Gary Scat£
Zone R1 will be planted to a Summer/Winter Annual until Mr Carter establishes a bermuda crop. Rates
and pumping dates listed below will be used when pumping on these crops.
Summer Annual(Pearl Millet @ 270 lbsN/Ac Appl Date 4/1 - 9/30) Winter Annual(Smallgrain Overseed
@ 50 lbsN/Ac Appl Date 10/1 - 3/31).
Use application rates and amounts as outlined in the WUP tables and/or irrigation designs when applying
waste.
517971 Datal2ge Version 3.1 Date Printed: 08-02-2006 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field Realistic Yield
estimates are also provided for each crop in the plan. In addition, the Leadung Index for each field is shown, where
available.
Planned Crops Summary
i,
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
4971
Pvt 1
21.33
21.33
N/A
Auhyville
Small Grain Overseed
1.0 Tons
Hybrid Bermadagrass Hay
5.5 Tons
4971
RI 4
0.92
0.92
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Beonodagrass Hay
5.5 Tons
4971
R6
1.38
1.38
N/A
Autryviile
Small Grain Ovexseed
1.0 Tons
Hybrid Hay
5.5 Tons
4971
R7
1.38
138
N/A
Autryville
Small Gram Oveaseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
PLAN TOTALS:
25.01 25.01
LI
_ Potential Leachin
Technical Guidance
2
Low potential to cotnbute to soluble
nutrient leaching below the mot none.
Nonc
a= 2
<=10
Moderate potential to contribute to
soluble nutrient leaching below the
root zone.
Nutrient Management (590) should be planned.
> 10
High potential to contribute to soluble
nutrient leaching below the mot zone.
N utriemt Management (590) should be planned. Other conservation practices that
improve the soils available water holding capacity and improve nutrient use efficiency
should be considered. Examples are Cover Crops (340) to scavenge nutrients,
Sod -Basal Rotations (328), Long -Tam No -Till (778), and edge-ocfield practices such
as Filter Strips (393) and Riparian Forest Buffers (391).
517971 Database version 3.1 Date Printed 8/2/2006
NOTE: Symbol * means user entered data
PCS Page 1 of 1

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields ofthe crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate ofthe quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Hitr+ -n
PA
Nutrient
Req'd
(lbs/A)
Comm
Fe it.
Nutrient
Applied
(Ibs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
4971
Pvt 1
S7_
Autryville
21.33
21.33
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
426.00
0.00
4971
Pvt 1
S7
Autryville
21.33
21.33
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-10/31
*275
0
0
brig.
275
109.85
0.00
2,343.02
0.00
4971
R1
S7
Autryville
0.92
0.92
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
18.37
0.00
4971
RI
S7
Autryville
0.92
0.92
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-10/31
*275
0
0
Irrig.
275
109.85
0.09
101.06
0.04
4971
R6
S7
Autryville
1.38
1.38
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
27.56
0.00
4971
R6
S7
Autryville
1.38
1.38
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-10/31
*275
0
0
Irrig.
275
109.85
0.00
151.59
0.00
4971
R7
S7
Autryville
1.38
1.38
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.0'0
27.56
0.00
4971
R7
S7
Autryville
1.38
1.38
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-10/31
*275
0
0
Irrig.
275
109.85
0.00
151.59
0.00
Total App
ied, 1000 gallons
3,246.76
Total Produced, 1000 gallons
2,269.30
Balance, 1000 gallons
-977.46
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
otes: 1. In the tract column, - symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
517971 Database Version 3.1
Date Printed: 8/2/2006
WUT Page 1 of 1

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff This table provides the maximum application rate per hour that may be applied to each field selected to receive
wastewater. It also lists the maximum application amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
4971
Pvt 1
Autryville
0.60
1.0
4971
R1
Autryville
0.60
1.0
4971
R6
Autryville
0.60
1.0
4971
R7
Autryville
0.60
1.0
517971 Database Version 3.1 Date Printed 8/2/2006
NOTE: Symbol * means user entered data
IAF Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application rates
shown in the second column
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high anmunts of copper and zinc so that additional effluent cannot be applied On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern_ Soils containing very high phosphorous levels may also be a
concern
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gallac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
•
Minimum Acres
15 Years Accumulation
Swine Feeder
-Finish Lagoon Sludge
- Standard
Corn 120 bu
150
13.16
30.69
61.38
92.07
Hay 6 ton R.Y.E.
300
26.32
1534'
30.69
46.03
,Soybean 40 bu
160
14.04
28.77
57.54
86.31
517971 Database Version 3.1 Date Printed_ 08-02-2006 Sludge Page 1. of 1

The Available Waste Storage Capacity table provides an estimate ofthenumber of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated The start
date is a value entered by the user and is deliined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater thanthe design storage capacity,
this indicates that the plan calls for the application of nutrients that have not yet accumulated. If available
storage capacity is negative, the estimated volume of accumulated waste exceeds the design storage volume
of the structure. Either of these situations indicates that the planned application interval in the waste
utilization plan is inconsistent with the structure's temporary storage capacity.
Source Name TSwine Feeder -Finish Lagoon Liquid
Design Storage Capacito (Days)
Start Date J 911
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
76
1
2
64
1
3
93
1
4
107
1
5
120
1
6
134
1
7
147
1
8
160
I1
9
180
1
10
180
1
11
158
1
12
L 135
* Available Storage Capacity is calculated as of the end of each month.
517971 Database Version 3.1 Date Printed: 08-02-2006 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
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 that 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 the waste, he/she shall provide evidence 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
waste production facility to secure an update of the Nutrient Management
Plan when there is a change in the operation, increase in the number of
animals, method of application, receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications 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 eroding at more than 5 tons per acre per
year but less than 10 tons per acre per year provided grass filter strips are
installed where runoff leaves the field (see USDA, NRCS Field Office
Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift from
the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste will
be soil incorporated on conventionally tilled cropland. When waste is
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).
517971 Database Version 3.1 Date Printed: 8/2/2006 Specification Page 1

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 and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events,
or when the soil 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.
10. Nutrients from waste 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 canaL Animal waste,
other than swine waste from facilities sited on or after October 1,1995, shall
not be applied closer that 25 feet to perennial waters.
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 the fields have been approved as a
land application site by a "technical specialist". Animal waste shall not be
applied on grassed waterways that discharge 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.
517971 Database Version 3.1 Date Printed: 8/2/2006 Specification Page 2

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.
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
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 pre -plant
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.
517971 Database Version 3.1 Date Printed: 8/2/2006 Specification Page 3

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 nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. 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 and maintained for
optimum crop production. Soil and waste analysis records shall be kept for
a minimum of five years. Poultry dry waste application records shall be
maintained for a minimum of three 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.
517971 Database Version 3.1 Date Printed 8/2/2006 Specification Page 4

Crop Notes
The following crop note applies to field(s): Pvt 1, R1, R6, R7
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
The following crop note applies to field(s): Pvt 1, R1, R6, R7
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate
by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2
bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February -March.
517971 Database Version 3.1 Date Printed: 08-02-2006 Crop Note Page 1 of 1

State of North
Department of Environment andolina
Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Liquid Animal Waste O
The following u perat><ons
b q estions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate.
question has not been completed by the Division, please complete as best as possible. Do not eaa
any question unanswered.ve
1. GENERAL INFORMATION:
1.1 Facility Name: Earnest Carter Farm
1.2 Print Land Owner's name: Earnest Carter
1.3 Mailing address: _291 Penn Rd
City, State: Beulaville NC
Telephone Number (include area code): 910-298-3931
1.4 County where facility is located: Du lin
Zip: 28518
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): Farm location: Take Hwv 41 north from Beulaville.
Turn rieht on to SR 1720. Farm is on left southwest side a. lroz. 1 mile.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Mu h Famil Farms
1.8 Date Facility Originally Began Operation: 01/01/87
1.9 Date(s) of Facility Expansion(s) (if applicable)
2. OPERATION INFORMATION:
2.1 Facility No.: 31 (county number); 330 (facility number).
2.2 Operation Description: Swine operation
Fee er to Finish
2448- Certified Design Capacity
Is the above information correct? yes; no. If no, correct below using the design The "No: of Animals" should be the maximum num er or which the waste management structures were designed.
capacity of the facility
of Swine
Type e No. of Animals Iype of Poultry No. of Animals
0 Wean to Feeder — — T e of Cattle No. of Animals
0 Layer O 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)
Other Type of Livestock on the farm:
FORM: AWO-G-E 5/28/98
Page 1 of 4 31 - 330
No. of Animals:

3.
What was t wine Farm Siting NO (please Girt
he date that this J Act, NRCS
What was facility's swine houses Standards- Pry ) .c,.,fne 0
the date that this facility's la
QUIRED ITEMS CH r NO
se i�idicate that you hay '
EC'KLIST
Flea
item. —
e included the folioyvit,g re
3 1 One completed 9uired items '
Waste O and signed oY signing your
perations• °r1ginal and initials '•
one co i,i the space
field iota io of � aPPlication for General Pe
a gen ant location rnap Indic '
ns where imal rmit -Animal
2.3 Acreage cleared
and a vailable for
system): aPPI icadon
2.4 Re (excluding all re
Number of lagoon 4uired Acreage quired buffers and areas not co
2•� Are subsurface storage (as listed in the Ponds (circle which ' AWMP)•, �� vered by the applict
drains preSent within ��
2.6 Are subsurface 100' of :s applicable): tf
drains present ' any of the a - - - -
2.7 Does this in the vicini pPlication fields' facility rrieet all ry °r under t
applicable he lagoon(S)?
siting requirements (S
or No (please
or 1
circ
Were
nd application areas were sited?
3.2 Two cocopy of the
3.3 Two Waste indicating the location
o copies oft is land applied; of the
application oes not have a Cq entire Certified Animal animal haste facilities and
gfor anima waste MP, it operations.
be c mp/eted a Management Pla
The P must was tluperations, prior
i The Waste de the to submittal (CA enMP) If the facility
Nitro Utilization Plan following components:
rnponents: permit
3. 2 The method by produced and utilized
include the
infection etc.) which waste is d by the facility. mount of
''''3 A appliedPlantatin, Available
3.3.4 map of eve to the disposaleld fields g irrigation,
on every eve
(e' gation�
6 The Realisticr yield e era' land ry land application field.
3,3.g The
waste N applied to a peration (RYEation veld.
3 3.3. p The ireS application W dry l wd for ever on field crop shown i i the
3.3 A site schematic. Stand s for every crop WUP.
11 Emergent and specifications. P utilized in the
3'3 12 Insect Comm./ Action Plan WCTP.
Checklist
3.14 Mortali Control Checklist with chosen
best management
3.3.13
3 3.1 s Lagoon/storageontrol Checklist with chosen best m a g rnent practices
3.
to include any nd capacity documentation
selected eeo nt practices noted.d.
3 3 1 that may be applicable
site evaluations weal tation (design,
led.
6 Operation and Maintenance
a your facility, nnin ' calculations, ulations ) please
and determinations,
ete Maintenance Plan, atio or hazard • be
classificationsadditional components with you° ubm ents
not shown on this list, i ttal.
If your C,QWMp includes
t, please include the
'ES
!VI: A WO-G-E 5/28/98
(Please circle
provided next to e `
A /leants Initial
C
lam^
Page 2 of 4
31 -330

Facility Number: 31 - 330
Facility Name: Earnest Carter Farm
4. APPLICANT'S CERTIFICATION:
I,
Farmer ( ---rr
(Land Owner's name listed in question 1.2), attest that
this application for ararriLf -fr _Carter Farr+, (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be turned to me s in mplet
Signature Date f -�5— c'?
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I (Manager's name listed in question 1.6), attest that this
(Facility name listed in question 1.1)
application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98
Page 3 of 4 31 - 330

ArT MAL WASTE MANAI NIENT PLAN CER'I'IFICATIOI' OR EXISTING FEEDLOTS
Please return the completed form to the Division of Environmental Management at the address on the
reverse side of this form.
Name of farm (Please print) : er s Co c
Mailing Address: Z 91 L?e e n i
ff avt[/� c 2SSIg Phone No.: /!o _Z92-. Fyl
County4of farm): _v_ /»
Farm location: Latitude and Longitude: 5545" / ri c y ' i5 (required). Also, please attach a
copy of a county road map with Iocation identified.
Type of operation (swine, layer, dairy, etc.) : SvJ ‘_n
Design capacity (number of animals) : z�f3
Average size of operation (12 month population avg.): z 4 L
Average acreage needed for land application of waste (acres) : 2 Q
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant
to 15A NCAC 6F .0005, I certify that the existing animal waste management system for the farm named
above has an animal waste management plan that meets the operation and maintenance standards and
specifications of the Division of Environmental Management and the USDA - Soil Conservation Service
and/or the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001 - .0005. The following elements and their corresponding minimum criteria have been
verified by me or other designated technical specialists and are included in the plan as applicable: minimum
separations (buffers); adequate quantity and amount of land for waste utilization (or use of third party);
access or ownership of proper waste application equipment; schedule for timing of applications; application
rates; loading rates; and the control of the discharge of pollutants from stormwater runoff events less severe
than the 25 - year, 24 - hour storm.
When checked, see reverse side of form for conditions/exceptions.
Name of Technical Specialist (Please Print):
Affiliation (Agency):
Address (Agency):
Signature: , E. 5-2fr
MICHAEL E. SUGG
USDA, NAT. RES. CONS. SERV.
PO BOX 277 KENANSVILLE NC
TELEPHONE [phone]
Owner/Manager Agreement
I (we) understand the operation and maintenance procedures established in the approved animal waste
management plan for the farm named above and will implement these procedures. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of Environmental Management
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to surface waters of the state either directly through a man-made conveyance or through
runoff from a storm event less severe that the 25-year, 24-hour storm. The approved plan will be filed at the
farm and at the office of the local Soil and Water Conservation District.
Name of Lap dOw� ' PaseP-ant):�'rh� � (o,,--i-ec-
Signature: J�Date: S 7.3 t (9 4
Name of Manager, if different from owner (Please print):
Signature: Date:
Note: A change in land ownership requires notification or a new certification (if the approved plan is changed) within 60 days of a title transfer.
DEM USE ONLY: ACE#

Operator: ___-_________ _
Operator:
__--- ________ __.............
Date
______ _________ __....... __> Earnest Carter
Dist.to residence ___ ________ ___ > 03/26/
saws (farrow nearest (other than -' 03j26�11
tofinish owner);
sows (farrow to fee eder =__ ___________ __-_____ ft.
headhead_ -->
(finishing)�--- -=------- ------
sows only):===-- ---------------->
(farrow to wean):=--__ _ ____ ________> 2448
head (wean to feeder):===__ ______-_-____ ___---
Ave. Live Weight for other o ->
Storage Perations - ->
9 volume for sludge (lbs.)=>
Treatment Volume g u, ft . (cu, ft.);=>
25 Year (min. 1 cu. ft./lb.)===____>
Rainfall- 24 Hour Rainfall (in.)_____-------> 1 0
in excess of evaporation (in, - __
Drainage area 7.5
Volume of buildings & lots ) -' 7.0
of wash water (gallons/day)(sq. ft.)=>
Temporary storage period ___-_=-_______>
SideFreeboard (ft.):==___====(days)_______________-> 180
Inside peS (inside lagoon):_____________=__> 1 0
top length (ft.):_______________
380.0
Inside top width --__= 3.0 : 1
Top of dike elevation -__->
Bottom of (ft,);________________> 210,5
Seasonal high water elevation
letati nS(ft.):==________-> 0 .0
Total required volume:-==t=�) elev.(ft,);=>
40. 5 11, J-
design -_______> 507854 cu 46.0
Actualgn volume:====__ __---_ ft.
Stop pumping el.(> or = to --46 625732 cu
46.0 ft.SHWT > ft.
)
Required minimum treatment volume: 5 ) 48.3 ft.
ft.
Volume at stop pumping elevation:
Start 330480 cu. ft.
Pumping elev.:__________________ 431614 cu. ft.
Volume at start pumping elevation:
Actual volume -> 50.3 ft.
NOTE: less 25yr-24hr rain: 575256 cu. ft,
Rerify that temp. storage is 575731 cu. ft.
q. volume to be adequate:
Actual volume tob be
127373
Pumped:==> cu. ft.
143643 cu. ft,
/34
l�
V&fry, *4

~
NAME:Ernest Ca,ter
ADDRESS: Rt. 2 Box 15 Beulaville, N.C. 28518
TYPE OF AND SIZE
OF OPERATION: TOPPING HOGS N0.2400
DESIGNED BY:Alan Walker
DATE:7 30-86
APPROVED BY:Billy Jones
,'
. __^ _..
.'�.,`.."^
PERMANENT qrnnnmw
—'—''
2400 Hogs X 135 lbs. per hog X 1 Cu Ft per lb. ,24000 Cu. Ft.
TEMPORARY STORAGE
324000 lbs of animal wt. X 1.35 cu.ft. of waste per
, day per 1000 lbs. animal wt. X 180 days
RAINFALL LESS EVAPORATION
7" X 91350 sq. ft. of surface area per 12"
per ft.
RAINFALL - 25 YR. 1 DAY STORM
7.5" X 91350 sq. ft of surface area per 12"
per ft.
CUT : FILL RATIO
1.26 : 1
78732 Cu. Ft.
53288 Cu. Ft.
57094 Cu. Ft.
TOTAL STORAGE NEEDED 513113 Cu. Ft.
19004 Cu. Yds.
TOTAL STORAGE AVAILABLE 529600 Cu. Ft.
19615 Cu. Yds.
AMOUNT OF FILL DIKE 88900 Cu. Ft.
PAD 20?331 Cu. Ft.
TOTAL 298231 Cu. Ft.
SETTLEMENT 10% 29823 Cu. Ft.
TOTAL AMOUNT OF FILL 328054 Cu. Ft.
12150 Cu. Yds.
TOTAL EXCAVATION 412888 Cu. Ft.
15292 Cu. Yds.

' NAME: Ernest Cart,, --
SEEDING SPECIFICATIONS
AREA TO BE SEEDED
APPLY THE FOLLOWING
USE THE SEED MIXTURE
INDICATED
4.0 AC.
4000 LBS, 8-8-8 FERTILIZER
8.0 TONS OF DOLOMITIC LIMESTONE
320 BALES OF SMALL GRAIN STRAW
(X > 200 LBS. FESCUE GRASS
(X ) 140 LBS. OATS
( ) 200 LBS, BAHIA GRASS
16 L8S, WEEPING LOVE GRASS
( ) 48 LBS, HULLED COMMON B^RMUDA
( ) 100 LBS, UNHULLED COMMON BERMUD
DIVERT ALL SURFACE WATER TO A STABLE OUTLET.
THE NEAREST RESIDENCE IS 1300 FT.

�
`
~
NAME:Ernest Carter
APPROXIMATE NITROGEN CONTENT THAT WILL BE PRODUCED PER YEAR
NITROGEN (N) - 0.48 LBS PER 1000 LBS OF ANIMAL WT. X 365
DAYS
(N) -0.48 X 324000 X 36'-.-.-;
______________________________
1000
(N) -56765 LBS
IT IS ESTIMATED THAT APPROXIMATELY 25% OF THE NITROGEN WILL
BE AVAILABLE FOR USE AS FERTILIZER
THE FOLLOWING AMOUNT CAN BE APPLIED ON THE LAND
14191 1BS.
IF APPLIED AT THE RATE OF 200 LBS PER ACRE ON CROPLAND THEN
/l ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
~
IF APPLIED AT THE RATE OF 400 LBS PER ACRE ON PASTURELAND THEN
35 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE
ANALYZED TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA
LABORATORY IN RALEIGH IS MAKING SOME TEST ON A LIMITED BASIS
YOU SHOULD CONTACT (AGRONOMIC SERVICES DIVISION ) ^
(NCDA, BLUE RIDGE ROAD CENTER >
(RALEIGH' N.C. 27611
)
(PHONE: [phone] )
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHbULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION
SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
BEGIN PUMPING THE EFFLUENT WHEN
THE FLUID LEVEL REACHES �
V AzcvS~ cuo
DO NOT LOWER THE FLUID LEVEL »r- -7-41,e7�������
ANY LOWER THAN Ket FLL| BELOW THE PIPE

ANIMAL WASTE MANAGEMENT PLAN
DUPLIN COUNTY
INTRODUCTION
Mr. Ernest Carter is planning on building a 2400 Topping Hog Operation. Mr. Carter
has enough land to apply the effluent on. He will receive cost -share for the animal
waste lagoon under Limestone & Muddy Creek land treatment funds.
SITE CONDITIONS
The soils on the site are Lynchburg loamy fine sand, Ona fine sand, Plummer loamy
fineesand, and Rains fine sandy loam. These soils range from moderately well drained
PR poorly drained. This site is not in the flood plain.
OPLA
The system will consist of a treatment lagoon. Effluent from the hog houses will
be flushed into the treatment lagoon. Anerobic activity will take place here. Once
the effluent reaches the relative elevation of 49.5 it will need to be applied to
the land. This elevation will correspond to 1 foot above the 'ipe invert
The lagoon will e excavated with a 2:1 slope. All dams or dikes will have a com-
bined slope of 41 with a 10 foot minium top width. The landowner will be re-
sponsible for obeying all local, state, and national laws and securing necessary
permits. All disturbed areas to be established in permanent vegetation. SCS will
recommend seeding and fertilization rates.
OPERATION AND MAINTENANCE PLAN
1. Keep vegetation on embankment and areas adjacent to the lagoon mowed.
2. Repair eroded areas and vegetate.
3. Apply lime and fertilization annually or as needed.
4. It is recommended that there be a minimum of 1 foot of water in the bottom of the
lagoon to cover the solids and prevent excessive odors during startup.

Lunduwncr/Operator Name:
Address:
Telephooc:
T'P14 1 — Field Speciflcat'orls
IRRIGITJON SYSTEM DESIGN PARAMETERS
(140 Ph3 . ,
Ap�rotlnia��
Maximum
• Useable Slze
Fleldt ofFlei42 Slope
(%)
Number ( ) Sop T cp
acres Y
g
!See attached map.
2Total ,field acreage minus required puffer areas.
3Refer to N. C. Irrigation Guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic t; mtc rates for the soil and crop used.
County;
Aatg: Fe,.les �•� . 1917
Maxlntun)
Maximum Application
Application per Irrigatlop
(2ate3 Cycle3•
(hdhr) (Inches)
cif
Conunenis
EXIQBfT D-1
NRCS, NC
TUNE, 1996

'U' P144 2 !Riglitioq Gnt) Settings
glace, Model ant! Type of Equipment:
ef\J
Field Nol Travel Application
TRAVEL LANE Wetted
and Speed Rate Effective
llydrant Nod Effective Diameter
(tVmin) (in/Iu) Width (R) Lentil (11)
Mid)
!See attached map.
2Show separate entries for each hydrant location in each field.
?Use the following abbreviations for various arc patients: 1' (full circle), TQ (three quarters), '1T (two thirds), l�I (half circle), T (one third), Q (one quarter).
May also use degrees of arc. q r).
EQUIPMENT SETTINGS
Nozzle Operating Operating
Diameter Pressure Pressure Arc
(inches) J Gun (psi) tr� Reel (psi) Patten?
Comments
ExHA3rr D-2
NRCS, NC
JUNE. 1996

,Leasler-.7S
3 A, ZS': 3_,zr. • eW
te,o_
Cle.sss ibz) "fl
rES-1.--
- . 0 1 .
. 4/33 Z./ it,S/A0
46,0d-tpc. =-
_ 140 101; (46 6- I S7° g
101: AS 5?
—7c11;";-iej;Y-
_ = I . per' 100/ x , 93 3
(12)Li,27
(
,cYpyico-c-fr ift, 4 /be.9,75-
ioo' aA) Pte)/
ps: —I—

�Mrr+ L J
Loss
Class 160, 6
y. 17
.S 7 )4, poi i 4f6
pS�
L101_46 -3 tea.'% ✓a�VL
3��
3'. 3 x 3
L
J 36K3f J4+
(34$)' • 63 -;• Q

3 '/ 4.7i3Os'r 14 5
•6i13,74)_
4 fi v Li; 4/ Tit— I. •
lc "
JI
r 6

K ra-06
ir\pctlsr
O o5Se6 .04 'fr,/St, b3.-.Ot _ .f3 psi'
'""•‘34' + .Or 1,06 t.01
t om..-�+o✓� -i-o �or'n�Ir,T fr) . ,
.7y
Pr e_st (Aft— _ Sr: 0 p s
--- I �DD e1
4 -+A c is.
(,/gIg 163x IbI S,np

ti a
1..,•'
•
•
?•
•
t•
' ��` —� �•� 1 r J • --- - Syr, '\ f
4.
• • �{
Ir
•
dL
,. v emu;.: t•., _:ram.._. [.. °r t . �-e�� f...
tom•
.r
it
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•
•^" , ' •' tip`. - f
=K� ▪ -"�a� ::r'jstfiP•� :"fit`
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• •
�:i! 2l • I• 4[•'.
F ° , Wes z — • '+I-„ • .�,',, r. '•i i ; 54 .
dSa.yy ,y r ,mac++ c; -' ._..Pr• y� " +� '. ,E`
- „'-+ i.._ i s 9, -4'- •- •
cam: . , w 'r' v -
• 1' r. ,i5"`,p -r '� -' a '"y • J•r- •-4ri'-*t':• 1+
- •
L?. - ss.- - .{:.i„_"*'-�?•+':.•-..t
. - T --: j+i+:.. —per 15- +
..r.. s=y�yl, y :.: =1 .1•s, -+ w,: ;,s=' ._. ?x r?s
r
;--
?c'r.
•
.` SITIAT
y;k
ixit-rtt•
��s�'r-+ !•'-+' �.
�t�
.
;.
..i*'r 1.•-.:
VL•—••a ,
,.Warn . y ,., ' a .. � :��. • u "-�?, 1 �4 r�ti� - �•
��:i:•.�fVr R'+4"�L� •w'r• •.+cam •'1]�+,�r�•
l:.�r :i7••�
"3 �" v .�ivlSf . i.► y r�µ fir"! • :t r `rriw
•
•1.;•
:3r
• 1R• �. v.r3e1=LI�.SL��{�yii f�r�31�
C.41 1f�1 1'uy

The 70 Series full -circle impacts distribute::,_
water over a large diameter on higher
volume systems._
• Outwears-an
than _ brass
esi9ne
ss1�
LLI
(Single nozzle
model shown)
7025RD-1-1 "M
• 25° trajectory angle for
maximum throw
• Single nozzle design
minimizes clogging
Nozzle Pressure (psi)
7025RD-1-1" M 35 40 45 50 55 60 65 70 75 80
#14 Nozzle (7/32")
Flow (gpm) 8.34 8.91 9.45 9.97 10.5 10.9 11.4 11.8 •
Spkr. Base Press. (psi) 35.8 _ 40.9 45.9 51.0 56.0 61.0 66.1 71.2 •
Diam. at 1.5' Ht. 106 110 115 120 124 129 132 135 • •
Diam. at 6' Ht. 114 120 125 130 135 138 142 145 • •
#16 Nozzle (1/4")
Flow (gpm) 10.8 11.6 12.3 13.0 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
Diam, at 1.5' Ht. 114 118 123 128 133 137 141 144 147 150
Diam. at 6' Ht. 122 130 135 140 145 148 150 153 156 159
#18 Nozzle 9( /32CL•
Flow (gpm) 13.6 14.6 15.5 16.3 17.1 17.8 18.6 19.3 20.0 20.6
Sokr. Base Press. (psi) 36.4 41.6 46.8 51.9 57.0 62.2 67.3 72.4 77.5 82.6
Diam. at 1.5' Ht. 122 126 131 135 140 145 148 151 155 158
Diam. at 6' Ht. 129 136 141 145 150 153 156 159 162 164
#20 Nozzle (5/16")
Flow (gpm) 16.8 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 68.2 73.3 78.5 83.7
Diam. at 1.5' Ht. 126 131 137 141 146 150 154 157 161 163
Diam. at 6' Ht. 132 139 145 149 154 158 161 164 167 170
#22 Nozzle (11/32")
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. (psi) 37.6 43.0 48.2 53.4 58.7 64.0 69.2 74.4 79.6 85.0
Diam. at 1.5' Ht 129 134 139 145 150 155 158 162 166 168
Diam. at 6' Ht. 135 142 147 152 158 162 166 169 173 175
#24 Nozzle (3/8")
Flow (gpm) 23.8 25.4 26.9 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 80.8 86.6
Diam. at 1.5' Ht. 131 137 143 148 153 158 163 166 170 172
Diam. at 6' Ht. 138 145 151 156 162 166 170 173 177 179

BERKELEY PUMPS
TYPE "B" RATING CURVES
MOTOR DRIVE
CURVE
DATE
PAGE
4075
1-2-86
1.02
SUPERSEDES
All previously issued
4075 Curves
TOTAL DYNAMIC HEAD IN FEET
C-5035 sds00 on T-3207
Caw: Material C.1. P.n. No. L01018
tmpNter: Mar.rlal C.1. Pan. No. S07367
MacR No. L01018
mock No.S07367 o;e.6ir Full
I
........�........... .........-..i.-.. { 1 i 1
1..:.:....4 NPSHK 3 .......... .......�
)
Nominal A.P.M. 3600
Based on Fresh Water 3 80' F.
Maximum Working Pressure: 150 PSI
.30
200
S
I
25 ! -4---t.
;
}
i
{ - t . l ......... . ...... .
•
A
00 10 20 30 40 50 60 70 80 90 100 110 120
CAPACITY IN U.S. GALLONS PER MINUTE
Supersedes C-5035 Detect 3-1-72
.........120..T au
• M.
t
l 1...._......110 z
ce
1
1-
i
_.........1 C
0 z
{
Date 7-30-85
MODEL B I%2TPL
TOTAL DYNAMIC HEAD IN FEET
225
200
Cae.: Material C.I. Pan. No. L01018 N.eh. No. L01018
Impeller: Material C.I. Pan. No. M07298 (7/8U)M.eh. Ne. See below DI.. 6-9/16"
S32401(14 U)
(..........i..........1...........
Nominal n.p.a. 3600
Based on Fresh Water gb 80' F.
Maximum Working Pressure: 150 PSI
l#P.rtD
..NPSHR
60%. ...
6 g/18" (10-HP)- • ' 65% 70%- .... ............4 • ........
- �'••— 74'Yi-Errr rQV ?r'
i..
;............IMPaLLE124MACH.:NE}...........•a
HP ..... 7/5.'k . ;....1..!(U"_ '_.120 W
-AMA3637----:...:.. - • •
.30
. `.
150... _...
15#"Dia (5 HP)
125.:_.
100
74`>b.l.......:
60%- - 1 • • •
7i - M07638 S34238
i0 M07298 .S32401-""'
•
.... I .. . . • l ....•
•
.
01
i [ 5+ P*
50` - _ ....._.-•. _......l... _._..»............_......_•
r
0 50
C-8888 aeeedor. T-3957, -1, -2
100 150 200 250
CAPACITY IN U.S. GALLONS PER MINUTE
supe.sedes C-8888 Dated 12-7-83
Dete 7-30-85 MODEL B 1kir P M
a.
Z

T4M-E 4 - Solid Set Irriggtiol; gtni Settings
-ter
Field NoI wetted OPERATING PARAMETERS
and Hydrant Spucing (ft) Application Noctic Operating Operating
Number of Diameter Along Between Line Not lI at'uuts (feel Pipeline Rate Diameter Pressure rt,,,,.
! Pi >cllucs (In/hr) _ (Inches
-7 F ? 1 UN)
Pe,k
It) fel0
}See attached map.
?Show separate entries for each pipeline with hydrants in each field.
EXHIBIT P.3
3 4t11, Mix.

TABLE 4 - Irrigation System Specifications
Floiy Rate of Sprinkler (gpm)
Aerating Pressure at Pump (psi)
Design Precipitation pate (in/tir)
!lose Length (feel)
Type of Speed Compensation
Traveling So114 Set
l_rrlbulion Gun Irrhatlon
r
XXXXXXXX
Pump Type (PTO, Engine, Electric)
Pump Power ftequirement (hp)
XXXXXXXX
TABLE 5 - TI rust hlocic Specifications!
Designer may provide thrust block details on separate sheet.
LOCATION
90° Bend
Dead End
y"
Tee
5-7
TI UsT 130cIt
7 AREA (sq. ftj'
.I�
.33
'See USDA-NRCS Field Office Technical Guide, Section IV, practice Code 430-pD.
EXHIBIT D-4`
NRCS, NC
JUNE. 1906

(_lN S
Name:
ompany:
Address:
�honc•
h )ES C JR,
EXHIBIT D-5
REQtJ11<tEp pOCpljgjNT4TION
The following details of design and materials must accompany all irrigation designs:
I. A scale drawing of the proposed irrigation system which includes hydrant locations, truyel lanes, pipeline routes, thrust block locations and b
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes. buffer areas where applicable.
1. 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 sprinklcr(s).
7. Manufacturer's specifications fur the irrigation pipe and/ur USDA-NRCS standard for Irrigation Water Conveyance, Y
N.C. Field Office Technical Guide., Section IV, Practice Code 430-1)1).
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consideral relevant
appropriate.
1 C YAnt factors al a Particular site and address them as
9. hrigation pipes should not be installed in lagoon or storage pond embankments without the designer. approval of the
P
A buffer strip 61+ feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per NC Statutes.
1
NRCS, NC
JUNE, 1996

EXHIBIT D-6
Narrative of Irrigatjon System Operation
Describe the operation of the system in the space provided below or on u similar sheet most convinienl to the designer/supplier.
Include procedures such as start-up, slut -down, winterization and regular maintenance of all equipment.
r
(00 tOo 5p...,..: JS . -17,-- Mki"... li.'r.t a,r'ois -fie -r ,2.4" e lrtt ,,,,a:5 3' .), t 01 /1 �� �eTa.l S�-ti t a
evs- ea f iIe_ fo 1c1 na% jell- s.- co✓ age re d.,'rea1 rrr tere JJ I��..-f:+ve,,.. f 'rri3e.-�a�.. �I�%r. rye f.,
�J'f S' t��. re, rllwi (YM O. 1C� 4'1 n �f ‘ / / r
f�; f `, M p / /a, n e �J J•/ t'^ t, t'r', I r4-- f "�An.. -1'o» `Kie. . e .r+� 0 IC' '^d..- -F ► e..- �fl a rYl n c rots
I f
lni'eri�C di e''a�d f�reeM,Pc,)''laTers.l 1
s -E; I Isal
i
S p r i'n 4 le...r- ,,.o ; 4, i° V . _ b.. t wt I .•.. -�•� b b I
>+- c r;� k.lers r ;,r ❑eJ . In-I�..r,�.l -r`r7 r n r ' I r.+J p r-f le 1 � J
f e !� f `YWakA t a. e w t'r S �n sit— �C c....". M.'S -laA �r { keel
are.. -3,-- 5 y 5 .Nk (h,,,,10 i$e_ c,i!_f'eu4t.e4 eke .GtSr`ell' j �. 1- 1 I 4
/-• r r) Lp //,�� �'` /� �r}//J [ . /g `r :.I"l i�0.�S 0.% /\ dl �I 1,.0.� a /�.. (`.tTf�..
a n rAi, 'f: r t� e" r'> pet n'..4 M 4-11," `rr. 5 �r� v t e7I /'\Q 4 e _:e C,e_azi r'
L_ae.rc_.. e le,ve. % sPr-;Ak!exs cr• 4c..-... reNinr -4,..
t II J ++ Q 'S fS-f'er-t. t�, ro..k,r- k.a,S 6a.er,
5. arc. 11,e ✓`e5 0.)-11--(^ou.)-I-r:..ry c ie S
r� r✓ � fin'
MRCS, NC
JUNE, 1996

p . 2
Or
p,;.dr 'iyo'? 3 °r I7, 3a)6[
rcf9 "n yd e4 411 ° Zr.. P j AC,
a~1.31 eke.
i
•

JUL en ub un: b'Fa
p.3
REINKE IRRIGATION SYSTEMS
PIVOT SYSTEM SPRINKLER CHART
ELECTROGATOR II 2665 Opt 57"
REINKE IRRIGATION SYSTEMS
RMCchart0.97d
CASE NUMBER: RP061540
DEALER: RAINMAN IRRIGATION
NUMBER: 122465
NUMBER OF TOWERS:
GAUGE PRESSURE:
TOTAL SYSTEM FLOW:
TOTAL PIPE LENGTH:
END GUN TYPE: SR100
DATE: 24 Apr 2006
CUSTOMER NAME: ERNEST CARTER
SERIAL NUMBER: 0406-C35534-2665
3
56.0 psi
280.0 gpm
488.0 ft
SYSTEM gpm PER acre: 11.6
LAST TOWER - TIRE SIZE: 16.9 X 24
SYSTEM MANUFACTURER: ReinkeE2
= =
NOZZLE FILES: R3000R , S3000PC
NOZZLE SELECTION OPTION: 1
FRICTION C-FACTOR: 140
COVERAGE WITHOUT GUN: 493.9 ft
ADJ. END GUN RADIUS: 89.8 ft
CENTERDRIVE: 25:1
1 160E2665 SPAN 1, 164.3 ft, 6.41 in ID PIPE
2 156F2665 SPANS 2- 3, 156.0 ft, 6.41 in ID PIPE
1 13GF OVERHANG, 11.8 ft, 2.78 in ID PIPE
DISCLAIMER
The uniformity of water application obtained with this system can be
adversely affected by many variables including, but not limited to,
the improper makeup or installation of the nozzle package; obstructed
nozzles; tight and/or sloping soils; improper end gun arc settings;
incorrect maintenance of pivot pressure; unfavorable climate
conditions; and erratic and improper operating speed of the system.
Reinke Mfg. Co., Inc. makes no warranty as to the uniformity of
the coverage to be obtained from this water application printout
other than its mathematical accuracy.
The products, which are specified as a part of this nozzle package
desicn, are covered by the original manufacturer's printed "Warranty
and Disclaimer", which applies to the individual components of their
own manufacture. Reinke Mfg. Co., Inc. cannot be responsible for
the performance of these products and makes no warranties, INCLUDING
THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR PARTICULAR PURPOSE,
where permitted by law, and does hereby disclaim any liability for
damages due to failure of these products to perform as anticipated.

Jul at; Lib uu:oma p.4
RP061540 24 Apr 2006 ReinkeE2, 3 TOWER, 280 gpm, 56 psi PAGE 2
-OUTLET- -SPRINKLER- -REG- -GPM- PRESSURE
NO. LOC. NO. SEP. MODEL NOZZLE MODEL REQ. DEL. INLINE
1 6.6 PLUG
2 11.4 PLUG
3 16.1 PLUG
4 20.9 PLUG
5 25.6 PLUG
6 30.4 PLUG
7 35.1 1 35.1 R3000 TN-#14 Lime LB20 1.4 1.6 53.3
8 39.9 PLUG
9 44.6 PLUG
10 49.4 PLUG
11 54.1 2 19.0 R3000 TN-#14.Lime LB20 1.7 1.6 53.3
12 58.9 PLUG
13 63.6 PLUG
14 62.4 PLUG
15 73.1 3 19.0 R3000 TN-#17 Lvndr w/gra LB20 2.3 2.3 53.3
16 77.9 PLUG
17 82.3 PLUG
18 86.6 PLUG
19 91.4 4 18.3 R3000 TN-#19 Gray w/trqu LB20 2.9 2.9 53.2
20 96.1 PLUG
21 100.9 PLUG
22 105.6 PLUG
23 110.4 5 19.0 R3000 TN-#21 Trqu w/yllw LB20 3.6 3.5 53.2
24 115.1 PLUG
25 119.9 PLUG
26 124.6 PLUG
27 129.4 5 19.0 R3000 TN-#23 Yilw wired LB20 4.3 4.1 53.2
28 134.1 PLUG
29 138.9 PLUG
30 143.6 PLUG
31 148.4 7 19.0 R3000 TN-#22 Yellow LB20 3.6 3.8 53.1
32 153.1 PLUG
33 157.9 8 9.5 PC-SP TN-#17 Lvndr w/gra LB20 2.3 2.3 53.1
164.3 TOWER NO. 1
34 166.6 9 8.7 PC-SP TN-#18 Gray LB20 2.5 2.6 53.1
35 171.4 PLUG
36 176.1 10 9.5 R3000 TN-#23 Y11w wired LB20 4.2 4.1 53.1
37 180.9 PLUG
38 185.6 PLUG
39 190.4 PLUG
40 195.1 •11 19.D R3000 TN-#28 Blue LB20 6.4 6.2 53.0
41 199.9 PLUG
42 204.6 PLUG

".v .r ... V V . J.Jp
p.5
RP061540 24 Apr 2006 Rei.nkeE2, 3 TOWER, 280 gpm, 56 psi PAGE 3
-OUTLET- -SPRINKLER- -REG- -GPM- PRESSURE
NO. LOC. NO. SEP. MODEL NOZZLE MODEL REQ. DEL INLINE
43 209.4 PLUG
44 214.1 12 19.0 R3000 TN-#30 Drk Brown LB20 7.1 7.0 53.0
45 218.9 PLUG
46 223.6 PLUG
47 228.4 PLUG
48 233.1 13 19.0 R3000 TN-031 Brwn w/orng LB20 7.5 7.4 53.0
49 237.9 PLUG
50 242.6 PLUG
51 247.4 PLUG
52 252.1 14 19.0 R3000• TN-#32 Orange LB20 8.1 8.0 53.0
53 256.9 PLUG
54 261.6 PLUG
55 266.4 PLUG
56 271.1 15 19.0 R3000 TN-#34 Drk Green LB20 8.8 9.0 53.0
57 275.9 PLUG
56 280.6 PLUG
59 285.4 PLUG
60 290.1 16 19.0 R3000 TN-#32 Orange LB20 7.9 8.0 52.9
61 294.9 PLUG
62 299.6 PLUG
63 304.4 17 14.3 R300D TN-#28 Blue LB20 6.0 6.2 52.9
64 309.1 PLUG
65 313.9 18 9.5 PC-SP TN-#24 Red LB20 4.7 4.6 52.9
320.3 TOWER NO. 2
66 322.6 19 8.8 PC-SP TN-#25 Red w/white L320 5.1 4.9 52.9
67 327.4 PLUG
68 332.1 20 9.5 R3000 TN-#30 Drk Brown LB20 6.8 7.0 52.9
69 336.9 PLUG
70 341.6 PLUG
71 346.4 21 14.3 R3000 TN-#32 Orange LB20 8.1 8.0 52.9
72 351.1 PLUG
73 355.9 PLUG
74 360.6 22 14.3 R3000 TN-034 Drk Green LB20 8.8 9.0 52.9
75 365.4 PLUG
76 370.1 PLUG
77 374.9 23 14.3 R3000 TN-#34 Drk Green LB20 8.8 9.0 52.8
76 379.6 PLUG
79 384.4 PLUG
80 389.1 24 14.3 R3000 TN-#34 Drk Green LB20 9.1 9.0 52.8
81 393.9 PLUG
82 398.6 PLUG
83 403.4 25 14.3 R3000 TN-#36 Purple LB20 9.8 9.9 52.8
84 408.1 PLUG

.,u• GO UQ wo:aoa
P.
RP061540 24 Apr 2006 ReinkeE2. 3 TOWER, 280 gpm, 56 psi PAGE 4
-OUTLET- -SPRINKLER- -REG- -GPM- PRESSURE
NO. LOC. NO. SEP. MODEL NOZZLE MODEL REQ. DEL. INLINE
85 412.9 PLUG
86 417.6 26 14.3 R3000 TN-#36 Purple LB20 9.9 9.9 52.8
87 422.4 PLUG
88 427.1 PLUG
89 431.9 27 14.3 R3000 TN-#37 Prpl w/blck LB20 10.3 10.6 52.8
90 436.6 PLUG
91 441.4 PLUG
92 446.1 2B 14.3 R3000 TN-437 Prpl w/blck LB20 10.4 10.6 52.8
93 450.9 PLUG
94 455.6 PLUG
95 460.4 29 14.3 R3000 TN-#34 Drk Green LB20 9.0 9.0 52.8
96 465.1 PLUG
97 469.9 30 9.5 PC-SP TN-#30 Drk Brown LB20 6.9 7.1 52.8
476.3 TOWER NO. 3
98 477.9 31 8.0 PC-SP TN-#28 Blue LB20 6.1 6.2 52.7
99 481.6 PLUG
100 485.4 32 7.5 R3000 TN-#36 Purple LB20 9.9 9.9 52.6
END GUN: (NOZZLE SELECTED BASED ON RECOMMENDED 170 DEGREE ARC.)
488.0 SR100 .60" NOZZLE 75.4 74.7 52.6
2 INCH DIAPHRAM END GUN VALVE PRESSURE LOSS: 1.4 psi
RESULTING END GUN PRESSURE: 51.2 psi
SYSTEM INLINE END PRESSURE: 50.0 psi, INCLUDING PLUS 6 ft ELEVATION
TOTAL gpm DELIVERED: 280.0
SYSTEM gpm PER acre: 11.6
ECFJVEDA9r,DS
MAR 2 8 2019
CT
xwsonEl Opre 0 S H Oas

JUL co uo uo:ara
p•r
RP061540 24 Apr 2006 ReinkeE2, 3 TOWER, 280 gpm, 56 psi PAGE 5
32 MOUNTING ASSEMBLIES: First outlet= 7, Last outlet= 0
Hose Drop w/MxHB U-pipe 0000-000 (Length= 8.00 ft)
U-PIPE- 3/4"Male x H.Barb Galv 008101
Flex Hose Drop <Vari> 111172 (Length= 8.00 ft)
Standard Tee 000100 (as needed)
Standard Regulator 0000-000 (as needed)
_= NOZZLE SELECTION VERIFICATION
SPAN # 1 2 3 OH+EG
gpm REQ. 22.0 63.3 103.2 91.4
gpm DEL. 22.0 63.0 104.1 90.8
% DEV. -0% -lt 1% -l1
DATA FILE IDENTIFICATION
=ovawm====w_Qo===
File Sprinkler Plate SprNo ID Regulator Flow Duty PSI Outlet ID
R3000R Rotator Red 1- 32 E42C LB20 LO BLUE 20 Squr 7628
*S30C0PC PartCirc Spinner ** ** 49BA NONE
*93000PC used on SpNo(s); 8 9 18 19 30 31
= WATER APPLICATION DEPTH PER REVOLUTION
APPLICATION DEPTH
(in)
t TIMER SETTING
REVOLUTION TIME
__=====-=na=
0.07
100
3HRS
0.25
28
10HRS
0.50 10.75
1.00 i 1.25
14 j 9 j 7 6
20HRS I 29HRS
GROUND SPEED AT 100% TIMER SETTING:18.08 ft/min
39HRS 49HRS
1.50
5
59HRS
=======
The revolution time may vary some from the values indicated above. This
may be due to generator speed, slippage, or over/under inflated tires.
Power frequency is 60 Hertz.
Loaded radius of tires is 24.7 in.

BERKELEY PUMPS
TYPE "B" RATING CURVES
MOTOR DRIVE
CURVE 4075
DATE 1-2-86
PAGE 1.02
SUPERSEDES
All previously issued
4075 Curves
TOTAL DYNAMIC HEAD IN FEET
Cass: Matadi! C.1. Pan. No. L01018 M.en.Ho.L01018
imparter: Hernial C.1. Pam Ma. S07367 Megt,14e,S07367 py,6} Full
Nominal R.P.M. 3600
Based on Fresh Water 1I 80" F.
Maximum Working Pressure: 150 PSI
....._. r.......t ( I I t ..........? o
I a.
r
f:: I , I
t 1 #20
1.... . ... ..........1• 7 ( ..k .. au
W
i .....-. ... �......6.
i - . .... 1 - 1- t
l
,
t )
i
i
i T
1.........:.1
} 1.
200'.
r
i 1.._........
:
175 i50%
T
F10
1 t t tcd
i
i f
t
0Z
r
150 4 i--• '..- ,..1....... ` i -58%i EFFICIENC''[
i... ......x....... ........ :. ....... ....
(
125 i
100`
i..,
•
...........t...........;.........
75
50
25
5094.:.............
::::' ..i.. ---. :.:.
) t •
00 10 20 30 40 50 60 70 80 90 100 110 120
C-5035 ei3ed on T-3207
CAPACITY IN U.S. GALLONS PER MINUTE
Supersedes C-5035 Dated 3-1-72
Date 7-30-85
MODELB I%2TPL
TOTAL DYNAMIC HEAD IN FEET
Case: Materiel C.I. Pen. NO. L01018 Necktie. L01018
ttnpatler: Material C.I. Pan. No. M07298 (7/8U)Mece.No. See below ma. 6-9/16"
S32401(I: U)
Nominal R.P.M. 3600
Based on Fresh Water Co 80° F.
Maximum Working Pressure: 150 PSI
i i t• 4 ' ......:..1
r
t
NPSHIt
225
,30
-1MPE?LLER-+MACH:::1:jE}:..... -
7/4 ntj7. r....} ..!!U�. ..
7# -7?10
60% t i M07638 -: S34238
6-9/'16 110 -HP► 65% 70% 10
artiNs‘
....
y
.Z096:, '
i5"DiaE {5 HP) 11740410,44....
.... .. _:......
• lid
175'�--•a-
•
75; - _ : _ _ F ..T.. a...........a... ... ........._..__.
1 ��vq •1
50; a _._.. :eD 1 1 .. ' t .
25 _ ........i_.... i ... r 4
YtM .
0 50
100
C-8888 eased°:. T-3957, -1, -2
•
1
150 200 250
CAPACITY IN U.S. GALLONS PER MINUTE
Supersedes C-8888 Dated 12-7-83
Date 7-30-85 MODEL B I k2T P M
W
11
d
Z

Swine Farm Waste Management Odor Control Checklist
Source
Cause
Farmstead
• Swine production
BMPs to Minimize Odor
Site Specific Practices
ka Vegetative or wooded buffers;
El Recommended best management practices;
Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals
IM Dry floors
Floor surfaces
• Wet manure -covered floors
Si Slotted floors;
• Waterers located over slotted floors;
O Feeders at high end of solid floors;
❑ Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits • Urine;
• Partial microbial decomposition
❑ Frequent manure removal by flush, pit recharge,
or scrape;
❑ Underfloor ventilation
Ventilation exhaust fans • Volatile gases;
Dust
indoor surfaces
• Dust
IBI Fan maintenance;
MI Efficient air movement
Washdown between groups of animals;
® Feed additives;
O Feeder covers;
IN Feed delivery downspout extenders to feeder
covers
Flush tanks
Flush alleys
• Agitation of recycled lagoon
liquid while tanks are filling
• Agitation during wastewater
conveyance
O Flush tank covers;
O Extend fill lines to near bottom of tanks with
anti -siphon vents
O Underfloor flush with underfloor ventilation
Pit recharge points
• Agitation of recycled lagoon
Iiquid while pits are filling
X1 Extend recharge lines to near bottom of pits
with anti -siphon vents
Lift stations
• Agitation during sump tank
filling and drawdown
O Sump tank covers
Outside drain collection • Agitation during wastewater 0 Box covers
or junction boxes conveyance

Source Cause BMPs to Minimize Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater
lagoon
Extend discharge pointof pipes underneath
conveyance lagoon liquid level
Lagoon surfaces
• Volatile gas emissions; ET Proper lagoon liquid capacity;
• Biological mixing; Er Correct lagoon startup procedures;
• Agitation a Minimum surface area -to -volume ratio;
113l Minimum agitation when.pumping;
O Mechanical aeration;
O Proven biological additives
Irrigation sprinkler • High pressure agitation;
nozzles
• Wind drift
i' Irrigate on dry days with little or no wind;
Et Minimum recommended operating pressure;
® Pump intake near lagoon liquid surface;
O Pump from second -stage lagoon
Storage tank or basin • Partial microbial decomposition; 0 Bottom or midlevel loading;
surface • Mixing while filling; O Tank covers;
• Agitation when emptying 0 Basin surface mats of solids;
O Proven biological additives or oxidants
Settling basin surface
• Partial microbial decomposition; 0 Extend drainpipe outlets underneath liquid
• Mixing while filling; level;
• Agitation when emptying 0 Remove settled solids regularly
Manure, slurry or sludge • Agitation when spreading;
spreader outlets • Volatile gas emissions
O Soil injection of slurry/sludges;
O Wash residual manure from spreader after use;
O Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while
slurry or sludge on field drying
surfaces
O Soil injection of slurry/sludges
O Soil incorporation within 48 hrs.;
O Spread in thin uniform layers for rapid drying;
O Proven biological additives or oxidants
Dead animals • Carcass decomposition 11( Proper disposition of carcasses
Dead animal disposal • Carcass decomposition 0 Complete covering of carcasses in burial pits;
pits O Proper locationkonstruction of disposal pits
Incinerators • Incomplete combustion 0 Secondary stack burners

Source Cause
Standing water around • Improper drainage;
• Microbial decomposition of
organic matter
facilities
Manure tracked onto
public roads from farm
access
Additional Information :
BMPs to Minimize Odor
Grade and landscape such that water drains
away from facilities
Site Specific Practices
• Poorly maintained access roads 121 Farm access road maintenance
Available From :
Swine Manure Management ; 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment ; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment ; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage ; . EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings ; PIH-33
Environmental Assurance Program ; NPPC Manual
Options for Managing Odor ; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies ; PRO107, 1995 Conference Proceedings
NCSU, County Extension Center
NCSU -BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - Swine Extension
NC Pork Producers Assoc
NCSU Agri Communications
Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects
Liquid Systems
Flush Gutters • Accumulation of solids 0 Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
O Remove bridging of accumulated solids at
Lagoons and Pits • Crusted Solids
discharge
Site Specific Practices
18t Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Excessive Vegetative • Decaying vegetation
Growth
et Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage 0 Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
El Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; I5-30 day interval
during winter).
Feed Storage • Accumulations of feed residucs
O Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

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

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

Insect Control Checklist for Animal Operations
Source Cause -__ BMPs to Control Insects
Feed storage • Accumulations of feed ® Reduce moisture accumulation within and around Srte Specific Practices
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
® Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas • Accumulations of animal ® Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
El Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling • Accumulations of animal 71 Remove spillage on a routine basis e.
systems wastes ( g''
7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
71 Provide for adequate drainage around manure
stockpiles
® Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

EMERGENCY ACTION PLAN
PHONE NUMBERS
Division of Water Resources (DWR)
Emergency Management System (EMS)
Soil and Water Conservation District (SWCD)
Natural Resources Conservation Service (NRCS)
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This plan should be posted in an accessible location for all employees at
the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are Iisted below.
a. Lagoon overflow -possible solutions are:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field -actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste pipes and sprinklers -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
1 November 23, 2016

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

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