310851_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: 31-0851 Certificate Of Coverage Number: AWS310851
2. Facility Name: James Michael Batts Farm
3. Landowner's Name (same as on the Waste Management Plan): Tina C Batts
4. Landowner's Mailing Address: 157 Eneas Lanier Rd
City: Chinquapin State: NC Zip: 28521
Telephone Number: 910-285-9278 Ext. E-mail:
5. Facility's Physical Address: 3
4Fountaintown Rd
City: Chinquapin State: NC Zip: 28521
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner): James M Batts
8. Farm Manager's telephone number (include area code): 910-285-9278 Ext. tt B !
9. Integrator's Name (if there is not an Integrator, write "None"): s Ks.4iH4.,1 Kt Pro 0L, / o.
10. Operator Name (OIC): James D. Batts Phone No.: 910-298-4487 OIC #: 17164
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
Swine - Wean to Feeder
Allowable Count
2,600
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
S 23 g%
G f
A -185483 00
3 1, ZO Q
31.00
/
' 1 Zoo 43 r
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), sinned by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in. any application may be subject to civil: penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: ► n Ct_ i6a- Title: 1000 eeK
Signature: c9 . C �G Date: •3�'" ��
Name: Title:
Signature: Date:
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

Version —November 26, 2018
• Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
EIRendering at a rendering plant licensed under G.S. 106-168.7.
ElComplete incineration according to 02 NCAC 52C .0102.
El El 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 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 Any method which, in the professional opinioniof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be -done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
ate,- C
Signature of Farm Owner/Manager
Signature of 1"€chnical Specialist
3—*/
• Date
3-1 8-/?
Date

r
r
Nutrient Management Plan For Animal Waste Utilization
04-19-2016
This plan has been prepared for:
James Michael Batts (31-851)
Tina C. Batts
157 Eneas Lanier Road
Chinquapin, NC 28521
[phone]
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-568-2648
veloper Signature Signature
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 included with
this plan.
0Aoi, CAA& -616 •
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.
Tech ical Specialist Signature Date
361787 Database Version 4.1 Date Printed: 04-19-2016 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.
S5
Swine Nursery Lagoon Liquid waste generated 496,600 gals/year by a 2,600 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
895
Incorporated
1074
Injected
1074
Irrigated
895
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
895
1717
-822
952,749
-456,149
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 source.
361787 Database Version 4.1 Date Printed: 04-19-2016 Source Page 1 of 1

Narrative
4/19/2016
This plan is to update owner information only. All field units were taken from the previous plan
completed by Kraig Westerbeek dated 12/7/2000.
361787 Database Version 4.1 Date Printed: 04-19-2016 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 Leaching Index for each field is shown,
where avai lab le.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
Batts
1
2.03
2.03
N/A
Foreston
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.0 Tons
Batts
2
0.45
0.45
N/A
Noboco
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
Batts
3
1.08
1.08
N/A
Foreston
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.0 Tons
Batts
4
2.03
2.03
N/A
Noboco
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
PLAN TOTALS:
5.59
5.59
LI
Potential Leaching
Technical Guidance
2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
>= 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 root zone.
Nutrient 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 -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
361787 Database Version 4.1
NOTE: Symbol * means user entered data.
Date Printed 4/19/2016
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 of the 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 of the 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.
VV 1 LC
Tract
V lllILalIVll
Field
•
Source
ID
auIc
Soil Series
Total
Acres
Use.
Acres
Crop
- --- -
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm.
Fen.
Nutrient
Applied
(lbs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(Ibs/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
Batts
I
S5
Foreston
2.03
2.03
Small Grain Overseed
1.0 Tons
I0/1-3/31
50
0
0
Irrig.
50
27.74
0.00
56.31
0.00
Batts
I
S5
Foreston
2.03
2.03
Hybrid Bermudagrass Pasture
6.0 Tons
3/1-9/30
'255
0
0
Irrig.
255
141.47
0.00
287.18
0.00
Batts
2
S5
Noboco
0.45
0.45
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
12.48
0.00
Batts
2
S5
Noboco
0.45
0.45
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
*260
0
0
Irrig.
260
144.24
0.00
64.91
0.00
Batts
3
S5
Foreston
1.08
1.08
Small Grain Overseed
1.0 Tons
10/1-3/3I
50
0
0
Irrig.
50
27.74
0.00
29.96
0.00
Batts
3
S5
Foreston
1.08
1.08
Hybrid Bermudagrass Pasture
6.0 Tons
3/1-9/30
*255
0
0
Irrig.
255
141.47
0.00
152.79
0.00
Batts
4
S5
Noboco
2.03
2.03
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
56.31
0.00
Batts
4
S5
Noboco
2.03
2.03
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
*260
0
0
Irrig.
260
144.24
0.00
292.81
0.00
Total Applied, 1000 gallons
952.75
Total Produced, 1000 gallons
496.60
Balance, 1000 gallons
-456.15
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
3617Database Version 4.1
Date Printed: 4/19/2
WUT Page Lo! 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)
Batts
1
Foreston
0.50
1.0
Batts
2
Noboco
0.50
1.0
Batts
3
Foreston
0.50
1.0
Batts
4
Noboco
0.50
1.0
361787 Database Version 4.1 Date Printed 4/19/2016
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 amounts 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 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Com 120 bu
150
14.69
5.93
11.86
17.79
Hay 6 ton R.Y.E.
300
29.38
2.96
5.93
8.89
Soybean 40 bu
160
15.67
5.56
11.12
16.68
361787 Database Version 4.1 Date Printed: 04-19-2016 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number 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 defined 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 than the 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
Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
102
1
2
97
1
3
142
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
166
1
11
159
1
12
145
* Available Storage Capacity is calculated as of the end of each month.
361787 Database Version 4.1 Date Printed: 04-19-2016 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).
361787 Database Version 4.1 Date Printed: 4/19/2016 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
po ndi ng 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.
361787 Database Version 4.1 Date Printed: 4/19/2016 Specification Page 2

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.
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
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 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.
361787 Database Version 4.1 Date Printed: 4/19/2016 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.
361787 Database Version 4.1 Date Printed: 4/19/2016 Specification Page 4

egt\
Crop Notes
The following crop note applies to field(s): 1, 3
Small Grain: CP, Mineral Soil, low -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.
The following crop note applies to field(s): 2, 4
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.
361787 Database Version 4.1 Date Printed: 04-19-2016 Crop Note Page 1 of 2

The following crop note applies to field(s): 1, 3
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
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): 2, 4
Bermudagrass: CP, 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.
361787 Database Version 4.1 Date Printed: 04-19-2016 Crop Note Page 2 of 2

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Name:
Company:
Address:
Phone:
IRRIGATION SYSTEM DESIGNER
(-coo\ � �c r e
\ c rne\ 5
tax `7,9 !Rose
.9f0 i ncl • alt 1 j
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
EXHIBIT D-S
Mer
p,e), R0,e 70, ,Gie. ?I,? C,
`Ito Aci II Eft; Yr6.1
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-NRCS 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 surfacc waters per NC Statutes.
NRCS, NC
JUNE, 1996
D-1
NC
996

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: n-a -e 4- Se nkt r\
Address: l? ,kc RA .
Ch,r kA ►h}NG
Telephone: `? ! d 3 :d,y - apC01
TABLE 1 - Field Specifications
County: 0,4 r i i r-,
Date: Jrr$'`Ji
EXHIBIT D-1
•
Field 1
Number .
Approximate
Maximum
Useable Stu
of Fleld2
(acres)
Soli Type
Slope
(%)
Crop(s)
.
'
•
Maximum
Appllcotlon
Rat?
(ln/hr)
Maximum
Application. -
per Irrigation
Cycic3•
(Inches)
Continents
'
g, C)3
/YoA-FaA
3-5
&ram, at_Gr-a,CCl
:5
1
se.fs
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A
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3 -5
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•
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$d-
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3
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Ee,rrr,�0\0.�Gro.2
,S
PVC
--I9
a.c,3
/�oA
-66
BQr.,,.t.lda(Gro,zccD.
,5
y
KSci-
)
i
'See attached map.
2Total field acreage minus required buffer areas.
3Refcr 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.
MRCS, NC
JUNE, 1996

EXHIBIT D-6
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.
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NRCS, NC
NNE, 1996

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�) e L_ i s: the forces_ encountered;;at. end plugs. to calculate
ncountered-at bends, tees and;«yes, multiply the figure in
force4,•1 V. the `factors given'`_in Table= 2
Table
•
Tabte-1. Thrus,
Pipe Diameter
inches
at End Plugs
Thrust in 'lbs. for test pressure in psi
100 PSI
12
2
21
z
3
4
6
8
10
12
14
16
295
455
660
985
1820
3740
6490-
10,650
15,150
20,600
26,600
150 PSI (
440
680
990
1480
2720
5600
9740
16,000
22,700
30,800
39,800
200 PSI
590
910
1320
1970
3630
7460
13,0d0
21,300
30,200
41,100
53,100
250 PSI
740
1140
1650
2460
4 54 0
9350
16,200•
26,600
37,800
51,400 •
66,400,
-6-

•
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•
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SPECIFICATIONS DATA
Diamond IPS pressure-iated PVC pipe (2'
through 12") is made of compounds conforming
to material requirements of ASTM 02241 in
accordance with ASTM 01784. The pipe sizes
(4" throuoh 12") are made with an integral
bell which utilizes a gasket for. sealing in
accordance with the requirements of ASTM
F477 Integral sockets for solvent cementing
meet the requirements set forth in ASTM
02672 •
DiamondIPS pressure -rated PVC pipe meets all
the dimensional. chemical. and physical
requirementS as outlined in ASTM 02241
Each male end shall be beveled to lacilitate
joining and reference marked for
proper depth of insertion Diamond furnisrieo
lubricant is to be used in the joining process
Diamond IPS pressure-lated pipe is suppileo I r
204001 lengths
,s4-.177#4?*(52$7;:iriP
•rte.
r 4.4
„WC:is:MVP:
•
Zatf
te•if•Yfo,
v.V•fr
PROPERTIES OF PVC 12454-B (1120)
Property
Specific Gravity •
Tensile Strength. psi
Tensile MOC'JIUS. PS:
IZOD Impact Strength.
it Ib Li
ASTM Minimum
Test
n 792 I 40
D 636 7.000
D 636 4 00 000
D 256 65
ASTM TEST
3 Oco Sulfuric Acid. D 543
•4 Days Flotation at
= or - 2° C
Change in Weicnt 0 1
Change in.Fiex 25 0 to
AS1 M Oil r:2 3. 30 D.1..
•!111%qsiiiii
• •,(i
.titvc, I
4,1 1.11...

TYPE
BERKELEY PUMPS
B"
RATING CURVES
MOTOR DRIVE
CURVE 4075
DATE . 1-2-136
PAGE 1.02
SUPERSEDES
All previously issued
4075 Curves
Case: Material C.I.
Impeller: Material C.I.
Part few L01018
Pitt. ow, S07367
ki•crusw.L01018
u.ctKc.S07367 ow.61 Full
Nominal R.P.M. 3600
Based on Fresh Water 0 80r F.
Maximum Working Pressure: 150 PSI
00
75
50
25
DO•••••••
75
50
, n
1
'
1 ,
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1-.1.
: 4 .
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e
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..........
......... . .
I
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.. .......
----
.
it..
T Net
•
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• •
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.
58%
EFFICIENC
•
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•
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.
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—
C-5035 T-3207
.Q 90 100 110
CAPACITY IN U.S. GALLONS PER MINUTE
swv‘ww C-5035 (wwd 3-1-72
120
OM. 7-30-85
MODEL B i1/2TPL
30
TOTAL DYNAMIC HEAD IN FEET
• •
53"Dial (5 HP)
6096' • i
65% • 70% : • • •. ;
• . •
225 .
....... , --I
•
--IMP
..........1 1 ......
LLER•1MACH.-140,- •-•--
.1
2 ,_
7/H.u": I . :1i• "All- ... ig
u.
S -4407437--1 '
10
.M07638 : S34238 . ..
10 M07298 .S32401 -
•
175 -------•-•—
16 Diai 71 MP)
C...: Material C.I.
Pet Me. L01018 o*.ch. Ka. L01018 •
letwelter: Meted& C.L rat He. M07298 (7/8U)aseh. No. See below ow. 6-9/16"
S3240I( i& LI)
. ..... ... 1. ..... ..... ....... -
Nomlnal R.P.M. 3600
Based on Fresh Water 0 80* F.
Maximum Working Pressure: 150 PSI
....... 7.7..1:117.1;
14411641* 1
. 65%
17774TIct:ChP-
:75%*
! .1‘ ti Ili 60411
if
. ,
1 ar t
444\ ITI4101 .
...1 I. 7.1; i -
1
i tql...." I.:
: .. : . . :
1 . .
•
a
C-8888 T-3957. -1, -2 •
i • I i • Q I
I • : 1....4,1 • - . :. 1 `..i.
. o
; .
50'----4--------:---4--- 1..._ I •
..N. • 1 • I. . "777 . i
. s
25 .• . ' . • ---i-----,--- -4—i...-1.1-_—;.---1.__. ... .... ..........1.....--.1... .. . i
. . .
co• .........
50 100 150 200 250
CAPACITY IN U.S. GALLONS PEN MINUTE
C-8888 12-7-83
•1 •
7-30-85 • MODEL B 1 1/21- P M
2

515
555 450'
590 470'_,
625 485'
660, . c 500''.2".'a
3::3 365'
•i=:.:355':- �3$0.0�?:
363 395'
405••- :410z
425-- 420'
Ring
1.34'
GPM DIA.
4.0
330 350'
' 380 380'
0405Tr.r:190'
425 400'
<zli�
Nozzle
1b'
GPM 0:=.
385 380'
1•.;.a: 415 `-'^ 395'.',
445 410'
500 440'
450
545 460'
Ring
1.41'
GPM CIA..
385 365'
• k•-'•VX1
445 395'
500 415'
„may .',S2s*1 'z,4 . 77
545 435'
Nozzle
1.75"
GPM DIA.
.-;.3585 4.15 • 695. 470'
630 40: 7SS 495'
y'',675 • '465' 805 515'
715 5:::' 855 535'
y' '•155;.;;:520' 900.:. 550'
790 53:' 945 565'
''a825 = ;
860 55.' 1025 590'
1 i4' Ring
(1.74- actual)
GPM OIA.
1 51" Ring
0 E3' actual)
CPU DIA.
'.i ..Y 470 .: 405_ESazi:. % Z: 535 .. A20' :%:
515 425' 45 440'
a0 SSS.;i-9•, 445:1 630-M:2:455DM
590 455' E75 470'
660 480' 755 500'
2:::2:1-$. 100962?12570
725 500' E25 520'
55 8sos25r,
r:•y .„r., 1;.,:1'?riRf•',.�1• -C•-‘4+yr }y+ � '- , .ems X -; ,*,� ' -♦. i <S :t,'a t�1.
��;S.w ''r;s"1:r '''Zr-`F, t�� k !�C^T;'K frvrj_r� •�i•{y t ;'-��, i �'Sn a rtA'•�y
'mot) �3S_f�'•. - .ac Y _.. �:r ^- a: .I :,��3:�r.: t1 �':;r•'^.�?G":t:;: �'':'�.t �T'�`�ir�S ,: •v i• ~� •r.1�:i r`..':; 1''.
BIG GUN®. PERFORMANCE TABLES
00f BIG,!'
S1U.S. UNITS
SERIES
APEfVBORE
Nozzle Nozzle Nozzle Nozzlo Nozzlo
'5' -55" .6' .65" •7"
P.S.I. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA.
.�.401; AL4VINO 9JSkk;ALUM...z202:.� 66 A:-•1.213r; :e:.Ze :-122�'r+. �'�.91i ..230"
50 50 205' .•-64 215' '74 225' .87 235' 100 245'
66931 fr,55t5 ` ' B' FEU E 40 ..t 7 . .. .Mil _V
70 60 225' 75 238' 88 250' 103 263' 120 275'
�R 715' 9. i24,8�. 4 2607 f : 1 .. 8.r.:.r.Y fS
90 68 245' 83 258' 100 270' 117 283' 135 295'
�40�. ED2 5-53i 280'•e y123 : -'4 ' • 3 ,' :f 43 •. ,i t fbip.
110 76 265' 92 278' 111 290' 129 303' 150 315'
kailatilitin the 100`87SR100
Ring
.712-
GPM DIA.
S. UNITS.
Ring
.768'
GPM DIA.
I(u::s 74S220 r.":.11 8.8 .:1 :S-;7,
60 ' 81 '235' 96 240'
7vt.::_:w se .;;2-455't».7 104. 255,,7-
80 94 255' 111 265' 127 275 145 285
.-.. 90 i 7,�,_.99r.. a265's�'aa-::7.781373•7157 75''.. `_` 347•.t":M285• .r_ :'a;1;:15d".-.nL1 i 205 Z •'
.' "-100 105�_ _ 270' 124 280' 142 295' � 162 305'
' 110r "r110 ..275: :i 'Y.•F 190.. nz'290:. ";=t149?:1•75.3OS' `•. _170 L::=7.7.315 9i"..
'The diameter o1 throw.is approx mately 3% less (or.the 21••traject04y angte1i6%less lot 18°,'Fr, ^.: i .= "
f.^ 5'i • yF�Yi•_. `.R.t2;'Sr r '.�`t"�.#:a-tr ti•° tr a+'7` k yY
i `y,R k°iY Y. iTa Sr " •_tom 45,1
15 ...•• : (ES::BIG GUNS 24 TRAJECTORY;
'..1501T_TAPER BORE NOZZLES :"U.S.'UNITS _. 4.-
Nozzlo Nozzlo
.75' .8"
GPM DIA. GPM DIA.
111.0gi .'"240'.,; 1*.1 J82 4 250:'f.
Nozzle Nozzle
85' 9'
GPM DIA. GPM OIA.
4.152.262.
`mow:
115 256' 130 265' 150 273' 165 260'
155 295' 177 302' 197 310'
"s. . '.%
136 283'
:SL'liS�..L'4li 5'.......0
155 306' 175
,5r3 1�aaE "3.1.8 1.05
171 324' 195
Ring
.857'
GPM DIA.
Nozzle
.7'
GPM DIA.
50:. • :_100
G0 110 265'
=NT:<7' 1201-:2.0'"!
80 128 290'
W0 `!35
-100 143 310'
- T• .l=ED.-, =r 4
ING/NOZZLES
Ring
.86'
GPM DIA.
100
r,1103
120
Nozzle
.8'
GPM DIA.
Ring
1812"
GPM DIA.
2301+ N•r 7a5' �* ,1�:f}11i;:e .R�'..4i_ri_0� .t�150
110 245' 125 260' 141 270' 164 275'
7".1 ta8 260',-....- 7+4•i015Z,7jrsr, •. :=52�2 29 .._71# -• t8-5
TSI
Nozzle
.9'
GPM DIA.
143 285'
165 . 310'
- 1es...
: 65 ,--7.290'
182 305'
' ••11i197'<<"`s' 320M2
210 335'
2.35 •
235 355'
Ring
97'
GPM DIA
143 280'
258 375'
Ring
1.08'
GPM DIA.
85'
182 300'
t r:5:197;310 s°
165 300' 210 320'
a'.}s'.i2233.r"'e.1'Q330'+.
185 320' 235 340'
204 335' 258 360'
Nozzle
1.0'
GPM DIA
225 325'
57*7215 34D'
260 355'
290 375'
ems
320 395'
Ring
1.18'
GPM DIA.
::=takkalla
225 315'
SEIM
260 340'
290 360'
2,1e3o52: 37D?.T"."
320 380'
'';The diameter of throw is approximately:3% less for the 21'.trajeclory anglB_.•
•200 SERIES BIG GUNS_--•.27° TRAJECTORY**
:.. 200 T TAPER BORE NOZZLES = U.S:-UNITS
PS
Nozzle
1.05-
GPM DIA.
Nozzle
GPM DIA.
Noz:
1.2'
GPM DIA
Nozzle
13-
GPM DIA
:..E-0,. :. 250 .:. 3451... -,,.285S44i:355',6:1. ...330 575'
70 270 360' 310 380' ' 355 395'
;;_' 80 .:290_:...37st.:::::330.M395''M. -::',.380 470' .
90 310 390' ,: 350 410' 405 425'
S.:.
100: 325�ti�400.�.5, '370M4'zU"<�-.' M 425.';.. 440• :..
110 340 410' 390 430' 445 450'
5320„.; I355 20_a"y_ :'F .1.'405 440; 5'. err 465 t:' 460•
130 370 425' 425 445' 485 465'
cs4
00,E RING0,197..1'F5'Asp NIT55
1%'Ring 1;S'R'
(1.29' actual) (1.46' actual)
GPM DIA. GPM DIA.
tala3oZatifoz5122a glME30131eriakm5=
250 340' 330 370'
0n>0552131
,:• 80 290 370' 380 a00'
325 390' 425 425'
Nozzle
1 4'
GPM DIA.
3115 390' _ 44S . • 410'
415 410' 480 430'
445 .430''. . 515-''450' .
475 445' 545 465'
500...
525 470' 605 495' 695 515'
545:�_46U: '^ 630 ;-:..
565 485' 655 515' 755 540'
.a'4x
�11i��. chi :
315' 201 326' 223
lai8M336 I'
335' 222 344' 247
Ring
.895'
GPM DIA.
Nozzle
1.1'
GPM DIA.
275 345'
_u�295��3fZ0'�'
315 375'
SECE335
355 400'
7o 0
385 420'
Ring
927'
GPM DIA.
Nozzle
1.2'
C°M DIA.
Nozzle
1.0'
GPM DIA.
204 300'
>rn
243
Ring
965'
GPM DIA.
41167`1.260'
183 280'
211 315'
Nozzle
13-
GPM DIA.
Ring
1.26'
GPM DIA.
275
..:295
315
355 380'
385 400'
".y
360'
Nozzle
1.5"
GPM DIA.
1 4' Ring 1 ail' Ring
(156' actual) (1.66' actual)
GPM CIA. GPM DIA.
:y:a350.= 0 '370'3".:: ireit410yi r+►t13 0'= ;,"".
385 390' 445 410'
4f5;1::t•1-Z4os . E4eo2 ►-45-12 "'
445 420' S15 440'
fingis37:41e4SOMMEZEWs
500 445' 575 465'
525Iiy,'.A55043"^
545 465' 630 485'
:aJ..355 410' 465 445'
7.
Nozzle
1.9-
GPM DIA.
. 825 495' - <''-r
890 815' •'• �'
3 :95. 535' ,' '-
a05 555'
_ 1060 575'
1110 590'
.J4271.1.60
•605'-
1210 620'
2' Ring
(193' actual)
GPM DIA.
695 455' --
iM755K'".i;-114Z5.
805 490'
J .5155Mr5067^La
900 520'
985 545'
u'0Sz55'0.

ST23-1997 9:11AM FROM W R ENV. ENG.
919 dee 6082
vI U /C-c_
l Lv
P. 2
WITHERS & RAVENEL, Engineering & Surveyin, Inc.
111 MaclCenan Drive, Cary N: C. 27511.919/469-3340•FAX: 91 '/467--6008
Grower: JANET JENKINS
Address: 218 Charles Wood Rd.
Chinquapin, NC 28521
County: DUPLIN
ANAEROBIC
FARM INFORMATION
Nursery:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Is This Design for an Existing Farm?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev:
Freeboard:
Emergency Spillway Flow Depth: Not Applicable
Top of Storm / Spillway Buffer: Not Applicable
Side Slopes:
Inside Top Length:
inside Top Width:
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
WASTE LAGOON
Farris Population:
LAGOON VOLUME
Storm Stor =
Temporary =
Permanent =.
Total Volume =
REQUIRED VOL.
39000 (Cu.Ft.)
49483 (Cu.Ft.)
97500 (Cu.Ft.)
185,983 (Cu.Ft.)
4
Hamilton E. Masers, P.E
Sanwa! F. Reverse!, P.E.
James E. Canfield, P.E.
Lof ee G. Smith, P.E.
Jimmy E. Situ, RLS
Michael E Dickerson, RLS
esigned By: ACP
hecked By: WEL
Date: 05/23/97
Sheet 1 of 7
DES GN
(YIN)
(Y/N)
(Y/N)"
DESIGN VOLUM
44,008 (Cu.
56,774 (Cu.
99,653 (Cu.
200,435 (Cu.
N
N
N
2600 Hd..
0
0
0
0
0
180 Days
7.5 In.
7.5 In.
7.0 In.
0
0
97.50 Ft.
1.0 Ft.
0.3 Ft.
0.5 Ft.
3 :1 (H:V)
195.0 Ft.
160.0 Ft.
104.30 Ft.
93.30 Ft.
101.70 Ft.
99.30 Ft.
S % REQ'D.
t.)
t.)
t.)
t.)
112.84%
114.73%
102.21%
107.77%
Min. Required Liner Thickness
1.6 Ft.

5-23-1997 9:12AM FROM W R ENV. ENG.
919 460 6082
P. d
ower: JANET JENKINS
.dress: 218 Charles Wood Rd.'
Chinquapin; NC 28521
County:. DUPLIN
MINIMUM REQUIRED
Permanent Storage:
Recjulred Treatment Volume:
Animal Type
Nursery
Finishing
Farrow to weanling
Farrow to feeder
Farrow to finish
Boars
Design
Chec
VOLUME CALCULATIONS
1.0
1.0
0:6
0.6
1.04
0:5
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
Animal Type
Nursery .
Finishing
Farrow to weanling
Farrow to feeder
Farrow to finish
Boars
Capacity
2,600
• 0
0
0
0
0
Total Required Sludge Storage Volume (cu. ft.)=
30
135
433
522
1,417
40.0
Temporary Storage Volume:
Manure Production:
Animal Type
Nursery
Finishing
Farrow to weanling
Farrow to feeder.
Farrow to finish
Boars . .
Capacity * Sto. Period (gals/Hd.
2,600 - 189 0.3
0 . .180
0 180
0 180
0 180
0 180
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
Animal Type
Nursery .
Finishing
Farrow to weanling.
Farrow to feeder
Farrow to finish
Boars
1.4
4.3
4.5
13.5
4.0
Capacity * Sto. Period * . (gals/Hd.
' 2,600 180 0.2
0 180 • •0.9
0 180 2.9
0 180 3.5
0 180 9.5
0 180 2.7
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess .(cu.ft.)=
d By:. ACP
d By: JNT
Date: 05/23/97
Sheet 3 of 7
ALW * (cu_ft./lbb = Total
78,000
0
0
0
0
0
78,000
Capacity * . ALW .} (cu:ft./lb = Total
2,600 30 0.2 19,500
0 135 0.2 0
0 433 0.1 0
0 : • 522 :0.1 0
0 1,417. . 0.2 0
0 400 0.12 . . 0
19,500
day) = Total
1.40,400
0
0
0
0
0
140,400
18,770
day) = Total
. 93,600
0
0
0
0.
: 0
93,600
12,513

523-1997 9:13AM
FROM W R ENV. ENG.
919 1160 6082
P. S
Grower:
Address:
County:
JANET JENKIN
218 Charles Wood Rd.
Chinquapin, NC 28521
DUPLIN
D = signed By: ACP
C ecked .By: WEL
Date: 05/23/97
Sheet 4 of 7
Temporary Storage Volume:' (Cont.)
Rainfall in Excess .of. Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Are.
Vol.= (31200 sq.ft. + 0.sq.ft.) 7 in.. /12.in./ft.
Total Required Volume for Rainfall in Excess of• Ev
Storm Storage: •
. Vol.=(Lagoon Surf. Area + Addt'I Drainage Area)* 25Y
Vol.= (31200 sq.ft + ' 0 sq.ft.) * 7.5 in. /12 in./
Total.Required Volume for 25Yr.-24Hr. Storm Eve
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) ."He
Vol.= ' (31200 sq.ft + .0 sq:ft.) .* . 7.5. in. /12 in./
Total Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic .Rainfall)
Additional Water Storage:
No Additional Water. Storage is Required
Total Required Storm_ . Storage
(25 Yr. / 24 Hr. Storm + "Heavy. Rain")
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) =
Total Required. Permanent Storage
(Treatment + Sludge) =
. TOTAL REQUIRED. VOLUME = 185
Rainfall / 12in./ft
p. (cu. ft. )= 18,200
./24Hr. Storm(in) / 12in./ft.
t (cu. ft)=
19,500
vy Rain" Factor (in) / 12in./ft.
19,500
39,000 (CU.FT)
49,483 (CU.FT) •
97,500 (CU.FT)
83 (CU.FT.)

5-23-1997 9:13AM FROM W R ENV. ENG.
919 d60 6082
P. 6
Grower: JANET JENKINS •
r\ Address: 218 Charles Wood Rd.
Chinquapin, NC ,28521
County: DUPLIN
LAGOON DESIGN SUMMARY
Top of Dike Elevation •
Emergency Spillway Crest Elevation
Top of 25 yr/24 hr Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top. Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone.Depths:
.10.11111110111111
D: signed By: ACP
C ecked By: WEL
Date: 05/23/97
Sheet 5of7
• TOTAL DESIGN VOLUME = 20043 . (CU:FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total .Lagoon Depth
104.30 FT.
Not Applicable
103.30 FT.
102.43 FT.
101.70 FT.
99.30 FT.
94.77 FT.
97.50 FT.
93.30 FT.
195.00 FT.
160.00 FT.
3:1 H:V
31,200 SF
1.6 FT.
1.00 FT.
180 .Days
6.0 FT.
2.4 FT.
2.6 FT.
11.0 FT.

Grower. = NETJENKINS
Address: _ S Charles. Wood Rd. Designed By: ACP
Chinquapin, NC 28521 Checked By: UVEL
County: DUPLIN Date: 05/23/97
Sheet 6 of 7
.ZONE ELEVATIONS
/ ` TOP OF DIKE ELEV=.104.301
.
TOP OF STORM =
. / 1
ELEV 103.30
1 • TOP OF HEAVY RAIN ELEV = 102.43
1
STRT PMP EL= 101.70. 1 TOP OF TEMP STORAGE ELEV = 101.70 -
1
EN.DPMPEL.=99:30 TOP OFTREA T ELEV: - 99.30 / -SHWT = 97.50
- TOP OF SLUDGE ELEV = 94.77 /
FINISHED BOTTOM. ELEV = 93.30
WVEl=6 L661-EZ=S,
'AN3 d M Wald
z
c0
co
0)
m
m
m
co

'5723-1997 9:14AM
•
FROM W R ENV. ENG.
919 4.60 6082
P. 8
•
Grower: . JANET JENKI S D signed • By: ACP
Address: 218 Charles Wood Rd. ' hecked By: WEL
Chinquapin, NC 28521 County: DUPLIN Date: 05/23/97
i
Sheet 7 of 7
This livestock waste treatment lagoon is designedin accordance w th the North Carolina
Natural Resources Conservation .Service PRACTICE STANDARD ; 59- WASTE TREATMENT
LAGOON, revised in September; 1996.
Emergency Spillway:
An Emergency Spillway is not required.
DESIGNED: A. Cameron Patterson, P.E.
DATE: May .23, 1997
COMMENTS

1
GROWER:
ADDRESS:
COUNTY:
JANET JENKINS
218 CHARLES WOOD RD
CHINQUAPIN, NC 28521
DUPLIN
DESIGNED BY: ACP
CHECKED BY: WEL
DATE: 05/27/97
SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 2.1 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
126 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
63 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
126 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.8 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
21 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
84 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
2100 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.2 TONS OF DOLOMITIC UME (2 TONS/ACRE)
210 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY UME AND FERTIUZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABUSH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL
BAHIA GRASS IS ESTBLISHED.
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: JANET JENKINS
ADDRESS: 218 CHARLES WOOD RD
CHINQUAPIN, NC 28521
COUNTY: DUPLIN
DESIGNED BY: ACP
CHECKED BY: WEL
DATE: 05/27/97
SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfill shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement
Dikes over 15 feet in height with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.6 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458 [phone]

''`..
re 41 GROWER: JANET JENKINS
ADDRESS: 218 CHARLES WOOD RD
CHINQUAPIN, NC 28521
' COUNTY: DUPLIN
DESIGNED BY: ACP
CHECKED BY: WEL
DATE: 05/27/97
SHEET2OF3
When areas of unsuitable material are encountered, they will be overexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be backfilled as specified to grade with a material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS. ,
Soil liner material shall come from an approved borrow area. The minimum moisture
content of the liner material shall be optimum moisture content which relates to that
moisture content when the soil is kneaded in the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to insure proper moisture
content during placement of the liner. The moisture content of the liner material shall not
be less than optimum moisture content during placement. The maximum moisture
content relates to the soil material being too wet for efficient use of hauling equipment and
proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and
compacted to at least 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) of the liner material. When smooth or hard, the previous lift shall be scarified
and moistened as needed before placement of the next lift
The single most important factor affecting the overall compacted permeability of a clay
liner, other than the type of clay used for the liner, is the efficient construction processing
of the compacted liner. The sequence of equipment in an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment.
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10-5 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6 cm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in —situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased.
To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.
Murphy Family Fames Engineering
P.O. Box 759. Rose Hill NC 28458
[phone]

GROWER: JANET JENKINS
ADDRESS: 218 CHARLES WOOD RD
CHINQUAPIN, NC 28521
COUNTY: DUPLIN
DESIGNED BY: ACP
CHECKED BY: WEL
DATE: 05/27/97
SHEET 3 OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant. When these are
specified, additional construction specifications are included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation should
be established as soon as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain the lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458 [phone]

MURPHY FAMILY FARMS
WASTE MANAGEMENT FACILITY SITE EVALUATION
Name -J ANET Je,VA ,'S
Telephone
Location Data
Size Operation 2 L o v
Ero f.EEn6IZ-
Distance from nearest residence not owned by producer: / Soo
Is site within 100 year flood plain?
Is site at least 100 feet from a "Blue Line" perennial stream?
If no, site must be relocated.
Yes No
Is site within 1 mile zoning jurisdiction of a municipality? ,r
If yes, site must be relocated.
Are there utilities in the construction area?
Wetlands
Will site involve clearing woodlands or any non -cropland?
If wetlands are involved, it is the responsibility of the producer
to obtain all necessary permits before any clearing is done.
Other Environmental Factors
Is endangered and/or threatened species habitat present?
Is a designated natural scenic area included in the planning
area or will planned actions impact on an adjacent natural
scenic area?
Is an archaeological or historical site located in the planned area?
Are cultural resources present?

•
riffe'
Waste Management Yes No
Does producer own enough land to properly land apply waste? ✓
If no, does producer have access to more land?
If land is not owned by producer, can producer get agreement
for land on which to apply waste?
Soil Investigation
Is soil suitable for lagoon? .
Ls a clay liner required?
If yes, is clay available on site?
Is a core trench required?
Questionable .-
Test holes will be dug initially in the general area of proposed lagoon. If, during design, the
position of the lagoon is changed to an area where no test holes were previously dug, additional
test holes WILL be required.
Comments
This site investigation is valid as long as the design and construction of lagoon continues
in a reasonable time period. Undue delays or hesitancy in construction may require that site
be re-evaluated.
Evaluator , i, „: Date ;AO
(MFF Engineering)
Signature Date
(Producer)

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BORING / SAMPLING METHOD:-7/rAczood SIGNATURE:

i
GROWER: JANET JENKINS
ADDRESS: 218 CHARLES WOOD RD
CHINQUAPIN, NC 28521
COUNTY: DUPUN
DESIGNED BY: ACP
CHECKED BY: WEL
DATE: 05/27/97
SHEET 1 OF 2
Emergency Action Plan
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water 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 available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow —possible solutions are:
add soil to berm to temporarily increase elevation of dam —any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) --hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field —actions include:
. immediately stop waste application
. create a temporary diversion or berm to contain the waste on the field
. incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
flush system, houses, solids separators —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— make sure no siphon effect has been created
— separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks —possible action*:
dig a small well or ditch to catch all seepage put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
. other holes may be likewise temporarily plugged with clay soil
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: JANET JENKINS DESIGNED BY: ACP
ADDRESS: 218 CHARLES WOOD RD CHECKED BY: WEL
CHINQUAPIN, NC 28521 DATE: 05/27/97
COUNTY: DUPUN SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
A. During normal business hours, call your DWQ regional office, at 910-395-3900
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been undertaken, and the seriousness of the situation.
B. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-296-2160.
C. Instruct EMS to contact local Health Department.
D. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance. The
Extension Service can be reached 910-296-2143 for advice/technical assistance.
E. Contact Murphy Family Farms Land and Nutrient Management Department at 910-
289-2111 for advice/technical assistance.
4. Implement procedures as advised by DWQ 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.
DUPUN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVILLE, NC 28349
910-296-2143
DUPUN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277, KENANSVILLE, NC 28349
910— 296— 2121
DUPUN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANSVILLE, NC 28349
910-296-2160
DIVISION OF WATER QUAUTY
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405 — 3845
910— 395— 3900
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458 [phone]

r
'GROWER: JANET JENKINS DESIGNED BY: ACP
ADDRESS: 218 CHARLES WOOD RD CHECKED BY: WEL
CHINQUAPIN, NC 28521 DATE: 05/27/97
COUNTY: DUPLIN SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) 'storage for the 25 year / 24 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal p g
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one—half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start—up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
9
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: JANET JENKINS
ADDRESS: 218 CHARLES WOOD RD
CHINQUAPIN, NC 28521
COUNTY: DUPLIN
DESIGNED BY: ACP
CHECKED BY: WEL
DATE: 05/27/97
SHEET 2 OF 2
3. Begin temporary storage pump —out of the lagoon when the fluid level reaches the
elevation 101.70 as marked by the staff gauge. Stop pump —out when the fluid level
reaches elevation 99.30. This temporary storage, less 25 year / 24 hour storm,
contains 56774 cubic feet or 424670 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a mariner such that waste will not reach other property and public
rights —of —way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over —spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.
Murphy Family Farms Engineering
P.O. Box 759, Rose Hili NC 28458 [phone]

Swine Farm Waste Management Odor Control Checklist
Source
Farmstead
Cause
• Swine production
BMPs to Minimize Odor
63/Vegetative or wooded buffers;
O Recommended best management practices;
&3' Good Judgment and common sense
Animal body surfaces • Dirty manure -covered animals f9' Dry floors
Floor surfaces
Site Specific Practices
• Wet manure -covered floors
Manure collection pits • UrIne;
• Partial microbial decomposition
f ' Slotted floors;
El/Waterers Waterers located over slotted floors;
O Feeders at high end of solid floors;
O Scrape manure buildup from floors;'
O Underfloor ventilation for drying
8 Frequent manure removal by flush, pit recharge,
or scrape;
0 Underfloor ventilation
Ventilation exhaust fans • Volatile gases; .8' Fan maintenance;
Dust 9' Efficient air movement
Indoor surfaces • Dust t' Washdown between groups of animals;
O Feed additives;
Flush tanks
O Feeder covers;
t"Feed delivery downspout extenders to feeder
covers
Flush alleys
Pit recharge points
Lift stations
• Agitation of recycled lagoon
liquid while tanks are filling
O Flush tank covers;
O Extend fill lines to near bottom of tanks with
anti -siphon vents
• Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
• Agitation of recycled lagoon C 'Extend recharge lines to near bottom of pits
liquid while pits are filling with anti -siphon vents
• Agitation during sump tank 0 Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater 0 Box covers
or junction boxes conveyance
AMOC - November 11, 1996, Page 3
L

Source Cause BMPs to Minimize Odor
End of drainpipes at • Agitation during wastewater E/Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Site Specific Practices
Lagoon surfaces
• Volatile gas emissions; 0' Proper lagoon liquid capacity;
• Biological mixing; L9"Coriect lagoon startup procedures;
• Agitation 0 Minimum surface area -to -volume ratio;
. 0/Minimum agitation when.pumping;
O Mechanical aeration;
O Proven biological additives
Irrigation sprinkler
nozzles
• High pressure agitation;
• Wind drift
fiKlrrigate on dry days with IIttle or no wind;
O Minimum recommended operating pressure;
2/Pump intake near lagoon liquid surface;
O Pump from second -stage lagoon
Storage tank or basin
surface
Partial microbial decomposition; 0 Bottom or midlevel loading;
• Mixing while filling; 0 Tank covers;
• Agitation when emptying 0 Basin surface mats of solids;
0 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 ofslurry/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 ofslurry/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 iY Proper disposition of carcasses
Dead animal disposal
'pits
• Carcass decomposition 0 Complete covering of carcasses in burial pits;
O Proper location/construction of disposal pits
Incinerators
• Incomplete combustion 0 Secondary stack burners
AMOC - November 11, 1996, Page 4

Mortality Management Methods
(check which method(s) are being implemented)
0 Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water. .
Rendering_at a rendering plant licensed under G.S. 106-168.7
SogeS K.Acmzu.A - srrE rcia. >PC Au t AL. ez)u -nc.<i Sy "i' , K
0 Complete incineration
0 In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
0 Any method whichin 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 of the State Veterinarian must be
attached)
December 18, 1996

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects ,Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids
Flush system is designed and operated
sufficiently to remove accumulated solids from
_gutters as designed.
t ' Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids
CV 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
AV -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 1 e Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
GI/ Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter).
Feed Storage
• Accumulations of feed residues tie 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).
0 Inspect for and remove or break up accumulated
solids In filter strips around feed storage as
needed.
AMIC • November 11, 1996, Page I
L

Source
Animal Holding Areas
•
Cause BMPs to Control Insects.
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.
0 Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (Le., Inspect for and
remove or break up accumulated solids as
needed).
;n • Accumulations of animal wastes 0 Remove spillage on a routine basis (e..,I7t• 10
Dry Manure Nandi . g day interval during summer; 15 30 day
Systems •
val
during winter) where manure is loaded for land
application or disposal.
.0 Provide for adequate drainage around manure
stockpiles.
0 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
• Department of Entomology, Box 7613, North Carolina State University,
For more information contact the Cooperative Extension Service, Depart
Raleigh, NC, 27695.76C3.
N.
Site Specific Practices
.1.
w
AM1C - November 11, 1996, Page 2

Source
Standing water around
facilities
Cause
• Improper drainage;
• Microbial decomposition of
organic matter
BMPs to Minimize Odor
£ "Oradc and landscape such that water drains
away from facilities
Site Specific Practices
Manure tracked onto
public roads from farm
access
• Poorly maintained access roads Farrn access road maintenance
Additional Information :
•
Swine Manure Management ; 0200 RuleBMP 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 Asstxance Program ; NPPC Manual
Options for Managing Odor ; a report from the Swine Odor Task Force
Nuisance Concems in Animal Manure Management: Odors and Flies ; PRO107, 1995 Conference Proceedings
Available From :
NCSU, County Extension Center
NCSU -BAE
NCSU -BAE
NCSU - BAE
NCSU - BA
NCSU - BAE
NCSU - Swine Extension
NC Pork Producers Assoc
NCSU Agri Communications
Florida Cooperative Extension
AMOC - November 11, 1996, Page 5