310764_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: 31-0764 Certificate Of Coverage Number:
2. Facility Name: Backwoods Nursery #1 & #2
3. Landowner's Name (same as on the Waste Management Plan): Double D Farm LLC
4. Landowner's Mailing Address: PO Box 430
City: Beulaville State: NC
Telephone Number: 910-298-5521 Ext. E-mail: pauladail@a,embargmail.com
5. Facility's Physical Address:
City: eh int.a41`r1
6. County where Facility is located: Duplin
7.
8.
Farm Manager's Name (if different from Landowner):
Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"
10. Operator Name (OIC): Norwood K. Dail
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Operation Types:
Swine
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
AWS310764
Zip: 28518
CC/ Cy pees c G'ee
State: C. Zip:
Keith Dail
910-298-5521 Ext.
): - wn SN,./A74:e/et i f))o 441 e--71t� N--
Swine - Wean to Feeder
Cattle
Dairy Calf
Dairy Heifer
Milk Cow
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
Phone No.: 910-271-0366 OIC #: 17187
Allowable Count
5,200
Dry Poultry Other Tv es
Non Laying Chickens
Laying Chickens
Pullets
Turkeys
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers
Horses - Horses
Horses - Other
Sheep - Sheep
Sheep - Other

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)
BWI
/;z/9r
c/
/ O 4'3 7
ay,'768
19.50
BW2
7q /'
Ca".
73/,�f�
/� 9 7.6
19.50
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 cope 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
corporatio rgna ho Id e y a princip I executive officer of the corporation):
� lc
Name: ,Vel- Title: (%Lvwv-r/� 114n `
Signature. 14-/4 At Date:
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: 2019Perm itRenewal®ncdenr.gov
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
n n
n n
d
n o
n n
n n
n n
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
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).
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.
4efic:/0 .1)
Signature of Farm Owner/Manager Date
3- /L -1 9
Signature of Tnical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
11-20-2018
This plan has been prepared for:
Backwoods 1 & 2 (31-764)
Double D Farm LLC
P.O. Box 430
Beulaville, NC 28518
910-298-5521
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-56
veloper 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.
AOlogik
Signature (owner) Date
�l c?0 . (f
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:
//-ge -?0/8
Te• nical Specialist Signature Date
412785 Database Version 4.1
Date Printed: 11-20-2018 Cover Page 1

r
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 993,200 gals/year by a 5,200 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
1790
Incorporated
2148
Injected
2148
Irrigated
1790
Max. Avail.
PAN (lbs)*
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
1,790
2964
-1,174
1,644,094
-650,894
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.
412785 Database Version 4.1 Date Printed: 11-20-2018 Source Page 1 of 1

Narrative
11 /20/2018
This plan is to change all pasture to hay.
Preview Database Version 4.1 Date Printed: 11-20-2018 Narrative Page 1 of 1

The table shown below provides a summary ofthe 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 available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
7961
1
1.80
1.74
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
7961
2
1.50
1.45
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
7961
3
1.95
1.89
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
7961
4
2.70
2.61
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
7961
5
1.65
1.60
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
7961
6
2.40
,
2.32
`
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
PLAN TOTALS:
12.00
11.61
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).
412785 Database Version 4.1
NOTE: Symbol * means user entered data.
Date Printed 11/20/2018
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
7961
Field
Source
ID
Soil Series
Total
Acres
7961
S5
S5
Autryville
1.8
Autryville
1.8
7961
7961
2
7961
2
7961
3
7961
7961
S5
S5
Autryville
1.5
Autryville
1.5
3
S5
4
7961
S5
S5
Autryville
1.9
Autryville
1.9
Autryville
2.7
4
5
S5
S5
Autryville
2.7
Autryville
1.6
7961
7961
7961
5
S5
Autryville
1.6
6
6
S5
S5
Autryville
2.4
Autryville
2.4
1 GA■ 1
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid Manua
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
1.74
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
48.27
0.00
1.74
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
259.67
0.00
1 1.45
Small Grain Overseed
1.0 Tons
10/1-3/3l
50
0
0
Irrig.
50
27.74
0.00
40.22
0.00
1 1.45
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
216.39
0.00
1.89
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
lrrig.
50
27.74
0.00
52.43
0.00
i 1.89
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
282.06
0.00
1 2.61
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
72.40
0.00
2.61
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
389.51
0.00
5 1.60
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
44.38
0.00
5 1.60
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
238.78
0.00
D 2.32
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
0
0.00
0.00
0.00
0.00
D 2.32
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
0
0.00
0.00
0.00
0.00
WUT Page 1 of 2
412785 Database Version 4.1
Date Printed: 11/20/2018

Year
Waste Otilization Tabte
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid Manur
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
Total Applied, 1000 gallons
1,644.09
Total Produced, 1000 gallons
993.20
Balance, 1000 gallons
-650.89
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.
412785 Database Version 4.1 Date Printed: 11 /20/20 1 8 WUT Page 2 of 2

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)
7961
1
Autryville
0.60
1.0
7961
2
Autryville
0.60
1.0
7961
3
Autryville
0.60
1.0
7961
4
Autryville
0.60
1.0
7961
5
Autryville
0.60
1.0
7961
6
Autryville
0.60
1.0
412785 Database Version 4.1 Date Printed 11/20/2018
NOTE: Symbol * means user entered data.
IAF Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe 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 ofthe 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
Corn 120 bu
150
14.69
11.86
23.72
35.58
Hay 6 ton R.Y.E.
Soybean 40 bu
300
29.38
5.93
11.86
17.79
160
15.67
11.12
22.24
33.36
412785
rr'\‘
Database Version 4.1
Date Printed: 11-20-2018 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 ofthe 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 ofthe 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.
•
H.vd11dU1G
Source Name
dale oLuiamc'..aua%aLv
Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan
Year
Month
Available Storage Capacity (Days) *
1
1
89
1
2
80
1
3
114
1
4
160
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
163
1
11
152
1
12
135
* Available Storage Capacity is calculated as of the end of each month.
412785 Database Version 4.1 Date Printed: 11-20-2018 Capacity Page 1 of 1
rw.\

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).
412785 Database Version 4.1 Date Printed: 11/20/2018 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.
412785 Database Version 4.1 Date Printed: 11/20/2018 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.
412785 Database Version 4.1 Date Printed: 11/20/2018 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.
412785 Database Version 4.1 Date Printed: 11/20/2018 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1, 2, 3, 4, 5, 6
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): 1, 2, 3, 4, 5, 6
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.
412785 Database Version 4.1 Date Printed: 11-20-2018 Crop Note Page 1 of 1

Landowner / Operator Name
Adress
Telephone
WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Norwood Dale
407 Maready Road
Chinquapin NC 28521
910-285-3830
Backwoods Nursery
1 & 2
County
Date
Facility #
TABLE 6. Irrigated Area Allowances for Stationary Sprinklers System based on 70 percent wetted diameter
Duplin
5/22/01
31-764
Tract
Number
Hydrant
or
field (1)
Number
wetted
diameter
feet
(A)
net wetted
area of an
interior sprinkler
(acres)
(B,C)
number
of
sprinklers
total
wetted
acres
tables
Sal Type
Slope
(%)
Crop(s)
Maximun
Application
Rate 3 ()
(in/hr)
Maxiumn
Application
per Irrigation
cycle (3)
(inches)
7961
f-1
115
0.145
12
1,74
6
AUB
0-5
berrnuda / small grain
0.5
1
7961
f-2
115
0.145
10
1.45
6
AUB
0-5
bermuda / small grain
0.5
1
7961
f-3
115
0.145
13
1.885
6
AUB
0-5
bermuda / small grain
0.5
1
7961
f-4
115
0.145
18
2.61
6
AUB
0-5
bermuda / small grain
0.5
1
7961
f-5
115
0.145
11
1.595
6
AUB
0-5
bermuda / small grain
0.5
1
7961
f-6
115
0.145
16
2.32
6
AUB
0-5
bermuda / small grain
0.5
1
/
1 see attached map.
2 Total field acreage minus required buffer areas.
3 Refer to N.C. Irrigation guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by:
Johnny Lanier
Date

Landowner / Operator Name
Adress
Telephone
WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Norwood Dale
407 Maready Road
Chinquapin NC 28521
910-285-3830
Backwoods Nursery
1 & 2
County
Date
Facility #
TABLE 6. Irrigated Area Allowances for Stationary Sprinklers System based on 70 percent wetted diameter
Duplin
5/22/01
31-764
Tract
Number
Hydrant
Y
or
field (1)
Number
wetted
diameter
feet
(A)
net wetted
� area of an
interior sprinkler
(acres)
(B,C)
number
of
sprinklers
total
wetted
acres
tables
Soil Type
Slope
(%)
Crop(s)
Maximun
Application
Rate 3 ()
(in/hr)
Maxiumn
Application
per Irrigation
cycle (3)
(inches)
1
7961
f-1
115
0.145
12
1.74
6
AUB
0-5
bermuda / small grain
0.5
7961
f-2
115
0.145
10
1.45
6
AUB
0-5
bermuda / small grain
0.5
1
7961
f-3
115
0.145
13
1.885
6
AUB
0-5
bermuda / small grain
0.5
1
7961
f-4
115
0.145
18
2.61
6
AUB
0-5
bermuda / small grain
0.5
1
7961
f-5
115
0.145
11
1.595
6
AUB
0-5
bermuda / small grain
0.5
1
7961
f-6
115
0.145
16
2.32
6
AUB
0-5
bermuda / small grain
0.5
1
1 see attached map.
2 Total field acreage minus required buffer areas.
3 Refer to N.C. Irrigation guide, Field Office Technical Guide, Section I1 G. Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by:
Johnny Lanier
Date

Irrigated Acreage Determination Proceoui es
for Wastewater Application Equipment
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm number (identification)
2. Irrigation system designation
3. Number of stationary sprinklers
4. Wetted diameter
S. Spacing
Field number (identification)
3
//5�
Fy
73
Existing irrigation system
New/expanded irrigation system
# Interior sprinklers # Exterior sprinklers
[feet] from Field Data Worksheet
Sprinkler spacing along lateral [feet]
Sprinkler spacing as a percentage of wetted diameter
6. Sprinkler pattern Multiple laterals Single lateral
Excessively spaced sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and
column based on pattern, spacing, and sprinkler location.
Acres per interior sprinkler from Table L Column iU
. l ys Acres per exterior sprinkler from Table (..0 Column
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the field. Add all of these. The sum is the total irrigated acreage for the field.
• /Y (a) Acres per interior sprinkler X 3 # Sprinklers = , 17/,-5 J acres
`f5 (b) Acres per exterior sprinkler X 7
p# Sprinklers = 1, 3 D `5 acres
/, 7 7 Total wettable acres for field (Sum: 8a + 8b)
Wettable Acre Computational Worksheet completed by: n
Signatureeof technical specialist
L
a....J
Date: 4/ad,0

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm number (identification)
2. Irrigation system designation
Field number (identification) a -
Existing irrigation system
New/expanded irrigation system
3. Number of stationary sprinklers J # Interior sprinklers I # Exterior sprinklers
4. Wetted diameter / / S [feet] from Field Data Worksheet
5. Spacing 0 i Sprinkler spacing along lateral [feet]
. Sprinkler pattern
e
73 ,4 Sprinkler spacing as a percentage of wetted diameter
Multiple laterals Single lateral
X Excessively spaced sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and
column based on pattern, spacing, and sprinkler location.
ly S Acres per interior sprinkler from
J yS Acres per exterior sprinkler from
Table CA Column
Table Column
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the field. Add all of these. The sum is the total irrigated acreage for the field.
/ L (a) Acres per interior sprinkler X / # Sprinklers
yS".Acres
(b) Acres per exterior sprinkler X 1 # Sprinklers = /, 3 O3 Acres
ys Total wettable acres for field (Sum: 8a + 8b)
Wettable Acre Computational Worksheet completed by: J
Signature of ethnical specialist
Date: 00)0/

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm number (identification)
2. Irrigation system designation
3% ` 76 Y Field number (identification)
X
Existing irrigation system
New/expanded irrigation system
3. Number of stationary sprinklers / # Interior sprinklers /. # Exterior sprinklers
4. Wetted diameter /% $ [feet] from Field Data"iorksheet
5. Spacing g7 Sprinkler spacing along lateral [feet]
lT
73 Sprinkler spacing as a percentage of wetted diameter
. Sprinkler pattern
Multiple laterals Single lateral
)( Excessively spaced sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and
column based on pattern, spacing, and sprinkler location.
dii- . Acres per interior sprinkler from
/ Yid Acres per exterior sprinkler from
Table 6 Column 6
Table to, Column t�
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the field. Add all of these. The sum is the total irrigated acreage for the field.
(a) Acres per interior sprinkler X / # Sprinklers = , / N.s .Acres
. / ws (b) Acres sprinkler per exterior X % o�, # Sprinklers =
p 7y Acres
8 ! Total wettable acres for field (Sum: 8a + 8b)
Wettable .Acre Computational ‘Vorksheet completed br:
Signature cJ/technical specialist
Date: Co�-70/d
16

Irrigated Acreage Determination Proceaures
for Wastewater Application Equipment
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm number (identification) � %' 769 Field number (identification)
2. Irrigation system designation
x
Existing irrigation system
New/expanded irrigation system
3. Number of stationary sprinklers # Interior sprinklers ) % # Exterior sprinklers
4. Wetted diameter
5. Spacing
6. Sprinkler pattern
//S [feet] from Field Data Worksheet
Sprinkler spacing along lateral [feet]
Sprinkler spacing as a percentage of wetted diameter
Multiple laterals Single lateral
Excessively spaced sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and
column based on pattern, spacing, and sprinkler location.
fN.S-Acres per interior sprinkler from
/`e• -= Acres per exterior sprinkler from
Table 6 Column 46
Table Column C-
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the field. Add all of these. The sum is the total irrigated acreage for the field.
1
�/ /1/ = (a) Acres per interior sprinkler X .a # Sprinklers = /_' 7 Acres
• (b) Acres per exterior sprinkler X / a # Sprinklers = .Acres
Zvi Total wettable acres for field (Sum: 8a + 8b)
Wettable .Acre Computational Worksheet completed by:
Signature of hnical specialist
Date: (%/ 0
'16

Irrigated Acreage Determination Proceaures
for Wastewater Application Equipment
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm number (identification)
2. Irrigation system designation
3 / ` 74 V Field number (identification)
X Existing irrigation system
New/expanded irrigation system
3. Number of stationary sprinklers 2 # Interior sprinklers -I # Exterior sprinklers
4. Wetted diameter
5. Spacing
Sprinkler pattern
[feet' from Field Data Worksheet
ySprinkler spacing along lateral [feet)
-73 n Sprinkler spacing as a percentage of wetted diameter
Multiple laterals Single lateral
Excessively spaced sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and
column based on pattern, spacing, and sprinkler location.
• 1 -i‘ Acres per interior sprinkler from Table L
Acres per exterior sprinkler from Table
Column Ig
Column G
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the field. Add all of these. The sum is the total irrigated acreage for the field.
tip, (a) Acres per interior sprinkler X 2 # Sprinklers = } .Acres
4 S+ (b) Acres per exterior sprinkler X [ # Sprinklers = /, .3 D 5" Acres
/c 0 Total wettable acres for field (Sum: 8a + 8b)
f ,
Wettable Acre Computational Worksheet completed bv: f.,,U•.
Signature &technical specialist
Date: GAa/d
,16

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm number (identification)
2. Irrigation system designation
31 '' 7c' 7 Field number (identification)
Existing irrigation system
New/expanded irrigation system
3. Number of stationary sprinklers 1 # Interior sprinklers / o . # Exterior sprinklers
4. Wetted diameter ! [feet] from Field Data Worksheet
S. Spacing y Sprinkler spacing along lateral [feet]
rm., 6. Sprinkler pattern
7 3 ) Sprinkler spacing as a percentage of wetted diameter
Multiple laterals Single lateral
Excessively spaced sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and
column based on pattern, spacing, and sprinkler location.
Acres per interior sprinkler from Table �o
r /4..rAcres per exterior sprinkler from Table
Column A
Column
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the field. Add all of these. The sum is the total irrigated acreage for the field.
LL- (a) Acres per interior sprinkler X # Sprinklers
-S g
.Acres
. /44.5 (b) Acres per exterior sprinkler X / d'Z # Sprinklers = 1, 7 y Acres
Total wettable acres for field (Sum: 8a + 8b)
Wettable .Acre Computational Worksheet completed bv: ���� Date: 6,4d O 1
Signature oYtechnical specialist
• 16

cs-K
�x
al( sew
a-x
n. 6ax
v
7 citosem
o-x Tir.ck Plc
sl•x sx.X

HYGRO INC.
441 CABIN STREET
PINK HILL, NC 28572
IRRIGATION EQUIPMENT FIELD CALIBRATION FORM
LOCATION: o tin"gi �c.. 3 7/0
w-
ik
DATE of FIELD 4bAL RATION: , -O R,.
(mm/dd/yy)
FLOW METER SERIAL NUMBER: m C- G r e e ,1 `P r 0 2 — 01.3 OS
EQUIPMENT NUMBER: So U ,�p(Iolftees*
MEASURED RING SIZE: ,3141 inches
Is ring size within 0.01" of original manufactured size? X yes no
IF NOT REPLACE RING.
PRESSURE GAUGE READINGS At Pump: psi
At Traveler: psi(if applicabl
At Sprinkler/Gun: ..4' (a psi
EXPECTED FLOW RATE( from manufacture chart): / ,' GPM
MEASURE FLOWRATE(from flow meter): /3 GPM
Flow rate variance greater than 10% yes no
EXPECTED WETTED DIAMETER( from wetted acres determination):
ft.
MEASURED WETTED DIAMETER: 9.S�
Wetted diameter variance greater than 15% yes
ft.
no
IF YES IS ANSWERED TO EITHER FLOW RATE OR WETTED DIAMETEI
VARIANCE, CONTACT AN IRRIGATION SPECIALIST FOR ASSISTANCI
Comments:
Calibrator:

PROJECT:
LAGOON SITE SOILS INVESTIGATION
COUNTY: 04, pz
FIELD INVESTIGATION BY: !,6„ , DATE:
3/2 /p=
4
SITE SKETCH
D]r,-u.�
1.,17•r
r:
BORING
DEPTH
SCALE
wr
BORING NUMBER AND PROFILE
t of 6 5 •
7 'w-r
r�ryn'f i,i"
6 4110
[d 7
1.0",%,1 f,,'
JY'11✓�' f,44 �0, 7
!k1e fwro () 7
D-,
3
r
3
/". a, f
AVN 76 C r /c" l': /-,
„✓ e i•
G
L•a,.. r
D�G
U
L na
N - d
4,,,..4Y
1/41-47 W/
s'
�(roalni /1,Jf :Ado- pre
1'»G , /o.
BORING / SAMPLING METHOD: "fga(le N v€,
SIGNATURE:.

- _ <<_x sv=X
et,x
'o.X
alc 2,7 .cosoer
rt." s•�X
X b~,,
X
Ole 114 joix
IS'• X
ly• X
17- irs cix.r45
!rack dvra.
�x
a. e
hii_x oc
Ar:W,

LAGOON SITE SOILS INVESTIGATION
PROJECT: rooc2 Ahm
FIELD INVESTIGATION BY: A/41
r COUNTY: 04/2c.."
DATE: 3/ z s'/9 -$
4 .
SITE SKETCH - - •,
i
© ,
_
CC..
1
!I
r
1
r1
0
1l,,bDD5.-,4
i
, .
BORING
DEPTH
WT
—
BORING NUMBER AND PROFILE
SCALE
2
V
/,
/ .0 few & 6,
0
4o lr, i 'f,,,.+o 3 W ' -
0 '• /c'
L oI.M r 4,, irv-+v 3 u. 1"
%jiNt
.�
5.+.17 @/
.
N
�.�iva Coo r
wa red 1C rA,c,t-c .,'I G.S-
,,.J e f'
w,irli� i<.,Cie s.,NG
fir• ,ZT) '
1
Z •w�6.7
�ANO f,4i e G
O G•
[.oa.., r 5,4 - f wr 7-
A.44 /.,.+0 & 7"
/% - 3
L •.1,.-• r f.4 `6-•t
!o = /'/
£�1NoY 6.v y
3- /'
C -0r
t..N, cL 7R d K tr,.J G."''''T
•-.. P r'
��- /$
3 wf
l �/
'��PJaP f'4 7 i
14 - /5,
L.74/fir f/reio w/ cc::/o“
eis
fN.•o P. 7 •
i,.,yt:f,: T.:. r,�c..J• 4.13(Lt(
,,• e f '
,,. •l
3 w/
6
LoAn.t /,rit ia,,0 51,4t6�
3L4 f/NL, 2 1v'
BORING / SAMPLING METHOD:
SIGNATURE:

ator:TRACY WHALEY # 1 County: DUPLIN
:stance to nearest residence (other than owner):
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
head (finishing only)
0 sows (farrow to wean)
2600 head (wean to feeder)
Describe other :
Date: 04/12/95
2000.0 feet
x 1417 lbs. = 0 lbs
x 522 lbs. = 0 lbs
x 135 lbs. = 0 lbs
x 433 lbs. = 0 lbs
x 30 lbs. = 78000 lbs
: 0
Total Average Live Weight = 78000 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF)/1b. ALW
Treatment Volume (CF) /lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
STORAGE VOLUME FOR SLUDG ACCUMULATION
Volume = 0.0 cubic feet
TAL DESIGNED VOLUME
Inside top length (feet)
Inside top width (feet)
----
Top of dike elevation (feet)
Bottom of lagoon elgvation (feet)
Freeboard (feet) `
Side slopes (inside lagoon)
220. 0
118.0
45.3
3C�J
.8
1.0
3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE LENGTH WIDTH DEPTH
3.0 3.0 ! 3.0 3.0 214.0 112.0 8.5
AREA OF TOP
LENGTH * WIDTH =
214.0 112.0
AREA OF BOTTOM
LENGTH * WIDTH =
163.0 61.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4j
188.5 86.5
23968 (AREA OF TOP)
9943 ( AREA OF BOTTOM)
65221 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
23968.0 65221.0 9943.0 1.4
Total Designed Volume Available = 140437 CU. FT.

i
EMPORARY STORAGE REQUIRp
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
220.0 118.0 25960.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA`5960.0 square feet
Design temporary st rage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 1b. ALW 1.37
Volume = 78000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 142480 gals. or 19048.1 cubic feet
3. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
;. Volume of rainfall in e
Usf period of
180 days
Volume =
xcess of evaporation
time when rainfall exceeds evaporation by largest amount.
excess rainfall
7.0 i
Volume = 15143.3
n * DA / 12 inches per foot
ubic feet
7.0 inches

D. Volume of 25 year — 24 hour storm
Volume = 7,5 inches / 12 inches per foot * DA
Volume = 16225.0 cubic feet
TOTAL REQUIRED TEMFDRARY STORAGE
5A.
SB.
5C.
5D.
TOTAL
SUMMARY
19048 cubic feet
0 cubic feet
15143 cubic feet
16225 cubic feet
50416 cubic feet
Temporary storage period -- )
Rainfall in excess of evaporation >
25 year — 24 hour rainfall >
Freeboard >
Side slopes r >
Inside top length L )
Inside top width r >
Top of dike elevation )
Bottom of lagoon. elevation )
Total required volume )
Actual design volume >
Seasonal high water1:able elevation (SHWT)===)
Stop pumping elev. -----)
Must be ) or = tofthe SHWT elev. ----)
Must be ) or = to min. req. treatment el.=>
Required minimum tr atment volume >
Volume at stop pumping elevation )
Start pumping elev. )
Must be. at bottom of freeboard & 25 yr. r•ai i
Actual volume less 5 yr. — 2'i hr. rainfall==).
Volume at start pum ing elevation )
Required volume to a pumped -----)
Actual volume plann d to be pumped------ --)
Min. thickness of soil liner when required==)
DESIGNED BY:
DATE:
APPROVED BY:
180
7.0
7. 5
1.0
3.0
E`0.0
118.0
1
45. 3
35.8
128416
140437
41.5
41.8
41.5
41.8
78000
86442
43.5
(fall
124212
121882
34191
35440
1.4
days
inches
inches
feet
: 1
feet
feet
feet
feet
cu. ft.
cu. ft. t
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
cu. ft.
cu.. ft.
Cu. ft.
cu. ft.
feet
jtAPI
DATE: 4/(4/q
NOTE: SEE ATTACHED WASTE UTILIZATION FLAN
COMMENTS:

$.11-11aLut
County:
Date:
Dist.to nearest residence
(other than owner):
sows (farrow to finish): =
sows (farrow to feeder): eder).
head (finishing only):
sows (farrow to wean).
head (wean to feeder).
TRACY WHALEY # 1
DUPLIN
04/10/95
2000 ft.
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accurn. (cu. ft.):=::.
Treatment Volume. (min. 1 cu. ft/lb.)
25 Year — 24 Hour Rainfiaill (in.)
Rainfall in excess of evappration (in.)
Drainage area of buildings & lots (sq. ft.) =
Volume of wash water (gallons/day)
Temporary storage perio (days)
Freeboard (ft.).
Side slopes (inside )agoon).
Inside top length (ft.): I
Inside top width (ft.):
Top of dike elevation (ft.):
Bottom of lagoon elevation (ft.):
Seasonal high water tabl(SHWT) elev.(ft.):=>
Total required volume:— T -- —
Actual design volume. — -t- — — — —
Stop pumping el.(> or = to
or =to
Required minimum treatment volume:
Volume at stop pumping elevation:
Start pumping elev.:
41.5 ft.
41.8 ft.
128416 cu. ft.
140437 cu. ft.
SHWT)
Min)
78000 cu. ft
86442 cu. ft
‘volurne at S-trt pumping elev-ation:
Actual volume less 25yr24hr rain:
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====>
Actual volume to be Fiumped:==::.
121882 cu. ft.
124212 cu. ft.
34191 cu.
35440 cu. ft.
2600
1.0
7.5
7.0
180
1.0
3.0 : 1
220.0
118.0
45.3
35.8
41.5
**TOTAL VOL O.K. .1(.k
109.36%
41.8
43.5
"TRM.T. VOL O.K.**
110.82%
**STORM STOR. O.K.:*
101.91%
**TEMP. VOL O.K
103.65%

nmLt I 1 Ur e
OPERATION AND MAINTENANCE FLAN
'his lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste gen!rated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a perman nt marker- must be installed at this elevation
to indicate when pumpin should begin. An elevation must be established
to stop pumping to mainiain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, ald equipment in order to apply waste without
runoff or leaching.
'_and application of
method of disposal.
center pivot, guns,
taken when applying
was
Me
and
e water is recognized as an acceptable
hods of application include solid set.,
traveling gun irrigation. Care should be
waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre --
charged to 1/2 its capa ity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lago n thereby reducing odors. Solids should be
covered with effluent a all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste .utilization plan shall be followed. This
plan recommends sampiin and testing of waste (see attachment)
before land application
3. Begin temporary sto age pump -out of the lagoon when fluid level
reaches the elevation 43.5 as marked by permanent marker. ,Stop pump -
out when the fluid level reaches elevation 41.8 This temporary
storage, less 25 yr- 24 hr storm, contains 34191 cubic feet or
riN 25J 52
_�cc are
gallons.

SHEET 2 OF
4. The recommended maximum amount to apply per irrigation is
one (1) inch.and the recommended maximum application rate is 0.3
►nch 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.
E. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. A11 surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach oth!r property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
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,j 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 EARTHFIq PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations ishown 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 materials can 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 other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is nut readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embarkment of the lagoon shall be
installed using, the more impervious materials from the required
excavations. Lonstruction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
taken during construction to prevent excessive
Precautions shall be a g
erosion and sedimentation.
LINER: THE MINIMUM1REQUIRED THICKNESS SHALL BE 1.4 ft.
NOTE: LINERS (PARTIAL R FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade ith a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF
Soil liner material shad come from an approved borrow area. The
minimum water content ofr the liner material shall be optimum moisture
:ontent which relates tc that moisture content when the soil is kneaded
in the hand it will fort 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 water content during placement.
The maximum water 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 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner matrial. 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 perme-
ability 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 equipme t use and the routing of equipment in an estab-
lished pattern helps as ure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferabl type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil li ers are synthetic liners and bentonite sealant.
Then these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pact' to be seeded. Temporary seeding or mulct;
shall be used if the 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
Then tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfiled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 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
0.0 LBS. RYE ERAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOW 1 N%
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACN,ER
OR SIMILAR EQUIPMENT, APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. I WHEN USING BAHIA, IT IS RECOMMENDED THAT 6
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

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LAGOON SITE SOILS INVESTIGATION
PROJECT: 40.c2 4.)/4/4 'r COUNTY: p7 pL , ",
FIELD INVESTIGATION BY: ,/l„ 1 DATE: 3/ z. Y/y s
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ator:TRACY WHALEY #2 County: DUPLIN
ance to nearest residence (other than owner):
AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish)
O sows (farrow to feeder )
head (finishing only)
O sows (farrow to wean)
2600 head (wean to feeder)
Describe other :
x 1417 lbs.
x 522 lbs.
x 135 lbs.
x 433 lbs.
x 30 lbs.
Date: 05/09/95
2000.0 feet
Total Average Live Weight =
MINIMUM REQUIRED TREATMENT VOLUME
Volume = 78000 lbs. ALW x
Treatment Volume(CF)/lb. ALW
Volume = 78000 cubic feet
OF LAGOON
Treatment Volume(CF)/lb. ALW
1 CF/lb. ALW
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
AL DESIGNED VOLUME
Inside top length (feet)
Inside top width (feet)
Top of dike elevation (feet)
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 164.0 134.0 8.7
O lbs
O lbs
O lbs
O lbs
78000 lbs
0
78000 lbs
AREA OF TOP
LENGTH * WIDTH
164.0 134.0
AREA OF BOTTOM
LENGTH * WIDTH
111.8 81.8
AREA OF MIDSECTION
rt, LENGTH * WIDTH * 4
137.9 107. 9 '
170.0
140.0
37.5
27.8
1.0
3.0 : 1
21976 (AREA OF TOP)
9145 (AREA OF BOTTOM)
59518 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
21976.0: 59517.6 9145.2 1.5
Total Dsigned Volume Available = 131426 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width
170.0 140.0 23800.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 23800.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 78000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 142480 gals. or 19048.1_ cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume =
0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
Volume = 7.0 in * DA / 12 inches per foot
Volume = 13883.3 cubic feet
7.0 inches

Volume of 25 year - 24 hour storm
Volume =
7.5 inches / 12 inches per foot * DA
Volume = 14875.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
SUMMARY
rut\
5A.
5B.
5C.
5D.
TOTAL
19048 cubic feet
0 cubic feet
13883 cubic feet
14875 cubic feet
47806 cubic feet
Temporary storageiperiod
Rainfall in excess of evaporation
25 year - 24 hour rainfall
Freeboard
Side slopes
Inside top length
Inside top width
Top of dike elevation
Bottom of lagoon elevation
Total required volume
Actual design volume
Seasonal high watertable elevation (SHWT)===>
Stop pumping elev. >
Must be > or = to the SHWT elev. >
Must be > or = to min. req. treatment e1.=>
Required minimum treatment volume >
Volume at stop pumping elevation >
Start pumping elev. >
180
7. 0
7.5
1.0
3.0
170.0
140.0
37.5
27.8
125806
131426
33.5
33.8
33.5
33. 8
78000
78372
35.6
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 116551
Volume at start pumping elevation
Required volume to be pumped
Actual volume planned to be pumped
Min. thickness of soil liner when required==>
)ESIGNED BY: APPROVED BY:
> 112363
> 32931
> 33991
1.4
DATE: DATE: °j/Z,I9S
epr, NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
days
inches
inches
feet
: 1
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
cu. ft.
cu. ft.
cu. ft.
cu. ft.
feet

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
is lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
off or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
41#A4•P land application.
3. Ppgiri temporary storage pump -out of the lagoon when fluid level
reaches the elevation 35.6 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 33.8 . This temporary
storage, less 25 yr- 24 hr storm, contains 32931 cubic feet or
6327 gallons.

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

SHEET 1 OF 2
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 materials can 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
quipment or standard tamping roller or other equivalent method.
mpaction will beconsidered adequate when fill material is observed
' consolidate to the point that settlement is not readily detectible.
z...jTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of thelagoon 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 and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. 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 THICKNESS SHALL BE 1.4 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO -INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
004 specified to grade with a SCS approved material (ie - CL, SC, CH) .
FER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
1SIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
rnimum water content of the liner material shall be optimum moisture
ntent which relates to that moisture content when thesoil is kneaded
in the hand it will form a ball which does not readily sapa•atta, WatgiP
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 water content during placement.
The maximum water 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 90 percent of the maximum ASTM D698 Dry Unit
Weight 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 perme-
ability 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 use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipatortrocks)
or using flexible outlets on waste pipes.
' ternatives to soil liners are synthetic liners and bentonite sealant.
..en these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the 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
?n tile drains are encountered, the tile will be removed to a minimum
o.J. 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 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
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
•
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

0-1 151
HIGH END OF PAD
ELEV. = 41.50'
0-2
152
155
0-3
150 r
p-4
0-4
157
156
171
LOW END OF PAD
ELEV. = 41.05'
CONTROL PNT # 1
BURIED REBAR
N = 5000.00
E = 5000.00
ELEV. = 37.38
CONTROL PNT # 2
BURIED REBAR (OLD PNT. # 129)
N = 4884.35
E = '91
ELEV.. J7.94
166
0-9
0-7
LAGOON ELEVATION DATA
TOP OF DIKE ELEV. = 37.50
BEGIN PUMPING ELEV. = 33.80
END PUMPING ELEV. = 35.60
FINISHED BOTTOM ELEV. = 27.80
NOTE: DIKE ADJACENT TO PAD SHALL
BE RAISED TO ELEV. = 38.50

COI1TCTORAND eriGINCERS INC.
1304 NORTH WILLIAM STREET
P. 0. BOX 762
GOLDSBORO, NORTH CAROLINA 27533-0762
TELEPHONE: [phone]
[phone]
Soil Conservation Office - Duplin County
P. O. Box 277
Kenansville, NC 28349
Res Backwoods Nursery Lagoon System
Gentlemen:
1 December 1995
Enclosed for your review and approval is a copy of the
Engineer's Report, along with pertinent data, for subject system.
Very truly yours,
CONTRACTORS & ENGINEERS SERVICES, INC.
d2-14t
John D. Grady, Jr.,,P. E
President
JDGjr:lw
(whaley.nur)
Enclosure
cc ✓Mr. & Mrs. Tracy Whaley
Mr. Pat Barrlow,

COMT1TOR AMD €NGIM€CR€R'.j1C€S, INC..
1304 NORTH 1WILLIAM STREET
P. 4. BOX 762 •
GOLDSBORO, NORTH CAROLINA 27533-0762
TELEPHONE: [phone]
[phone]
1 December . 1995
DEHNR - DEM
Water Quality Section, Planning Branch
P. O. Box 29535
Raleigh, NC 27626-0535
Re: Animal Waste Management Plan Certification
For New or Expanded Feedlots
Gentlemen:
Subject certification is enclosed for Backwoods Nursery
Chinquapin, N. C.,, owned by Tracy & Georgianna Whaley.
Very truly yours,
CONTRACTORS & ENGINEERS SERVICES, INC.
John D. Grady, Jr., P. E.
President
JDGjr:lw
(whaley.nur?
Enclosures
1. Certification
2. Site Map
cc ✓t Mtr . & Mrs. Tracy ' Whaley
Mr. Pat Barrow

ANIXAL WAsT$ HANIGUANENT PLAN .CSRTIFICAT=obi FOR NEW OR EXPANDED FEEDLOTS
Please return the completed form to the Division of Environmental tiana►gament at -
the addresS on the reverao vide .of this form.
Name of farm (Please] rint): DS ��.
Address: .. 443 MAR ADY R�?AD
21 _,.,_ Phone No:.. PTO
County: DUPLIN
Farm location: Lati;tu de and. Lori itude:34 47. 15 -(required) . Also,
please attach a copy of a county road map with location identified.
Type of operation (Iane, layer, dairy, etc. a H ia.NE aeoee,
Design capacity (num�ier of animals)/ ,:��' ; GOP
Average size of oper tion'(12 month population avg.) „__ -'4
Average acreage needed for land application of waste (acres) :
asaaaassm:.ssosssaaas Musmummin sense:unkssarse=asaaaasOcrosasaaaa=szaaaseaosa miwma
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 1SA NCAC 6F .0005, 1 certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
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-. o0bS . The following elements and their corresponding minimum
criteria have_been vs ified by me or other designated technical specialists and
are included in the p an as applicable, minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; .waste storage capacity.; adequate
quantity and amount o 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 pollut rom':stormwater runoff events less severe than the 25-year, 4-hour
storm . ����Q-�ca� a'" y 24-hour
Please Print) : JOHN D. GRADY JR. P. E.
- - ENGINEERS Svl10Es
Af gA 4•
lib•
Addref s
Iw (fie,
appro //
these pro.8HaUres . I (we) know• that any additional expansion to the existing
design capacity of th waste treatment and storage system or construction of new
facilities will requi e a new certification to be submitted to the Division of
Environmental Manag gent before the new animals are stocked. l (we) also
understand that there must be no discharge of animal waste from this system t-o
surface waters of th state either through a man-made conveyance or through
runoff from a storm event less severe than 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
MIR
Si inature4 -• _• Date'Lla NOVF IBER 19 5�,__.
s.aasrra s zs sat osass�ttarts+�aisacsr=aaaa:s!�tr:saac�aararaacso:sa�:.sss�a.
t
she operation and maintenance procedures established in the
vtste management plan for:the farm. named above and will implement
Name of Land Owner (Please
signature:
fe,
Pr nt): TRACY & GEORGIANNA WHALEY
. Date; _ -
Name of Manager, if d f event from owner (Please print):__
Signacure•
•- - Date:
Note: A :change. in ],and ownership requires notification or a new certification
AWN (if the ..approved plan .e changed)` to be submitted to the Division of
Environmental Management within 60 .days of a title transfer.
DEED USE ON 4Y : ACNEWR _

EMERGENCY ACTION PLAN
PHONF. NI JMRFR S
DWQ 9/0 - 39q- 3goo
EMERGENCY MANAGEMENT SYSTEM 9i 0 - of 96 - A/ b o
SWCD 9/0- 02q6 -a/ao
NRCS 9io-aid - A/a/
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for all
employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
1 December 18, 1996

a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowi;
a. Dig a small sump or ditch away from the embankment to catch all seepage, put
in a submersible pump, and pump back to the lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
c. 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. Ate 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 DWQ (Division of Water Quality) regional office;
Phone - - . After hours, emergency number. 919-733-3942. 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
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number , and
local NRCS office for advice/technical assistance 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.
2 December 18, 1996

5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: Aoc: ``'-Y Se C •
b. Contractors Address: " (IC.- a)4 % 144 f+AdC Him
c. Contractors Phone: ZA'2.- 5%6 - 2- `F -
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.
a. Name:
b. Phone:
sery �.
tem, te-eMAC. ciy
7. 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.
3 December 18, 1996

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface ---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment ---look for:
1. settlement, cracking, or "jug" holes
2. side slope stability ---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalis, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps ---check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

rt‘
Practice water conservation —minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
. Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
;full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

rrg
proper lagoon sizing,
mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
. minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper -agitator impeller
pump through large -bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon' Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure ---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels ---high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity ---protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Liquid Systems
Flush Gutters
• Accumulation of Solids 171' Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
gI Remove bridging of accumulated solids at discharge
Lagoons and Pits • Crusted Solids
e 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 I "Maintain vegetative control along banks of lagoons
Growth and other impoundments to prevent accumulation of
decaying vegetative matter along waters edge on
impoundment's perimeter.
nr„ Svctpms
Feeders • Feed Spillage O Design, operate and maintain feed systems(e.g.,
bunkers and troughs) to minimize the accumulation
of decaying.wastage.
O Clean up spillage on a routine basis (e.g., 7 - 10 day
interval during summer; 15-30 day interval during
winter) .
Feed Storage • Accumulation of feed residues
AMIC - November 11, 1996, Page 1
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
O kpr and remove or break up accumulated
solids in filter strips around feed storage as needed.

Source Cause BMPs to Minimize Insects Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes
and feed wastage
O Eliminate low areas that trap moisture along 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 day
Systems interval during summer; 15-30 day interval during
winter) where manure is loaded for land application
O Pi6Vfinifil adequate drainage around manure
stockpi les.
O Inspect for an 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
AMIC - November 11, 1996, Page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine Production ET Vegetative or wooded buffers;
O Recommended best management practices;
f Good judgement and common sense
Animal body surfaces
• Dirty manure -covered animals 17r-Dry floors
Floor surfaces • Wet manure -covered floors
Manure collection pits • Urine;
• Partial microbial decomposition
'Slotted floors;
'Waterers located over slotted floors;
O Feeders at high end of solid floors;
'Scrape manure buildup from floors;
'Underfloor ventilation for drying
ET Frequent manure removal by flush, pit recharge, or
scrape;
Ir Underfloor ventilation
Ventilation exhaust fans • Volatile gases;
• Dust
0/Fan maintenance;
f2r Efficient air movement
Indoor surfaces • Dust
L 'Washdown between groups of animals;
O Feed additives;
O Feed covers;
O Feed delivery downspout extenders to feeder
covers
Flush tanks
• Agitation of recycled lagoon liquid 0 Flush tank covers;
while tanks are filling 0 Extend fill to near bottom of tanks with
anti -siphon vents
Flush alleys
• Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon liquid 0 Extend recharge lines to near bottom of pits with
while pits are filling anti -siphon vents
Lift stations • Agitation during sump tank filling 0 Sump tank covers
and drawdown
AMOC - November 11, 1996, Page 3

Source
Cause
BMPs to Minimize Odor Site Specific Practices
Outside drain collection or
junction boxes
• Agitation during wastewater
conveyance
O Box covers
End of drainpipes at lagoon • Agitation during wastewater
conveyance
Lagoon surfaces
Irrigation sprinkler nozzles
• Volatile gas emission;
• Biological mixing;
• Agitation
• High pressure agitation;
• Wind drift
Storage tank or basin • Partial microbial decomposition;
surface • Mixing while filling;
• Agitation when emptying
Settling basin surface
Manure, slurry or sludge
spreader outlets
Uncovered manure, slurry
or sludge on field surfaces
•
•
•
•
•
Partial microbial decomposition;
Mixing while filling;
Agitation when emptying
Agitation when spreading;
Volatile gas emissions
• Volatile gas emissions while
drying
Dead animals • Carcass decomposition
AMOC - November 11, 1996, Page 4
O Extend discharge point of pipes underneath
lagoon liquid level
Er Proper lagoon liquid capacity;
• Correct lagoon startup procedures;
Minimum surface area -to -volume ratio;
l3 Minimum agitation when pumping;
O Mechanical aeration;
O Proven biological additives
'irrigate on dry days with little or no wind:
Cr.—Minimum recommended operating pressure:
12K-Pump intake near lagoon liquid surface:
O Pump from second stage lagoon
❑ Bottom or midlevel loading:
❑ Tank covers:
O Basin surface mats of solids:
O Proven biological additives or oxidants
O Extend drainpipe outlets underneath liquid level;
11 Remove settled solids regularly
MV-Soil injection of slurry/sludges;
Izlt"/Wash residual manure from spreader after use;
n Proven biological additives or oxidants
• Soil injection of slurry/sludges;
Pt' Soil incorporation within 48 hrs.;
Ig' Spread in thin uniform lavers for rapid drying:
r1 Proven biological additives or oxidants
rl Proper disposition of carcasses

Source
Cause
BMPs to Minimize Odor
Site Specific Practices
Dead animal disposal pits
Incinerators
Standing water around
facilities
• Carcass decomposition
• Incomplete combustion
• Improper drainage;
• Microbial decomposition of
organic matter
n Complete covering of carcasses in burial pits;
n Proper location/construction of disposal pits
n Secondary stack burners
a'Grade and landscape such that water drains away
from facilities
Mud tracked onto public • Poorly maintained access roads
roads from farm access
Farm access road maintenance
Additional Information:
Swine Manure Management; .0200 Ru1eBMP 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 103-88
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
AMOC - November 11, 1996, Page 5
Available From:
NCSU, County Extension Center
NCSU - BAE
NCSU -BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - Swine Extension
NC Pork Producers Assoc.
NCSU - Agri Communications
Florida Cooperative Extension