310444_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: 31-0444 Certificate Of Coverage Number:
2. Facility Name: Kevin Bostic Farm sites 1&2
3. Landowner's Name (same as on the Waste Management Plan): Kevin Bostic
4. Landowner's Mailing Address: 399 J S Bostic Rd
City: Rose Hill State: NC
Telephone Number: 910-289-1606 Ext. E-mail: bosticfarmsnaol.com
5. Facility's Physical Address: 3394John Stanley Bostic Rd
City: Rose Hill State: NC
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner):
g, Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Kevin Bostic
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Wean to Feeder
Oneration Tunes:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
AWS310444
Zip: 28458
Zip: 28458
Murphv-Brown LLC sir. Ro f 10"041ve-4Zr1
Phone No.: 910-289-1606 OIC #: 16354
Allowable Count
3,200
Dry Poultry
Other Tunes
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep - Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feel)
Design Freeboard
'Redline"
(Inches)
RI
ig 31 26
6 SOo
19.50
kz
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 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or `imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: y 1 ii 6 O zZ"tl `
Title: O w +-t 4-r
Signature:
Date: 3 _a 1-1 g
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 Mall Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
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.
F"i F1 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).
aAny method which, in the professional opinion of the State Veterinarian, would make possible
El 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.
Z 0, �_W , 0 +Zt `C
Aa2o :i
S' 1�: 4L
at ger Date
Signature of Technical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Kevin Bostic Farm Sites 1 &2
Kevin Bostic
399 John Stanley Bostic Rd
Rose Hill, NC 28458
910-289-2818
04-11-2003
This plan has been developed by:
Billy W Houston
Duplin Soil & Water
PO Box 219
Kenansville, NC 28349
910-296-2120
(3AVIV) IA1 a6;jr;a
Develo er 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.
4111 0
7 Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: I�✓ '
Technica pecialist Signature Date
-------------------------------------------------------------------------------------------------------------------------
710273 Database Version 2.0 Date Printed: 04-11-2003 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5
Swine Nursery Lagoon Liquid waste generated 611,200 gals/year by a
3,200 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
1408
Incorporated
2418
Injected
2662
Irrigated
1530
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
1,968.94
823,342
-2123,142
Year 2
2,602.29
1,029,294
-418,094
Year 3
2,396.68
1 957,333
1 -346,133
------------------------------------------------------------------------------------------------------------------------
Note: In source ID. S means standard source, U means user defined source.
710273 Database Version 2.0 Date Printed: 04-11-2003 Source Page 1 of 1

Narrative
This WUP is written based on a wetted acres footprint(see attached)
PULLS 1, 2A & 3B ARE NOT NEEDED TO MEET THE NUTRIENT BUDGET NEEDS FOR THIS
FARM.
These are additional acres that may be pumped on as needed.
** PLAN CORRECTED 3/13/03 WUP DID NOT INCLUDE COTTON IN THE' WASTE
UTILIZATION TABLES'.
-------------------------------------------------------------------------------------------------------------------------
7 10273 Database Version 2.0 Date Printed: 04-11-2003 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field.
Realistic Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each
field is shown, where available.
Planned Crols Summary
Tract
Field
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
4299
1
N/A
Autrvville
Cotton
700lbs.
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
4299
2A
N/A
Autrvville
Cotton
700lbs.
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
4299
2B
N/A
Autrwille
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
4299
3A
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
4299
4
N/A
Autryviile
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 To
4327
3B
N/A
Autrvville
Cotton
700lbs.
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
LI
Potential Leaching
Technical Guidance
Low potential to contribute to
None
< 2
soluble nutrient leaching below the
root zone.
> = 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
< =10
soluble nutrient leaching below the
root zone.
High potential to contribute to
Nutrient Management (590) should be planned. Other conservation practices that
soluble nutrient leaching below the
improve the soils available water holding capacity and improve nutrient use efficiency>
10
root zone.
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
s Filter Strips (393) and Riparian Forest Buffers (391).
110273 - Database Version 2.0 - Date Printed: 04-11-2003 PCS Page 1 of 1
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient
requirements, and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by
manure or other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be
applied on each field in order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the
total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being
utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be
used to balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the
application of animal waste be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
TT+:I:-.,a:--. 'r-1,1e VP9r 1
Tract
I Field 1
Source
I.D.
I Soil Series
Total
Acre
Use.
Acres
I Crop
RYE
Applic.
I Period
Nitrogen
PA
Nutrient
Req'd
Comm
Fert.
Nutrient
Applied
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
lbs/A
1000
Ral/A I
tons
1000 gals
tons
4299
1
S5
Autryville
3.74
1.53
Cotton
700lbs.
3/15-7/31
78
0
•15
Ird4
63
25.17
0
38.50
0.00
4299
2A
S5
Autryville
3.74
1.67
Cotton
700lbs.
3/15-7/31
78
0
•15
IrriX
63
25.17
0
42.03
0.00
4299
2B
SS
Autryville
1.91
1.72
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0
34.35
0.00
4299
2B
S5
Autryville
1,91
1.72
Hybrid Bermudagrass Hay
5.5 Tons
03/1-10/31
'275
0
0
Irrilr
275
109.85
0
188.94
0.00
4299
3A
SS
Autryville
3.61
1.95
Small Grain Overseed
1.0 Tons
10/1-3/31
501
0
0
Irrig.
50
19.97
0
38.95
0.00
4299
3A
SS
Autryville
3.61
1.95
Hybrid Bermudagrass Hay
5.5 Tons
'3/1-10/31
$275
0
0
IrriR.
275
109.85
0
214.20
0.00
4299
4
S5
Autryville
3.61
1.20
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0
23.97
0.00
42991
4
S5
Autryville
3.611
1.201
Hybrid Bermudagrass Hay
5.5 Tons
$3/1-10/31
'275
0
0
brig,
275
109.85
0
131.82
0.00
4327
3B
S5
Autryville
3.32
2.93
1 Cotton
700lbs.
3/15-7/31
781
0
'15
brig
63
25.17
0
1 73.73
0.00
-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
710273 Database Version 2.0 Date Printed: 4/11/03 WUT Page 1

XTT__a-- TT�A:.-...i:--'U-t-i- Vaor I
W dt;Lu U tilll.aLI ll 1 dU1
Nitrogen Comm. Res,
PA Fert. (lbs/A)
Nutrient Nutrient
Req'd Applied
Source Total Use, Applic,
Manure Liquid Solid
PA Manure Manure
Nutrient Applied Applied
Applied (acre) (acre)
Applic. 1000
liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
Tract Field I I.D. I Soil Series I Acre I Acres I Crop RYE I Period I N N N
Method Ibs/A I gal/A 1 tons
1000 gats
tons
Total Applied, 1000 gallons
786.48
Lagoon Liquids
Total Produced, 1000 gallons
611.20
"
13alanx, I000 gallons
-175.28
Total Applied, tons
rf,
0.00
Manure Solids
Total Produoed, tons
0.00
Balance, tons
' . ° y rY;
0.00
Notes: 1. In the tract oolumn, symbol — means leased, otherwise, owned. 2. Symbol • means user entered data.
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------
710273 Database Version 2.0 Date Printed: 4/11/03 WUT Page 2

X'Af-fs TTfil;,nf;nn TnIll,a
VPAY 2
if U 4
Trail
I Field
Source
I.D.
I Soil Series
Total
Acre
Use,
Acres
1 Crop
RYE
Applic.
I Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
lbs/A
1000
gal/A
tons
1000 gals
tons
4299
1
S5
Autryville
3.74
1.53
Corn, Grain
85 bu.
2115-6/30
*106
0
0
irrig.
106
42.34
0
64.78
0.00
4299
1
S5
Autryville
3.74
1.53
Wheat, Grain
45 bu.
911-3131
104
0
0
brig.
60
17.45
0
26.70
0.00
4299
2A
S5
Autryville
3.74
1.67
Com, Grain
85 bu.
2115-�6/30
*106
0
0
Irrig,
106
42.34
0
70.71
0.00
4299
2A
S5
IAutryville
3.74
1.67
Wheat, Grain
45 bu.
911.3131
104
0
0
brit;.
60
24.09
0
40.24
0.00
42991
2B
SS
Autryville
1.91
1.72
Small Grain. Overseed
1.0 Tons
10/1-3131
50
0
0
brig,
50
19.97
0
34.35
0.00
4299
2B
S5
Autryville
1.91
1.72
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-10/31
*275
0
0
Irrig,
275
109.85
0
188.94
0.00
4299
3A
S5
Autryville
3.611
1.95
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Imp,
50
19.97
0
38.95
0.00
4299
3A
S5
Autryville
3.61
1.95
Hybrid Bermudagrass Hay
5.5 Tons
*311-10/31
-275
0
0
Irrip
275
109.85
0
214.20
0.00
4299
4
S5
Autryville
3.61
L20
Small Grain 01ersecd
1.0 Tons
10/I-3/31
50
0
0
brig,.
50
19.97
0
23.97
0.00
4299
4
S5
Autryville
3.61
1.20
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-10/31
*275
0
0
Irrig.
275
109.85
0
131.82
0.00
4327
3B
S5
Autryville
2.93
Corn, Grain
85 bu.
2/15-6130
*106
0
D
It
I06
42.34
0
124.06
0.00
4327
3B
S5
Autryville
F332
2.93
Wheat, Grain
45 bu.
9/1-3/31
104
0
0
Irrig,
60
24.09
0
70.60
0.00
Total Applied, 1000 gallons
1,029.29
Lagoon Liquids
Total Produced, 1000 gallons
Balance, 1000 gallons
611.20
-418.09
Total Applied, tons
"::_ -
0.00
Manure Solids
Total Produced, tots
"''
0.00
Balance, tons
:.
0.00
Notes: 1. In the tract column, symbol - means leased, otherwise, owned. 2. Symbol * means user entered data.
---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------•------------
710273 Database Version 2.0 Date Printed: 4/11/03 VPJT Page 3

TU:1:--4-:--'r-t.l
Vnor 'A
VV a1 .
L111GaL1
11
1 aVIV,
Nitrogen
Comm.
Res.
Manure
Liquid
Solid
Liquid
Solid
PA
rat.
ObslA)
PA
Manure
Manure
Manure
Manure
Nutrient
Nutrient
Nutrient
Applied
Applied
Applied
Applied
Reqd
Applied
Applied
(acre)
(acre)
(Field)
(Field)
1000
Source
Total
Use.
Applic.
Applies
Trail
I Field
I.D.
I Soil Series
Acre
Acres
I Crop
RYE
I Period
N
N
I N
Mdhod
Ibs/A
gal/A
tons
1000 gals
tons
4299
1
SS
Autryville
3.74
1.53
1 Soybeans, Manured, Double Crop
25 bu.
411-9/I5
100
0
0
Irrig,
100
39.94
0
61.11
0.00
4299
2A
SS
I Autryville
3.74
1.67
Wheat, Crain
45 bu.
9/1-3/31
104
0
0
Irriz
44
17.45
0
29.14
0.00
4299
2A
SS
Autryville
3.74
1.67
Soybeans, Manured, Double Crop
25 bu.
4/1-9/I5
100
0
0
Irrigr
100
39.94
0
66.71
0.00
4299f
2B
SS
Autryville
1.91
1.72
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Imp-
1 50
19.97
0
3435
0.00
4299
2B
SS
Autryville
1.91
1.72
Hybrid Bermudagrass Hay
5.5 Tons
*311-10/31
*275
0
0
Irrig,
275
109.85
0
188.94
0.00
4299
3A
S5
Autryville
3.61
1.95
Small Grain Overseed
1.0 Tons
f0/1-3131
50
0
0
Irrig,
50
19,97
0
38.95
0.00
4299
3A
S5
Autryville
3.61
1.951
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-10131
*275
0
0
brig.
275
109.85
0
214.20
0.00
4299
4
S5
Autryville
3.61
1.20
Small Grain Overseed
1.0 Torts
10/1-3131
50
0
0
Irrig.
50
19.97
0
23.97
0.00
4299
41
S5
Autryville
3.61
t.20
Hybrid Bermudagrass Hay
5.5 Tons
*3/1-10/31
*275
0
0
Inig.
275
109.85
0
131.82
0.00
4327
3B
85
Autryville
3.32
2.93
Wheat, Grain
45 bu.
9/1-3/31
104
0
0
Irrig.
44
17.45
0
51.12
0.00
4327 3B SS Autr lle 3.321 2.931 Soybeans, Manured, Double Crop 25 bu, 411-9/15 100 0 0
Irrig. 100 39.94 0
117.04
0.00
Total Applied, 1000 gallons
957.33
Lagoon Liquids
Total Produced, 1000 gallons
611.20
Balance, 1000 gallons
-346.13
Total Applied, tons
s;^`ty
0.00
Manure Solids
Total Produced, tons
: = ; ::ice
0.00
Balance, tons
:.fib
0.00
Notes: 1. In the trad column, symbol - means leased, otherwise, owned. 2. Symbol * means user entered data.
----------------------------------------------------------------------------------------------------------------------------- ---------------------- ------------------------------- ---------
710273 Database Version 2.0 Date Printed: 4/11/03 WUT Page 4

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
Tact
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
4299
1
Autryville
0.60
0.72
4299
12A
Autryville
0.60
0.72
4299
2B
Autryville
0.60
0.72
4299
3A
Autryville
0.60
0.72
4299
4
Autryville
0.60
0.72
4327
13B
Autryville
0.60
0.72
-------------------------------------------------------------------------------------------------------------------------
710273 Database Version 2.0 Date Printed: 04-11-2003 IAF Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting.
Since nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not
be used for sludge application. If this is not possible, care should be taken not to load effluent application fields
with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface
water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels
may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
rn 120 bu
150
13.16
8.14
16.29
24.43
.ay 6 ton R.Y.E.
300
26.32
4.07
8.14
12.22
Soybean 40 bu
160
14.04
7.64
15.27
22.91
-------------------:------------------------------------— ----------
710273 Database Version 2.0 Date Printed: 04-11-2003 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The
start date is a value entered by the user and is defined as the date prior to applying nutrients to the first
crop in the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the
design storage volume of the structure. Either of these situations indicates that the planned application
interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waite SToraze _Capacity
Source Name
Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
1 10/31
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
158
1
2
139
1
3
174
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
180
1
11
165
1
12
152
2
1
136
2
2
154
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
180
2
11
175
2
12
174
3
1
168
--------------------------------------------------------------------------------------------------------------------------
710273 Database Version 2.0 Date Printed: 04-11-2003 Capacity Page 1 of 2

Availahle Waste Stnmae Cannnity
ame
Swine Nursery Lagoon Liquid
DesiStocity(Days)
rSEt:artte
10/31
180
Plan Year
Month
Available Storage Capacity (Days)
3
2
165
3
3
180
3
4
180
3
5
180
3
6
180
3
7
180
3
8
180
3
9
180
3
10
180
3
11
159
3
12
140
* Available Storage Capacity is calculated as of the end of each month.
--------------------------------------------------------------------------------------------------------------------------
710273 Database Version 2.0 Date Printed: 04-11-2003 Capacity Page 2 of 2

WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner / Operator Name Kevin Bostic COUNTY Duplin
Adress 399 John Stanley Bostic Rd
Rose Hill, NC 28458 DATE 03/13/03
Telephone [phone]
TABLE 1 - Field Specifications
Tract
Number
Hydrant
or
field (1)
Number
acres
start end
wetted
area
acres
middle
wetted
area
acres
stop end
wetted
area
Approximate
Maximun
Useable Size
of field (2)
(acres) Table
column
Length
of
pulls
in feet
Width
of
pulls
in feet
Soil Type
Slope
(%)
Crop(s)
Maximun
Application
Rate (3)
(in/hr)
Maxiumn
Application
per Irrigation
cycle (3)
(inches)
42991
H1
0.41
1.13
0
1.53 EE70
B-C
2751
179
AuB
0-5
Cotton,Corn,Wheat,Soybean
0.5
1
4299
H2A
0.41
1.27
0
1.67 EE70
B-C
308
179
AuB
0.5
1 Cotton,Corn,Wheat,Soybean
0.5
1
4299
H2B
0.26
1.46
0
1.72 E90+
B-C
432
147
AuB
0.5
lBermuda,Smailgrain
0.5
1
4299
H3A
0.4
1.55
0
1.95 EE70
B•C
377
179
AuB
0.5
Berm uda,Smallgrain
0.5
1
4327
H3B
0.34
2.58
0
2.93 E90+
B•C
632
178
AuB
0.5
Cotton,Corn,Wheat,Soybean
0.5
1
4299
H4
0.3
0.9
0
1.2 EE70
B•C
197/185
129.5/80
AuB
0.5
Berm uda,Smallgrain
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: Bill Houston 7Date 3./13./03

IRRIGATION SYSTEM
/ Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
I. Farm number (identification) 3) - 444
2. Irrigation system designation _ Existing —Field number (identification) —
3. Number of travel lanes irrigation system New/expanded anded irrigation
# Interior lanes 9 p ,a•ion sys;em
Pr n Exterior lanes .?vz feet] Length of pull(Ll)
1r Interior lanes r r q
Interior lanes - Exterior lanes �L [feet] Length of pull(L2)
4• Wetted diameter o '4 ^ Exterior lanes
�� [feet] from Field Data Worksheet — [feet] Length of pull(L3)
5. Spacing Hydrant spacing [feet D
6• Hydrant layout ✓ Multiple hydrants _ Single hydrant — ] �� [as a percentage of everted diameter)
7• rise the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
Excessively spaced hydrants
based on pattern, spacing, and travel lane location.
Travel lane length (L,) _ Interior or
I&- Exterior (lane/hydrant)
0•411 (a) Acres start end of pull from Table 9F?o_ Column L� (b) Acres middle portion of pull (LD
(Pull Iength,1,72 [feet] X Wetted wid'h �^7 _
(c) Acres stop end of pull [feztii / 13,560
from
Table FF,7o Column e
(95 Total acres for travel la
ne length (Ll) (Sum; a + b + c)
Travel lane length (L-) _ Interior or 3-43-Exterior (lane,'hvdrant)
Qr (a) Acres start end of pull from Table tL (b) Acres middle portion of pull (L2) Column
(Pull length 631 [feet] X Wetted width O (c) Acres stop end of pull from �? Vt`at]i / 43,560
Table qoT Column a
1.31 Total acres for travel lane length (L2) (Shin; a + b + c)
Travel lane length (L, _ Interior or 1a.
_r_EXterior ('lane/hydrant)
a ,1 (a) Acres start end of pull from Ta,lz _LE,)J Colu,,;n v (b) Acres middlz�ortion of pull (L3)
(Frill length tg.- [feet] X Wetted width r�s (rzet]i i ;3,560
o (c) Acres stop end of pull from Table ,E ^J f zEt i -
G
1,20 Total acres for travel lane length (1.3) (Sum: a + b + c)
S. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
l 4f (a) Acres per travel lane length (LI) X
(b) Acres per travel lane length^" Lanes = Acres
length
I •�D (c) Acres per travel lane (L2) X 'Lanes =
(L3) X Acres
k Lanes = Acres
Total CAWNIp wettable acres for field (Sum; 8tl + 8b + 8c)
Wettable Acre Computational Worksheet Completed by:
% Dater n7
gnature of techn1w hn(cal ma.•�.�;.. � -7—

r
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
I. Farm number (identification) .
2. Irrigation system designation Field number (identification)
3• Dumber of travel lanes Existing irrigation system
r'
f Interior lanes } ew/expanded irrigation sys;zm
] n Exterior lanes �2 D,rfeet] Length of pull(LI)
k interior lanes
—_9 Exterior lanes
• 0r [feet] Length of pull(L2)
lWetted diameter �10 [fInterior lanes [feet] from Field Data�u l eeterior lanes 4ti30 [feet] Length of pull(L3)
5. Spacing Hydrant spacing [feet] 0
6. Hydrant layout ] �—_ [as a percentage of wetted diameter]
7. Fead the irrigated area per travel llpu (dfOr the given wetted diameterrants Single hydrant
spaced hydrants
based on pattern, spacing, and travel lane location. er from the appropriate table and column
Travel lane length (L, _ Interior or
Exterior (lane/hydrant)
0,40 0 (b) Acres start end of pull from _ f � —(b) .Acres Table E 0 o Column 2
middle portion of pull (Li)
0
[Pull length 29,s—(feetj X Wetted �vid•h /99 [feet]; /43,560
(c) .Acres stop end of pull from
Table �o Column t
/.S 3 Total acres for travel lane length (LI) (Sum: a + b + c)
Travel lane length _ Interior or 2
�EXteCIOC (lane/hydrant)
0,40 (a) Acres start end of pull from Table FEqD Colum
/•2 h (b) Acres middle portion of pull (L2) n (f
[Pull length 008• [feet] X Wetted w4dr;h / 179 (feetil / 43,560
y (c) Acres stop end of pull from Table E^o Column c
Total acres for travel lane length (1.2) (Sum; a + b + c)
Travel Ian- length (L, _ Interior or.Lig Exterior (lane/hydrant)
Q..2-L (a) Acres st.=.rt end of pull from Table 9vt Colu; ;n Q y _ (b) Acres middle portion of pull (L3)
(Phil length 43J- (feet] X Wetted Width 1
—12_ (c) Acres stop end of Pull from —2 [:zetii i 43,560
p Tale 90 T-
Total acres for travel lane length � (1.3) (Stan: a + b + c)
b• Dfultipl the tabulated irrigated acreage value per travel pull by the nu;nber Of pulls of each
categoryin the field. Add all of these, and this is the total irrigated acreage for the field.
]S3 (a) Acres per travel lane length (LI) X
1�_ (b) Acres per travel lane len Lanes = Acres
1� (c) Acres per travel lane length ( a 'Lanes =
g (L3) 3) X Acres
Lanes Acres
4.9 2 Total CAi%lIP svettable acres for field
(Sum; &z + 8b + 8c)
)Wettable Acre Computational 6torksheet Completed by: � (" b��4 -,�
S+gnature of techntrai .,,,,,.,,::.. -Date:./ 4 0�
� T�

1.53Ac
Kevin Bostic Farm
Fac 31-444
Scale 1" = 200' +/-
� Sffis
.I
H-28
1.72Ac

•p'�i. CY 2 � Y �Y Y
A4; t N.
No
nx-
T 1'
Kevin Bostic Farris
Fac. 31-444 w.
Scale 1" - 200' +/- r

? k
f
�'--------------_ •
oVWL
oVbL'£
..r

Operator:Kevin Bostic County: Duplin Date: 06/21/94
Distance to nearest residence (other than owner): 1500.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow to
finish)
x 1417
lbs. =
0
lbs
0
sows
(farrow to
feeder)
x 522
lbs. =
0
lbs
0
head
(finishing
only)
x 135
lbs. --
0
lbs
0
sows
(farrow to
wean)
x 433
lbs. =
0
lbs
1600
head
(wean to feeder)
x 30
lbs. =
48000
lbs
Describe other :
0
Total Average Live Weight = 48000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
.Volume = 48000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 48000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATIONlpl/'
Volume = 0. 0 cubic feet Aa .54v
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 110.0
Inside top width (feet)---------------------- 150.0
Top of dike elevation (feet)----------------- 48.8
Bottom of lagoon elevation (feet)------------ 38.8
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 104.0 144.0 9.0
AREA OF TOP
LENGTH * WIDTH =
104.0 144.0 14976 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
50.0 90.0 4500 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
77.0 117.0 36036 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
14976.0 36036.0 4500.0 1.5

Total Designed Volume Available = 83268 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
110.0 150.0 16500.0 square feet
Buildings (roof and lot water)
0.0 square feet
Describe this area.
TOTAL DA 16500.0 square feet
Design temporary storage period to be
180 days.
5A.
Volume of waste produced
Feces & urine production in gal./day per
135 lb. ALW 1.37
Volume = 48000 lbs. ALW/135 lbs. ALW *
1.37 gal/day 180 days
Volume = 87680 gals. or 11721.9 cubic
feet
5B.
Volume of wash water
This is the amount of fresh water used for
washing floors or volume
of fresh water used for a flush system.
Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day *
180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C.
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds
evaporation by largest amount.
180 days excess rainfall =
7.0 inches
(11��
Volume = 7.0 in * DA / 12 inches per
foot
Volume = 9625.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 10312.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
11722
cubic
feet
5B.
0
cubic
feet
5C.
9625
cubic
feet
5D.
10313
cubic
feet
TOTAL 31659 cubic feet
6. SUMMARY
Temporary storage period=======-==-=-==-===->
180
days
Rainfall in excess of evaporation=======__=_>
7.0
inches
25 year - 24 hour rainfall__________________>
7.5
inches
Freeboard___________________________________>
1.0
feet
Side slopes_________________________________>
3.0
: 1
-
Inside top length====_______________________>
110.0
feet
Inside top width____________________________>
150.0
feet
Top of dike elevation_______________________>
48.8
feet
Bottom of lagoon elevation__________________>
38.8
feet
Total required volume_______________________>
79659
cu. ft.
Actual design volume====____________________>
83268
cu. ft.
Seasonal high watertable elevation (SHWT)===>
43.0
feet
Stop pumping elev.====---------------------->
45.4
feet
Must be > or = to the SHWT elev.=--------_>
43.0
feet
Must be > or = to min. req. treatment el.=>
44.8
feet
Required minimum treatment volume======__==_>
48000
cu. ft.
Volume at stop pumping elevation=====_______>
51445
cu. ft.
Start pumping elev.=--=--------------------->
47.1
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
72956
cu. ft.
Volume at start pumping elevation=====_==_==>
73145
cu. ft.
Required volume to be pumped________________>
21347
Cu. ft.
Actual volume planned to be pumped=====_=_=_>
21700
cu. ft.

Min. t 'ckness of soil liner when required==> 1.5 feet
7 DESIGNED BY: APPROVED BY: ,`0,4011c«:y'r
DATE: - 2 —Cl W DATE: `���L CC.�.�+.1�,ea•'•r°•
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN ��•� ,
14415
COMMENTS:
Fin OR `� "�'
U981110:esl��t
G" / I?. 7/C? 4

[W
SHEET 1 of 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOON'S
----------------------------------------------------------
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
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 not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height 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 1.5 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 1 over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be l.)ackfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
SliEET 2 OF 2
Soil liner material shall come from an approved borrow are, --I. ".'he
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added'to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum 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 1.1nit
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 sheE'!psfoot
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 dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction speci f is a %_ ions 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
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. Trie tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1.0 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
30. 0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR Ff;SCLIE)
60.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
8.0 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. /AC:r':?,
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
2.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100.0 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 COMPIIETED.
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 COMA"OH
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED 'rl-lAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

U. S: Department of Agriculture
Soil Conservation Service
Vi(. 06n
HAZARD CLASSIFICATION DATA SHEET FOR
Landowner_ _7 County
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool /ST Ft.
Date of Field Hazard Investigation 4t
NC-ENG-34
September 1980
File Code: 210
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
•Est. Elev. :Est. Elevation
• Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
• Flood Plain: Flood Plain
Ft. Ft. Ft. Ft.
1
2 .
3 .
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach rt/o &e•z- �.�a e,�
AoC �rr� C,7 /a s
Hazard Classification of Dam 9., b, c) (see NEM-Part 520.21)
Dam Classification 6 II, III, IV, V)
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Concurred By 1° ,�• D �-
natWe FAIN
title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date
Date � —Z 7—cd

SCS-ENG-538 ,. Llcrn-i s*^irth I .fir Ak3h,CUL , uML
Rev. 5-70 SOIL CONSERVATION SERVICE
qnu INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
WATERSHED AREA MEASUREMENTS
CROPLAND -ACRES PASTURE -ACRES
WOODLAND -ACRES TOTAL -ACRES POND CD�S­S
SKETCH OF PROPOSEWPOND SHOWING WHERE BORINGS WERE M.&DE (Approx. scale 111=- feet)!,
Locale reference point -in center line of dam and Identify on sketch.
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BORING NUMBER AND PROFILE
list dam -site and spillway boring$ first. then ponded area and borrow pit borings -separate with vertical rvd line.
onback necessary) water le elevations
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BORINGS MADE SIGNATURE &TITLE

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KEVIN BOSTIC . NURSERY HOUSEG
STATE ROAD#I- DUPLIN COUNTY
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DIRECTIONS: FROM KENANSVILLE TAKE HWY. # 50 SOUTH, APPROX.
6 MILES FROM KENANSVILLE TURN RIGHT ON TO STATE ROAD # 1954, FARM
WILL BE APPROX: 1 MILE ON THE RIGHT DOWN THE GRAVEL ROAD.
MAILING ADDRESS: SHIPPING ADDRESS:
KEVIN BOSTIC KEVIN BOSTIC
.?cy 7 �b %'.' sow 1� e o sf G Ra STATE ROAD # 1954
ROSE HILL, NC 28458 ROSE HILL, NC 28-458
TELE: [phone]
BROWN'S OF CAROLINA. INC
303 EAST COLLEGE STREET PO.80X487 WARSAW. N.C. 28398-0487 OFFICE. [phone] - FAX [phone]

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SCS-ENG-538 ,.. ,. Jc��+'ti�'»atri Jr Avn0;kj6s1jrtt:
Rev. 5-70 SOIL. CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND S(T'E
FARMER'S NAME o DISTRICT
DATE COUNTY �° I
S. C. S. PHOTO SIIEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND _ ACRES PASTURE _ ACRES
WOODLAND__ACRES TOTAL_,_. ACRES POND CLASS I WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED 'POND SHOWING WHERE BORINGS WERE MADE (Approx- scale 11' =_ feet)
Locate reference point in tenter line of dam and Identify on sketch.
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BORING NUMBER AND PROFILE
Mote and list dam -site and spillway borings first • then ponded area and borrow+ pit borings • smarate with w rrtcal and line.
!Continued on back whet: nac"sarv) Show water tabit situations art dam -site borings.
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RORLNGS MADF. (ZY ,1 -' SIGNATURE & TITLE

operator:Kevin Bostic County: Duplin
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to finish)
0 sows (farrow to feeder)
head (finishing only)
0 sows (farrow to wean)
1600 head (wean to feeder)
Describe other :
Date: 08/29/94
>1500 feet
x 1417
lbs. =
0
lbs
x 522
lbs. -
0
lbs
x 135
lbs. =
0
lbs
x 433
lbs. =
0
lbs
x 30
lbs. -
48000
lbs
0
Total Average Live Weight -= 48000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 48000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 48000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet Lim-�aNK�rz R�Qd�S� �r� S.'�e%•��R���
TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 100.0
Inside top width (feet) ---------------------- 175.0
Top of dike elevation (feet)----------------- 48.7
Bottom of lagoon elevation (feet)------------ 38.7
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 1
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 94.0 169.0 9.0
AREA OF TOP
LENGTH * WIDTH =
94.0 169.0 15886 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
40.0 115.0
4600 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
67.0 142.0 38056 (AREA OF MIDSECTION * 4)
CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
15886.0 38056.0 4600.0 1.5

Total Designed Volume Available = 87813 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
100.0 175.0 17500.0 square feet
Buildings (roof and lot water)
0.0 square feet
Describe this area.
TOTAL DA 17500.0 square feet
Design temporary storage period to be
180 days.
t)A.
Volume of waste produced
Feces & urine production in gal./day per
135 lb. ALW 1.37
Volume = 48000 lbs. ALW/135 lbs. ALW *
1.37 gal/day 180 days
Volume = 87680 gals. or 11721.9 cubic
feet
5B.
Volume of wash water
This is the amount of fresh water used for
washing floors or volume
of fresh water used for a flush system.
Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day *
180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C.
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds
evaporation by largest amount.
180 days excess rainfall =
7.0 inches
Volume = 7.0 in * OA / 12 inches per
foot
Volume = 10208.3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 10937.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
11722
cubic
feet
5B.
0
cubic
feet
5C.
10208
cubic
feet
5D.
10938
cubic
feet
TOTAL 32868 cubic feet
6. SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
7.5
inches
Freeboard===================================>
1.0
feet
Side slopes=================================>
3.0
: 1
Inside top length===========================>
100.0
feet
Inside top width============================>
175.0
feet
Top of dike elevation=======================>
48.7
feet
Bottom of lagoon elevation==================>
38.7
feet
Total required volume=======================>
80868
cu. ft. *
Actual design volume========================>
87813
cu. ft. *
Seasonal high watertable elevation (SHWT)===>
44.0
feet -
Stop pumping
45.0
feet
Must be > or = to the SHWT elev.==========>
44.0
feet
Must be > or = to min. req. treatment el.=>
44.7
feet
Required minimum treatment volume===========>
48000
cu. ft.
Volume at stop pumping elevation============>
5-0*3-6
cu. ft.
Start pumping elev.= -----
feet �7.0'*
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
76876
cu. ft.
Volume at start pumping elevation===========>
cu. ft. .7'10 75
Required volume to be pumped================>
21930
cu. ft. *
Actual volume planned to be pumped==========>
-,
cu. ft. * -
'R 3010

Min. thickness of soil liner when required==>
7. DESIGNED B /�'�
APPROVED BY:
DATE: g " ! DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
1.5 feet
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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. Earthf ill 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 not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height 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.
fll� LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 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
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum 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 dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
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
-------------------------------
When 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 backf illed and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1.0 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
30.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA/ BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
8.0 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
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
2.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100.0 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.

U. S. Department of Agri cult, NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR-BAMS--
Landowner County t�)
Community
or Group No.-
Conservation
Plan No.
Estimated
Depth of Water• to Top of Dam
04 Ft. Length of
Flood Pool l D o Ft.
Date of Field Hazard Investigation' -gr
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure. ,
st. - ev. : s Elevation
Ki nd of : Improvements: of Breach
Reach: Length:Width : Slope: Land . Use Improvements Above :Floodwater Above
Flood Plain: Flood Pl.ain
Ft. Ft. Ft. Ft.
3
Describe potential for loss of life and damage to existing or probable future dow4tream
improvements from a sudden breachlr,.
Hazard Classification of Dam r4l
Dam Classification r,()iII, III,
"`1 r
By vvlf. r
b, c) (see NEM-Part 520.21)
IV, V)
e
Concurred By X,� f . .-
na ti tl e
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date
Date~2

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1�gol, ) TYPICAL X-SECTION TOM ELEV. 50.00'
- /,60o XJu1 S3tRq
—110F:O NAIL __=---
--y fLSZ'�J
EXC = 3 b -7 CY
FILL =
PAD 99 CY
DIKE 17V CY
NOTES: .
SEE NOTE 3
SEE NOTE 2
TOTAL: $a CY 1) ALL WEAK MATERIAL TO BE OVERCUT
AND BACKFILLED AND COMPACTED.
THICKNESS OF LINER DEPENDS ON OVERALL
DEPTH. LINER FOR THIS LAGOON TO BE. _I S
COMPUTATIONS BY:
2) DIKE BEHIND BLDGS TO BE MIN. 0.5'
HIGHER THAN OTHER PLANNED ELEV.
3) WALK AND LOADING AREA TO BE BUILT 1.5' ABOVE. LOW
END PADS. BUILD 6' WIDE CONTIN., 7- FROM REAR OF BLDGS;
FILL TO BLDGS BEFORE ' MOVES OUT (WORK TO BE
COORDINATED W/ BLDG 'ACTORS).
CORE TRENCH
SEE SOIL SHEET
FOR DEPTH
SITE CONDITION NOTES
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Anc

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------ Z
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The 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
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pce-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 47.1 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 45.4 . This te.mporary
storage, less 25 yr- 24 hr storm, contains 21347 cubic feet or
159675 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Envirorl-
menta1 Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days 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
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 0.0 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 45.0 . This temporary
storage, less 25 yr- 24 hr storm, contains 21930 cubic feet or
164038 gallons.

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

Mortality Management 1•Iethods
(check which methods) are being implemented)
'=1 Burial three feet beneath the surface of the ground within 24 hours after
kno«,lcdt!e of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
�! Rendering at a rendering plant licensed under G.S. 106-163.7
ratio
�iKis� ..•:. •?i set• _ ;t��• ,».:���k
' `'` ❑'� a f ieidf pS li6 Only. placing in a disposal pit of a size and design
approved by the Department of Agriculture
.I Anv method which in the professional opinion of the State Veterinarian would
make possible the salvage of 'part of a dead animal's value without endange:-ing
human or animal health. (Written approval of the State Veterinarian must be
attached)
Insect Control Checklist for Animal Operations
Source `111Se IIMI's (o coulrol lusecls Sile Specific Practices
Liquid Systents
Hush Gullers Accwnulation of solids O Flush system is designed and operated
sufficiently to remove accunutlatcd solids fro►n
gutters as designed.
O Remove bridging of accumulated solids pt
L ►goons and hits crusted Solids Ife' Maintain lagoons, sculing basins and pits where
pest breeding is apparent to ntinintize the
crusting of solids to a depth of no more than G -
8 inches over snore than 30% of surface.
fxCessive Vcl;clative Decuying vegctatiott Maintain vegetative control along banks of
Glowil► lagoons and other impoundments to prevent
aceunullation of decaying vegetative miller
along waler's edge on impoundment's perimeter.

Swine Farm Waste Management Odor Control Checklist
Source cause IIMI's to hliniwizc Odor - - Site Specific Practices _ - _—
Farmstead Swine production 1 Vegetative or wooded buffers;
�l Recommended best management practices;
Good judgment and common sense
Aaimal body surfaces • Dirty manure -covered animals Rf Dry floors
Floor surfaces • Wet Immure -covered floors Slotted floors;
.Y Waterers located over slotted floors;
C1 Feeders at high end of solid floors;
Scrape manure buildup from floors;
Cl Underfloor ventilation for drying
hlanure collection pits 0 Urine; 2' Frequent manure removal by flush ►tl rechar � ,
• Parlial microbial decomposition or scrape;
Underfloor ventilation
VC111111ion a\IIi1e1S1 Ii111S •:'�N�1►Ial1lF baS :rj - �:`! . +x:T jt; a: ;F 1thit.maintenance; -
DIISI 41 .' ,.r........
_ ��s'I'licieiit air movement
Indoor surfaces Dust PP Waslidown between groups of animals;
n Fecd additives;
0 Feeder covers;
n Feed delivery downspout extenders to feeder
covers
Flush links • Agitation of recycled lagoon O Flush tank covers;
liquid MIN tanks are filling Cl l-sxtend fill lines to near bottom of tanks with
anti -siphon vents
PluAh alleys • Agitalion during wastewater O Underfloor flash with underfloor ventilation
conveyance
Pil Icclrarge points Agilalif! p �s i ` . In nC.11. ► nn ul'pils
j:ta�` JiJfll tY3ii(s 115' lI I f: a+"' .IE
•.
Lift mationa Agilalioli ehlring bifrll► 1 It ' 6.. • =Ci' ` uliih'lunk �ti�i ' pt s '
filling and drawdown
Outside drain collection Agitation during wastewater Cl Box covers
ur juncliun boxes conveyance
A100C - lduvemher 11, 1996, Page 3

Source. Cause BMPs to Minimize Odor Site Specific Practices
End of drainpipes at . Agitation during wastewater er E-mend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces . Volatile gas emissions; JW Proper lagoon liquid capacity;
• Biological mixing; _,,E'J Correct lagoon startup procedures;
• Agitation
,C�1' Minimum surface arcs -to -volume ratio;
Minimum agitation when.pumping;
O Mechanical aeration;
n Proven biological additives
litigation sprinkler
1 ligh Pressure agilation;
IFT
Irrigale on dry days with little or no wind;
nozzle
•
Wind drift
Minimum recommended operating pressure;
Pump intake near lagoon liquid surface;
O
Pump from second-slage lagoon
Storage lank or basin
•
Pat-lial microbial decomposition;
L1
13ollom or midlevel loading;
surl.Ice
0
Mixing while filling;
Cl
Tank covers;
•
Agitation when emptying
❑
Basin surface mars of solids;
Cl
Proven biological ail(Illlves or oxidams
Sellling basin surface
0
Partial Microbial decomposition;
❑
Extend drainpipe outlets untlernealh liquid
•
Mixing while filling;
level;
•
Agitation when cmplying
O
Remove settled solids regularly
Manure, slurry or sludge
•
Agitation when spreading;
❑
Soil injection of slurry/sludges;
spl-caller
0
Volatile gas emissions
O
Wash'residual manure from spreader after use;
n-
Proven biological addilives or oxid:mts
hicoverud Immure,
a
Volatile: gas emissions while
O
Soil injection of slurry/sludges
shiny or sludge on field
silt fi-IceS
drying
f_l
Soil incorporation within SIR hrs.;
fl
Spread in thin uniform layers for rapid drying;
0
Proven biological additives or oxiclaws
Dead animals
•
Carcass decomposidou
,L;r
Proper disposition nf(:amisses
Dead allimal disposal
0
Carcass decomposntoll
❑
Complete covering of carcasses in burial pits;
(1115
❑
Proper location/construction of(lisposill Ails
bre inel:olns0
Incomplelc combuslion
CI
Secondary stack burners
Alum( - November 11, 1996, Page I

Source -- - Cause IIMI's to Miuiulizc Oder — -- — Site Specific 1'raclices
Standing water around • Improper drainage; Grade and landscape such that water drains
facilities • Microbial decomposition of away froth faciliucs
organic matter
Manure tracked onto • Poorly maintained access roads f unn access road tnaintcuancc
public roads iiom farm
access
Additional Informaliolt
1 tloti.S,. �f 1 i
Swine manure til.magunuU ltul�/ M Pttckc
Swine Production farm Polculial Odor Sources and Remedies ; t.-BAE Fact Shect
Swine Production Facility Manure Management: flit Recilarge - lagoon Trcalment ; FBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - lagoon Treatment ; CBAB 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; CBAI: 103-83
Callbralion of Manure and Waslewater Application Equipment ; EBAC fact Sheet
Controlling Odors from Swine Buildings; 1`111-33
Environmental Assurance Program ; NI'I'C 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
',.. ���•�,�M�..•�Ira��yw�er�e•.�,��l��ik-,x�IR`p `+:i .;,�:.•�'4.. µ��":tii:'n,.i�_•..;'�f:^9�l►;
Available from :
NCSI1, Gnn►ty lixlension Center
NCSIJ - BAH
NCSIJ - BA
NCS11 - I1AE
NCS11- BAH
NCSIJ - BAE
NCS0 - Swine Cxtcnsion
NC fork Producers Assoc
NCSIJ Agri Communications
Florida Cooperalive Extcusion
AA• OC - Novcmbcr 11. 1996, Page 5

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ *0 315 3fo 0
E' 1 ERGE�TCY MANAGE1'V1ENT SYSTEM 911
SWCD `�l c (o A /.;L v
NRCS IN I9b 2 , 2
-- 'This plan will be implemented in the event that wastes from your operation are Iealdng,
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 accesm'ble, location for all employees at th-
v 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 waste 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:
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 flowing
leaks -possible action:
a. Dig a small well or ditch to catch all seepage, put in a submersible pump, and pump
back to 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 therextent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional office;
Phone `h a After hours, emergency number: 9l'? 13 3 '-Vq;- 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 911.
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number 17 1 o R9t .21 L{3, local SWCD office phone number
qio and local MRCS office for adviceltechnical assistance phone number
4. If none of the above works, call .911 or the Sheriff s Department and explain your problem to
them and ask that person to contact the proper agencies for you.

5. Contact the contractor of your choice to begin repair of problem to n ' umiae off-site
damage,
a. Contractors Name: o
b. Contractors Address:
c. Contractors Phone: _ 9/9 6210
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.)
LT
a,. Name: JIM(ovi d,,AkPs)
• b. Phone: I'D 590 — .-2 -7e) A
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
damage, repair the system, and reassess the waste management plan to keep problems.
release of wastes from happening again.