710095_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.
I. Farm Number: 71-0095
2. Facility Name: JK Barnhill Teachv Farm
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 9'4d2'1P oF'ik'Hr--I L+S
City: �BNWs.,-x r� w State:
Telephone Number: 910-540-3273 Ext. E-mail:
5. Facility's Physical Address: 1150 Andalusitm Trl
Certificate Of Coverage Number: AWS710095
James Kenneth Barnhill C�
sc, Vk Zip: 49526 1.."f:`\�4
City: Burge w State: NC
6. County where Facility is located: Pender
7. Farm Managers 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): o �h
�E r."A_' 1-\o� yr oo
11. Lessee's Name (if there is not a Lessee, write "Ndne' ):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Wean to Feeder
Operation Types:
Swine
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gills
Other
Cattle
Dairy Calf
Dairy Heifer
Milk Caw
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
Zip: 28425
Murphy -Brown LLC
Phone No.:
a\\O _.
Allowable Count
5,200
OIC #: 996568
\ Lo\`01
Dry Poultry
Other Tvpes
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep - Shecp
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 Feet)
Design Freeboard
'Redline"
(Inches)
t
tqq 3 - \ t
C \c—
(tFl`i ) C6
19.50
2
q93 14
C
3
aL S
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.IOC(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: 'Tory)
of f.'./• 1�Q� 1/); I I
Title:
Signature- L,//�7
a �..• ��✓`�'
Date:10/
Name:
Title:
Signature:
Date:
Name:
Title:
Signature:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Animal Waste Management System Operator Designation Form
Facility/Farm Name: J
WPCSOCC
NCAC 15A 8F .0201
r c
_VC— le K')
Permit#: _' fb— FacilityID#: -�� County: �--9
Operator In Charge (OICC)) 1
Name: \4,1--h �-'t \7 . )'�
Last
Jr, Sr, etc.
Cert Type /Number:
\002(py q
Work Phone: (6
�tD)54D � — D,DS
Signature://V)�
�' I �!t%��
Date:
0 P
h
" I certify that I agree to my designation as the Operator in Charge for the facility noted. I understand and will abide by the rules
and regulations pertaining to the responsibilities set forth in 1 SA NCAC 08F .0203 and failing to do so can result in Disciplinary
Actions by the Water Pollution Control System Operators Certification Commission."
Back-up Operator In Charge (Back-up OIC) (Optional)
Firs! Middle Last Jr, Sr, etc.
Cert Type / Number: Work Phone:
Signature:
Date:
"I certify that I agree to my designation as Back-up Operator in Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities set forth in ISA NCAC 08F .0203 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Owner/Permittee Name:
Phone #:
(Owner or authorized agent)
Mail or fax to: WPCSOCC
1618 Mail Service Center
Raleigh, N.C. 27699-1618
Fax:[phone]
Fax#:
(Retain a copy of this form for your records)
Date:
Revised 812007

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
JK Barnhill Teachey Farm
James Ken Barnhill
745 Piney Woods Rd.
Burgaw, NC 28425
12-12-2010
This plan has been developed by:
Gibson Patrick Fussell
Private TSP
PO Box 315
Rose Hill, NC 28458
910-282-7362
Developer 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.
Signature (owner)
Signature (manager or producer)
(l wS
Date
I as Iz>
Kate
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Specialist Signature Date
------- ------ - - - -- ------- - -- -- ---....--- ---- - -- -
278579 Database Version 3.1 Date Printed: 12-12-2010 Cover Page I

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
2288
Incorporated
3929
Injected
4326
Irrigated
2486
Max. Avail.
PAN (lbs) *
Actual PAN
Applied Ohs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
I Volume Surplus/
I Deficit (Gallons)
Year 1
2,486
2725
-239
1,088477
-95,177
Now 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.
278579 Database Version 3.1 Date Printed: 1242-2010 Source Page 1 of I

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 Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
T7045
I
2.75
2.75
N/A
Woodington
Fescue Ray
4.0 Tons
T7045
2
1.84
1.84
N/A
Woodmgton
Fescue Hay
4.0 Tons
T7045
3
3.21
3.21
N/A
Wwdington
Fescue Hay
4.0 Tons
T7045
4
1.95
1.95
N/A
Woodington
Fescue Hay
4.0 Tons
T7045
PLAM TnTAI
Subl
c•
6.00
I 9<
6.00
i<x
N/A
Woodington
Fescue Hay
4.0 Tons
LI
< 2
Potential Leachiniz
Low potential to contribute to soluble
nutrient leaching below the root zone.
Technical Guidance
None
>= 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 soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned. Other conservation practices that improve
> IO
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).
278579 Database Version 3.1 Date Printed 12/12/2010
NOTE: Symbol * means user entered data. PCs Page I of I

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.
Waste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
APplic.
Period
Nitrogen
PA
Nutrient
Re4'd
(Ibs/A)
Canm
Fed.
Nutrient
Applied
(Ibs/A)
Res.
pbs/A)
Applia
MetWd
Manure
PA
Nutrient
Applied
(Ibs/A)
Liquid
MwureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
T7045
1
S5
Woodington
2.75
2.75
Fescue Hay
4.0 Tons
8/1-7/31
173
0
0
1 Irrig.
173
69.10
0.00
190.031
0.00
T7045
2
S5
Woodington
1.94
1.94
Fescue Hay
4.0 Tons
8/1-7/31
173
0
0
Irrig.
173
69.10
0.00
127.15
0.00
T7045
3
S5
Woodington
3.21
3.21
Fescue Hay
4.0 Tons
8/1-7/31
173
0
0
Irrig.
173
69.10
0.00
221.82
0.00
T7045
4
S5
Woodington
1.95
1.95
Fescue Hay
4.0 Tons
8/1-7/31
173
0
0
Irrig.
173
69.10
0.00
134.75
0.00
T7045
Subl
S5
Woodington
6.00
6.00
Fescue Hay
4.0 Tons
8/1-7/31
173
0
0
Irrig.
173
69.10
0.00
414.62
0.00
Total Applied, 1000 gallons
1,088.38
Total Produced, 1000 gallons
993.20
Balance, 1000 gallons
-95.18
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.
2785" Database Version 3.1 Date Printed: 12/12/20 WUT Page 1

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
T7045
1
Woodington
0.40
1.0
T7045
2
Woodington
0.40
1.0
T7045
3
Woodington
0.40
1.0
T7045
1 4
lWoodington
0.40
1.0
T7045
I Sub
lWoodington
0.40
1.0
278579 Database Version 3.1 Date Printed 12/12/2010 IAF Page 1 of 1
NOTE: Svmbol * means user entered data.

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 ofanimals 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
Mimmum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Com 120 bu
1 I50
13, 16
13.24
26.47
39.71
ay 6 ton R.Y.E.
1 3001
26.32
6,62
13.24
19.85
Soybean 40 bu
1 160
14.04
12.41
24.82
37.22
................ _---------------- .._._._.._._________________._.._______.____....__.._______.............. _______-....
_
278579 Database Version 3.1 Date Printed: 12-12-2010 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 thatthe plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Source Name
Swine Nursery La oon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
149
1
2
121
1
3
90
1
4
60
I
5
29
1
6
19
1
7
48
1
8
97
1
9
147
1
10
180
1
I1
180
1
12
180
* Available Storage Capacity is calculated as of the end of each month.
278579 Database Version 3.1 Date Printed: 12-12-2010 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
- -- ------ ----
278579 Database Version 3.1 Date Printed: 12/12/2010 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.
-- --- -- ----- - -
278579 Database Version 3.1 Date Printed: 12/12/2010 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.
278579 Database Version 3.1 Date Printed: 12/12/2010 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.
- - --............ - -- - ----- -- ----- --------- - - -
278579 Database Version 3.1 Date Printed: 12/12/2010 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1, 2, 3, 4, sub
Fescue: Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
in the Coastal Plain, tall fescue can be planted Sept. 1 to Oct. 15 (best) and Feb. 15 to Maz. 20. For
pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 lb/ac. seed. Use certified seed
to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in
mixture with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; use
ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime, phosphorus, and
potassium recommendations. Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply
N for mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lb/ac. N to
pure -stand fescue for hay production; reduce N rates by 25% to 50% for grazing. Apply N Feb. 1 to Mar.
20 and Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
- --
278579 Database Version 3.1 Date Printed: 12-12-2010 Crop Note Page I Of

ConnectGIS
Page 1 of 1
Name:
Deed:
Address:
Zip:
Deferred Value:
Neighborhood:
Property Address:
Parcels
BARNHILLJAMES KENNETH
3238-87-8674-
JR et al
PAN' 0000
Sale Price:
Deed
1928/116
8/15/2002
Plat:
Date:
745 PINEY WOODS RD
City: BURGAW
State:
Land
Building
28425
44634
Value:
0 Total
Value:
00 Tax
Codes:
ANDALUSIAN TR Acres:
Property Description: 49.30 AC PB 16/35 SR 1411
1.711 feet
520000
00160035
NC
172085
Value:
ALVIN DEBOSESUBDIVISION
216719 Subdivision:
G01 F21 R40 Zone:
RA
49.3 Township:
BURGAW
Pender County GIS
lnl a] s p aarcc» Me r enkf,. c r al orcppt�
3Jn1.l Dee iI15i -, rdc e, i:C J-Is'an
cven Ue 0 D M ora ".f ,' [cr]s ana
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LAGOON SITE SOILS INVESTIGATION
PROJECT: FIELD INVESTIGATION BY: DATE:
SITE SKETCH
Sin
z
�
©
O
I
BORING
DEPTH
SCALE
WT
-V
BORING NUMBER AND PROFILE
>
f
/' Z
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H0771rV 5ilNO
Z b'
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(v 7. S
G,zir Ot.+✓tG iA.wr Cesar
- 9'
17<Gtai ANar CAr
i
G
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r
BORING / SAMPLING
METHOD:
CcwrGr rrF/a,r�s i��—
_PY P gfkI
ORFiNGf ✓,4;,f /H^)Y'i &.47 C�'Itl
pc Gt`ai Gn r.idrat C•,i�
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4�
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re'.c r:,,,c ;e y•--
edfi4 ��y,
Gr (.lWoy f""m ' ,C'ryf
�
isR+'7 5af 5<+<Jo 'i
SIGNATURE:
---___... _.___
—

O
n•
°CP
PROJECT: AI F�FO"PQT NURGF-y
SOILS INVESTIGATION WORKSHEET SOILS NVESTIGATION DATE;
a
ELEV.
TEST HOLE #$S
E.G, Q a• I Z
SHWT Wf CLAY
TEST HOLE #$ Ca
E.G, � 7. ( I
SHK? WT CLAY
TEST HOLE #$ 7
E.G. Co. ��j
SH Wf WT CLAY
TEST HOLE #2V8
E.G.- GI Lo.23
SHNT Wi CLAY
TEST HOLE #5
E.G.-
SHWT W'f CLAY
n,
TEST HOLE #6
E.G.-
S4WT WT CLOY
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Operator:=======_======_======_======;J TEACHEY
County:== _____________________------FENDER
W09/96
� st.to nearest residence (other than owner): 1500 ft.
sows (farrowtofinish):===
sows (farrow to feeder): eder):===
head (finishing only):=
sows (farrow towean):
head (wean to feeder):
Ave. Live weight for other operations(lbs.)=_
Storage volume for sludge accum. (cu. ft): = =•
Treatment Vol ume(min.1 cu. ft.Ab.)===___
25Yew — 24 Hour Rainfall (in.)===_____====:_.
Rainfall in excess of evaporation (n.)===__ .
Drainage area of buildings & lots (sq. ft_)=:>
Volume of wash water (gallons/day) == == _ _ _ _ _=:-.
Temporary storage period
Freeboard
Side slopesfinside lagoon):================:
Inside top length
Insidetop width
Top of dike elevation
Bottom of lagoon elevation ft):===_________.
Seasonal high water table(SHWT) etev.(ft.):
Total required volume:===== ______= 12'498cu.ft.
.Actual design valurne: _____ _ 140778 cu. ft.
Stop pumping el.(• or = to 95.5 ft.SHWT)::.
(:_- or = to 97.5 it. M1n i
Required minimum treatmentvolume: 78000 cu. ft.
Volume at stop pumping elevation:
5tartpumping
'lirie i spiii iny elevation:vuaLUf A uw� vvii.niic icuu w"y. —'4hr r.-In:
NOTE: Verify that temp. storage is adequate-
Req. volume to be pumped:===
Actual -volume to be pumped
1.0
7.5
7.0
180
1.0
3.0 : 1
210.0
120.0
101.5
91.5
95.5
97.5
79272 cu- ft.
99.7
nn ran 61fz.
1 CC! t O . It.
12�8 cu. ft.
33748 cu. ft.
43506 cu. ft.
**TOTAL VOL O.K.**
110.42%
**TRMT. VOL O.K.**
101.6`3%
**STORIb1 STOR. O.K.**
101.83%
**TEMP. VOL O.K.**
128.91%
pi0080133004 ci

per: rr& T'EACHEY
County:
PENDER
Date:
05/09/96
istance to nearest 'residence (other
than
owner):
1500.0
'feet
AVERAGE LIVE I,II::IGHT
(ALW)
0 sows (farrow to
finish)
x
1.41.7
lbs.
0
lbs
0 sows (farrow to
'feeder)
x
522
lbs.
0
lbs
0 head (finishing
only)
x
1.35
lbs.
0
lbs
0 sows (farrow to
wean)
x
433
lbs. -
0
lbs
2600 head (wean to feeder)
x
.30
lbs.
78000
lbs
Describe other is
0
Total Average Live Weight _ 78000 lbs
1. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume - 78000 lbs. ALW x Treatment Vo:l.ume(CF)/:Lb. ALW
Treatment Volume(CF)/I.b. ALW 1 CF/lb. ALW
Volume = 78000 cubic: 'feat
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume 0.0 cubic 'feet:
1.. TOTAL DESIGNED VOLUME
Inside top length (feet)-_..---.---_._....._..._._......-_....._-.....-.-.- 210.0
Inside top width(fr-et)---------------------- 120.0
Top of dike elevation (feet) ----------------- 101.5
Bottom of :Lagoon elevation (feet) __..__.._.....-_...._.._..--__ 9:1.. [r�
Freeboard(feet) ----------------------------- 0-1
Side slopes (inside lagoon) ------------------ 3.0 n :I.
Total design volume using pr:ismoidal formula
SS/EN:DI. SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 204.0 114.0 9.0
AREA OF TOP
LENGTH * WIDTH =
AREA OF BOTTOM
LENGTH x WIDTH =
150•.0 60.0
23256 (AREA OF TOP)
9000 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH ao- WIDTH m 4
177.0 87.0 61.596 (AREA OF MIDSECTION '* 4)
CU., FT.. CARI:_A TOP + (4*AREA MIDSECTION) + AREA BOT'TOM3 DEPTH/b
23256.0 61596.0 9000.0 I.,. `.:r
Total. Designed Volume Available = 140778 CU. FT.
M00801300492

- lPORARY STORAGE REQUIRED
DRAINAGE AKEH:
Lagoon (top of dike)
Length * Width =
210.0 120.0 252@0.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 25200.0 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 = 78000 lbs" 8LW/135 lhs" ALW * 1.37 gal/day 180 days
Volume = 142480 gals, or 19048.1 cubic feet
5B Volume of wash water
�
This is the amount of fresh water used for washing floors or vplome
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 *
Volume = 0"0 cubic feet
180 days st"rage/7.418 gallons
per CF
50. 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 * DA / 12 inches per foot
Volume = 14700"0 cubic feet
M00801300493

D
7.
plume of 25 year. -- 24 hour storm
Volume = 7.5 inches / 10 inches per foot of DA
Volume = 15750.0 cubic feet,
TOTAL_ REQUIRED TEMPORARY STORAGE
5A.
1.9048
cubic
feel,
5B.,
0
cubic
feet;
SC.
14700
(:pubic
feel;
5D..
1.5750
cubic
feet:
TOTAL 49498 cubic feet:
SUMMARY
Temporary storage period ---
180
days
Raxnfall in excess of evaporation----)
7.3
inches
._ _
c1 Pli year 24 hour ray.nfa].1.====____=___=.:=.:_=-,-:-..::::_.:
_-_::)
5
l..-,
inches
1.0
feet:
Snide ::Lopes>_==______________________________________.__=_:_::_-.:-:::::_:_:>
3.0
2 :I.
Inside 'top
210.0
feet.
Inside top w:idth______
IRO.0
feet
Top of dikeelevati.an:::::-:::_:=-:::.::.::.::. .:.__-_-___°_:_--_=_--
->
101.5
,feet,
Eottom of lagoon elevat.i.on=====-=_____°°_°__:::::_-:°:
=>
91..5
feet -
Total required volume---- ...
127498
cu. ft,.
Actual design volume====--_::_=_-=-____= ____-_____=___:::::=._:-)
140778
cu. ft..
Seasonal high watertable elevation (SNWT)
====>
95.5
feet
Stop pU011:1i.'itCl
`)%..;]
'LeEYt
Must be ) or - to the SNWT elev_ _______________::=>
95.5
feet
Must be > or == to min. req. treatment
el. :)
97.5
feet
Required minimum treatment volume===-.:=-__-_____-___>
78000
cu., ft.
Volume at: atop pumping elevati.on=====_____=-=____=-)
79272
cu. f%
Start pumping el.ev.::=::_-_:::::::::_::_::__::::___::__:_::__-_____:::_
__:_ _>
99.7
feet
13
Must be at bottom of freeboard & 25 yr. 'rainfall
Actual volume less R5 yr.- 24 hr. rainfall-) 125028 cu. ft.
Volume at start pumping elevati.on=:=:-:-_._::_:_::____°> 122778 cu. ft.
Required volume to be pumped::-:=--.-_°_-= __-=> 33748 cu. ft,. N
Actual volume planned to be pumped= -.__:_::.-_:___> 43506 cu. ft:..
Min. thickness of soil liner when required==,=/)I. ' �1.5®�f�r�el;
DESIGNED D BY: APPROVED BY:rj ///eCC(�//t-a�"""�
DATE.,
DATE:,, �i41g4
NOTE:g SEE ATTACHED WASTE: UTIL..IZATION PLAN
COMMENTS::
M00801300494

SHEET I OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT- LAGOONS
------------------------------------------------------------
OUNDATION PREPARATION::
------------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulde'rs,sod and rubbish.,
Satisfactory disposition will be made of all debris. The t:op<_soi.l. 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 fi.'r=_st. :Lift of fill material to get a good bond.
EXCAVATION AND EARTHF:I:L L PLACEMENT,.,
--------------------------------------
The completed excavation and earthf:i ll. shall conform to the lines,
grades, and elevations shown on the plans. Ea'r'thfill material, sihal.l
be free of ❑}aterial such as sod, roots, frozen soil, Stones Over
Li inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can he used as fill. The fill
shall be brought up in approximately horizontal layer's not to exceed `i
inches in thickness when loose and prior to compaction. Each layer
will he 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 mate'r:i.al. :is observed
to consolidate to the point that se'l-tlernr.=rrt is not readily de'I,r9c.t:LIJ.LB.
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 to - a rimpoundment
capacity of 10 jurisdiction I 'r r the NC,
acre-feet or n��:ii'�:� fall under tl'rc: ri•t: dic,l.�n of
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.,
L-INEERs THE MINIMUM REQUIRED THICKNESS SHALL_ BE:. 1.5 ft.
NOTEn LINERS (PARTIAL OR FULL_) ARE REQUIRED WHEN THE. ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATI_PiIAL. Is
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN TI"II:E DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.,
When areas of unsuitable materri.al 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 backfi.11ed
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.
M00801300495

SHEET 2 OF R
Soil liner mateari.al 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
n the hand it will form a ball which does not readily separate. Wager
ial.l be added to borrow as necessary to insure proper moisture content:
during placement of the liner. The moisture content of the liner.
mat:er:ial. =_shal.l not: be less than optimum water content during placement..
The maximum water content relates to the soil mart:er:i.al being too went:
for efficient use of hauling equipment and proper compaction. Properr
compaction of the liner includes placement :in 9 inch lifts and
compacted to at least 90 percent of the maximum R>.'_7PI D693 Dry Unit:
Weight: of the liner material.. When smooth or hard, the previous lift
shall be scarified and moistened as needed before., placement or the next;
lift.
The single most important factor affecting the overall compacted perms.,.._
ab:i l i.t:y of a clay liner, other than the gyps-_ of clay used for the
liner, is the effi.c.ient 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 mo<st clay soils, a tamping or sheepsfoot:
roller :i.=_s the preferable type of compaction equipment.
The so:i.l liner shall be protracted from the discharge of waste outlet
pipes. This can be clone: by using some type of energy diss:i.patortrocks:.l
or using flexible outlets on waste pipes.
Alternatives to soil liners are tliners s syrrt-he: berrt.oru."F;� e<te..arr-..
'.Ji7iz'ii these are specified, aeldi.'-to'i;al i_crnatrcu--Lirii specifications are
Co
nstruction included with thisConstruction
CUTOF TRENC:H::
fl cutoff trench <shal.l be constructed under the; embankment area when
shown on a. typical cress 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 '.loon as possible after const7'r`uc..
t;:ion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. 'Temporary seeding or mulch
shall he 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 seceding dates.
REMOVAL OF EXISTING TILE DRAINS
---------------------------------
Witten tile drains are encountered, the tile wi.l.l be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be bac:kf:i.l.l.ed and compacted with good material such as
SC! CI..., or CH..
,yo=1300496

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
`---------------------`-------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
luid 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 he
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"
R. 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 pomp -out of the lagoon when fluid level
reaches the elevation 59"7 as marked by permanent marker. Stop pump --
out when the fluid level reaches elevation 97"5 " This temporary
storage, less 25 yr- 24 hr storm, contains 33748 cubic feet or,
252436 gallons"
M00801800497

SHEET 2 OF C
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.
, Keep vegetation on the embankment and areas adjacent to the
lagoon wowed 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 Managementv has the responsibility for enforcing this law"
m0D801300498

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
150.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR NET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO UOVEMDEC 30
FEBRUARY 1 TO MARCH 30
75.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
150^0 LBS. 'yENnACnLA' BAHIA GRASS AT 60 LDS,/ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
P0.0 LBS. HULLED COMMON BERMUDA GRASS AT 9 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
25^0 LBS" UNMULLED COMMON BERMUDA GRASS AT 10 LBS"/ACRE
SEEDING DATES: JANVARY 1 TO MARCH 30
100^0 LBS" RYE GRASS AT 40 LBS,/ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS"
APPLY THE FOLLOWING:
2500"0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
5"0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
250^0 DALES 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 BAHI8nRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA RE INCLUDED TO PROVIDE COVER
UNTIL BAMIAnRASS IS ESTABLISHED.
M00801300499

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Im
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way.
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s
r
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r
y
t
o
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M00801300500

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51116$qR-20
w""

LAGOON SITE SOILS INVESTIGATION
PROJECT:
FIELD INVESTIGATION BY:
/-
/1 DATE:
SITE SKETCH
I
m
I
I
BORING
DEPTH
SCALE
WT
BORING NUMBER AND PROFILE
/
-
t/
'�
r
9 ! �
— ---'---- F - --; - --- ---- - I
-- -I� --�--- --JL�
[7BORING/ SAMPLING METHOD: ; SIGNATURE
—
MOOS 013 0 0 b 91

----------------- --
Dist.tc, nearest
30ws
hing ony).= vLad Tin is.' '
E3ol.3is OR r o 1,-j t c -,I- P_ 9 n)
Ave. LWO- WA-ight for ohhei
-.,(o " u rn G far G-1 u d a z ac, c u n -, (cUz.
-2atmnt VcAurr­;o (rnl;n. GU.
,IT v 24 H'Imax, Rainfail
i ;n excess of evaporation (in.)=
Drainage arua of buildings !eLG (sq. ft.)
In ia of
Tampoiaiy storage rieried
'_side slopes Uris;Ide
Insick- top lent
Ins We- top width
iopof dikcc3lo-vation
Bottornof lagoon efevation
SeRsonai 'nigh water -[a1Hs(-3rHW7,)
INital required volume:===== 12645K3
ACLLJaI design VOIL11-De 138rA9 CU.
)L
!?iol:)Purnpinq ei-(-. or = to W.3 ­n1.SH'Orj-).__-
(::. or = to ft.kffin.)
Pk-!, iu;-t-d minir-num treStr`llgnt VOILIFVII�: 78 A30 cu.
It
Volilrrip at stop purnping elevation- 7 8 6 18 cu.
ft.
St-,Ir'L jDUrnping efev.:
M tu I 11ping 91�-VULIUTI, u.
1-1.
Anival vokirne less 25yr-24r-ir rain. 2 3- 136,
ft.
11, i�T F - Vr- r ifly that ta n in r4 ti-31- a c, a j E; F, j- j I I k_jj :m
----- -----
U =',3244 cu.
ft.
Actuai volums to he pumpsd­­ 422-zY2 ­J_ ft
I ; f)
i J-,
10 211Y. o_
10PAGX,
"A7*TL*ATV . ,
� I n-W.KA
I Orj_49 CA"
s'...'STORIN-1
10 _8 4 -J_'�
V(Di-
12 7. 0 25,"
M00801300692

Osrat:rv! TEN[4EY Co.nty: PENDM T"te: K/39/9�
?ist ce 4. :eareso resiaerce (vtter tha: owner): 158B.8 f*at
yalume = 78050 Ms. ALY x Treatuext v,A:ue(CF>/jb, AL..
Tre&tment PLO
�ol:ma = 78@BB cubic feet
STDRME VDLUME FOR SLMDGE A[CUMULATIM!
Volume = 0"5 cubic feN.
TOTAL DESIGNED VOLUME
AREA OF TOP
LEHDTH * WIDTH =
l49^� 151"@
AMP Oc ICTTD!
LEKGTK * WIDTH �
25,0 97"�
22490 (AMA OF TO?)
9215 !AREA OF BOTT2H/
AMA OF Kf2SECTIM!
LENGTH * WIDTH * 4
122.� 124.11''i GQ5A2 (AMA D: KDSE[T= * 4)
[AYE4 TOP n (4*APE0 APEA UTTSK] DEPM/�
2P499.Q GD512.�
M8DSO1300693

�8AIHAD� A3�A:
1pi5.0 157.� �4�3�.G squars feet
2�il�i��s (�ocf an� int w�ter)
�.8 sq�are feet Descri�c �tis ure�.
TVT...
L DA 243Z5.O s;�a.e �*at
Des��n �eaPcrar� stor�De parioJ to be 1�% Jays.
��, Volumc of was�e pro6uced
Fecrs & urine prod:cti�o in g�l./dey Per ��5 lb. ALW 1.37
Vclune = 78000 l�s. 4L@/135 lbs, AL— * l.�7 gal/day 1�8 �uys
�zlume = 1�24�@ gals" cr �904P^1 cubir feet
��" V�l��e of wash �ater
This is the *mount n� fresh watpr used for �as�ing fl�o�s or vo�Ame
o[ �,esh wa+er uspJ for a flush system" Fl�s� systess that recircul*te
the lagoon water are acccun�ed fnr in 5X.
e
18@ J�ys s�cra�e/7,48 �alipcs
�C. Vol�me vf rainfall in axcpss of evaporati�n
�se psrio� uf time when rainfalcn by �ar�est aoourt.
1�0 �ays excess rainf�ll = 7,� inc��es
�ol:me = 7.0 in * DA / 12 isches |�e, [oui
�c�uop = 1419�,� cubic fect
MDO88l30D694

�o���ne = 7.5 inc�es / i� inchos Ppr fcut * DA
Vol�oe = l5209,4 cubic fect
5A. 190'8 c:�ic feet
5C. iA I95 cvbfee�
5D. �5et
TDT0L 484�3 cxbic fee�
N3TE: SEE ATTAC8. :D �ASTE C�lLIZAO�� �L�H
CC�JEHTS:
14008013O069r)

.�s �aundatip: area cf t�e l��a�n eo��nk�ex� and �xi��i��� paJ s..^l� te
C�ti�f�rtory �isPosi+icn
t��e �i��e azc| �aJ aress. �fter strippi��, �h� fo/nJa�icx area �f ths
�u�uc� em�apkment a� ��i��in� �e� si��� be ticro��hly l���acd Prior
to ���cin� t��e firs� lift of fill eateria� to �st a �ccd �c'd.
�yCA��TIJi� AH� E�RT�FILL �LACE!1EKT:
— ` -- -- ------------'----------
�r�Jes, an� ele�aticns shor on Jlan�. �arth�ill mateial cha��
�e �ree cf oater��l suc!� �s sod, ropts, �czec soil, s��ces over
6 ���ct*s ir Jiaweter� a/�� vther o�jec�iana�le o��*ri��. �o �he vxte..t
they are ssi�*�le, cxr��etcJ ma�erials c�: bz :se� as �ill. The fill
shall �e bro��t� up in ���rcximately �orizcnt�� la�crs pot to cxcsed �
ixc�es in ��ickn�ss whs� l��se unJ prior �� compaction. E�ch �ayer
will be compacte� by comp�ete covrr:�e »it� �kz �au�in� anJ sPrcadin�
e4uipuent rr s�an�ard �a�pir� r�lle/ olent metha�.
Ccm�acti�n J. l lb ojserve�
�o consolidate �a the pointscttlepa�t� is nct raa.i�y d��ectible
M�T� THE SP[CIAL REQUIREM[NT� FD|IKER
SECTION PF T|1IS SP[[IFICATIPN. The rm�*nkcent af t!.e A. I ucn sha�l �e
inst�l�eJ using �ke more ous mat�rials from the reqeired
�xc�vztions. �c:structicn �f fil� !�eiy�ts s���l i»clude 5 percent fa�
�ettleoont. D�kes uver 15 fee� in height an� with en im�n�njment
ca�acity of 10 acre-feet �r eure fall �nder the juris�ictic: �f
Dac Safe�y L��. Th� height is dsfined as the �if�c��nca i� e�e�atic:
frzu �he c�nstructed he�gti �v tie dcanstream toe of t!�e dik�.
Preca�tic:s shall �e �a�en L.xri:g construc���n to Pre�ent excessiv�
erosion *nd sedimenLa�ion.
LIX�R: THE MINI�U� PE�Ul�ED TklCKN�SS S:�LL �E 1.5 !t.
�%TE: �IHERS (PARTIAL OR F�LL} 0RE PEQUIRED �HEN �K� �TTAC�E2 �OlL�
�SY�CT�G8TIO� REPORT SC IUDICATE.... ... W!�EX U�CSIT�9LE �AT[RI�L �3
... �!CD.NTERE� D�RIHG CDX;T�UCTIO�!, � TYPICA!C�DSS SECT��� OF �6� LINER
UIRE3
��e� �reas of �zsciiahle materia� ara enrcuntered, �he/ will La cvar-
exca�a�eJ �elow finish grade �u the s�eci�ie� de�t�� ^s ueas:red
'�ar�er�dicular i� ���e finis� �rac|e^ The fcundati�n stall �e �ack[i�lcJ
a� specifie� t� gra�e witt � �CS a��rpve� uaterial (ia CL,S�,��i).
���F�R TC TH� S0ILC IXV[STI3AT�3X IX�D%��T���� �� THE Pi.ANS FO� S��C�A�
0N0801300696

i, L U i i I.f A. 11 j i
M00801300697

The "�llcwing
iteus ara to be carried
owt:
strcng1y
recwmman6ed that
the treatuent
l*Buc: be P/s-
c5a.yed to 1/2
its capacity to prevent
excessive
p6010 darin,.1
the
of the initial
start-up. Pre-cha,giag
reduces
ccncentration
the ]agoo: thereby reducing
ndcrs,
Solijs shoule be
waste enterin"
covzred with
effluent at all times.
When
prpchargi:"
is cumplets/
flLsh huiljinys
with recycleJ lagoon
liquid.
Fresh
water snaUM nA:
Ow use� for
Honking Wter initial
fillirg.
R. Vhc attacked
waste utilization
plan sh011
"
101100" Tti�
yla' recuun/pnds
s*uylio] and testing
of Naste
(see
u�t�chme��t)
K'11/e !sac
appli��ticr^
3. Mgin Wyperary
storage Pzap-out
of the
1a9ec»
when Quiz leVel
reacKes the
eleVaMr 102.5 os narked
V
;nvmx�pn�
uArke:. Stad puop-
axK wtcn the
flviA level reaches elevaticn
l00,!
. This tenpurary
storaye, less
20 yr- 24 "r storm, ccnwins
3Z24�
cubic fes� cr
213662 galWns.
hiO0801300698

M00801300699

-11i � Ta Z � OaY vi 0 4 2. 2 ncvV..
N
VOLY THE FOLLOWTH0
2599,Z LB1. OF 10-10 Al PEATTL=4 &ATOP LBS./ACr�,
SIVA GALEO OF SMALL GRAIN STNPW 001 &=Wvnkk��
nLL OURFnCE DRAINS SHOULD DE INSTALLED PRIOR TO SEETAUG, �AAV:_:
ALL DISTURBED AREA TNrEAIAThnV AFTER EARTH ADVTNC 16
1!11:�� ;�.HV FERTILIZER THEM DKK TO PREPARE A 1 71 A TKU
.ICOTK SEEDBED, APPLY 2EED AND FlRn 52EDDED WITH A 1ULTIPACKU:
Pq SITILnK EUKIPMEAT. nPPLY MULGH "NO Rk=n nITK q NjLQ:
n=H9RJN3 TOOL OR NETTRAQ,
BnATAGRAW0 13 CLOQnk TO L!fnnLIQn lKnK =70:
KTANSAN wRnss. VHS! UUNC 0=4K, �: Z! =21NWYVU TAn
Di 31�NUOA DE !Knwl 7) T� vo5voV w3vz.
UNTT� TrAVAORATO is
M00801300700

SURGA
Ae
C..Y
-;; -,J ,
MOLLY SHELTER
GAME LAND
M00801300701

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear tends
to reduce operating pressure and flow. With continued use, nozzle wear results in an
increase in the nozzle opening which will increase the discharge rate while decreasing the
wetted diameter.
You should be aware that operating the system differently than assumed in the design will
alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging
of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines
will reduce operating pressure. Operating below design pressure greatly reduces the
coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout the
application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On a
windless day, variation between containers of more than 30 percent is cause for concern.
You should contact your irrigation dealer or technical specialist for assistance.
'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

OPERATION & MAINTENANCE PLAN
Proper lagoon 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 a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in 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 irrigated 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 fertilized 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 or 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 sidewalls, 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 of 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
7

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 overflow 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 occur 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.
4

• 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 level. (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.
• Don not pump the lagoon liquid level lower than 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:
s

• 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 phosphors, 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.

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) To - i 94 -` "2-k S
EMERGENCY MANAGEMENT SERVICES (EMS) qto - a59- \aX6
SOIL AND WATER CONSERVATION DISTRICT (SWCD) a to - a99 -gt23
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) (At O - 25q -t23
COOPERATIVE EXTENSION SERVICE (CES) cklo - 2_59 - t")-.35
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 flow 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 cause 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 siphon occurs.
d)
Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a)
Dig a small sump or ditch from the embankment 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 the lagoon bottom as soon
as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, 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 the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
C. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical 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 the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown LLC
b. Contractors Address: P.O. Box 856, Warsaw NC 28398
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 293 - 5330
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.

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (✓) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
() Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (✓) 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 Decaying vegetation (V)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
(Dry
Feeders Feed Spillage
() Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed
() Reduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewers grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal
() Eliminate low area that trap moisture along fences
Areas wastes and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal.
() 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).
MIC — November 11, 1996
10

Dry Manure Handling Accumulations of animal () Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles
() Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landowner Signature)
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
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production (✓)Vegetative or wooded buffers:
(V)Recommended best management
practices;
(V)Good judgment and common sense
Animal body Dirty manure ( )Dry floors
surfaces covered animals
Floor surfaces Wet manure -covered (V)Slotted floors;
floors (V)Waterers located over slotted floors;
(,')Feeders at high end of solid floors;
(V)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine (✓)Frequent manure removal by flush, pit
pits recharge or scrape
Partial microbial ( )Underfloor ventilation
decomposition
Ventilation
Volatile gases
(✓)Fan maintenance;
exhaust fans
Dust
(✓)Efficient air movement
Indoor surfaces
Dust
(✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks
Agitation of recycled
( )Flush tank covers
lagoon liquid while tanks
( )Extend fill lines to near bottom of tanks
are filling
with anti -siphon vents
Flush alleys
Agitation during waste
( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge
Agitation of recycled
( )Extend recharge lines to near bottom of
points
lagoon liquid while pits
pits with anti -siphon vents
are filling
Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste ( )Box Covers
collection or water conveyance
junction boxes
End of drain
Agitation during waste
( )Extend discharge point of pipes
pipes at lagoon
water
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
(,')Proper lagoon liquid capacity
Biological mixing
(V)Correct lagoon startup procedures
Agitation
( )Minimum surface area -to -volume ratio
(✓)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler
High pressure agitation
(V)Irrigate on dry days with little or no wind
nozzles
Wind draft
(,)Minimum recommended operation pressure
(✓)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC — November 11. 1996
12

Storage tank or
Partial microbial
( )Bottom or midlevel loading
basin surface
decomposition Mixing while
( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin
Partial microbial decom-
( )Extend drainpipe outlets underneath liquid
surface
position Mixing while filling
level
Agitation when emptying
( )Remove settled solids regularly
Manure, slurry or
Agitation when spreading
( )Soil injection of slurry/sludges
sludge spreader
Volatile gas emissions
( )Wash residual manure from spreader after use
outlets
( )Proven biological additives or oxidants
Dead animals
Carcass decomposition
( )Proper disposition of carcasses
Dead animal
Carcass decomposition
( )Complete covering of carcasses in burial pits
disposal pits
( )Proper location / construction of disposal pits
Incinerators
Incomplete combustion
( )Secondary stack burners
Standing water
improper drainage
(,,)Farm access road maintenance
around facilities
Microbial decomposition of
away from facilities
organic matter
Manure tracked Poorly maintained access (V)Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge --Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE703-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers
Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been reviewed
with me.
(Landowner Signature)
13

MORTALITY MANAGEMENT METHODS
(Check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial will be at least 300 feet from any flowing
stream or public body of water.
(✓ ) Rendering at a rendering plant licensed under G. S. 106 - 168.7
( ) Complete incineration
( ) In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture.
( ) 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 of the State Veterinarian must be
attached)
14

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 beat 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
1:1 El NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
11 El Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
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.
Signature of Farm Owner/Manager
Date
Signature of Technical Specialis Date

19

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