820210_Permit Renewal Application 2019_20190410

State of North Carolina RE-CEIVEWNIC6112COWIR
Department of Environmental Quality
Division of Water Resources! MAR2 5 2019
Animal Waste Management Systems W tar Quality
Request for Certification of Coverage Regional Opetadone Imo€
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: 82-0210 Certificate Of Coverage Number:
2. Facility Name: 3D Famt TDM #16
3. Landowner's Name (same as on the Waste Management Plan): Billy R Daughtrv_
4. Landowner's Mailing Address: 1960 Roanoke Rd
City: Clinton State: NC
Telephone Number: 910-567-6984 Ext. E-mail:
5• Facility's Physical Address: 1122 Roanoke Rd
City: Newton Grove State: NC
6. County where Facility is located: Samoson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
1
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Billy. R. Daughtry
11. Lessee's Name (if there is not a Lessee, write "None"):
AWS820210
Zip: 28328
Zip: 28366
I
Murphy-Bro►d n LLC
Phone No.: _944140 90ft-
c( 10 - S1,9 7;/0.S
12. Indicate animal operation type and number:
Current Permit: Operations Type Altowable Count
Swine - Feeder to Finish 2,890
Operation Types:
OIC #: 16696
Swine
Cattle
Dry Poultry
Other Types
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep- Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultr
Gilts .
Other
Non Laying Pullet
Other
Layers
MAR 2 5 2019
`I'alwr Cluslittj

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):
Ids-
Name:L1,1a JC, Ur S -Title: 'i e i, e
Signature: IZ7~1 Date• Jo
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]
MAR 2 5 2019
FORM: RENEWALrSTATE GENERAL 02/2019

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.) I
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
19.00
~
19.00
1
68,750.00
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 (VAT), 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.) 1 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]

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. i 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 16A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52Q .0102.
i
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.
0 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).
a 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
sures for disposal according to G.S. 106-399.4.
�310,� 0 M
Date
Date

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Billy Ray Daughtry Site 1 82-210
Billy Ray Daughtry
1960 Roanoke Rd.
Clinton, NC NC
9105676984
11-04-2010
This plan has been developed by:
Doug Niemond
TDM Farms
Box 300
Newton Grove, NC 28366
910-594�0219�
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
It
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.
79zA4/
L�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 /// 0
Technical pecialist Signature Date
--------------------------------- g
223510 Database Version 3.1 Date Printed: 11-04-2010 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 2,669,760 gals/year by a 2,880
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen, Generated per Year
Broadcast
6149
Incorporated
10560
Injected
11630
Irrigated
6684
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
6,684
7377
-693
2,946,597
-276,837
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this sourc
424381 Database Version 3.1 Date Printed: 21-05-2010 Source Page 1 of 1

Narrative
This plan was written to coincide with a new irrigation plan developed in 2010 incorporating additional
acres.
Doug Niemond
Crop y ee v W t It IC-
UVe✓See�, `�+nS�e�,� ��- giekcR Th{. ri k will
50 ALflt
---------------------------------------------------------------------------------
424381 Database Version 3.1 Date Printed: 11-05-2010 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
Crops Summary
LTraLctField
Total Useable j,ean�g
Acres Acres Index (LI)
Soil Series Crop Sequence RYE
3044
2 14.00 9.60 N/A
Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
3044
3 19.04 13.70 N/A
Norfolk Hybrid Bermudapm Hay 6.5 To
PLAN TOTALS:
33.04 23.30
Li
Potential Leach!n&
Technical Cwzidance
< 2
Low potential to contribute to soluble
None
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 soluble
Nutrient Management (590) should be planned. Other conservation practices that
nutrient leaching below the root zone.
improve the soils available water holding capacity and improve nutrient use efficiency
> 10
should be considered. Examples are Cover Crops (340) to scavenge nutrients,
Sod Based Rotations (328), Long -Term No -Tiff (778), and edge -of -field practices such
as Filter Strips (393) and Riparian Forest Buffers (391).
424381 Database Version 3.1 Date Printed 11/52010
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 p
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields c
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount pf nitrogen required by the crop being grown and an estima
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of Sol
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total in
included in the table to ensure that the plan adequately provides for the utilization of the manure generated b
11r. a+. iTHHvn4inn Table
Year
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
I Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
RegU
(lbs/A)
Cc
F
Nu
Al
(11
N
3044
2
S7
Norfolk
14.00
9.60
Small Grain Overseed
1.0 Tons
10/1-3/31
50
3044
2
S7
orfolk
14.00
9.60
Hybrid Bermudagrass May
6.5 Tons
3/1-9/30
296
3044
3
S7
Norfolk
19.04
13.70
Hybrid Bermadagmss Hay
16.5 Tons
3/1-9/30
296
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered d-,
r of acres of
requirements,
ied by manure or
d on each field in
applied is
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
000 gals
tons
191.73
0.00
1,135.05
0.00
1.619.81
0.00
424381 Database Version 3.1 Date Printed: 11/5/2010 1 of 1

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that maybe 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)
3044
2
Norfolk
0.50
1.0
3044
1 3
INorfolk
1 0.50
1 1.0
424381 Database Version 3.1 Date Printed 11/5/2010 IAF Page 1 of 1
NOTE: Symbol * means user entered data

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 m the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater thanthe design storage capacity,
this indicates that the plan calls for the application of nutrients that have not yet accumulated. If available
storage capacity is negative, the estimated volume of accumulated waste exceeds the design storage volume
of the structure. Either of these situations indicates that the planned application interval in the waste
utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Canacitv
Source Name
I Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/30
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
76
1
2
53
1
3
62
1
4
88
1
5
113
1
6
139
1
7
164
1
8
180
1
9
180
1
10
154
1
11
129
1
12
103
* Available Storage Capacity is calculated as of the end of each month.
- -- -- ------ - - --------------------------- -----
424381 Database Version 3.1 Date Printed: 11-05-2010 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 appiications 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, MRCS 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).
223510 Database Version 3.1 Date Printed: 1:1/4/2010 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate
such that runoff does not occur offshe 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'4
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. Wastelnutrient loading
rates on these soils should be held to a minimum and a suitable winter cover
crop planted to take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995, shall
not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. "Animal waste may be applied
to prior converted cropland provided the fields have been approved as a
land application site by a "technical specialist". Animal waste shall not be
applied on grassed waterways that discharge directly into water courses,
and on other grassed waterways, waste shall be applied at agronomic rates
in a manner that causes no runoff or drift from the site.
223510 Database Version 3.1 Date Printed: 11/4/2010 Specification Page 2

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 Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
36.10
72.21
108.31
Hay 6 ton R.Y.E.
300
26.32
18.05
36.10
54.16
Soybean 40 bu
160
14.04
33.85
67.70
101.55
---------------------------------------------------------------------------------------------
424381 Database Version 3.1 Date Printed: 11-05-2010 Sludge Page 1 of 1

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 maidmum
storage volume for waste storage ponds.
223510 Database Version 3.1 Date Printed: 11/4/2010 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.
223510 Database Version 3.1 Date Printed: 11/4/2010 Specification Paize 4

Bill..; Dou. Site 1
alp: �,try
A
O Crl �•. �� Jyo�x �C
i t
Cwi.`L�rAFP�
1 L7� zin �C .S
j Total Field 2 = 13.96 Ac.
Ve-
OO:_ J
Total Field 3 = 19.04 Ac.
Total Field 1 = 0.95 Ac.
Q �
ri ; 100• offset
t.7
r
�d10.1- a3.0 ei
E,12nog

EMERGENCY ACTION PLAN
g,Q -aQrr
PHONE NUMBERS
VI !7�4q, N OF WATER QUALITY (DWQ) �jjp -yg6 -iSy/
1E ENCY MANAGEMNET SERVICES (EMS)
,iL AND WATER CONSERVATION DISTRICT (SWCD) W6 -SfA - 7 ?4 3,
07URAL RESOURCES CONSERVATION SERVICE (NRCS) o'_ q-a_ 7E3
)OPERATIVE EXTERSION SERVICE (CES)
s plan will be implemented in the event that wastes from your operation are leaking,
:r flowing or running off site. You should not wait until wastes reach surface waters
leave you property to consider that you have a problem. You should make every
xrt to ensure that this does not happen. This plan should be posted in an accessible
at:ion for all employees at the facility. The following are some action items you should
e.,
P
Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
C. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that 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 flows 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 lagoon
bottom as soon as possible.
1
tAk
r

2 r,ssess the extent of the spill and note any obvio,us damages.
a. Did the waste reach any 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: 919-733-3a42. 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 movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local S%fVCD office phone number - -, and 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 you
:^
problem to them and ask the person to c^tact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name:
b. Contractors Address
C. Contractors Phone:
6. Contact the technical specialist who cer`ified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: v
b. Phone:
7. Implement procedures as advised by Dti'JC and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
N

Mortality Mana?ement 'Methods
(check which method(s) are being implemented)
G Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
cam or public body of water.
Rendering at a rendering plant licensed under G.S. 106-168.7
C1 Complete incineration
C1 In the case of dead poultry only; placing in a disposal pit of a size and design
approved by the Department of Agriculture
Cl Any method which in the professional opinion of the State Veterinarian would
make possible the health salvage of (Written approval of thert of a dead sStateewithout endangering
human or animalVeterinarian must be
attached)
December 18. 1996

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

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
.ource 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
soilds from gutters as designed.
(} Remove bridging of accumulated solids at
discha
Lagoons and Pits Crusted Solids (aintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 8-8 inches over more then
30% 0 surface.
Excessive Vegetative Decaying vegetation (, aintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage ( ) Design, operate and maintain feed systems (e.g.,
aed Storage
Animal Holding Areas
AIC—November 11, 1996
Accumulations of feed residues
Accumulations of animal wastes
and feed wastage
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-1 Q day
interval during summer; 15-30 day interval during winter).
( ) Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
( ) Eliminate low area that trap moisture along fences
and other locations where waste accumulates and
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).

--' ry Manure Handling Accumulations of animal wastes O Remove spillage on a routine basis (e.g. 7-10 day
ystems interval during summer; I S-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 stripes 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.
JLandowner Sig tore)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7513.
AMIC—November 11, 1996

-",\ Source
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Cause SMP's to_Ainimize Odor Site Specific Practices
production ( egetative or wooded buffers;
O Recommended; best management
pro as;
( ood judgment and common sense
Animal body surfaces Dirty manure -covered animals () Dry floors
Floor surfaces Wet manure -covered floors (_ 'SI floors;
aterers located over slotted floors;
( ) Feeders at high end of solid floors;
( I Scrape manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits Urine (-)'frequent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition ( ) Underfloor ventilation
Ventilation exhaust fans Volatile gases; ()ran ntenance;
Dust ( ) cient air movement
Indoor surfaces Dust ( ashdown between groups of animals
Rush tanks Agitation of recycled lagoon
liquid whiles tanks are filling
Rush alleys Agitation during wastewater
conveyanance
Pit recharge points Agitation of recycled lagoon
liquid while pits are filling
Lift stations Agitation during sump tank filling
and drawdown
( ) Feed additives;
( ) Feeder covers;
( I Feed delivery downspout extenders to
feeder covers
() Flush tank covers
() Extend fill lines to near bottom of
tanks with anti -siphon vents
( ) Underfloor flush with underfloor
ventilation
( ) Extend rechard lines to near bottom of
pits with anti -siphon vents
( ) Sump tank covers
Outside drain collection Agitation during wastewater ( ) Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater ( ) Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions
Biological mixing
Agitation
(.groper lagoon liquid capacity _.
() Correct lagoon startup procedures
( ) Minimum surface area -to -volume ratio
( ) Minimum agitation when pumping
( I Mechanical aeration
() Proven gical additives
Irrigation sprinkler nozzles High pressure agitation (-rlrrigate on dry days with little or no wind
Wind draft () Minimum recommended operation pressure
() Pump intake near lagoon liquid surface
( ) Pump from second -stage lagoon
AMOC—November 11, 1996

Storage tank or basin
Partial microbial decomposition
() Bottom or midlevel loading
—'surface
Mixing while filling
() Tank covers
Agitation when emptying
1) Basin surface mats of solids
1 1 Proven biological additives or oxidants
Settling basin surface
Partial micobial decomposition
() Extend drainpipe outlets underneath liquid
Mixing while filling
level
Agitation when emptying
() Remove settled solids regularly
Manure, slurry or sludge
Agitation when spreading
() Soil injection of slurry/sludges
spreader outlets
Volatile gas emissions
() Wash residual manure from spreader after use
O Proven biological additives or oxidants
Uncovered manure. slurry Volatile gas emissions while drying
or sludge on field surfaces
() Soil infection of slurry/sludges
() Soil incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals Carcass decomposition {.)''i'roper disposition of carcasses
Dead animal disposal Carcass decomposition (1 Complete covering of carcasses in burial pits
pits (1 Proper location/construction of disposal pits
Incinerators Incomplete combustion () Secondary stack burners
Standing water around Improper drainage ( Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads (-rrarrn access road maintenance
--wads 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; EBAE 128-88
NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse—Lagoon Treatment; EBAE 129-88
NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU-SAE
Controlling Odors from Swine Buildings; PIH-33
NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual
NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies. PR0107, 199S Conference Proceedings
Florida Cooperative Extension
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 Managment Practices have been reviewed with me.
ndowner 'nature) ,
AMOC—November 11, 1996

WASTE MANAGEMENT SYSTEM
7_30
FOR
BILLY -RAY DAUGHTRY
NEWTON GROVE, NC
TABLE OF CONTENTS
1 Cover Letter
2 Soils Map
3 Conservation Plan Map
4 SCS—ENG-538 (Soil Investigation)
5 NC—ENG-34 Hazard Classification
6 Lagoon Design Data
7 Waste Utilization Plan
8 Seeding Specifications
9 NC—ENG-12 (Excavation)
10 NC—ENG-12 (Embankment)
11 NC—ENG-12 (Pad)
12 NC--ENG-40 (Plan of Excavation Waste Storage Lagoon)
13 Typical View of A One —Stage Lagoon
14 Operation and Maintenance Plan
15 Specifications for Construction of Waste Treatment Lagoons
16 Topographical Map WrLagoon & Houses
17 Cross —Sections of Lagoon & Pad

'J J✓' 1-41.; i" r I, 1 J_06 W_" V 4'_-L UIV1 1 L"
303—D EAST ROWAN STREET DEPARTMENT OF
PHONE [phone] AGRICULTURE
--------------------------------------------------------------
OPERATOR:
BILLY RAY DAUGHTRY
Please review the attached plan and specifications carefully.
Retain this plan for your use and records. It is strongly
recommended that you, your contractor and the Soil Conservation
Service personnel are in agreement as to how the waste lagoon
is to be constructed. SCS personnel will meet with all
concerned parties and walk over the site to explain all flags
and markings. It is important that everyone understands, what is
expected so that final construction meets plans and
specifications and the job can be certified for payment (if ACP
cost —share is involved).
The pad dimensions and grades are the best estimate. The
builder or contractor is responsible for final layout and
design of the pads. SCS personnel will assist in a limited
capacity, as its major concern is the proper design and
construction of the waste treatment lagoon.
The actual amount of material required for pads and dam may
vary from the estimates. The design will attempt to balance
cuts and fills as close as possible. If additional material is
required after construction is complete on the lagoon, the
contractor and owner will negotiate on the price and location
of the borrow area.
It should be noted that certification of the lagoon will depend
upon all specifications being met. Import s include
length, width, depth, slopes, topsoil placement, correct
elevations <top, bottom, discharge pipes), and seeding.
ARE CULTURAL RESOURCES EVIDENT? YES NO ✓
DESIGN REQUIREMENT: 564,597 cu.ft=20,911 cu.yds.
------------------
ESTIMATE OF EXCAVATION: 4454,727 cu.ft=16,842 cu.yds.
------------------
ESTIMATE OF PAD: 355,017 cu.ft=13,149 cu.yds.
------------------
ESTIMATE OF DIKE: 47,466 cu.ft =1,758 cu.yds.
------------------
ESTIMATE OF MATERIAL FOR SANDY —CLAY LINER: = 0 cu.yds
ESTIMATE OF TOPSOIL REQUIRED; = 390 cu.yds.
Ratio 1.1 1
--- Total Excavation=17,232 cu.yds.
Job Class III
Designed By HERMAN RIGGS 5/29/92
------------------
Date
Design Approval

SAMPSON COUNTYNORTH CAROLINA
� •
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C:ON.,)ERVATICKN PLAN NIAP
0wr.i I1 Ray ,• - ' i�
County sat? �sa)n �_ ❑pPrrftor �. Sa_:,c:�
State t, C
Approaimaie acres Date.
Approximate scale
Cooperotiag with Sam—�_soil Wh t
" Plan identification Photo
District
Assisted by .-�errnar. Ri ,` s
Photo number
USDA Soil Conservation Service ,
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+ 35
n 1 S �• 2 w f
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19

r
12 • £4'; "SCAL CONSERVATIGN SFRVIt E
i
SOIL MAP
j Owner BILLY RAY DAU"311TRY Operator SAME x
Y Counly SAMPSON State NORTH. CAROLINA -- - -
Soil serve, sheet (s) or code nos. Aproximate scale �. 32.(
N Prepared by U. S. Department of Agriculture, Soil Conservation Service cooperating
Sampson Soil & Water �T
with---- --Conservation District 36
- a 4/7
417 ..� A�
ll
F 1 � c.
417
aw
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■is ■

"U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner BILLY RAY DAUGHTRY County 9AMPSON
Community or Group No. Conservation Plan No. -
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool ___Ft.
Date of Field Hazard Investigation 5/26/92
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 A SUDDEN FAILURE OF STRUCTURE WILL NOT
ENDANGER LIFE OR DAMAGE PUBLIC TRANSPORTATION* THE LAGOON IS IN A RURAL AREA.
APPROX. 400-+ FROM A TRIBS TO CORARRITv-
Hazard Classification of Dam (a b, c) (see NEM-Part 520.21)
Dam Classification (I, II, II IV, V)
By HERMAN RIGGS SOIL CONS• TECH*
name tit e
Concurred By
name ti tl e
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 5/27/92
Date

ator:BILLY RAY DAUGHTRYCounty: SAMPSON Date: 05/28/92
11stance to nearest residence (other than owner): 1000.0 feet
STEADY STATE LIVE WEIGHT
0
sows
(farrow to
finish)
x 1417
lbs.
— 0
0
lbs
lbs
0
.sows
(farrow to
feeder)
x 522
lbs.
=
= 388800
lbs
2880
head
(finishing
only)
x 135
lbs.
0
lbs
0
sows
(farrow to
wean)
x 433
lbs.
=
0
lbs
0
head
(wean to feeder)
x 30
lbs.
=
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 388800 lbs
. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs. SSLW x Treatment Volume(CF)/Ib. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 388800 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests no sludge storage."
Sludge will be removed as needed.
TOTAL DESIGN VOLUME
Inside top length 300.0 feet ; Inside top width 231.0 feet
Top of dike at elevation 47.0 feet
Freeboard )®0 feet ; Si de -s I opes 2.5 : 1 (Inside la
goon)
Total design lagoon liquid level at elevation 45.7 feet
Bottom of lagoon elevation 35.0 feet
Seasonal high water table elevation 37.0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 293.5 224.5 10.7
AREA OF TOP
LENGTH * WIDTH =
293.5 224.5 65890.8 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
240.0 171.0 41040.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
266.8 197.8 210999.3 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
65890.8 210999.3 41040.0 1.8
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL -- 566975 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
300.0 231.0 69300.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 69300.0 square feet
Design temporary storage period to be 180 days.
�A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 388800 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 94947 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
per CF
�C. 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 = 40425.0 cubic feet

Volume of 25 year — 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 40425.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
94947
cubic
feet
5B.
0
cubic
feet
5C.
40425
cubic
feet
5D.
40425
cubic
feet
TOTAL 175797 cubic feet
6. SUMMARY
Total required volume 564597 cubic feet
Total design volume avail. 566975 cubic feet
Min. req. treatment volume plus sludge accumulation 388800 cubic fee
At elev. 4ar.O feet ; Volume is 398347 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 526550 cubic feet
�� y�.3
,-'LAt e l ev. gam. ? feet ; Volume is 521483 cubic f eelt (start pumping)
Seasonal high water table elevation 37.0 feet
7. DESIGNED BY :4B • a-v'W APPROVED BY: 4--
DATE: S /29�92 DATE: 5Izi(�2
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
MAR 2 5 200
0
water aus;.,rf
iornlOpoadm '-r

WASTE UTILIZATION PLAN
----------------------
r
L_.i-ers name --:BILLY RAY DAUGHTRY County:SAMPSON
Mail Address —:NEWTON GROVE, NC
Type of production unit ---- :FINISHING
Type of waste facility ----- :Anaerobic Lagoon
Your animal waste management facility has been designed for a
given storage capacity. When the waste reaches the designed
level, it must be land applied at a specified rate to prevent
pollution of surface and/or ground water. The plant nutrients
in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops on the fields
where the waste is to be applied. This waste utilization plan
uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle and annual soil tests
are encouraged so that all plant nutrients can be balanced for
realistic yields of the crop to be grown.
Several factors are important in imp►ementing your waste
utilization plan in order to maximize the fertilizer value of
the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the
ids of the crop to be grown and the nutrient content of the
� te. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infiltration
rates and leaching potential. Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to planting. Injecting the waste
or disking will conserve nutrients and reduce odor problems.
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Acreage
requirements may be more or less based on the waste analysis
report from your waste management facility.
The design of your waste management facility is based on the
following:
Amount of Waste Produced Per Year:
----------------------------------
.-,880 animals x 1.9 tons waste/animal/yr= 5472 tons
total waste

REVISED
Plan Amendment to Include S&WCC Chronic Rainfall Practices and Standards through March 31, 2000
'T'' revised plan ame ' lent only applies when a S&WCC Chronic Rainfall Plan Amendment was completed iby December 31, 1999.
101A"Discontinue use of previous plan amendment and revert to original CAWMP (skip to Facility Number).
B Q Revise previous plan amendment.
102 If new spray fields (including cropland, woodland or additional crops) were added in the S&WCC Chronic Rainfall Plan
Amendment, they may continue to be used after March 31 only if they are incorporated into the CAWMP by March 31,
2000. In no instance may waste be applied to hardwoods or pines that are located in jurisdictional wetlands or within 50
feet of a perennial or intermittent stream.
103 ' The PAN application amount for small grains and winter grasses to be harvested is limited to agronomic rates and is as
follows (add additional pages as necessary). The rate may not exceed 120 lbs per acre unless additional data and
documentation from a designated Technical Specialist that supports a higher rate is attached. In no event may the rate
exceed 150 lbs per acre:
Field ID Crop Type
Soil Type PAN Rate
104 Waste applied during the period between January 12, 2000 and. March 31, 2000 must be tested at least within 30 days of the
date of application, and as close to the date of application as practical.
105 This revised plan amendment supersedes the Plan Amendment to Include S&WCC Chronic Rainfall Practices and
Standards throueh March 31. 2000 dated 11/10/99 and applies on and after 1/12/2000.
By signing this plan amendment, the Facility Owner / Manager agrees to operate consistent with all conditions in the Soil and Water
Conservation BMPs for Animal Waste Manasement Systems Impacted by Hurricanes Dennis Floyd. Irene and other Chronic Rain
Events, as revised January 12, 2000.
Facility Number oz--- ,,�— b
Facility Name
1-7111r R, LaLda W
Facility Own / Mana r Name
r
Fac 'ty er /Manager bat
ore
Date o2 & 1.6 0
Date
Technical Specialist Name (PRINT)
Technical Specialist Signature
This revised plan amendment must be attached to the original "Plan Amendment to Include S&WCC Chronic
Rainfall Practices and Standards through March 31, 2000" with the on farm records, at the local Soil and
Water Conservation District Office, and a copy mailed to the Division of Soil and Water Conservation —
NCDENR,1614 Mail Service Center, Raleigh, NC 27699-1614 by Februa 15 2000.
,x
Certified as agronomic rates in accordance with items #4 and 6 of the Soil and Water Conservation BMPs for Animal Waste Management
Systems Im acted b Hurricanes Dennis Floyd Irene and other Chronic Rain Events revised January 12, 2000
1 /13/2000

Plan Amendment to Include S&WCC Chronic Rainfall Practices and Standards through March 31, 2000
1. If this facility can comply with its existing permit and CAWMP it must do so.
2. Temporary Addition of New Spmyfields (*) (Check appropriate boxes.)
1 0 A acres of cropland List crop types used:
0 B. acres of hardwood woodland @ 1001bs PAN / acre added
0 C. acres of pine woodland added @ 60 lbs PAN / acre added
3. Summer Perennial Grass (Check appropriate box.)
0 A Application window extended for _ acres of perennial grass until first killing frost
0 B. An additional 50 Ibs of PAN applied to acres of perennial grass prior to killing frost
4. P6N Application Increased for Small Grains & Winter Grasses to be harvested (Check appropriate box)
A PAN application increased up to 2001bs per acre for ° `� acres of small grains or winter grasses to be harvested
0 B. PAN application increased up to 1501bs per acre for — acres of overseeded summer perennial included in 3. B.
5. Waste Analysis (Check appropriate box.)
0 A Prior to December 1°`, 1999 the calculation of -PAN will be based on a 35%reduction of the last analysis taken
NXor to the first 25 year 24 hour storm event. (Current waste analysis must be used after Dec. 1" .)
Use current waste analysis to determine PAN.
6. Required - Maximum Nitrogen Utilization Measures for Small Grains and Winter Grasses.
A. Use of higher seeding rates,
B. Timely harvest of forage to increase yield, and
C. Irrigating during periods of warmer weather.
7. Required - Irrigation Management Techniques to Reduce Runoff and Ponding Potential.
A. Making frequent, light irrigation applications, and
B. Not irrigating immediately before predicted rainfall.
8. The owner / manager is required to manage the movement of animals to and from the facility to minimi a environmental
impacts, ensure compliance with the facility's permit and amended CAWMP, and avoid discharge to surface waters.
9. Authorization to use the additional practices included in this amendment expires if a facility discharges to surface waters.
Any discharge is a violation and may result in an enforcement action.
10. The owner / operator is required to keep records of all waste applications.
11. This revision must include a map or sketch of new land application areas
Facility Number 11 A- a t ID
n Facility Name Q
ethnical Specialist Naive T)
TSefnical Specialist Signature
Date L3A�
This document must be filed at the SWCD office and be attached to the facilities CAWMP
and be available for inspection at the facility.
(*) New temporary sprayfields must meet applicable buffer and setback requirements. Waste must not be applied to wetlands.

Page 2
Amount of Plant Available Nitrogen Produced Per Year:
-----------------------------------------------------
2880 animals x 2.30 lbs. N/animal/year = 6624 Ibs,./yr
Available N
Applying the above amount of waste is a big job. You should
plan time and have appropriate equipment to apply the waste in
a timely manner. Your facility is designed for 180 days of
storage. Therefore, it will need to be pumped every 6
months.
Tract Field Soil Crop Yield Lbs. N Acres Lbs. N Month to
No. No. Type Code Per Ac. Used Apply
----- ----- ----- ----- ----- ----- ----- ----- ------
3044 1 NoA 6 7 Tons 400 16.4 6540 MAR—AtK5 T�F�
----- ----- ----- ----- ----- ----- ----- ----- ------
Total 16.4 6540
Available Nitrogen 6624
Surplus Or Deficit 84
Crop codes: 1=Cereal grain; 2=Corn; 3=Fescue; 4=Range Gr. Bermuda
5=Control Grazed Bermuda; 6=Hayland Bermuda
Narrative of Operation:
It
----------=------------------------------------i4v�
Call the Soil and Water Conservation District Office af;
receive waste analysis report to obtain the amount per acre to
apply and the irrigation application rate prior to applying
waste.
Prepared by _ _ - C 7-
- --- ------- ------------
Name Title
Concurred in by: v
_ _�LV
_ -- ---------duce
(Copy to producer and copy to case file)
IS'-;L9_ �z
Date
Date

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� Y�r� � . 5 �•� .� x t 3.ti
a
r p.
-
4v 5 't
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�•i, y R v �Y'q lr 't . F � �
1y e-� 'c-y �•t$ �-�. .' x -f"' �i. fat + �:. �;,..
�
� r"
,�,• + ha a�k(^s,,�� F-_. t .`. _ i . h 3"sf r r r` a•" 3 -,
��. , Y 'S;'' •�;'a i�°-y.� �� µ"me
t d
a 'pi.f'i",, �.:.� fib i ¢'. ` ,�. �` !, a ..{ r •! i.Y`!�"•.
b, a tw L d, H
M t �^ � r f �^� � t ae � °. � ,, "" ,s s � d i�,d r t � ;;� z� • F
�Y" GYP
4 ..# �i+y " .' '4w 3�r g °e .'..r s s. +Rsyt '' > i'' #,� F4'.,: l• �'
�:Y ,iF• . +Y. � `� �.4� r��, �iy �� ."'"' rra sy• g e�.Y' i� � :fr x.
aft ,s , •'"',y'`! *`'' `Po'.Yyrc�ytir
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Nb
- i � t � '�' of � �� �- �'; "'�^�s �,„� � � sf r•'- 7r'•',,

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level 'to be
reached may vary due to soil conditions,flushing operations, and
the amount of. fresh water added to the system.
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 runoff from the field or 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.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. Begin pump —out of the lagoon when fluid level reaches eleva—
tion 45.0 as marked by permanent markers. Stop pump —out when
the fluid level reaches elevation 43.0 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.4
inch per hour.
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. 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.

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS @ 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
16 LBS. HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LBS. RYE GRAIN @ 30 LBS./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
------------------------------------------------
APPLY THE FOLLOWING:
2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200 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.

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------
Clearing:
All trees and brush shall be removed from the construction"area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceed.ing one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris.: The
foundation area shall be loosened thoroughly before placement of
embankment material.
Cut—off Trench:
---------------
A cut—off trench (when specif;ed) shall be installed as shown in
the plans.
Construction:
-------------
Construction of excavated and earthfill areas shall be performed to
the neat I.ines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall not be,placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps—foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with a suitable material (ie—CL,SC,CH). Refer to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

':,OIL CONSERVATION SERVICE
EARTHWORK COMPUTATION SHEET
EMBANKMENT
BILLY R. DAUGHTRY TOP WIDTH:
.'--,RESS: NEWTON GROVE, NC TOTAL SLOPE:
---------------.--------------.--.-----.--
:STA.: END :SUM OF ; DIS.: DOUBLE
: : AREA :E.AREA : VOLUMN :
+----+------+-------+-----+----------+
1: 0: 0+-------+-----+----------+
+----+------- 37: 1: 37;
2: 1: 37:-------+-----+----------+
+----+------+ 87: 149: 12963:
3: 150: 50:-------+-----+----------+
+----+------+ 98: 150: 14700:
4: 300: 48:-------+----------------a-
+-----------+ 105; 115: 12075:
5: 415: 57:-------------------------
------------- 114; 116: 13224:
6: 531: 57:-------+-----+----------+
+-- +------- 112: 150: 16800:
7: 681: 55;-------+-----+-----------
+----+------+ 110: 150: 16500:
8: 831: 55:-------+-----+----------+
-----+------- 76; 119: 9044;
9: 950; 21:-------+-----+----------+
+----+------+ 33: 112: 3696:
10:1062: 12:-------------+----------+
+----+------- 12 : -1062 : -12744 ;
il: 0: 0:-------+-----+----------+
+----+------+ - 0'; 0: 0:
12: 0: 0:-------------+-----------
+----+--=---+ 0; 0: 0:
13: 0: 0:-------+-----+----------+
+----+------- 0; 0: 0:
14: 0: 0:-------+-----+----------+
-----+------- 0; 0: 0:
15: 0; 0:-------+-----+----------+
+----+------+ 0; 0: 0:
16: 0: 0:-------+-----+----------+
-----+------- 0: 0: 0:
17: 0: 0:-------+-----+----------+
+-----------+ 0: 0: 0:
18: 0: 0:-------+----------------+
+----+------+ o: 0: 0:
19: 0: 0:-------------------------
------------- 0: 0: 0:
20: 0: 0:-------------------------
+----+--------------------+-----------
:TOTAL : 86295:
+-------------------------+-----------
DOUBLE VOL /2 = 43148
----------
~ VOLUME OF EMBANKMENT = 1598
PLUS 10% SETTLEMENT = 160
TOTAL = 1758
0 FEET
0:1
CU. FT.
CU. YDS.
'CU: YDS.
COMPUTED BY HERMAN RIGGS DATE 5/27/92
-----------------------------

5oWL 1,U1 oLNVA 1 1UN oLkV ILL
EARTHWORK COMPUTATION SHEET
�H�V7�T'i'�l131'
BILLY R . DAUGHTRY
A_ _RESS: NEWTON GROVE, NC
+----+------+-------+-----+----------+
;STA.; END ;SUM OF ; DIS.; DOUBLE
AREA ;E.AREA ; ; VOLUMN
+----+------+-------+-----+----------+
: ---------------
+----+------+ 1454; 100; 145400;
2; 100; 1454;-------+-----+----------+
+----+------+ 2820; 100; 282000:
3; 200; 1366;-------+-----+----------+
+----+----- 2563; 100: 256300:
4; 300; 1197;-------+-----+----------+
+----+------+ 1197; 22; 26334;
5; 322; 0;-------+-----+----------+
+----+------+ 0; -322; 0;
6; 0; 0;-------+-----+----------+
+----+------+ 0; 0; 0;
----- ------
+----+------+ 0; 0; 0;
------- ------------
+----+------+ 0; 0; 0;
9; 0; 0;-------+-----+----------+
+----+------+ 0; 0; 0;
+----+------+ 0; 0; 0;
11; 0; 0;-------+-----+----------+
+----+------+ 0.; 0; 0;
12; 0; 0;-------+-----+----------+
+----+-- ---+ 0; 0; 0
13: 0; 0;-------+-----+----------+
+----+------+
0" 0:
14; 0; 0;-------+-----+----------+
+----+------+ 0' 010'
15; 0; 0;-------+-----+----------+
+----+------+ 0; 0; 0;
16; 0; 0;-------+-----+----------+
+----+------+ 0; 0; 0;
17; 0; 0;-------+-----+----------+
+----+------+ 0; 0; 0;
18; 0; 0;-------+-----+----------+
+----+------+ 0; 0: 0;
19; 0; 0;-------+-----+----------+
+----+------+ 0; 0; 0;
20; 0; 0;------ +-----+----------+
+----+------+-------------+----------+
;TOTAL ; 7100341
+-------------------------+----------+
DOUBLE VOL /2
VOLUME
COMPUTED BY HERMAN RIGGS
355017
- 13149
CU. FT.
CU . 'YDS .
DATE 5/27/92

t
i LINE: 1+Op
1 2 3 4
+--------+--------------- _ __ 5 __6 7 8 9
4$.0: 48.0: 43.5 43.2 43.3 44.4+--------+--------+-----+------+
48.0:
+--------
+--------+
+----48.0: ---- __._--+-_ 0.0: 0.0: 0.0:
--+- �
-----------
1' ' 4800,
---+-------+
100: 410; 422; 300: 200, 90: 100, 0'
2.' 17a.1
2: 20256:
+------- 0 0
31, I
3: 13050;
5: 88801
5: 3897:
6: 4320:
6: 4440:
7: 0;
7: 0:
all 0 :
8: 0:
9: 0:
9: 0:
+--------+
------ ---+
: 67055:
; 69963:
+--------
+------+
--------+
LIRE: 2+00
;
1454:
1 2 3 4 _5 _ 6 7 8 9
-----+~_-_-+--------+-------+------+
-48.0:
4B.0+---43.3 43.8+~-43.7+~
�
44 2' 48.0:
. � 0.. 0...
+- -+
+-------+
1_-------+-------+-------+--~---+------ -----� ---- ..
-+----+-----`+--------+--------+
1; 48�'
1' 19680'
100: 410: 422: 300: 200'
2: 17753:
2: 20256;
+-lam -+--------+--------+----- _+-_-+------9D:----loo: -- a+---- 0+-------0:
3: 18484:
3: 12990:
-+
4: 13110:
4: 8760:
5: 8840:
5: 3933:
6: 4320:
6: 4420:
7' 0:
7: 0:
8: 0:
8: 0:
9: 0:
9: 0;
+--------+
+-------+
67307;
; 70039:
+--------+
+--------+
LINE: 3+00
1366:
1 2 3 4 5 6 7 8 9
+_----+--_-+- -+-------------- -+------
+
43.3: 43.8: 44.5: 45.9: 48.0: 0.0;
+-------+------+-------+---_____.t-____ 0.0� 0.0;
1; 48�:
+ ----�
1; 196'80:
---1 -- -�
100: 410: 422: 300: 200: �: 100; -~�-~-�
2: 17753.
2� 20256�
+-------+-------+------+-~----+---_.-__+____- . 0.1 0:
-+-~-----+--------+--~-+-____._;
3: 18484 :
3; 12990;
4; 13350:
4; 8760;
5: 9180;
5: 4005;
6: 4320:
6: 4590:
7: 0:
7: 0:
8: 0:
8: 0:
9: 0;
9: 0:
67887:
; 70281:
+--------+
+--------+
1197:

30IL CONSERVATION SERVICE
ADDRESS:
EARTHWORK COMPUTATION SHEET
EXCAVATION
+----+------+-------+-----+----------+
:STA.: END :SUM OF DIS.: DOUBLE
: : AREA :E.AREA ; ; VOLUMN :
+----+------+-------+-----+----------+
1: 340: 0:-------+-----+----------+
+----+------+ 2313: 20: 46260:
2: 360: 2313:-------+-----+----------+
+----+------+ 4540: 171: 776340:
3: 531: 2227:-------+-----+----------+
+----+------: 2227: 39: 86853:
4: 570: 0:-------+-----+----------+
+----+------+ 0: -570: 0:
5: 0; 0:-------+-----+----------+
+--=-+------+ 0: 0: 0;
6: 0: 0:-------+-----+----------+
+----+------+ 0: 0: 0:
7' 0' 0'
+----+------+ 0: 0: 0:
---------------
+----+------+ 0: 0: 0:
9' 0' 0'
+----+------+ 0: 0: 0:
10: 0: 0:-------+-----+----------+
+----+------+ 0: 0: 0:
ill, 0: 0:-------+-----+----------+
+----+------+ - 0: 0: 0:
12: 0: 0:-------+-----+----------+
+----+------+ 0: 0; 0:
13: 0: 0:-------+-----+----------+
+----+------+ 0: 0: 0:
14: 0: 0:-------+-----+----------+
+----+------+ 0: 0: 0:
15: 0: 0:-------+-----+----------+
+----+------+ 0: 0: 0:
16: 0; 0:-------+-----+----------+
+----+------+ 0: 0: 0:
17: 0: 0:-------+-----+----------+
+-----+------+ 0: 0: 0:
18: 0: 0:-------+-----+----------+
+----+------+ 0: 0: 0:
19: 0: 0:-------+-----+----------+
+----+------+ 0: 0: 0:
20: 0: 0:-------+-----+----------+
+----+------+-------------+----------+
:TOTAL : 909453:
+-------------------------+----------+
COMPUTED BY
DOUBLE VOL /2 - 454727
VOLUME - 16842
DATE
CU. FT.
CU . , YDS .

1„1 E: 3+60
1 2 3 4 5 6 7 8 9
_
+-------+-------+--------+-------+--------+-------+--------+--------+-------+----- -+
+--------+
+--------+
44.9: 45.0: 43.1: 43.1: 35.0: 35.0: 44.9: 0.0: 0.0: 0.0:
1:
13501
1:
4490'
---- ----+----- ---- ------+----------- ----+--------+--------+-------+-------+--------+
2:
4310:
2;
9000:
30: 100: 200: 310: 290; 50: 30: 0: 0: 0;
3:
8620:
3:
13361:
+------+------+-------+-------+-------+--------+-------+----- - --- -----+--------+
4:
108501
4;
12499,
5:
10150:
5:
1750:
6:
22451
6:
1050:
7;
0:
7:
0;
8:
0:
8:
0:
9:
0:
9:
01
+------+
+------+
:
375251
:
42150:
+--------+
--- ------
----------
1
2313:
2 LINE:
+--------+
1 2 3 4 5 6 7 8 9
+------+--__.._------- ---------------- ---+-------+--------+--------+------+-------+
+--_--+
+-----+
: 45.0: 44.8: 42.5: 43.2: 35.0: 35.0: . 45.0: 0.0: 0.0: 0.0:
1:
1120:
1:
4500:
+-------+-------+-------+------ --+------+------+-------+--------+-------+--------+
2:
42501
2:
8960:
' 25: 100: 200: 300: 290: 501, 25: 0: 0: 0:
3:
86401
3:
12750;
'----+----- ------ ------+------+-------+--------+------+--------+-------+--------+
4:
10500:
4:
12528:
5:
10150:
5:
1750:
6:
2250:
6:
875:
7:
0:
7:
0:
8:
01
8:
0:
9:
0:
9:
0:
:
36910:
:
41363:
+--------+
+-------+
:
2227;
3 LINE:
+------+

f
BILLY RAY DAuGHTRY
cmMmume"t 10
Settled Top 11mal" 47.0
raid Elevation
Pit
2*5:1
=MEN=
IP40 (Weeds to be so""* "s"N
Depth 10,
Down am"" 0
.2 *5: 1
OMMMM"rqmmm.,

Ray. 7/91
sad 1 C0naMd4n WNW
MW OF EXCAVATED WASTE ST�]R14GE PIT
NAME BILLY RAY DAUGHTRY
Date: 5/27/92
countySAMPSON
Address: NEWTON GROVES NC
300+ L ENGrd
#1 og BLarEL.5*0 1
47 0 AY& for ILEv. �oe�
•
OF
r10 a£CTIDit ��
35.0
ti Avg.
240 k nm .�
(am., but for vdz f.�nleuladam)
Use of facility: ANIMAL WASTE_.____,_ —
Capacity: --� - -� --_gallons ` _ _=--.Ft3
..� Soil Type: - -- - _ -- --
Bench Mark Desc�ripta on � --�--
Bottom.
Normal Liquid Level
Storage for normal Precip.
Maximum Liquid Laval
25 yr. Storm Storage
Creft SSTs
.< .Floes Depth
Freeboard
Top Of Dam
Slay.
_35.0—
tSlay.
Sleva
_ -�--
M
1,,3
,Ft.
TBM ELEV. 5160