820696_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0696 Certificate Of Coverage Number:
2. Facility Name: Triple L Livestock. Inc. & Tri le "L" Farms
3. Landownees Name (same as on the Waste Management Plan): Triple 1_1..ivestock Inc
4. Landownees Mailing Address: 2190 Keener Rd
City: Clinton State: NC
Telephone Number: 910-5 -6221 Ext. E-mail:
5. Facility's Physical Address: 2190 Keener Rd
City: Clinton State:
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
g, Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Charles F. Lee
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types_
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
NC
Charles F Lee
910-590-6221 Ext.
Murnhv-Brown LLC
Phone No.: 910-590-6221
Allowable Count
5,383
AWS820696
Zip: 28328
Zip: 28328
OIC #: 16716
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers

's '/i ��'
ROY COOPER
CoverAor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
471
n�
NORTH CAROLINA
Environmental Quality
February 27, 2019
Triple L Livestock Inc
Triple L Livestock, Inc. & Triple "L" Farms
2190 Keener Rd
Clinton, NC 28328
Subject: Application for Renewal of Coverage for Expiring State General Permit
APR 0 2 2019
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at l�s://dea.nc g_ov/a out/divisi ns/water-r sources/water- uality-re Tonal- eration / fo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In or er o as us re your c ntinued cove _e under the St to Non -Discharge General Pe it you ust ubmit an a lI ion for
e it c ra,e t the Divi i n. clo d u will find a "Request for Certifi ate of Coverage Facilitv Curre tiv Co ed b
I PYPfl signed and returned by A '1�'t 3, 2019•
rin fate N n-Discha a ra] ermit." The licatio f rm mu a omn._..
Please note that you must include one 1 co v of the Certified Anim 1 Wa a Mana emen Pl n W with the
coma eted and signedapplication form. list of items included in the CA P can b found on n ce 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
r� w
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): av ettevi le Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS82096
Murphy -Brown LLC
NorthCaro na Department sf E^vronments Qua r. I D vsor, ofWat_rResourxs
rf 912 N. Sa sbLn• St. 11ESS Ma Service Ce iter I Ra a gk, Norte Lanz r.a 27ESS4423e

13. Waste Treatment and Storage Lagoons (Verify the followinginformation is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
#1 (NEW)
4/16/1997
726,179.00
96,866.00
31.00
#2 (SMALL)
7 X
C d
dZ
21,519.00
19.00
#3 (LONG)
f)
R
19.00
#4 (WASH)
11,674.00
19.00
1
2
3
4
Mail _ one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), s' ned 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
L .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]
o 2 2019

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: i
Title: 11111le r
L�
Signature: Date:
-71.7- 5 Z
Name: 'beY k (�. 1� Title: r� Pylyz�
Signature: L _ L _ 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

Operator:CHARLES LEE County: SAMPSON
Date:
AUGUST 23,
1995
Distance to nearest residence (other than owner):
1500
feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x 1417
lbs. =
0
lbs
(farrow to feeder)
x 522
lbs. =
0
lbs
)60 head finishing only)
x 135
lbs. =
143100
lbs
zr
(farrow to wean)
x 433
lbs. =
0
lbs
0 head (wean to feeder)
x 30
lbs. =
0
lbs
Describe other :
0
lbs
Totaverage
Weight =
143100
lbs
Live
2. MINIMUM REQUIRED TREATMENT VOLUME
OF LAGOON
Volume = 143100 lbs. ALW x Treatment Volume(CF)/lb.
ALW
ALW
=
1 CF/lb. ALW
Volume = 143100 cubic fee
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet NO SLUDGE ACCUMULATION AT
THE OWNERS REQUEST
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 222.5
Inside top width (feet)---------------------- 95.5
Top of dike elevation (feet)----------------- 50.0
Bottom of lagoon elevation (feet)------------ 37:0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 1.9 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
1.9 1.9 1.9 1.9 218.7 91.7 12.0
AREA OF TOP
LENGTH * WIDTH =
218.7 91.7 20054.79 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
173.1 46.1
AREA OF MIDSECTION
LENGTH * WIDTH * 4
195.9 68.9
7979.91 (AREA OF BOTTOM)
53990.04 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
20054.8 53990.0 7979.9 2.0
Total Designed Volume Available("�=16t049.48 CU. F7

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
222.5 95.5
21248.8 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 21248.8 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 = 143100 lbs. ALW/135 lbs ALW * 1.37 gal/day =180days
Volume = 261396 gals. or 34946.0 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
volume = 0.0 gallons/day * 180 days storage/7.48 gallon
per CF
volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 12395.1 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 12395.1 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
34946
cubic
feet
5B.
0
cubic
feet
5C.
12395
cubic
feet
5D.
12395
cubic
feet
TOTAL
59736
cubic
feet

G. SUMMARY
Temporary storage period____________________>
180
days
Rainfall in excess of evaporation=====______>
7.0
inches
25 year - 24 hour rainfall__________________>
7.0
inches
Freeboard___________________________________>
1.0
feet
Side slopes_________________________________>
1.9
: 1
Inside top length___________________________>
222.5
feet
Inside top width=___________________________>
95.5
feet
Top of dike elevation_______________________>
50.0
feet
Bottom of lagoon elevation__________________>
37.0
f=--
Total required volume_______________________
202836
cu. ft.
Actual design volume_______________________ >164049.48
cu. ft.
Seasonal high watertable elevation (SHWT)===>
41.0
feet
Stop pumping elev.__________________________>
0.0
feet
Must be > or = to the SHWT elev.====______>
41.0
feet
Must be > or = to min. req. treatment el.=>
43.0
feet
Required minimum treatment volume=====______>
143100
cu. ft.
Volume at stop pumping elevation=====_______>
31095
cu. ft.
Start pumping elev._________________________>
0.0
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===>
151654
cu. ft.
Volume at start pumping elevation=====______>
31095
cu. ft.
Required volume to be pumped________________>
47341
cu. ft.
Actual volume to be pumped__________________>
0
cu. ft.
Min. thickness of soil liner when required==>
1.9
feet
7. DESIGNED BY:
DATE:
APPROVED BY: 3SIP 8 ( , c -' 14 3 S"e/I
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

/ jY0 I .- e co,-,f' ,. e &,-+ " 5 0 0 ,'.
Operator:CHARLES LEE County: SAMPSON
Date: AUGUST 23, 1995
Distance to nearest residence (other
than owner):
1500
feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to finish)
x 1417
lbs. =
0
lbs
farrow tofeeder)
x 522
lbs. =
0
lbs
�helwa�'s
1finishing only)
x 135
lbs. =
252450
lbs
farrow to wean)
x 433
lbs. =
0
lbs
0 head (wean to feeder)
x 30
lbs. =
0
lbs
Describe other
0
lbs
Tota
Average Live
Weig-t =
252450
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME
OF LAGOON
Volume = 252450 lbs. ALW
x Treatment Volume(CF)/lb.
ALW
Treat ALW
=
1 CF/lb. ALW
,--'Voiume = 252450 cubic fee
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet NO SLUDGE ACCUMULATION AT
THE OWNERS REQUEST
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 562.0
Inside top width (feet)---------------------- 66.0
Top of dike elevation (feet)----------------- 50.1
Bottom of lagoon elevation (feet)------------ 36.3
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 1.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
1.0 1.0 1.0 1.0 560.0 64.0 12.8
AREA OF TOP
LENGTH * WIDTH =
560.0 64.0 35840 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
534.4 38.4 20520.96 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
547.2 51.2 112066.56 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
35840.0 112066.6 20521.0 2.1
Total Designed Volume Available=359312 0:4 CU. F

S. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
562.0 66.0 37092.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 37092.0 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 = 252450 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume = 461142 gals. or 61650.0 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system or excess water. Flush system;
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 galloi
per C]
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 21637.0 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 21637.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 61650 cubic feet
5B. 0 cubic feet
5C. 21637 cubic feet
5D. 21637 cubic feet
TOTAL 104924 cubic feet

6. SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
7.0
inches
Freeboard===================================>
1.0
feet
Side slopes=================================>
1.0
: 1
Inside top length====================== =====>
562.0
feet
Inside top width============================>
66.0
feet
Top of dike elevation=======================>
50.1
feet
Bottom of lagoon elevation======= ===========>
36.3
f _t
Total required volume=======================
57374
cu. ft.
Actual design volume=========-============= >359312.04
cu. f
Seasonal high watertable elevation (SHWT)===>
Stop pumping elev.__________________________>
37
0.
feet 6
feet 41.
Must be > or = to the SHWT elev.==========>
3 .0
feet
Must be > or = to min. req. treatment el.=>
42.3
feet
Required minimum treatment volume===========>
252450
cu. ft.
Volume at stop pumping elevation===========_>
Start pumping elev._________________________>
-5 u. ft.
0.0 leet !� Y
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===>
337675
cu. ft.
Volume at start pumping elevation===========>
-53914
cu. ft.
Required volume to be pumped================>
83287
cu. ft.
Actual volume to be pumped==================>
0
cu. ft.
Min. thickness of soil liner when required==>
2.0
feet
7. DESIGNED BY: APPROVED BY:
DATE:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

Grower: CHARLES LEE (TRIPLE L LIVESTOCK) Designed By: JWR
Address: RTqrBCX471 a 194 Or%,t c' Checked By: JNT
CLINTON, NC Date: 04/16/97
County: SAMPSON Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Is This Design for an Existing Farm?
Is Drain Tile Req'd to Lower SHWT?
Seasonal Hi h W t Tabl EI
(Y/N)----------Y
(YIN) — — — — — — — — — — N
(YIN) — — — — — — — — — — N
REQUIRED!!!!!!! Y
g aer a ev. -------------------
Freeboard: -------------------
Emergency Spillway Flow Depth: Not Applicable
Top of Storm / Spillway Buffer: Not Applicable
Side Slopes: -------------------
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
LAGOON VOLUME
Storm Stor =
Temporary =
Permanent =
Total Volume =
Press ALT—C to Download
contour areas see sheet 2 of 7...
-------------------
REQUIREDVO
121083 (Cu.Ft.)
191996 (Cu.Ft.)
-413100 Cu.Ft.
726,179 (Cu.Ft.)
DESIGN VOLUMES
144,296 (Cu.Ft.)
207,813 (Cu.Ft.)
419,805 Cu.Ft.1
771,914 (Cu.Ft.)
Min. Required Liner Thickness -------------------
Lagoon Surface Area (Inside TOD)-------------------
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 2840
0
2448 Hd.
0
0
0
0
180 Days
7.5 In.
7.5 In.
7.0 In.
0
0
95.70 Ft.
1.0 Ft.
3 :1 (H:V)
100.20 Ft.
89.00 Ft.
97.60 Ft.
95.10 Ft.
REQ'D.
119.17%
108.24%
101.62%
106.30%
1.6 Ft. -
96,866 S.F.
[phone]

Grower: CHARLES LEE (TRIPLE L LIVESTOCK) Designed By: JWR
Address: RT 3, BOX 171 Checked By: JNT
CLINTON, NC Date: 04/16/97
County: SAMPSON Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.1
Area SF
89.00
59,296
90.00
62,304
91.00
65,381
92.00
68,526
93.00
71,738
94.00
75,018
95.00
78,366
96.00
81,781
97.00
85,264
98.00
88,816
99.00
92,434
100.00
96,121
100.20
96,866
These volumes were calcu
END PUMP = = = = >
START PUMP = = = >
MAX STORAGE = = >
Murphy Family Farms Engineering
Incr. Vol. �Cu. FT)_
60,800
63,843
66,954
70,132
73,378
76,692
80,074
83,523
87,040
90,625
94,278
19,299
vertical
area m
'6,179
CF
CUMULATIVE
VOL.
95.10
FT
419,805 CF
TR'MT
97.60
FT
627,618 CF
TEMP
99.20
FT
771,914 CF
STOW
P.O. Box 759, Rose Hill NC 2840
Cumul. Vol_(Cu. FTC
60,800
124,643
191,596
261,728
335,106
411,798
491,872
575,394
662,434
753,059
847,337
866,635
JNE VOL -106.30%
419,805 101.620/a
207,813 108.24%
144,296 119.17%
[phone]

W-WWR
Address: RT 3, BOX 171
CLINTON, NC
County: SAMPSON
MINIMUM REQUIRED VOLU
Permanent Storage:
Required Treatment Volume:
Checked By: JNT
Date: 04/16/97
CALCULATIONS
Animal T e Capaci ALW * cu.ft. Ib = Total
Nurse
0
30
1.00
0
Finishing
2,448
135
1.00
330,480
Farrow to weanling
Farrow to feeder
Farrow to finish
Boars
0
01
01
01
433
522
1,417
400
0.67
0.67
1.001
0.501
0
0
0
0
Total Rea
uired Treatment Vniuma
rni i ft 1= Qqn AQn
Sludge Stora a Volume:
Animal Type Csnnnitv
ALW *
cu.ft. Ib
= Total
Nurse
0
30
0.25
0
Finishing
2,4481
135
0.25
82,620
Farrow to weanling
0
433
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
0
1,417
0.25
0
Boars
0
400
0.125f::o
Total Required Sludge Storage Volume
(cu. ft.) =
82,620
Temporary Storaigg Volume:
Manure Production:
Animal e a aci to. eriod (gals a= T ota
urse
0
180=4.00
Finishin
2,448
180
Farrow to weanlin
0
180
Farrow to feeder
0
180
Farrow to finish
0
180
Boars
0
-•-
180
T-�-
I vLct1 iv aimiu rrvauction (gals.) =
Total Manure Production (cu.ft.)=
Excess Fresh Water:
Animal T e CaPacity * Sto. Period * (gals/HE
Nurse 0 180 0.20
Finishing 2,448 180 0.90
Farrow to weanlin 0 180 2.90
Farrow to feeder 0 180 3.50
Farrow to finish 0 180 9.50
Boars 01 180 2.70
Total Fresh Water Excess (gals.) =
Total Fresh Water Excess (cu.ft.)=
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 2840
616,896
82,473
396,576
0
0
0
_ 0
396,576
53,018
(910) 289-21 i 1

urower. UHAHLES LEE (TRIPL
Address: RT 3, BOX 171
CLINTON, NC
County: SAMPSON
Temporary Storage Volume: ant.)
Designed By:
Checked By:
Date:
4 of
JNT
04/16/97
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (96866 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 56,50E
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm (in) / 12in./ft.
Vol. = (96866 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr. —24Hr. Storm Event (cu.ft) = 60,541
"Heavy Rain" Storage:
Vol. = (Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft,
Vol. = (96866 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 60,541
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain') = 121,083 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 191,996 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 4131100 (CU.FT)
TOTAL REQUIRED VOLUME = 726179 (CU.FT.)
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 284M (910) 289-21 11

Address: RT 3, BOX 171
CLINTON, NC
Checked By: JNT
Date: 04/16/97
-- Sheet 5 of 7
LAGOON _DESIGN SUMMARY
Top of Dike Elevation ___________________
Emergency Spillway Crest Elevation — — — — — — — — — — — — — — — — — — —
Top of 25 yr/24 hrStorm Storage -------------------
Top of "Heavy Rain" Storage -------------------
Start Pump Elevation _________________
End Pump Elevation — _ _ _ _ _ _ — _ _ _ _
Top of Sludge Storage ___________________
Seasonal High Watertable Elev. — — — — -- — — — — — — — — — — — — —
Finished Bottom Elevation — — — — _ — _ — — — _ _ _ _ _
Inside Top Length — — — — — — — — — — — — — — — '__
Inside Top Width -- '
_--___—____ ___
Side Slopes __--__—___—_
Lagoon Surface Area _ _ _ _ _ _ _ _ _ _ _ _ _ _
Min. Liner Thickness (if required) — — — — — — — — — — — — — — — — — —
Freeboard Depth _ _ _ _ _ _ _ _ _ _ _ _ _ _
Temporary Storage Period — — — _ — _ — _
Zone Depths:
100.20 FT.
Not Applicable
99.20 FT.
98.28 FT.
97.60 FT.
95.10 FT.
90.34 FT.
95.70 FT.
89.00 FT.
Not Applicable
Not Applicable
3:1 H:V
96,866 SF
1.6 FT.
1.00 FT.
180 Days
TOTAL DESIGN VOLUME = 771914 (CU. FT.)
Treatment / Sludge Storage Zone Depth — — — — — — — — — — _ 6.1 FT
Temporary Storage Zone Depth — — — _ — — — — — — _ 2.5 FT.
Freeboard / Storm storage Zone Depth — -- — — — — — — — _ 2.6 FT.
Total Lagoon Depth _ _ _ _ _ _ = _ _ 11.2 FT.
a�eaJe 1
- - 022019
Murphy Family Farms EaWneerina Pr) P,-,Y 7jzn v,,..,. L al A,..
--- ...... ,,. 0970) 289-2111

- vInnLGv Lcr
Address: RT 3, BOX 171
CLINTON, NC
ZONE ELEVATIONS
uesignea by: JWH
Checked By: JNT
Date: 04/16/97
Sheet 6 of 7
/ 1 TOP OF DIKE ELEV = 100.20
/ \ TOP OF STORM ELEV = 99.20 / \
1 TOP OF HEAVY RAIN ELEV = 98.28 / \
STRT PMP EL. = 97.60 \ TOP OF TEMP STORAGE ELEV = 97.60 /
END PMP EL. = 95.10 \ TOP OF TREAT ELEV = 95.10 /
\ E_ / SHWT = 95.70
1 TOP OF SLUDGE ELEV = 90.34 /
FINISHED BOTTOM ELEV = 89.00 /
Murphy Family Farms Engineering P.O, BOX 759_ Rncsa Ni/! n/r' onwCn
7. [phone]

Address: RT 3, BOX 171
CLINTON, NC
Checked By:
Date:
Sheet 7.of 7
JNT
04/16/97
This livestock waste treatment lagoon is designed in accordance with the North Carolina
— WASTE TREATMENT
Natural Resources Conservation Service PRACTICE STANDARD 359
LAGOON, revised in September, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
SHWT:
Subsurface drain tile will be installed adjacent to the lagoon as shown on the site
drawing. The tile is being installed to keep the seasonal high water table ad
to the lagoon at or below the stop pump elevation. jacent
NOTE: See attached Waste
D�essIp
���ti� Q r
DESIGNED: 1� a
aC3G�►L t
14985
DATE: 4
t!r GINS
11
COMMENTS: The lagoon has been designed asanirre ular sh e.
Actual contour areas taken from the lagoon design are used to calculate
the surface area and storage volume characteristics of the lagoon.
This approach insures that rainfall capture on the la oon is full
accounted for and that stomflie volumes calculated re resent actual
conditions regardless of the shape.
Murphy Family Farms Engineervrg P.O. Box 759, Rose Hill NC 28458
[phone]

Murphy -Brown, LLC 3/14/2017 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
Grower(s):
Farm Name:
NUTRIENT UTILIZATION PLAN
Charles Lee
Triple L Livestock & Triple L Farms
AWS820696
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in 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. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing 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:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
capacity Type Waste Produced per Animal Total
Farrow to Wean
3203 gal/yr
gal/yr
Farrow to Feeder
3861 gal/yr
gal/yr
Farrow to Finish
10478 gal/yr
gal/yr
Wean to Feeder
191 gal/yr
gal/yr
Wean to Finish
776 gal/yr
gal/yr
5383
Feeder to Finish
927 gal/yr
4,990,041 gal/yr
Gilts
1015 gal/yr
gal/yr
Boars
2959 gal/yr
gal/yr
Total 4,990,041 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
3.84 Ibs/yr
Ibs/yr
Farrow to Feeder
6.95 Ibs/yr
Ibs/yr
Farrow to Finish
18.86 Ibs/yr
Ibs/yr
Wean to Feeder
0.34 Ibs/yr
Ibs/yr
Wean to Finish
1.4 Ibs/yr
Ibs/yr
5383
Feeder to Finish
0.73 Ibs/yr
3,930 Ibs/yr
Gilts
1.83 Ibs/yr
Ibs/yr
Boars
5.33 Ibs/yr
Ibs/yr
Total 3,930 I bs/yr
Applying the above amount of waste is a big job.
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
* Based on farm records
You should plan time and have appropriate
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 72.37
Total N Required 1st Year: 6034.15
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops: 6,034.15
Total Nitrogen Produced by Farm: 3,929.59
Nitrogen Balance for Crops: (2,104.56)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of11

'Reception Area Specifications
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3(a) of 11

Reception Area Specifications
3(b) of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Description -Harvested As
A
Barley
Grain Crop
B
Grazed Hybrid Bermudagrass
Pasture/Grazed
C
Hybrid Bermudagrass Hay
Hay
B/C
Comb. Hybrid Bermudagrass
Graze/Hay Combination
D
Corn - Grain
Grain Crop
E
Corn - Silage
Silage
F
Cotton
Cotton Lint
G
Grazed Fescue
Pasture/Grazed
H
Fescue Hay
Hay
I
Oats
Grain Crop
J
Rye
Grain Crop
K
Grazed Overseed
Pasture/Grazed (Seeded in Bermudagrass)
L
Overseed Hay
Hay (Seeded in Bermudagrass)
M
Grain Sorghum
Grain Crop
N
Wheat
Grain Crop
O
Soybean
Grain Crop
P
Pine Trees
Pine Trees
S
Small Grain
Grain Crop/ Hay (After Grain Crop)
CC
Cover Crop
Not Harvested; Burned/Disked In
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
A
Barley
B
Grazed Hybrid Bermudagrass
C
Hybrid Bermudagrass Hay
B/C
Comb. Hybrid Bermudagrass
D
Corn - Grain
E
Corn - Silage
F
Cotton
G
Grazed Fescue
H
Fescue Hay
I
Oats
J
Rye
K
Grazed Overseed
L
Overseed Hay
M
Grain Sorghum
N
Wheat
O
Soybean
P
Pine Trees
S
Small Grain
CC
Cover Crop
Description -Harvested As
Grain Crop
Pasture/Grazed
Hay
Graze/Hay Combination
Grain Crop
Silage
Cotton Lint
Pasture/Grazed
Hay
Grain Crop
Grain Crop
Pasture/Grazed (Seeded in Bermudagrass)
Hay (Seeded in Bermudagrass)
Grain Crop
Grain Crop
Grain Crop
Pine Trees
Grain Crop/ Hay (After Grain Crop)
Not Harvested; Burned/Disked In
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract Hydrant
Type
Crop
inlhr
* inches
4290 1
MaC
B/C
0.65
1
4401 P1
Au
B/C
0.35
1
3
Au
B/C
0.35
1
Optional Crol
Any
1, P1,3
Any
K or L
0.5 1
4290
4
Au/WaB
F
0.35 1
4290
4
Au/WaB
M
0.35 1
4290
4
Au/WaB
O
0.35 1
4290
4
Au/WaB
D
0.35 1
4290
4
Au/WaB
N
0.35 1
6of11

Additional Comments:
This -Ian revised to reflect the addition of a new pivot in field 2 which replaces
the pulls in that field and to reflect an updating of the a, plication rates to the
current rates as listed on the NC State Nutrient Management website.
The amount of PAN produced is based on actual farm records. A copy of the
calculations is attached.
The small grain overseed is optional.
Field 4 is optional and may use any of the crops listed.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm:
Owner:
Manager:
Owner/Manager Agreement:
Triple L Livestock & Triple L Farms
Charles Lee
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner: Charles Lee
Signature:
Name of Manager (if different from owner):
Signature:
�Gl
Date
Date
Name of Technical Specialist: Toni W. King _
Affiliation: Murphy -Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
Signature: 011V V, 3 —�q --?-G )--)
Date
8of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 which 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 Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
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 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).
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.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 than 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 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.
10 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 e;iminate 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.
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 soil 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 a
minimum of five years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11

- - A
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Vtd
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 Anima/ Waste Management Systems Manual

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

Lagoon surface ---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment ---look for:
1. settlement, cracking, or "jug" holes
2. side slope stability --slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon 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 or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your"pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

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

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

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

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure --an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels —high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity —protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.
APR 0 2 2019

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) C11014 &1-11
EMERGENCY MANAGEMNET SERVICES (EMS) 910 D1 a
SOIL AND WATER CONSERVATION DISTRICT (SWCD) la 4Et a -1 (,
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) a
COOPERATIVE EXTERSION SERVICE (CES) 1 -716
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 you 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 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'

2.
3.
3
5
1.1
Assess the extent of the spill and note any obvious damages.
a. Did the waste. reach any surface waters?
b. Approximately how much was released and
c. Any damage notes, such as employee injury
d. Did the spill leave the property?
e. Does the spill have the potential to reach sui
f. Could a future rain event cause the spill to re
g. Are potable water wells in danger (either on
h. How much reached surface waters?
Contact appropriate agencies.
for what duration?
, fish kills, or property damage?
face waters?
ach surface waters?
or off the property)?
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. 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 SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name:
b. Contractors Addressc
c. Contractors Phone:
Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: /✓RCS
b. Phone: ito
7. Implement procedures as advised by DWQ 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.
2

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids Mush system is designed and operated
sufficiently to remove accumulated
� sso�oilds from gutters as designed.
(V'Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (maintain lagoons, settling basins and
pits where pest breading is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more then
30% of surface.
Excessive Vegetative Decaying vegetation (WMaintain 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)
�-eeders 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).
geed Storage Accumulations of feed residues () 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).
(1 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
,animal Holding Areas
n MIC—November 11, 1996
Accumulations of animal wastes () Eliminate low area that trap moisture along fences
and feed wastage 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).

Dry Manure Handling Accumulations of animal wastes () Remove spillage on a routine basis (e.g. 7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for lend 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.
certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner Sig
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

Source
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Site Specific Practices
Farmstead Swine production V getative or wooded buffers;
( Recommended best management
mltolaod
ctices; judgment and common sense
Cause
BMP's to Minimize Odor
Animal body surfaces Dirty manure -covered animals 0 Dry floors
Floor surfaces Wet manure -covered floors ( lotted floors;
t`v�/ aterers located over slotted floors;
( FF�eders at high and of solid floors;
(T Scrape manure buildup from floors;
(�Jnderfloor ventilation for drying
Manure collection pits
Urine
(bFrequent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition
() Underfloor ventilation
Ventilation exhaust fans
Volatile gases;
( Fan maintenance;
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 lagoon
() Flush tank covers
liquid whiles tanks are filling
() Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys
Agitation during wastewater
() Underfloor flush with underfloor
conveyanance
ventilation
Pit recharge points
Agitation of recycled lagoon
() Extend rechard lines to near bottom of
liquid while pits are filling
pits with anti -siphon vents
Lift stations
Agitation during sump tank filling
() Sump tank covers
and drawdown
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
( Proper lagoon liquid capacity
Biological mixing
(/Correct lagoon startup procedures
Agitation
() ylinimum surface area -to -volume ratio
(Minimum agitation when pumping
() Mechanical aeration
() Proven biological additives
Irrigation sprinkler nozzles
High pressure agitation
( I gate on dry days with little or no wind
Wind draft
(rnimum recommended operation pressure
( yPump intake near lagoon liquid surface
() Pump from second -stage lagoon
.'AOC—November 11, 1996

Storage tank or basin
surface
Settling basin surface
Manure, slurry or sludge
spreader outlets
Partial microbial decomposition
Mixing while filling
Agitation when emptying
Partial micobial decomposition
Mixing while filling
Agitation when emptying
Agitation when spreading
Volatile gas emissions
() Bottom or midlevel loading
() Tank covers
() Basin surface mats of solids
() Proven biological additives or oxidants
() Extend drainpipe outlets underneath liquid
level.
() Remove settled solids regularly
() Soil injection of slurry/sludges
() Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying () Soil infection of slurry/sludges
or sludge on field surfaces () Soil incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals Carcass decomposition (Oroper disposition of carcasses
Dead animal disposal Carcass decomposition ( ) Complete covering of carcasses in burial pits
pits ( ) Proper location/construction of disposal pits
Incinerators Incomplete combustion ( ) Secondary stack burners
Standing water around
facilities
Improper drainage
Microbial decomposition of
organic matter
Grade and landscape such that water drains
away from facilities
Manure tracked onto public Poorly maintained access roads Farm access road maintenance
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; EBAE 128-88
NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse—Lagoon Treatment, EBAE 129-88
NCSU-BAE
,agoon Desig and Management for Uvestook Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU-BAE
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; PRO107, 1995 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.
certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowner Signature
".MOC—November 11, 1996

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 be at least 300 feet from
any flowing steam or public body of water.
(Vtf< 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)

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.
Iv U ` Rendering at a rendering plant licensed under G.S. 106-168.7
aa Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
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 specked 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.
S- 9-5-i9
Signature of Farm Owner/Manager Date
Signature of Technical Sp -st Date

Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Charles Lee - Triple L Livestock - Pivot Add't County: Sampson
Address: 2190 Keener Rd.
Clinton, NC 28328 Date: 7/21/2015
Telephone: [phone]
910-590-6221
Table 1 - Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number acres Soil Type Slope % Crop(s)( In/hr inches) Corn ents
��Bermuda
Small Grain_.
_

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Valley Standard Pivot 7000 _
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc

Sheets
ex
���V1N yr
IRRIGATION SYSTEM DESIGNER 4r- a ►
Name: Micah Kevin Weston, CID = t
Company: Murphy -Brown, LLC u z
Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398 A
Phone: [phone] 042919 •
'OES I G��a
Required Documentation s'/dRIpal(1��
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed Irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes. .
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturers specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This design is for an addition of a center pivot which replaces the pulls in field 2 for an existing facility. The
acres were computer calculated based on the equipment specified.
This new center pivot irrigation system utilizes the existing irrigation pipes and was installed by Ed Bullard
Irrigation.
Refer to owners manual and irrigation dealer for information on maintenance, winterization, and operation of
system.

a