310005_HISTORICAL_20171231

NORTH CAROLINA
Department of Environmental Quay
II

Murphy Brown
Murphy Brown East
January22, 2015
Kevin Rowland
NCDENR — Division of Water Resources
127 Cardinal Drive Extension
Wilmington NC 28405
RE: Scott Farm
Facility # 31-005
Accidental Discharge 1/22115
PO Box 856
Warsaw, NC 28398
RECErfiDjKCDENRIDWR
MAR 4 2 2015
Water Quality Regional
Operations Section
Wilmington ReMonal (01
Dear Mr. Rowland,
This letter is the follow up to an accidental discharge on the Scott farm reported to you on
January 22nd. The sequence of events on Thursday 1/22/15 was:
1) The LNM tech for the site had been irrigating and after the last event during an inspection
of the site he found a hydrant that had failed.
2) Upon finding the broken hydrant the tech immediately began containment efforts and
calling management to report the incident. As soon as I was notified I enlisted employees
to bring in pumping equipment and a mini excavator to effectively contain the effluent. I
headed out to the site and called my supervisor to inform him of the incident.
3) After inspecting the site to ensure the effluent was contained and that the cleanup
procedures were in place, I called Kevin Rowland with DWR to report the spill. .
4) Remediation included pumping the effluent onto spray fields that are a part of the farms
nutrient utilization plan. Cleanup efforts were ongoing during DWR's site visit on Friday
and were completed that afternoon.
5) Our LNM crew brought in trash pumps to aid in the recovery efforts. We invested over 80
man hours in efforts to recover the effluent from the discharge. Our team pumped and
land applied approximately 32,000 gallons of water that was mixed with effluent on crop
fields that are in the NUP.
6) Root Cause: A faulty in ground valve allowed a section of the irrigation system to be
pressurized when it was thought to be closed off. A schedule 40 PVC pipe fitting on a
hydrant broke during the irrigation event allowing effluent to escape the system.
Estimate of the discharge:
1) In our estimation not more than 6,000 gallons of swine effluent was spilled from the
hydrant, with a portion staying in a low area of the field. The remainder left the field
mixing with the existing water in the ditch.

• Page 2
The plan to correct the problems identified from this accidental discharge are:
1) Replace the broken hydrant. The broken hydrant has been replaced with a new
galvanized hydrant
2) Replace the in ground valve with a new gate valve. The valve has been replaced with a
new gate valve
3) Plant a cover crop on field 27 and 28 to uptake nutrients from the water that was pumped
on the field during recovery. A cover crop has been planted across the area where the
nutrients were applied
4) Install a flow control gate on the ditch where the spill occurred and inspect the rest of the
site for additional control gates where needed. A new flow control gate has been ordered
for the ditch where the spill occurred, I will notify you just as soon as the gate installed
Included with this letter is a copy of the most current waste analysis as required by the permit.
I have outlined what information I have available as they relate to this accidental discharge. I feel that
Murphy -Brown LLC has responded in an appropriate and responsible manner to the conditions of the
permit.
The Environmental Management System (EMS) proved its' effectiveness by providing the structure and
protocol that all parties involved in the response, did so in a timely and effective manner.
If I can be of any further assistance, please feel free to contact me.
Sincerely,
. -/WULh I
Michael Norris
Environmental Resource Specialist
Murphy -Brown LLC
[phone]

NCDENR-DWR
127 CARDINAL DRIVE EXT
WILMINGTON NC 28405
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02 1 R $ 06. 480
000200 71 59 JAN 28 2015
MAILED FROM ZIP CODE 28405
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Murphy -Brown LLC
PO Box 487
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NCDENR
North Carolina Department of Environment and Natural Resources
JMcCrory Donald R. van der Vaart
Governor Secretary
January 27, 2015
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7007-0220-0000-8225-0038
Murphy -Brown LLC
Scott Farm Sites 14
PO Box4'8`7
Warsaw NC 28398
Subject: NOTICE OF VIOLATION
NOV-2015-PC-0018
Scott Farm Sites 1-4, Permit No. AWS310005
Duplin County
Dear Murphy -Brown LLC:
On January 23, 2015, staff of the NC Division of Water Resources (DWR) inspected the Scott Farm 1-4 and the
permitted waste management system, in response to a self reporting phone call from Michael Norris of Murphy
Brown. We wish to thank Mr. Derik Brown, who was present and assisted us during the. inspection.
As a result of this inspection, you are hereby notified that, having been permitted to have a non -discharge permit
for the subject animal waste management system pursuant to 15A NCAC 2T .1304, you have been found to be in
violation of your Certified Animal Waste Management Plan .(CAWMP) and the Swine Waste System General
Permit No. AWG 100000 as follows:
Violation 1: '
Discharge to ditches that drain to surface waters in accordance with Condition I. 1 of the Swine Waste System
General Permit No. AWG100000.
On January 23, 2015, staff observed runoff into field ditches on farm property.
Required Corrective Action for Violation 1:
Please provide to our office, a description of the corrective action that was taken to recover waste from the ditches
and action you will take to prevent this from occurring again.
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: 91M07-64641Internet, httpalwww.ncwatermQ
An Equal Opportunity 1 Affirmative Acton Employer - Made in part by recycled paper

acott tarm 1-4
Notice of Violation
31-005
January 27, 2015
Page 2 of 2
You are required to provide a written 'response to this Notice by February 28, 2015. Please include in yo
response all corrective actions already taken and a schedule for completion of any corrective actions n
addressed,
If you have any questions concerning this Notice, please contact Kevin Rowland at [phone].
Sincerely,
Jim egson
U "
4nal Supervisor
North Carolina Divison of Water Resources
cc: APS CAFO Unit
Billy Houston, Duplin County Soil and Water Conservation District
DWQ Wilmington Animal Files 31-005
G:1WQ1S1-1AREDIANMALSIDUPLM01513 l-005NOV
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rn a Complete items 1, 2, and 3. Also complete
For delivery information visit our website at R item 4 If Restricted Delivery Is desired.
a Print your name and address on the reverse
to0 so that we can return the card to you.
ru ■Attach this card to the back of the mailpiece,
rr✓u1 Poster $ or an the front if space permits.
CCertHied Fee 1. Article Addressed to:
Po
C3fz ketum Receipt Fee } /P41 — 9'-0Id
indorsement Required) -/ !i
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Enem dorsent Required} O
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B. R vecjtby erne) 10. Date of Deliver
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ff YES, ender delivery address below: 13 No
3. 5e a Type
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Registered ❑ Return Receipt for Marchand]
© Insured Mall ❑ Collect on Delivery
4. Restricted DellvW {Extra Fee) © yes
G 2. Article Number - - - — — - - -
(rransfer from service laberl 7007 0 2 2:0 0 0 0 0` 8 2 2 5' 0038
Ps Form 3811j. July 2013 ` f I t Domestic i Return Receipt
i- list .dE_ [ r f!l'� �f i it

Murphy -Brown LLC
May 7, 2014
NCDENR, DWR
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Subject: Burial Site Map for
Scott Farm; Fac. No.: 31-5
Duplin County
PO Drawer 856
2822 Hwv. 24 West
Warsaw, NC 28398
Tel: [phone]
Fax:[phone]
r1VED
�Y 0 8 2014
Enclosed please find a copy of the map of the burial site for the above -mentioned facility where during
September — November 2013, 64 finishers were buried in Dead Hole C in accordance with the facility's
CAWMP and the NCDA&CS Veterinary Division's Statutes and regulations. This was due to above
normal mortality at this facility. Please place in the appropriate files.
If you have any questions regarding this matter, please do not hesitate to call me at [phone] ext.
5363.
Sincerely,
Kevin Weston, CID
Environmental Compliance
Cc: Murphy -Brown, LLC Files

l t
Murphy -Brown, LLC 4/3/2009 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Murphy -Brown, LLC
Farm Name: Scott Farm
Farm Ca
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Finish 14,375
Wean to Feeder
Feeder to Finish
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
RECEIVED / DENR / DWQ
Aquifer Prntertion SPrfion
APR 0 6 2009
REC'D APR 0 9 2009
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 DWQ 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 er Animal Total
Farrow to Wean
3212 gallyr
gal/yr
Farrow to Feeder
4015 gallyr
gallyr
Farrow to Finish
10585 gallyr
gallyr
14375
Wean to Finish
838 gallyr
12,046,250 gallyr
Wean to Feeder
223 gallyr
gallyr
Feeder to Finish
986 gallyr
gallyr
Total 12,046,250 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type
Nitrogen Produced per Animal
Total
Farrow to Wean
5.4 Ibslyr
Ibs/yr
Farrow to Feeder
6.5 Ibslyr
Ibs/yr
Farrow to Finish
26 Ibslyr
Ibs/yr
14375 Wean to Finish
1.96 Ibslyr
28,175 lbs/yr
Wean to Feeder
0.48 lbs/yr
Ibslyr
Feeder to Finish
2.3 Ibslyr
Ibslyr
Total
28,175 1 bs/yr
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.
LAND UTILIZATION SUMMARY
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: 172.4
Total N Required 1st Year: 44988,795
Total N Required 2nd Year: 27860.48
Average Annual Nitrogen Requirement of Crops: 36,424.64
Total Nitrogen Produced by Farm: 28,175.00
Nitrogen Balance for Crops: (8,249.64)
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,
2of11

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs NIAc Lbs N Total Ibs N
Acrea e Type Code Apply Yield Ibs NIUnit Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs NIAc Lbs N Total We N
Code Apply Yield Ibs NIUnit Residual IAc Utilized
Total
Lbs NIAc
Total [be N
Utilized
1714
1
5.39
ALdryville
D
Feb15-June
85.0
1.25
15
91
491.8375
N
Sept -Apr
45
2.4
108
582.12
199.25
1073.958
2
5,11
Tomahawk
D
Feb15-June
75.0
1.25
15
79
402.4125
N
Sept -Apr
35
2.4
84
429.24
162.75
831.6525
3
0.94
Tomahawk
D
Feb15-June
75.0
1.25
15
79
74,025
N
Sept -Apr
35
244
84
78.96
162.75
152.985
4
5.26
Goldsboro
D
Feb15-June
130.0
1.25
15
148
775.85
N
Sept -Apr
65
2.4
156
820.56
303.5
1596.41
5
5.02
Goldsboro
D
Feb15-June
130.0
1.25
15
148
740.45
N
5e i- r
65
2.4
156
783.12
303.5
1523,57
6
5.46
Goldsboro
D
Feb15-June
130.0
1.25
15
148
805.35
N
Se t- r
65
2.4
156
851.76
303.5
1657.11
7
5.68
Goldsboro
D
Feb15-June
130.0
1.25
15
148
837.8
1 N
Se t- r
65
2.4
1 156
886.08
303.5
1723.88
8
6.92
Goldsboro
D
Feb15-June
130.0
1.25
15
148
1020.7
1 N
Sept -Apr
65
2.4
156
1079,52
303.5
2100,22
10
6.24
Rains
D
Feb15-June125.0
1.25
15
141
881.4
1 N
Sept -Apr
55
2.4
132
823.68
273.25
1705.08
11
6.36
Goldsboro
D
Feb15-June
130.0
1,25
15
148
938.1
N
Sept-AprSept-Apr
65
2.4
156
992.16
303.5
1930.26
12
5.72
Goldsboro
D
17015-June
130.0
1.25
1S
148
a43.7
N
Sept -Apr
65
2.4
156
892.32
303.5
1736.02
13
5.78
Goldsboro
D
Feb15-June
130.0
1.25
15
148
852.55
N
Se t-A r
65
2.4
156
901.68
303.5
1754.23
14
7.04
Goldsboro
D
Feb15-June
130.0
1.25
15
148
1038.4
N
Sept -Apr
65
2.4
156
1 1098.24
303.5
2136.64
16
1.78
Rains
D
Feb15-June
125.0
1.25
15
141
251.425
N
Sept -Apr
55
2.4
132
234.96
273.25
486.365
17
3.35
Rains
❑
17015-June
125,0
1.25
15
141
473,1875
N
Se t- r
55
2.4
132
442.2
273.25
915.3875
18
5.66
Rains
D
Feb15-June
126.0
1.25
15
141
799.475
N
Sept -Apr
55
2.4
132
747.12
273.25
1546.595
19
5.6
Foreston
D
F015-June
120,0
1.25
15
135
756
N
Sept -Apr
55
2A
132
739.2
267
1495.2
20
6.3
Autryville
D
Feb15-June
85.0
1.25
15
91
574.875
N
Sept -Apr
45
2.4
108
680.4
199.25
1255.275
21
3.67
Rains
D
Feb15-June
125.0
1.25
15
141
518.3875
N
Sept -Apr
55
2.4
132
484.44
273.25
1002.828
22
4.7
Rains
0
Feb15-June
125.0
1.25
15
141
663.875
N
Seat-Seat-Aur
55
2.4
132
620.4
273.25
1284.275
23
3.49
Rains
D
Feb15-June
125.0
1.25
15
141
492.9625
N
Sept -Apr
55
2.4
132
460.68
273.25
953.6425
24
5.75
Au Idle
0
Feb15-June
85,0
1.25
15
91
524.6875
N
Sept-AprSept-Apr
45
2.4
108
621
199.25
1145.688
25
5.25
Tomahawk
D
Feb15-June
75.0
1.25
15
79
413.4375
N
Set
35
2.4
84
441
162,75
854,4375
26
6.34
Autryvllle
D
F015-June
85.0
1.25
15
91
578.525
N
Sept -Apr
45
2.4
108
684.72
199.25
1263.245
27
3.54
Autryvilto
D
Feb15-June
85.0
1.25
15
91
323.025
N
Sept -Apr
45
2.4
108
382.32
199.25
705.345
28
3.06
Autryville
D
Feb15.June
85.0
1.25
15
91
279.225
N
Saot-Avr
45
2A
108
330.48
199.25
609.705
30
1.72
Rains
D
Feb15-June
125.6
1.25
15
141
242.95
N
Sept -Apr
55
2.4
132
227.04
273.25
469.99
31
8.28
Rains
D
Feb15-June
125.0
1.25
15
141
887.05
N
Se t- r
55
2.4
132
828.96
273.25
1716.01
32
6.09
Rains
D
Feb15-June
125.0
1.25
15
141
860,2125
N
Set r
55
2.4
132
803.88
273.25
1664.093
33
3.78
Rains
D
Feb15-June
125.0
1.25
15
141
533.925
N
Se t-A r
55
2.4
132
498.96
273.25
1032.885
34
3.15
Rains
D
Feb15-June
125.0
1.25
15
141
444.9375
N
Se t- r
55
2.4
132
415.8
273.25
860.7375
35
4.88
Goldsboro
D
Feb15-June
130.0
1.25
15
148
719.8
N
Se t- r
65
2.4
156
761.28
303.5
1481.08
36
6.98
Rains
D
Feb15-June
125.0
1.25
15
141
985,925
N
Se - r
55
2.4
132
921.36
273.25
1907.285
37
6.98
Rains
D
Feb15-June
125.0
1.25
15
141
985.925
N
Se t- r
55
2.4
1
132
921.36
273.25
1907.285
38
3.13
Tomahawk
D
Feb15-June
75.0
1.25
15
79
246,4875
N
Sept -Apr
35
2.4
84
262.92
162.75
509.4075
Totals: 172.4 22258.FB 22729.92 44968.E
3(a) of 11

Reception Area Specifications
Tract Field Irrigated Soli list Crop Time to 1st Crop 1st Crop Lbs NIAc Lbs N Total Ibs N
Acrea e Tvve Code Appiv Yield Ibs NlUnit Residual Me Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs NIAc Lbs N Total Ibs N
Code Avolv Yield Ibs NlUnit Residual /Ac Utilized
Total
Lbs NIAc
Total Ibs N
Utilized
1714
1
5.39
Au ills
O
Jun -Set
30.0
4
120
646.8
0
0
120
646.8
2
5.11
Tomahawk
O
Jurk-Sept
28.0
4
112
572.32
0
0
112
572.32
3
0.94
Tomahawk
O
Jun -Set
28.0
4
112
105.28
0
0
112
105.28
4
5.26
Goldsboro
O
Jun -Set
45.0
4
180
946.8
0
0
180
946.8
5
5.02
Goldsboro
0
Jun -Set
45.0
4
1B0
903.6
0
0
180
903.6
6
5.46
Goldsboro
O
Jun -Set
45.0
4
180
982.8
0
0
180
982.8
7
5.68
IGoldsboro
O
Jun -Set
45.0
4
180
1022.4
0
0
1B0
1022.4
8
6.92
Goldsboro
O
Jun -Set
45.0
4
180
1245.6
1
0
0
180
1245.6
10
6.24
Rains
O
JunSe t
44.0
4
176
1098.24
0
0
176
1098.24
11
6.36
Goldsboro
O
Jun -Set
45.0
4
180
1144.8
0
0
180
1144.8
12
5.72
Goldsboro
O
Jun -Set
45.0
4
180
1029.6
0
0
180
1029.6
13
5.78
Goldsboro
O
Jun Set
45.0
4
180
1040.4
0
0
180
1040.4
14
7.04
Goldsboro
O
Jun -Set
45.0
4
180
1 1267.2
0
0
180
1267.2
16
1.78
Rains
O
Jun -Set
44.0
4
176
313,28
0
0
176
313.28
17
3.35
Rains
O
Jun -Set
44.0
4
176
589.6
0
0
1 176
589.6
18
5.66
Rains
O
Jun -Set
44.0
4
176
996.16
0
0
176
996.16
19
5.6
Foreston
0
Jun -Set
40.0
4
160
896
0
0
160
896
20
6.3
Au ills
O
Jun -Sept
30.0
4
120
756
0
0
120
756
21
3.67
Rains
0
Jun -Sept
44.0
4
176
645.92
0
0
176
645.92
22
4.7
Rains
O
Jun -Set
44.0
4
176
827.2
0
0
176
827.2
23
1 3.49
Rains
O
Jun -Set
44.0
4
176
614.24
0
0
176
614.24
24
5.75
AutryvillB
O
Jun -Set
30.0
4
120
690
0
0
120
690
25
5.25
Tomahawk
O
Jun -Set
2890
4
112
1 588
0
0
112
1 588
26
6.34
AonLville
O
JunSe t
1 30.0
4
120
760.8
0
0
120
760.8
27
3.54
Autryville
O
Jun -Set
1 30.0
4
120
424.8
0
0
120
424.8
28
3.06
Au ills
O
Jun -Set
1 30.0
4
120
367.2
0
0
120
367.2
30
1.72
Rains
O
Jun -Set
44.0
4
176
302,72
0
0
176
302.72
31
6.28
Rains
O
Jun -Set
44.0
4
176
1105.28
0
0
176
1105.28
32
6.09
Rains
O
JunS t
44.0
4
176
1071.84
0
0
176
1071.84
33
3.78
Rains
O
Jun -Sept
44.0
4
176
665.28
0
0
1 176
665.28
34
3.15
Rains
O
Jun -Set
44.0
4
1 176
554.4
"
0
0
176
554.4
35
4.88
Goldsboro
O
Jun -Sept
45,0
4
180
878.4
0
0
180
878.4
36
6.90
Rains
O
Jun -Set
44.0
4
176
1228.48
0
0
176
1228.48
37
6.98
Rains
O
Jun -Sept
44.0
4
176
1228.48
1
0
0
176
1228,48
38
3.13
Tomahawk
O
Jun -Sept
28.0
1 4
112
350.56
0
0
112
350.56
Totals: 172.4 27860.48 0 27860.48
3{b} at 11

Reception Area Specifications Aerway AcreslCrops
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1stCrop Lbs N1Ac Lbs N Total lbs N
Acrea e TvPe Code APPIX Yield Ibs NfUnit Residual lAc Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs NlAc. Lbs N Total Ibs N
Code Appiv Yield Ibs NlUnit Residual fAc Utilized
Total
Lbs NJAc
Total Ibs N
Utilized
1714
subl
2.62
AubWlle
D
Feb15-June
85.0
1.25
15
91.25
239.075
N
Sept -Apr
45
2.4
108
282.96
199,25
522,035
SUM
1.51
Goldsboro
D
Feb15-June
130A
1.25
15
147,5
222.725
N
Sept -Apr
65
2.4
156
235.56
303.5
458,285
5ub4
1
Goldsboro
D
Feb15-June
130.0
1,25
15
147,5
147.5
N
Se t-A r
65
2.4
156
156
303.5
303.5
sub7
2.05
Rains
D
Feb15-June
125.0
1.25
15
141.25
289.5625
N
Sept -Apr
55
2.4
132
270.6
273.25
560.1625
sub9
4.65
Tomahawk
D
Feb15-Duna
75.0
1.25
15
78.75
366.1875
N
Se -A r
35
2.4
84
390.E
1 162.75
756.7875
sub10
1,61
AutryAlle
D
FeblS-June
85.0
1.25
15
91.25
1373875
N
Se t-A r
45
2.4
108
163.08
199.25
300.8675
sub11
1 2.3
Rains
I D
Feb15-June
125.0
1 1.25
15
1 141.25
324.875
1 N
Se t-A r
1 55
2.4
132
303.6
273.25
628,475
sub12
1.87
Rains
I D
Feb15-June
125.0
1.25
15
141.25
264.1375
N
Se t- r
55
2.4
1
132
246.84
273.25
510.9775
sub13
6.42
Rains
I D
Feb15-June
125.0
1.25
15
141.25
906.825
N
Se t-A
55
2.4
1
132
847.44
273,25
1754.265
sub14
1.45
Tomahaw
D
Feb15-June
75.0
1.25
15
78.75
114.1875
N
Se -A r
35
2.4
84
121.8
162.75
1 235.9875
1714
sub
2.62
Autryville
O
Jun Se
30.0
4
120
314.4
0
1 0
120
314.4
subl
1.51
Goldsboro
O
1 Jun -Sept
45.0
4
180
271.8
0
0
180
271.8
sub4
1
Goldsboro
O
Jun -Sept
45.0
1 4
1 180
180
1
0
0
180
180
sub7
2.05
Rains
O
Jun -Sat
".0
4
1 176
360.8
1
0
0
176
360.8
sub9
4.65
Tomahawk
O
Jun -Set
28.0
4
112
520.8
0
0
112
520.8
sub10
1.51
AutrvvIlle
O
Jun -Set
30.0
4
120
181.2
G
0
120
1 181.2
subll
2.3
Reins
0
Jun -Sept
44.0
4
176
404.8
0
0
176
1 404.8
sub12
1.87
Rains
0
Jun-Sept-44.0
4
176
329.12
0
0
176
1 329.12
all
8.42
Rains
O
JulrSe t
44.0
4
176
1129.92
D
0
178
1129.92
sub14
1.45
Tomahawk
O
JunSe t
28.0
4
112
162.4
'
0
0
112
162.4
EE!
Totals: 25.38 6868.103 3018.48 9886.583

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 Hybrid Bermudagrass - Grazed
C Hybrid Bermudagrass - Hay
D Corn - Grain
E Corn - Silage
F Cotton
G Fescue- Grazed
H Fescue - Hay
I Oats
J Rye
K Small Grain - Grazed
L Small Grain - Hay
M Grain Sorghum
N Wheat
O Soybean
P Pine Trees
Lbs N utilized 1 unit yield
1.6 lbs N / bushel
50 lbs N 1 ton
50 lbs N 1 ton
1.25 lbs N / bushel
12 lbs N 1 ton
0.12 lbs N / lbs lint
50 lbs N 1 ton
50 lbs N 1 ton
1.3 lbs N 1 bushel
2.4 lbs N 1 bushel
50 lbs N 1 acre
50 lbs N 1 acre
2.5 lbs N 1 cwt
2.4 lbs N 1 bushel
4.0 lbs N / bushel
40 lbs N 1 acre / yr
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

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PANjyrlanimal Farm Total/ r
Farrow to Wean
0.84
Farrow to Feeder
1
Farrow to Finish
4.1
14375 Wean to Finish
0.306
Wean to Feeder
0.072
Feeder to Finish
0.36
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 0 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 0 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 0 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 0 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
5of11

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
1714 1
Autryville
D
0.6
1
2
Tomahawk
D
0.45
1
3
Tomahawk
D
0.45
1
4
Goldsboro
D
0.4
1
5
Goldsboro
D
0.4
1
6
Goldsboro
D
0.4
1
7
Goldsboro
D
0.4
1
8
Goldsboro
D
0.4
1
#REF! #REF!
#REF!
#REF!
#REF!
#REF!
10
Rains
D
0.4
1
11
Goldsboro
D
0.4
1
12
Goldsboro
D
0.4
1
13
Goldsboro
D
0.4
1
14
Goldsboro
D
0.4
1
16
Rains
D
0.4
1
17
Rains
D
0.4
1
18
Rains
D
0.4
1
19
Foreston
D
0.5
1
20
Autryville
D
0.6
1
21
Rains
D
0.4
1
22
Rains
D
0.4
1
23
Rains
D
0.4
1
24
Autryville
D
0.6
1
25
Tomahawk
D
0.45
1
26
Autryville
D
0.6
1
27
Autryville
D
0.6
1
28
Autryville
D
0.6
1
30
Rains
D
0.4
1
31
Rains
D
0.4
1
32
Rains
D
0.4
1
33
Rains
D
0.4
1
34
Rains.
D
0.4
1
35
Goldsboro
D
0.4
1
36
Rains
D
0.4
1
37
Rains
D
0.4
1
38
Tomahawk
D
0.45
1
6 of 11

Additional Comments:
Aerway acreage sheet shows balance of total field acrea minus wet acres
at this site. This acreage will be claimed when making application
with an aerway machine. This acreage is optional.
Pulls 1-3, 24, 27, and 28 are optional for this plan. .
7 of 11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Scott Farm
Owner: Murphy -Brown, LLC
Manager:
Owner/Manager Agreement:
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 DWQ before the new
animals are stocked.
Itwe 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 NCDWQ upon request.
Name of Facility Owner: Murphy -Brown, LLC
Signature:
Name of Manager (if different from owner):
Signature:
David Nordin
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:
Date
Date
Date
8 of 11

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.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict. the rate of applications for
other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 14 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 pione to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or'to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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
(continued)
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 liquidlevel 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.

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w A r,,g
QG
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
December 21, 2007 R rCR1 Er)
Murphy -Brown, LLC
Scott Farm Sites 1-4 DEC 19 REC'O
PO Box 856
Warsaw, NC 28398 ]BY:
Subject: Certificate of Coverage No. AWS310005
Scott Farm Sites 1-4
Animal Waste Management System
Duplin County
Dear Murphy -Brown, LLC:
In accordance with your Request for Change of Operation Type received on December 11, 2007, we are
hereby forwarding to you this Certificate of Coverage (COC) issued to Murphy -Brown, LLC, authorizing
the operation of the subject animal waste management system in accordance with General Permit
AWG100000. Please note that this change in operation type does not allow an increase over the
previously permitted steady state live weight.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Scott Farm Sites 1-4, located in Duphn County, with an animal capacity of no
greater than an annual average of 14375 Wean to Finish swine. If this is a Farrow to Wean or Farrow to
Feeder operation, there may be one boar for each 15 sows. Where boars are unnecessary, they may be
replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts
for every 3 sows.
The COC shall be effective from the date of issuance until September 30, 2009, and shall hereby void
Certificate of Coverage Number AWS310005 dated July 1, 2007. You are required to continue annual
surveys of sludge accumulation in all lagoons at your facility; the one-year extension in Condition 111.19
does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and. maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is a
package containing the new and revised forms used for record keeping and reporting. Please pay careful
attention to the record keeping and monitoring conditions in this permit.
If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
Aquifer Protection Section 1636 Mail service Center
Internet: www.ncwateroualitv.ore Location: 2728 Capital Boulevard
An Equal OpportunitylAffirmalive Action Employer— 50% Recycled110% Post Consumer Paper
Na" Carolina
Naturally
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax E [phone]
Fax 2: [phone]
Customer Service: [phone]

The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per MRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910-395-3900. If you need additional information concerning
this COC or the General Permit, please contact Miressa D. Garoma at [phone].
Sinc
far Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Duplin County Soil and Water Conservation District
+�V� ImirigtonRegional-Offce, Aquifer_Protection.Section
AFO Unit Central Files
Permit File AWS310005

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007 R' c EI VEj
Murphy -Brown, LLC
Scott Farm Sites 14 JUN 2 $ 2007
PO Box 856
Warsaw, NC 28398 $XJ
Subject: Certificate of Coverage No. AWS310005
Scott Farm Sites 1-4
Animal Waste Management System
Duplin County
Dear Murphy -Brown, LLC:
In accordance with your application received on 11-Jun-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Murphy -Brown, LLC, authorizing the operation of the subject
animal waste management system in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Scott Farm Sites 14, located in Duplin County, with an animal capacity of no
greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 12246 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition III.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in -the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please pav
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwatgquality.ore Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50%Recyded110% Post Consumer Paper
1V)VM Carolina
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

If your Waste Utilization Plan has been developed based cm site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
` t under this permit convey any property Yri rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.'
Per 15A NCAC 02T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910-395-3900. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Duplin County Soil and Water Conservation District
Wilmington Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS310005

02/21/2007 WED 9:17 FAX'9102933138 WR.Nffi1 44- DWQ Wilmington
10001/007
lofosow n.
11y,
Mu
MUi'pLjY BrOWn LLC
PO Box 856
2822 Hwy 24 Wesl
Warsaw, NC 28399
Phofie [phone]
Fax [phone]
Fax Transmittal Sheet
F Pa es
]%one: _ _ — -- Date -
CC:
❑urgent• ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle

02/21/2007 WED 9:17 FAX [phone] WRI:.NNI 44- DWQ Wilmington
a
IM 002/007
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:
Facility Name:
Certified Operator Name:
31-5 County: Du 1p in _.
Scott Farm
Ron Taylor Operator Number: 27466
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon A Lagoon B Lagoon C Lagoon 4 Lagoon 5
Lagoon NameAD: A B C
Spitlway(Y or N): Y N N
Level(inches): 26 19 18
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates fro depopulation
'if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 2/21/2007
Thereby certify that 1 have reviewed the Information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
David Nordin Phone: [phone]
Facility Owner[Manager (print)
6 it 0 it Date: 2/2112007

02/21/2007 WED 9:18 FAX [phone] WRLNMI 44a DWQ Wilmington
9 003/007
II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD ANDIOR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure,ID: A(1&2)
2. Structure ID: B (3)
3. Structure ID: C (4)
4. Structure ID:
5. Structure ID:
6. Structure ID:
line m =
1687.E lb PAN
line rn =
956.4 lb PAN
line m =
1059.5 Ib PAN
line m =
lb PAN
line m =
lb PAN
line m =
lb PAN
n.lines 1+2+3+4+5+6= 3703.6lbPAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD DO NOT LIST FIELDS TO WHICH PAN CANNOT RE APPLIED DURING THIS 30 DAY PERIOD_
o. tract #
p. field #
[I. crop
r. acres
s. remaining IRR
2 PAN ialanoe
Vb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD Qbs.)
column r x s
u, application window'
1714
25w
Wheat
5.25
66.52
349.2
Sept - April
26 w
Wheat
6.34
107.32
680.4
Sept - April
7Z
Small Grain
1.51
61.45
92.8
Se t - 461
9
Small Grain
5.49
58.08
318.9
Sept - Apj
9Z
Small Grain
2.00
57.52
115.0
Sept - April
10
Small Grain
6.24
57.97
361.7
Sept - AprH
11
Small Grain
6.36
59.07
375.7
Se t - April
12
Small Grain
5.72
59.22
338.7
Sept -April
12Z
Small Grain
1.00
54.26
54.3
Sept - April
13
Small Grain
5.78
50.82
293.7
Sept - April
14
Small Grain
7.04
53.14
374.1
Sept -April
16
Small Grain
1.781
58.01
103.3
Seet - April
17
Small Grain
3.35
58.76
196.8
Sept - Aprd
17Z
Small Grain
2.05
55.83
114.5
Sept - April
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw dawn period.
v. Total PAN available for all fields (sure of column t) = 3769.1 lb. PAN
IV. FACILITY'S PoA OVERALL. PAN BALANCE
w. Total PAN to be land applied (line n from section 11)
PoA (30 Day) 2/21100
3703.6 lb. PAN

02/21/2007 WED 9:18 FAX [phone] WRLNlf1 444 DWQ Wilmington
14 004/007
x. CroWs remaining PAN balance (line v from section 111) _
y. Overall PAN balance (w - x) =
3765.1 lb. PAN
-66 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list coarse of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN Balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facility,
onto existing spray fields will continue as weather and field conditions permit. Additional land is
for pumping if needed.
PoA (30 Day) 2121I00

7
02/21/2007 WED 9:18 FAX [phone] WRLNN1 DWQ Wilmington
IM 005/007
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Namelidentifier (ID): A 1&2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
26.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard
32.0 inches
c. fine b - line a (inches in red zone) =
6.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation)
136465 ft2
e. line c/12 x line d x 7.48 gallons/W
510379 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
180 days
g. volume of waste produced according to structural design
153301 ft3
h. current herd #F-4-6-5-01 certified herd #1 4650
actual waste produced = current herd # x line g =
153301 ft'
certified herd #
i. volume of wash -water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 dayslline f=
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 1/24/2007
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00
��fl.3
81976 ft3
293312 gallons
2.10 lbs/1000 gal.
1687.8 lbs. PAN

02/21/2007 WED 9:18 FAX [phone] WRLNK ... DWQ W11mington
19006/007
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Namelldentifier (ID): 133
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker
95.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard
22,0 inches
c. line b - line a (inches in red zone) =
3.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation)
72785 ftz
e. line c112 x line d x 7.48 gallonsW
136108 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 89013 ft3
h. current herd # 2700 certified herd #1 2700
actual waste produced = current herd # x line g
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k, (lines h + i + j) x 7.48 x 30 days/line fW
4. Total PAN to be land applied during draw down period
1. current waste analysis dated J 1/24/2007
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00
89013 ft'
Qfts
57534 ft3
182695 gallons
3.00 Ibs11000 gal.
956.4 lbs. PAN

02/21/2007 WED 9:18 FAX [phone] WRLNId1 -+aa DWQ WilMington IM007/007
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
I. Structure Name/ldentifer (ID): I C 4
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker
18.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard
22.0 inches
c. line b - line a (inches in red zone) =
4.0 inches
d, top of dike surface area according to design
(area at below structural freeboard elevation)
129903 ft
e. line c/12 x line d x 7.48 gallons/W
323891 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 1 B0 days
g. volume of waste produced according to structural design 1fi1411 ft3
h. current herd # F-7-8-96-1 certified herd #1 4896
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i +j) x 7.48 x 30 dayslline f=
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 1/24/2007
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21100
161411 ft'
®ft3
7B689 ft3
299325 gallons
1.70 lbs/1000 gal.
1059.5 lbs. PAN

r
qq Environmental Chemists, Inc.
6602 Windmill Way • Wilmington, NC 28405
[phone] (Lab) • [phone] (Fax)
SM
710 Bowsertown Road • Manteo, NC 27954
[phone]
ANALYTICAL R CONSULTING
CHEMISTS NCDENR: DWQ CERTIFICATE #94. DLS CERTIFICATE #37729
Customer:
NCDENR DWQ
127 N. Cardinal Drive Ext.
Wilmington, NC 28405
Attn: Kevin Rowland
Date Sampled:
Sampled By:
WATER!
DEC 3 0 ZOG-i
REPORT OF ANALYSIS
12/22/04
Kevin Rowland
Date of Report: December 28, 2004
Purchase Order #:
Report Number: 4-8456
Report To: Kevin Rowland
Sample ID
Lab ID
Fecal Coliform,
colonies/100 mL
Date Analyzed
Pond
# 18714
1524
12/22/04
Comments:
Reviewed

rr
ENVIRONMENTAL CHEMISTS, INC
NCDENR: DWQ Cer0cate #%. DLS Ceotifleate #37739
Sample Collection and Chain of Custody
T'— T — t"lri____L war CT OA _&1—!1 OT _ 11a1._...
6602 Windmill Way
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Email: EchetoW a.anl.eom
�m
VN.■. ■{, L {. 1 — i■aaA%A%'Az&GiJ
Sample
Identification
— JJaaa ■ir — •► %.anq
Collection
67 A '-V
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v
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PRESERVATION
ANALYSI5 REQUESTED
m
1
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DATE
TIME
TEMP
�-_n
/
j _eca
G
G
C
P
G
G
C
P
G
G
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C
P
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G
C
P
G
G
C
P
G
I G
Transfer
Relinquished By:
Date/Time
Received by:
Date/Time
1.
2.
Temperature when eceived: Accepted: ✓ I
Delivered By: Received By:
. Comments:
e Requested:
Date: faY Time: 121 31t�, /
I

IMPORTANT NOTICE
North Carolina Division of Water Qualify (NCDWQ) is strictly enforcing EPA regulations for sample collection and
preservation.
Client Must Provide the Following Information
1. SAMPLE IDENTIFICATION (Container Associated with requested testing)
2. SAMPLE TYPE (Composite, Grab, Water Soil, etc.)
3. DATE COLLECTED
4. TIME COLLECTED
SAMPLE COLLECTOR
6. PRESERVATION (Including Temperature and pH)
Temperature: Samples MUST he refrigerated or received an ice between 2 and 6 o C. Samples received
within.two (2) hours of collection must show a downward treud. Therefore, please record temperature at
collection in space provided on collection sheet
pfl: A two (2)-hour limit to chemically preserve samples by pH adjustment is allowed, except for metals
samples reported to the Groundwater Section which must be acidified at the time of collection.
Caution
These sample bottles may contain =211. amomits of acid or other corrosive and potinitially harmful
chemicals. Laboratories are required to add these chemicals for certain analyses in order to comply
with EPA preservation requirements. Use extreme care when opening and hand hng the bottles. If
any chemical should get on your skin or clothes flush liberally with water and seek medical attention.
DECHWRINATION INSTRUCiTONS
CAUTION: DO NOT Mix thiosulfate with acid in bottle before collecting samples as a
violent reaction will occur.
Dechlorinating Samples that Require Acid Preservation
1. Add 4-5 gtmmle:s of thiosalfate to a bottle with no acid preservative (unpreserved BOWMS bottle).
? _ After mm ng to dissolve the thiosulfide, pour half of the sample into a bottle containing acid as a
preservative (Ammonia rKN).
3. then completely fill both bottles with fresh sample.
The Laboratory will verify and docnzment the above requested information.
ref NCAC 2H.0$05 (a) (7) (M).
At any time a laboratory receives samples which do not meet sample collection, holding time, or presevalion
regnjreinents, the laboratory must notify the sample collector or client and sem a another sample if possible. If another
sample at be seamed, the original sample may be analyzed, but the results reported must be qualified with the nature
of the infrection(s). And the laboratory must notify the State Laboratory about the infraction(s). The notification must
inchide a statement indicating eve actions talrm to prevent the problem for future samples.
re£ 0805 "

0
ANIMAL FACILITY ANNUAL CERTIFICATION FOMNI
AMENDIIENT
Year: 2003
Permit Number: NCA231005
County: D_ uplin
Facility #: 31-5
Facility Name: Scott Farm Sites 14
6. Annual average number of animals by type at this facility during the
previous year:
Wean — Feeder:
Feeder — Finish: 9,156
Farrow — Wean:
Farrow — Feeder:
Boar Stud:
Wean - Finish:
Commercial Nursery_
Total Average: 9,156

ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number NCA231005 County Duvtin Year 2003
Facility Name (as shown on Certificate of Coverage or Permit) Scott Farm Sites 14
L
RECEIVED
,MAR 0 1 2004
WMFER QUA UTy SECW
Operator in Charge for this Facility Paul Eisner Certification # 28948 Non'Disc. argc ComF'�ce Erd
Land application of animal waste as allowed by the above permit occurred during the past calendar year
X Yes No. If NO, skip Part I and Part 1� and proceed to the certification. Also, if animal waste was
generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I: Facility Information:
1. Total number of application Fieldsoo-r Pulls ❑ (please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): F-27/P-NIA Total Useable Acres approved in the CAWMP
226.47
2. Total number of Fields or Pulls ❑ (phase check the appropriate box) on which land application
occurred during the year: F-15/P-NIA Total Acres on which waste was applied 180.04
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
25,521.22
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit: 52,434.22
a. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year ❑ tons ❑ or gallons (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
NIA Information provided by Mav 1, 2004
7.Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest N/A
Smallest N/A
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average numbers)
8. Facility's Integrator if applicable:L�-C-
Part 11: Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS `'NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT. THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
Only animal waste generated at this facility was applied to the permitted sites during R,,Vre-; ❑ No
the past calendar year.

2.
The facility was operated in such a way that there was no direct runoff of waste from
V Yes
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
3.
There was no discharge of waste to surface water from this facility during the past
9-yes ❑ No
calendar year.
4.
There was no freeboard violation in any lagoons or storage ponds at this facility during
❑ Yes ❑'No
past calendar year. Po A - 7 / t i,/o 3 -)/; 5 / 0 3
024/o3 r,,/ao Jo3
5.
There was no PAN application to any fields or crops at this facility greater than the
2-Yes ❑ No
levels specified iri this facility's CAWMP during the past calendar year.
6.
All land application equipment was calibrated at least once during the past calendar year.
��
E� Yes ❑ No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon
was designed or reduce the lagoon's minimum treatment volume to less than the volume
❑ Yes
❑ No
for which the lagoon was designed.-- - 0
*NIA Will be done and on file by April 24, 2004
8. A copy of the Annual Sludge Survey Form for this facility is attached to the Certification-
❑ Yes
❑ No
*NIA Will be done and on file by April 24, 2004
9. Annual soils analysis were performed on each field receiving animal waste during the
&Vfes
❑ No
past calendar year.
10. SoiI pH was maintained as specified in the permit during the past calendar Year?
❑des
❑ No
11. All required monitoring and reporting was performed in accordance with the facility's
Yes
❑ No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during El Yes �No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality. f5e<c 5• or-,�s 4-I��1 r.�Yc rs
13. Crops as specified in the CAWMP were maintained during the past calendar year on all Yes El No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAWMP for this facility were Yes ❑ No
maintained during each application of animal waste during the past calendar year.
"I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
AA 4- Oham,/ — 1v ro ►J r. , LL—C—
Parmit ee Nam type or print)
-d
Si e of e Date
Signature of Operator in Charge Date
(if different from Pennittee)

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
RECEIVED
Facility Number: 31-5 County: Dupiin
Facility Name: Scott Farm JUL 2 9 2003
Certified Operator Name: Q_ & 171 Operator Number: 4-'SS 7b DWQ_WARO
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/]D: C (#4) (/
Spillway(Y or N): N
Level(inches): 16 s✓Cf�
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more stfuctures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
"Attach a complete schedule with corresponding animal units and dates fro depopulation
"if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste:
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information Is
accurate and correct.
Phone: ��� ' •�96 -3731
acility Owne /Manager (print)
III F'4`-C- Date:
Facility Owner/Manager (signature)

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Namelldentifier (ID): C
2. Current liquid volume in 25 yr.124 hr. storm storage S structural freeboard
a. current liquid level according to marker 16.0 inches
b_ designed 25 yr.124 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 3.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 129903 ft'
e. line c112 x line d x 7.48 gallonslft3 242919 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 161411 ft3
h. current herd # 4896 certified herd #1 4896
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i +j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 0611012003
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
161411 ft3
®ft3
78689 ft3
299325 gallons
2.80 Ibs11000 gal.
1518.3 lbs. PAN
PoA (30 Day) 2/21100

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE
STRUCTURES FOR FACILITY
1. Structure ID: C
line m = 1518.3 lb PAN
2. Structure ID:
line m =
lb PAN
3. Structure ID:
line m =
lb PAN
4. Structure ID:
line m =
lb PAN
5. Structure ID:
line m =
lb PAN
6. Structure ID:
line m =
lb PAN
n. lines 1 +2+3+4+5+6= 1518.3 ibPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOW?
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING T+IIS 30 DAY PERIOD
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
L TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window
1714
2
Corn
28.30
85.60
2422.5
Mar -Au
3
Corn
11.70
73.41
858.9
Mar -Au
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 3281.4 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 1518.3 lb. PAN
PoA (30 Day) 2121/00

x. Crop's remaining PAN balance (line v from section lll) = 3281.4 lb. PAN
y. Overall PAN balance (w - x) _ -1763 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
PoA (30 Day) 2121100

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-5 County: Duplin
Facility Name: Scott Farm
Certified Operator Name: /�O� D Bz, YOperator Number:
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: B (#3)
Spillway(Y or N): N
Level(inches): 14
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates fro depopulation
`if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: -
hereby certify that l have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
-1)XV1 1VP,4j,k Phone: ��� _-2* '—?73I
�acilgy Owner/Manager (print)
/Z?y- X z (f Date:
Facility Owner/Manager (signature)

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIE:
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): IScoft B #3
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 14.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 5.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 72785 ftz
e. line c112 x line d x 7.48 gal lonstW 226847 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 89013 ft3
h. current herd # 2700 certified herd #1 2700
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 daysAine f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 07121/2003
m. ((lines e + k)/1000) x line
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
89013 ft3
L � 1ft3
57534 ft3
182695 gallons
1. 701 lbs11000 gal.
696.2 lbs. PAN
PoA (30 Day) 2/21100

If. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Scott B (#3) line m = 696.2 lb PAN
2. Structure ID: line m = lb PAN
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
line m =
lb PAN
line m =
lb PAN
line m =
-lb PAN
line rn =
lb PAN
n.lines 1+2+3+4+5+6= 696.2lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOW?
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING TIHIS 30 DAY PERIOD
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
L TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
1714
1
Corn
5.39
68.56
369.5
Mar -Au
9
Corn
5.49
27.43
150.6
Mar -Au
14
Corn
7.04
34.08
239.9
Mar -Au
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 760.1 Ib. PAN
IV. FACILITY`S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 696.2 lb. PAN
PoA (30 Day) 2/21100

x. Crop's remaining PAN balance (line v from section lil) = 760.1 Ib. PAN
y. Overall PAN balance (w - x) _ -64 Ib. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
PoA (30 Day) 2/21100

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-5 County: Duplin
Facility Name: Scott Farm
Certified Operator Name: )�678e4 6 erg Il Operator Number: ; S S70
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: A (#1&2)
Spillway(Y or N): N
Level(inches): 15
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWO prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates fro depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste:
hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
/fiLt4-Z itj J6/9cdn LLc/i9r,4-7 Phone: ell 0 .2?6 - 3731
Facility Owner/Man ger (print) /
_M LGC �IJ /! -� Date: 7///- 1"3
Facility Owrfer/Manager (signature)

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIE:
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (113): JA #1 & 2
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr.124 hr. storm & structural freeboard
c. line b - line a (inches in red zone) =
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c112 x line d x 7.48 gallonsfif
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
15.0 inches
19.0 inches
4.0 inches
136465 ft2
340253 gallons
180 days
g. volume of waste produced according to structural design 153301 ft3
h. current herd # 4650 certified herd # 4650
actual waste produced = current herd # x line g = 153301 ft3
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 06/24/2003
m. ((fines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
01W
81976 ft3
293312 gallons
1.60 Ibs/1000 gal.
1013.7 lbs. PAN
PoA (30 Day) 2/21/00

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: _ A (#1 & 2) line m = 1013.7 lb PAN
2. Structure ID: line m = lb PAN
3. Structure ID: line rn = lb PAN
4. Structure ID: line m = lb PAN
5. Structure ID: line m = lb PAN
6. Structure ID: line m = lb PAN
n. lines 1 +2+3+4+5+6= 1013.7 lb PAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWI'
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
L TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
10
Corn
6.24
60.58
378.0
Mar -Jul
11
Corn
6.36
39.66
252.2
Mar -Jul
12
Corn
5.72
39.50
225.9
Mar -Jul
13
Corn
5.78
27.18
157.1
Mar -Jul
16
Corn
1,78
23.46
41.8
Mar -Jul
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 1055.1 lb, PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 1013.7 lb. PAN
PoA (30 Day) 2121 /00

x. Crop's remaining PAN balance (line v from section III) = 1055.1 lb. PAN
y. Overall PAN balance (w - x) = -41 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, Nerd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
PoA (30 Day) 2/21/00

Freeboard Notification _ !
r
Subject: Freeboard Notification
Date: Tue, 24 Jun 2003 15:45:13 -0400
From: "Cavenaugh, Tonya"<[e-mail]>
To: "' stonewall. [e-mail]"' <[e-mail]>,
"'[e-mail]"' <[e-mail]>
The following Murphy -Brown, LLC Kenansville Division has a freeboard level less than 19
inches.
Facility # Farm Name Lagoon ID Freeboard Level
NCA231005 Scott Farm B 18"
A PoA will follow this notification. If you have any questions or comments, please contact
David Nordin at 910-296-3731.
Tonya Carenaugb
Alurphy Bmwn LLC
Kenansrzlle Division
(910) 296-373 2
1-and & Nutrient Alanagenient
Administrative Assistant
Name: Notebook.jpg
. NotebookJp9 Type: JPEG Image (image/jpeg)
Encoding: base64
1 of 1 7/16/2003 3:22 PM

Freeboard Notification
Subject: Freeboard Notification
Date: Tue, 17 Jun 2003 14:33:34 -0400
From: "Britt, RO (BOC)" <[e-mail]>
To: "'[e-mail]"' <[e-mail]>,
"' John. [e-mail]"' <[e-mail]>
CC: "Nordin, David" <[e-mail]>,
"Nordin, David" <[e-mail]>
The following facility for Murphy -Brown, LLC Kenansville division has a freeboard level less than 19 inches.
Facility # Farm Name Lagoon ID Freeboard Level
NCA231005 Scott Farm C 18
A PoA will follow this notification. If you have any questions or comments please contact David Nordin at
910-296-3731.
1 of 1 7/ 16/2003 3:24 PM

Lagoon Freeboards
Subject: Lagoon Freeboards
Date: Mon, 14 Jul 2003 16.29:01 -0400
From: "Nordin, David"<[e-mail]>
To: "'[e-mail]"' <stonewall. mathis@ncmail. net>
CC: "'[e-mail]"' <John.coll ege@ncmail. net>,
. "'Rick. [e-mail]"' <Rick,[e-mail]>
Freeboard Levels - Murphy Brown LLC Kenansville Division - 7/14/03
Farm Facility#
2147 31 - 468
Batchelor 31 - 563
Turner Sow 31 - 57
3620
31 - 400
Scott
31 - 5
Envirotech 31 - 177
3090
31 - 678
2149
31 - 567
2704
31 - 375
Lagoon Level
17 inches
A - 17 inches
B - 17 inches
S1 - 14 inches
S2 - 14 inches
S3 - 17 inches
18 inches
15 inches
S1 - 18.5 inches
18 inches
16 inches
16 inches
2706 31 - 375 10 inches In addition to a 30 day PoA, a 5 day PoA will be submitted for
this farm.
If you have any further questions, please call me at 910 - 296 - 3731.
Thank You
David Nordin
Land & Nutrient Management
Murphy Brown LLC
Kenansville Division
1 of 1 7I1612003'3:02 PM

urp y- rown LLC PO Drawer 856
Mr. Shiver,
2822 Hwy. 24 West
Warsaw, NC 28398
Tel: [phone]
Fax.-910-293-3138
The following farms within the Murphy -Brown, LLC system had plan
amendments made to extend pumping windows and add additional PAN where needed.
The plan amendments are attached for each farm.
Farm Name Facility Number
Turner Farms, LLC 31-396
Scott Farm 31-5W 3 r
If there are any questions please let me know.
Regards,
Todd Rowe, CCA
Agronomist
Murphy -Brown, LLC

CAWMP AMENDMENT
Scott
6/23/03
This amendment is intended to provide additional Nitrogen to the corn crop.
Tissue analysis was conducted on the corn crop on June 16, 2003. The results of this
analysis indicated the plants to be low in Nitrogen. Upon evaluation of the tissue sample
results and the crop that is planted, it is found that additional Nitrogen is required for the
corn crop. The additional Nitrogen is mainly due to the wet weather conditions that have
been seen so far this growing season. Several processes have caused Nitrogen to be lost
from the soil and restricted uptake by the plant. This additional Nitrogen is for
supplementation of the required PAN in the waste management plan.
Hydrant
1
2
3
9
10
11
12
13
14
16
17
18
19
20
27
28
Murphy Flarms, Owner
Manager
C
Technical Specialist
Sunnlemental Nitrogen Der acre (hounds
37.1
37.1
37.1
19.5
19.5
21
21
21
21
17.25
17.25
17.25
17.25
17.25
26.5
26.5
7/,/3
Date
?// Ao
Date
Date

SUN 2 3 2pp3
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITT�
Facility Number: 31-5 County: Duplin
Facility Name: Scott Farm
&1xrfCertified Operator Name: I Ir�I Operator Number:
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: C (#4)
Spillway(Y or N): N
Level(inches): 18
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 Dour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWO prior to.transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates fro depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste:
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
DV—jW17 ZLC /i'Di�l�of�e. 00 C96 -- -?'7 1
Facility Owner/Manager (print)
A, , -4 Date: 3
Facility Owne /Manager (' ture) If F

TSES 0+i65 2000 OfiTT 'COOL
Murphy -Brown.
785 Hwy. 24-54 .... ; IN
Warsaw, NC 28348
2SE5 D+r65 2000 OfiTT 'COOL
Mr. Stonewall Mathis
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
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City, state, uP+
PS Form :r, January
2001
I

9102333138
P•2
Jun 23 03 05:02p MURPHY--BROWN
i
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACIL
Facility Number. 31-5 County: Duplin -
Facility Name: Scott Farm
Certified Operator Name: Operator Number. �Sts7a
i. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest paint on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoons Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: 6 (#3
Spillway(Y or N):
Level(inches):
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section Ill tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
"Attach a complete schedule with corresponding animal units and dates fro depopulation
`if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste:
I hereby certify that I have reviewed the Information listed above and included within the
attached Plan of Action, and to the best of my knowtedge and ability, the information is
accurate and correct
l�(GCrphN & Jrl ih Phone:
Facility ner/MaKager (print)
Date:
Facility Owner/Manager (signature)
4 - .2L a3

Jun 23 03 05:03p MURPHY-BROWN 9102933138 P.3
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure NamelIdentifier (ID): I Scott 13 #3
2. Current liquid volume in 25 yrJ24 hr. storm storage & structural freeboard
a. current liquid level according to marker
18.0 inches
b. designed 25 yrJ24 hr. storm & structural freeboard
19.0 inches
c. line b - line a (inches in red zone) =
1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation)
72785 it2
e, line c112 x line d x 7.48 gallonse
45369 galk)m
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 89013 ft3
h. current herd # 2700 certified herd # 2700
actual waste produced = current herd # x line g =
certified herd #
1. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 1 06/10/2003
m. ((lines e + k)I1000) x line I =
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00
89013 h'
Uft,
57534 ft3
182695 gallons
2.4o Ibs/1000 gal.
547.4 lbs. PAN

Jun 23 03 05:03p MURPHY-BROWN 9102933138 p.4
11. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Scott B #3
line m =
547.4 !b PAN
2. Structure ID:
line m =
Ib PAN
3. Structure ID:
line m =
lb PAN
4. Structure ID:
line rn =
lb PAN
5. Structure ID:
line m =
lb PAN
6. Structure ID:
line m =
lb PAN
n. lines 1 +2+3+4+5+6= 547.4lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOW!
PFRinn_ nr3 NOT LIST FIFI nS TO WHICH PAN CANNOT RF OPPIJFn nt1RING T1H1S Rn DAY PERIOD
o. tract #
p. field #
q. crop
r. acres
s. remaining RR-
2 PAN balance
(Iblacre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. appicauan windows
1714
1
Corn
5.39
46.50
250.6
Mar -Au
9
Corn
5.49
40.15
220.4
Mar -Au
14
Corn
7.04
106.87
752.4
Mar -Au
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 1223.4 lb. PAN
IV. FACILITY'S POA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 547.4 lb. PAN
PcA (30 Day) 2121/00

Jun 23 03 05:03p MURPHY-BROWN 9102933138 p.5
x. Crop's remaining PAN balance (line v from section III) = 1223.4 lb. PAN
y. Overall PAN balance (w - x) = -676 lb. PAN
Line y must show as a deficit. if line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facility. _
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
POA (30 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIE:
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/identifier (ID): C
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker I 18.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard I 19.0 inches
c. line b - line a (inches in red zone) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 129903 f
e. line c/12 x line d x 7.48 gallons/ft3 80973 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 161411 ft3
h. current herd # 4896 certified herd #1 4896
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 06/10/2003
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
161411 ft3
© ft3
78689 ft3
299325 gallons
2.80 Ibs/1000 gal.
1064.8 lbs. PAN
PoA (30 Day) 2/21/00

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: C
line m = 1064.8 lb PAN
2.
Structure ID:
line m =
lb PAN
3.
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n.lines 1+2+3+4+5+6= 1064.8lbPAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWP
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window
1714
2
Corn
28.30
54.46
1541.2
Mar -Au
3
Corn
11.70
71.62
838.0
Mar -Au
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 2379.2 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 1064.8 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section Ill) = 2379.2 lb. PAN
y. Overall PAN balance (w - x) _ -1314 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
PoA (30 Day) 2/21/00

Memo for Facility 4 31-5, Scott Farm, Murphy Farms - owner
Kraig Westerbeek of Murphy called Dean Hunkele of DWQ on January 14, 2002 in the a.m. to
say that a lagoon closure at the referenced farm would begin this week.
Stonewall Mathis
January 14, 2002

RECFJVED
FEB 0 5 2001 Animal Waste Storage Pond and Lagoon Closure Report
(Please type or print all information that does not require a signature)
B` r.
Name of Farm: Scott Farm #1 Facility No: 31 -5
Owner(s) Name: Murphy Farms, Inc.
Mailing Address: PO Box 759 Phone No: -910 289 2111
Rose Hill, NC 28458 County: Duplin
Operation Description (remaining animals only):
0 Please check this box if there will be no animals on this farm after lagoon closure. If there will be animals
on the site after lagoon closure, please provide the following information on the animals that will remain.
Operation Description:
Type of Swine
[�
wean to Feeder
©
Feeder to Finish
0
Farrow to Wean
C]
Farrow to Feeder
Farrow to Finish
No. of Animals
I 1 ) a -f (,
Type of Poultry
0 Layer
0 Pullets
Other Type of Livestock
No. of Animals
Type (No. of Animals
Q Dairy
0 Beef
Number of Animals:
Will the farm maintain a number of animals greater than the 2H.0217 threshold? Yes C " No p
Will other lagoons be in operation at this farm after this one closes? Yes No M
How many lagoons are left in use on this farm? a
(Name) T)cn w 14 e.t cof the Water Quality Section's Staff in the Division of Water Quality's
(J, �.,, -, —" o -- Regional Office (see map on back) was contacted on
113 / 0 1 (date) for notification of the pending closure of this pond ar lagoon. This notification was
at least 24 hours prior to the start of closure which began on I l �i / a a o 1 (date).
I verify that the above information is correct and complete. I have followed a closure plan which meets all NRCS
specifications and criteria. I realize that 1 will be subject to enforcement action per Article 21 of the North Carolina
General Statutes if I fail to properly close out the lagoon.
Name of Land Owner Please Print):
Signature:
_Murphy Farms -
.,a- —_ -Date:
The facility has followed a closure plan which meets all requirements set forth in the NRCS Technical Guide
Standard 998. The following items were completed by the owner and verified by me: all waste liquids and sludges
have been removed, all slopes have been stabilized as necessary, and vegatation established on all disturbed
areas.
Name of Technical Specialist (Please Print):
Affiliation: Murphy Farms, Inc.
Address (Agency): E.Q.Jl3ex 759, sE
Signature: .^--
Kraia A. Westerbeek
Phone No. [phone]
Date: V Y / /D /
PLC - 1 May 3, 1996

31- O T_
State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Division of Water Quality
Certified Mail
Return Receipt Requested
Mr. Kraig Westerbeek
Murphy Family Farms
Scott Farm 14
P.O. Box 759
Rose Hill, NC 28458
Dear Mr. Westerbeek:
/ • .
NMCDENR
ENVIRONMENT ANa NATURAL RESOURCES
October 27, 2000
Subject: Wettable Acres Determination
Status $ Notification
Scott Farm 31-05
You were sent a letter on January 15, 1999 requesting that you provide me with the necessary
information to complete the evaluation of your facility with respect to a Wettable Acres Determination. The .
result of this evaluation and the required action to be taken by you is indicated below.
X_ Based upon the new information your facility is exempt at this time from undergoing a
Wettable Acres Determination. No further action is necessary at this time:
Information that was provided was not sufficient to exempt the facility from a Wettable
Acres Determination. The Division of Water Quality will. notify you at a later date by
certified mail detailing the requirements of a Wettable Acres Determination.
If you have any questions regarding this letter, please do not hesitate to contact me at the
Wilmington Regional Office at [phone] east. 225
Sincerely,
Greer McVicker
Environmental Specialist
CC'. Non -Discharge Compliance Unit
V1A10li`F'.ites3�tr6s_�
127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State of North Carolina IT4
3 1- 6!5�
Department of Environment�EIVED lkf?W
and Natural Resources •
OCT 2 6 2000 f
James B. Hunt, Jr., Governor 1 BY:
Bill Holman, Secretary NCDENR
Kerr T. Stevens, Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
August 1, 2000
CERTIFIED MAII.
RETURN RECEIPT REQUESTED
Murphy Family Farms
Scott Farm Sites 1-4
313 Elvin Carter Lane
Warsaw NC 28398
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
Scott Farm Sites 1-4
Facility Number 31-5
Duplin County
Dear Murphy Family Farms; _
A letter dated January 15, -1999 was sent.to advise you about concerns associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
An evaluation by Greer McVicker on 1 1/3/99 was made to review the actual number of acres at your
facility that receive animal waste during land application. The evaluation of your facility has yielded one of
the following two results as indicated by the box marked with an "X".
Category 1:
The evaluation of. your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Greer McVicker the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Greer _ 7 Cardinal -Drive
Extension, Wilmington, NC 28405-3845, within in 90 ays of the receipt of this Letter. If you
have any questions please contact Greer McVicker at (9'10) 395-3900. If within 00 days
you are unable to provide Greer McVicker with the information you are automatically
required to complete a Wettable Acre Determination as described by Category 2
below, within 180 days of receipt of this letter.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Wettable Acres Determination Certification
Name of Facility: _reh,rnn, it t Facility Number: 3_- 5
Owner(s) Name:
Mailing Address: 2513 F I
Phone No�fo��g3 9 `f0 S
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name: :3(LW-K ? r
Owner Signature: Date: fo42 J& ga.
Technical Specialist Name
Technical Specialist Signature:
I+C11 C ��
If assisted by an Irrigation Specialist or Irofessional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature: Date:
Submit this form to-
Attn: Sonya Avant
NC Division of Water Quality
Non -Discharge Compliance & Enforcement Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
WADC - 7/99

- -
a
�.bVERO
.� <
PRODUCER: Scott Farms 1,2,3,4 - Murphy Farms
LOCATION: 313 Elvin Carter Lane
Warsaw, NC 28398
TELEPHONE: [phone]
TYPE OPERATION: Feeder - Finish
NUMBER OF ANIMALS: 12,246
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface 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. 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. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. 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 DEM regulations. 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 applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
Page 1

12246 animals X iv% (tons) waste/animal/year = 23,267.4 (tons) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
12246 animals X 13 lbs. PAN/animal/year = 28,165.8 Ibs. PAN/year. (PAN from N.C.
Guide Std. 633) Tech
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
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvae Per Acre Utilized AiaWication
T1714
1
AuB
Bermuda
275
11.44
3146
March - Oct.
T1714
8
AuB
Bermuda
275
5.75
1581.25
March - Oct.
T1714
10
AuB
Bermuda
275
6.60
1815
March - Oct.
OPTIONAL
0
T1714
1,8,10
AuB
Small Grain
50
23.79
1189.5
Sept. - April
0
0
0
0
0
a
0
Total 1 23.791 6,542.25 1
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

VIiA E` g 1LtTQ P'Am
N
A SIR£>;
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 21)
Tract Field Soil Crop Lbs, N Acres Lbs. N Month of
�.pe Per Acre Utilized Application
" See footnote for Table 1.
Totals from above Tables
Acres
Lbs. N
Utilized
Table 1
23.79
6,542.25
Table 2
170.41
31,143.00
Total
19420
37,685.25
Amount of N Produced
28,165.80
Surplus or Deficit
9,519.45
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate In/Hr Amount (In.
1,8,10
AuB
Bermuda
0.6.5-1
2,4
GoA
Row Crops
0.5
.5-1
3
Go/Ra/FO
Row Crops
0.5
.5-1
5,7,11
Ra
Row Crops
0.4
.5-1
6
FoA
Row Crops
0.5
.5-1
9,14
To
Row Crops
0.4
.5-1.0
12,13 1
Goa/Ra
Row Crops
0,5
.5-1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for -UM days of temporary storage and the temporary storage
must be removed on the average of once every $ MONTHS. In no instance should the volume
of waste being stored in your structure -exceed Elevation *see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or
Soil and Water Conservation District office after you receive the waste analysis report for
assistance in determining the amount per acre to apply and the proper application rate prior to
applying the waste.
Narrative of operation:
Acres shown are 'wetted' acres. The deficit shown will be used, in the next few years, to apply
sludge in an effort to close the old lagoons at this farm. Approximately_ 300 Ibs of additional
PAN will come from the old lagoons each year until they are closed.
Page 4

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 waste, he/she shall provide a copy 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 facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application 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 that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
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 irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When 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.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

REQUIRED SPECIFICATIONS
(continued)
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 Waste nutrients 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 from any perennial stream or river (other than an irrigation ditch or 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. (See Standard 393 - Filter Strips).
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 wetlands
provided they 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 courses 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.
Page 6

REQUIRED SPECIFICATIONS
(continued)
17 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.
18 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.
19 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 animal waste
during the crop season.
20 . 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.
21 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
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
22 Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

owl
1
Name of Farm: Scott Farm 1-4
Owner / Manager Agreement
(we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. 1 (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved 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 DEM upon request.
Name of Facility Owner: Murphy Farms
(Please print)
Signature: Date: 60
Name of ager (If different from owner):
Signature:
Date:
Name of Technical Specialist: (Please print) Kraig A. Westerbeek
Affiliation: Murphy Family Farms
Address Q
Signature:

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Scott Farm - Murphy Farms
Address: 313 Elvin Carter Lane
Warsaw, NC 28398
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres)
Soil Type Slope % Crop(s)
County: Duplin
Date: 10/24/00
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
(In/hr)
(inches) Comments
1
11.44
AuB
<5
Bermuda
0.6
.5-1
Pulls 1-3
2
28.34
GoA
<5
Row Crops
0.5
.5-1
Pulls 4-8
3
11.73
GoA/Ra/Fo
<5
Row Crops
0.5
.5-1
Pulls 9-10
4
24.9
GoA
<5
Row Cro s
0.5
.5-1
Pulls 11-14
5
10.79
Ra
<5
Row Crops
0.5
.5-1
Pulls 16-18
6
11.9
FoA
<5
Row Crops
0.5
.5-1
Pulls 19,20
7
13.58
Ra
<5
Row Cro s
0.5
.5-1
Pulls 21-23,30
8
5.75
AuB
<5
Bermuda
0.6
.5-1
Pull24
9
11.59
To
<5
Row Crops
0.5
.5-1
Pulls 25,26
10
6.6
AuB
<5
Bermuda
0.6
.5-1
Pulls 27,28
11
12.37
Re
<5
Row Crops
0.5
.5-1
Pulls 31,32
12
11.81
GoA/Ra
<5
Row Crops
0.5
.5-1
Pulls 33-35
13
13.96
GoA/Ra
<5
Row Crops
0.5
.5-1
Pulls 36,37
14
3.13
To
<5
Row Crops
0.5
.5-1
Pull 38
15
16.31
AuB
<5
Row Crops
0.5
.5-1
Pulls 39-41

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment, 3" Hardhose Travellers
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ft/min) (in/hr.) Width(ft.) Length(ft) (feet) (Inches) at Gun(psi) at reel(psi) Pattern Comments - Acres per pull
F1,H1
2.01
0.41
277
610
315
1.18
60
105
330
5.39
F1,H2
2.41
0.56
250
700
315
1.18
60
105
220
5.11
F1,H3
2.41
0.56
230
0
315
1.18
60
105
220
0.94
F2,H4
2.01
0.41
277
590
315
1.18
60
105
330
5.26
F2,H5
2.01
0.41
240
660
315
1.18
60
105
330
5.02
F2,H6
2.01
0.41
240
740
315
1.18
60
105
330
5.46
F2,H7
2.01
0.41
240
780
315
1.18
60
105
330
5.68
F2,H8
2.01
0.41
277
850
315
1.18
60
105
330
6.92
F3,H9
2.41
0.56
250
860
315
1.18
60
105
220
5.49
F3,H10
2.01
0.41
277
850
315
1.18
60
105
330
6.24
F4,H11
2.01
0.41
277
870
315
1.18
60
105
330
6.36
F4,H12
2.01
0.41
240
900
315
1.18
60
105
330
5.72
F4,H13
2.01
0.41
240
910
315
1.18
60
105
330
5.78
F4,H14
2.01
0.41
277
870
315
1.18
60
105
330
7.04
F5,H16
2.01
0.41
277
150
315
1.18
60
105
330
1.78
F5,H17
2.01
0.41
240
500
315
1.18
60
105
330
3.35
F5,H18
2.01
0.41
277
760
315
1.18
60
105
330
5.66
F6,H19
2.01
0.41
277
750
315
1.18
60
105
330
5.60
F6,H2O
2.01
0.41
277
860
315
1.18
60
105
330
6.30
F7,H21
2.01
0.41
277
340
315
1.18
60
105
330
3.67
F7,H22
2.01
0.41
240
590
315
1.18
60
105
330
4.70
F7,H23
2.01
0.41
240
360
M5
1.18
60
105
330
3.49
F8,H24
2.01
0.41
294
650
315
1.18
60
105
330
5.75
F9,H25
2.41
0.56
240
740
315
1.18
60
105
220
5.25
F9,H26
2.01
0.41
277
760
315
1.18
60
105
330
6.34
F10,H27
2.41
0.56 .
170
680
315
1.18
60
105
220
3.54
F10,H28
2.41
0.56
170
570
315
1.18
60
105
220
3.06
F7,H30
2.41
0.56
180
200
315
1.18
60
105
220
1.72

Sheet2
F11,H31
2.01
0.41
27
750
315
1.18
60
105
330
6.28
F11,H32
2.01
0.41
277
720
315
1.18
60
105
330
6.09
F12,H33
2.41
0.56
180
700
315
1.18
60
105
220
3.78
F12,H34
2.01
0.41
240
320
315
1.18
60
105
330
3.15
F12,H35
2.01
0.41
277
530
315
1.1B
60
105
330
4.88
F13,H36
2.01
0.41
277
850
315
1.18
60
105
330
6.98
F13,H37
2.01
0.41
277
850
315
1.18
60
105
330
6.98
F14,H38
2.41
0.56
240
370
315
1.18
60
105
220
3.13
F15,H39
2.41
0.56
271
850
315
1.1B
60
105
220
5.85
F15,H40
2.01
0.41
220
850
315
1.18
60
105
330
5.67
F15,H41
2.01
0.41
200
850
315
1.18
60
105
330
4.79
Total acres =
1
194.20

Sheet4
TABLE 4 - Irrigation System Specifications
Travelin2
Sofid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler m
225
Operating Pressure at Pump (psi)
110.0
Design Precipitation Rate inlhr
0.34
Hose Length feet
1000
xxxxx xx
Type of Speed Compensation
Mechanical
xxxxxxxx
Pump Type PTO, Engine, Electric)
Engine
Pump Power Requirement h
35.0
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.
90 degree bend
NA
Dead End
NA
Tee
NA
Gate Valve
NA
45 degree bend
NA
Page 1

5heet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Murphy Farms
Address: PO Box 759 Rose Hill, NC 28458
Phone: [phone]
Required Documentation
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. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrgatlon pipe andlor 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
Existing irrigation system. Farm uses 2, 3" hardhose travellers for irrigation. Acres shown based on
wetted' acreage criteria outlined by Dr. Evans, NCSU.

Sheet8
i
ACREAGE CALCULATIONS
SCOTT FARM
'
J
DUPLIN COUNTY
J
J
10/23/00
Pufl #
Width
Length
Start End
Stop End
Acres
Eield #
1
277
610
0.83
0.68
5.39
1
11.44
2
250
7001
0.41
0.68
5.11
J
31
230
0
0.6
0.34
0.94
41
2771
590
0.83
0.68
5.261
21
28.34
5
I 2401
660
0.765
0.62
5.02
1
61
2401
740
0.765
0.62
5.46
7
240
780
0.765
0.62j
5.68
8
277
850
0.83
0.68
6.92
9
250
860
0.55
0
5.49
3
11.73
10
277
850
0.83
0
6.24
11
277
870
0.83
0
6.36
4
24.9
121
240
900
0.765
0
5.72
131
240
910
0.765
0
5.78
14
i 277
870
0.83
0.68
7.04
151
*Not used
16
277
150
0.83
0
1.78
5
10.79
17
240
500
0.6
0
3.35
18
277
760
0.83
0
5.66
19
277
750
0.83
0
5.60
6
11.9
20
277
860
0.83
0
6.30
21
277
340
0.83
0.68
3.67
7
13.58
22
240
590
0.83
0.62
4.70
231.
240
360
0.83
0.68
3.49
241
284
650
0.83
0.68
5.751
81
5.75
25
240
7401
0.83
0.34
5.251
91
11.59
26
277
7601
0.83
0.68
6.34
27
170
680
0.55
0.34
3.54
101
6.6
28
170
570
0.5
0.34
3.06
29
*Not used
301
180
200
0.55
0.34
1.72
7
31 i
277 J
750
0.83
0.68
6.28
11
12.37
321
2771
720
0.831
0.681
6.091
i
331
180
700
0.55
0.34
3.78
12
11.81
341
240
320
0.765
0.62
3.15
351
277
530
0.83
0.68
4.88
361
277
850
0.86
0.71
6.98
13
13.96
371
2771
850
0.86
0.71
6.98
38
2401
370
0.41
0.68
3.13
14
3.13
391
2401
850
0.83
0.34
5.85
15
16.31
401
220
850
0.762
0.62
5.67
411 200
850
0.55
0.34
4.79
Total acres =
194.21
194.2
Page 1

Sheet7
CALCULATIONS
ler Specifications
Sprinkler Type: Nelson 150 gun ; 3" Travellers
Nozzle Size:
1.18 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
225 gpm
Wetted Diameter:
315 feet
Lane S acinas
Desired Spacing {%):
75 %
Design Spacing(feet):
236.25 "PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
240 feet 260 feet
Actual Spacing (%):
76 % 85 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.34 inlhr
330 degree arc =
0.41 in/hr
220 degree arc =
0.56 in/hr
180 degree arc =
Speed
0.69 inlhr
Traveller
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree arc =
2.01 Wmin
220 degree arc =
2.41 ft/min
180 degree are =
Mainline Velocity
4.01 ft/min
Velocity = .408 x Flowrate 1 pipe diameter squared feet/sec."
"For buried pipelines, velocity should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.55 fttsec.
Page 1

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State of North Carolina
Department of Environment llkw!? FAA
and Natural Resources RECEIVED &4,i
AUG 0 7 2000
James B. Hunt, Jr., Governoi dM
Bill Holman, Secretary BY: ..INCDENR
Kerr T. Stevens, Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
August 1, 2000
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Murphy Family Farms
Scott Farm Sites 1-4
313 Elvin Carter Lane
Warsaw NC 28398
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
Scott Farm Sites 1-4
Facility Number 31-5
Duplin County
Dear Murphy Family Farms:
A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
An evaluation by Greer McVicker on 11/3/99 was made to review the actual number of acres at your
facility that receive animal waste during land application. The evaluation of your facility has yielded one of
the following two results as indicated by the box marked with an "Y'.
Category 1:
K The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Greer McVicker the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Greer McVicker, at 127 Cardinal Drive
Extension, Wilmington, NC 28405-3845, within in 90 days of the receipt of this letter. If you
have any questions please contact Greer McVicker at [phone]. If within 90 days
you are unable to provide Greer McVicker with the information you are automatically
required to complete a Wettable Acre Determination as described by Category 2
below, within 180 days of receipt of this letter.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper !

Notification for Wettable Acre Determination
Animal Waste Management System
Page 2
Category 2:
❑ Your facility has been identified by the Department of Environment and Natural Resources
as a facility that may have overestimated the number of acres actually receiving animal
waste. Therefore, some or all of your fields may be exceeding the allowable loading rates
set in your Certified Animal Waste Management Plan.
In order to resolve this issue, please contact a designated Technical Specialist to have him
or her conduct a Wettable Acre Determination for your facility. The Technical Specialist must
be one that has been approved by the Soil and Water Conservation Commission to conduct
Wettable Acre Determinations. Many Technical Specialist with the N.C. Cooperative Extension
Service, the Soil and Water Conservation Districts, the Natural Resources Conservation
Service, and the Division of Soil and Water Conservation have received this special
designation. You may also contact a private Technical Specialist who has received this
designation, or a Professional Engineer.
All needed modifications to your Animal Waste Management System must be made and
the Wettable Acres Determination Certification must be returned to DWQ within the next
180 days. If the needed modifications are not made and if the form is not returned within the
required time, DWQ will be forced to take appropriate enforcement actions to bring this facility
into compliance. These actions may include civil penalty assessments, permit revocation,
and/or injunctive relief.
Once a Wettable Acre Determination has been completed, a copy of the attached Wettable
Acre Determination Certification must be submitted to the address listed on the form. Please
note that both the owner and the Technical Specialist must sign the certification. A copy of all
the Wettable Acre Determination documentation that applies to your Waste Utilization Plan
must be kept at your facility. DWQ and the Division of Soil & Water Conservation Staff will
review all documentation during their annual visit of your facility. An additional copy must by
kept on file at the local Soil & Water Conservation District Office. Please note that if you install
or modify your irrigation system, a designated Irrigation Specialist or a Professional Engineer
must also sign the Wettable Acre Determination Certification.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Sonya Avant of our
Central Office staff at [phone] ext. 571.
Sincerely,
"nZ
Kerr T. Stevens
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
January 20, 2000
CERTIFIED MAIL # P 455 449 252
RETURN RECEIPT REQUESTED
Mr. Kraig Westerbeek
Murphy Family Farms
PO Box 759
Rose Hill, NC 28458
1 � •
NCDENR
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NATURAL ResouRCEs
Subject: Inspection Report
Scott Farm Sites 14
Farm Number: 31-5
Duplin County
Dear Mr. Westerbeek:
Please find enclosed the inspection report for the inspection performed on January 5,
2000 at the Scott Farm. Please note that the inspection report that is now being sent reflects a
change from the report sent previously. The change regards question number twenty-two on the
inspection report. Please contact me at [phone] ext. 203 if you have any questions.
Sincerely,
Stonewall Mathis
cc: Wilmington Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

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❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? {Extra Fee) ❑ Yes
estic Return Receipt 102595-9"-1789

Facility Number Date of Inspection
Time of Inspection ® 24 hr. (hh:mm)
E Permitted E Certified p Conditionally Certified p Registered In Not Operattona Date Last Operated:
Farm Name: Scatt.EarxmS1tes.1-4................................................................................... County: Duplin WIRO
Owner Name: ........................ .......................... M.urphyEamily..F.asms...................... Phone No: 91II-291-'2886.(E'.armil.........................................
FacilityContact: ...........Title: ................................................................................................................................... Phone No: ....................................................
Mailing Address: JUElvia.Carter.Dane....................................... .------..-----.... Warsaw.NC.......................................................... 28398 ..............
Onsite Representative. Kraig.Wjmtrerbeek,.MieltaelNarris................................. Integrator: Murpth,y..FamilyFarms......................................
Certified Operator: DaYid.E................................. Gleckler............................................ Operator Certification Number-20.43 ............................
Location of Farm:
Latitude ©•®� ®« Longitude �• ®� ®��
= estgn_Current
Swine - Capaeity Population
13 Wean to Feeder
® Feeder to Finish
p Farrow to Wean
13 Farrow to ee er
p Farrow to Figs
p Gilts
p Boars
= `Nitmber of-Lago©ns g ® u sur ace rains resen ® Lagoon Area pray ie rea
_........ .......... _... _. .
- Holding Ponds ! Solid.Traps _ : p o Liquid aste Management System
Discharges & Stream Impacts
1. Is any discharge observed from any part of the operation? p Yes p No
Discharge originated at: p Lagoon p Spray Field p Other
a. If discharge is observed, was the conveyance man-made? p Yes p No
b. If discharge is observed, did it reach Water of the State? (If yes, notify DWQ) [3 Yes p No
c. If discharge is observed, what is the estimated flow in gal/min?
d. Does discharge bypass a lagoon system? (If yes, notify DWQ) p Yes p No
2. Is there evidence of past discharge from any part of the operation? ® Yes 13 No
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State other than from a discharge? [3 Yes p No
Waste Collection & Treatment
4. Is storage capacity (freeboard plus storm storage) less than adequate? 13 Spillway 13 Yes 13 No
Structure I Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Identifier:
Freeboard(inches): ...................................................................................................................................................................................................................
5. Are there any immediate threats to the integrity of any of the structures observed? (ie/ trees, severe erosion, [3 Yes p No
seepage, etc.)
3/23/99 Continued on back

11
Facility Number: 31_5 Date of Inspection
6. Are there structures on -site which are not properly addressed and/or managed through a waste management or
closure plan? p Yes p No
(If any of questions 4-6 was answered yes, and the situation poses an
immediate public health or environmental threat, notify DWQ)
7. Do any of the structures need maintenance/improvement? p Yes 13 No
8. Does any part of the waste management system other than waste structures require maintenance/improvement? p Yes 13 No
9. Do any stuctures lack adequate, gauged markers with required maximum and minimum liquid level
elevation markings?
p Yes
p No
Waste Application
10. Are there any buffers that need maintenance/improvement?
p Yes
p No
11. Is there evidence of over application? rl Excessive Ponding p PAN
p Yes
p No
12. Crop type
13. Do the receiving crops differ with those designated in the Certified Animal Waste Management Plan (CAWMP)?
p Yes
p No
l4. a) Does the facility lack adequate acreage for land application?
p Yes
p No
b) Does the facility need a wettable acre determination?
13 Yes
(3 No
c) This facility is pended for a wettable acre determination?
13 Yes
p No
15. Does the receiving crop need improvement?
13 Yes
p No
16. Is there a lack of adequate waste application equipment?
p Yes
p No
Required Records & _Documents
17. Fail to have Certificate of Coverage & General Permit readily available?
p Yes
p No
18. Does the facility fail to have all components of the Certified Animal Waste Management Plan readily available?
(ie/ WUP, checklists, design, maps, etc.)
p Yes
p No
19. Does record keeping need improvement? (ie/ irrigation, freeboard, waste analysis & soil sample reports)
p Yes
p No
20. Is facility not in compliance with any applicable setback criteria in effect at the time of design?
p Yes
p No
21. Did the facility fail to have a actively certified operator in charge?
p Yes
p No
22. Fail to notify regional DWQ of emergency situations as required by General Permit?
(iel discharge, freeboard problems, over application)
® Yes
p No
23. Did Reviewer/inspector fail to discuss review/inspection with on -site representative?
p Yes
®No
24. Does facility require a follow-up visit by same agency?
p Yes
p No
25. Were any additional problems noted which cause noncompliance of the Certified AWMP?
p Yes
p No
EX : No.viotations.or. �deficiencies.were.noted :during. this visit. -Moir will -receive no. further.
....
dekc ahloit( this .visit; - ::..:.:..:............. .
is site visit was done as part of the inactive lagoon training = x
t� _
usnF ..�
-::- _ 'f .x"9!t t„!� Ste, •k S�'�' '�. �3*... 'a :rx�1�.'`rh `Y3+-{f. �31,Y'�'
During the: site visit, approxunately�75 gallons of=wastewasohservedkm a puddle between two•hog houses. Alsoatplit had been
s - ��' .'��` y
ug aroimd a damaged cleanout pipgj, id sludgetwaste was observed m�thisis pit I advised?Murphy-Family=Farm! `representatives,
hat -all _waste/sludge be properly reintroduced to the_waste management system Ilalso=advised,that„tthe. cleanout;pipe?be properly
repaired.-
i Pik i r s r3
ors a� r r
2), Murphy Family Farms representatives did not notify DWQ'of these emergency situations asErequired by the General -Permit. -
SON
ate%" -A � al. ��.f '�,-. ''� T •���, z '���;•Y... �
Reviewer/Inspector Name yStaitewall Maths - -
Reviewer/Inspector Signature: �� Date:

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
,Tames B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Murphy Family Farms
Scott Farm Sites 1-4
313 Elvin Carter Lane
Warsaw NC 28398
Dear Murphy Family Farms:
101?WA
IT 0 0
A&4
NCDENR
NORTH CAROLINA DE-ARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 31-5
Duplin County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. IRR1, IRR2, DRY), DRY2, DRY3, SLUR1, SLUR2,
SLD 1, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571.
Sincere]
�� W 1Z'0V7
Kerr T. Stevens, Director
Division of Water Quality
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
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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 Sprayfields (') (Check appropiate boxes.)
[] A. acres -of cropland. I.Jstlrrop type used:
0 B. acres of hardwood woodland @ 100 Ibs PAN 1 acre added.
0 C. acres of pine woodland added @ 60 Ibs PAN 1 acre added.
3 Summer Perennial Grass (Check appropriate box.)
0 A. , Application window extended for 26.60 acres of perennial grass until first killing frost
B. An additional 50 Ibs of PAN applied to acres of perennial grass prior to killing frost
4 PAN application Increased for Small Grains & Winter Grasses to be harvested. (Check appropriate box.)
0 A. PAN application increased up to 200 lbs per acre for 98.00 acres of small grains or winter grasses to be harvested.
[] B. PAN application increased up to 150 Ibs per acre for acres of overseeded summer perennial included in 3.8.
5 Waste Analysis (Check appropriate box.)
0 A. Prior to December 1 st, 1999 the calculation of PAN will be based on a 35% reduction of the last analysis taken
prior to the first 25 year 24 hour storm event. (Current waste analysis must be used after Dec. 1st.)
ED B. Use current waste analysis to determine PAN.
-a
fi eouired - 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. Irrigation during periods of warmer weather.
7 ft;luired - Irrigation Management Techniques to Reduce Runoff and Ponding Potential.
A Making frequent, light irrigation applications, and
B. Not irrigation immediately before predicted rainfall.
8 The owner / manager is required to manage the movement of animals to and from the facility to minimize 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 the 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 31-5
Murphy-FamilyMurphy-Family Farms 1,
Faculty pler�/Pana a Tech
Facility Owner/ Manager Si afore Technic.
Date 11/17/99 / Date
Scott Farm
Facility Name
Westerbeek
Specialist
11 /17/99
This document must be filed at the SWCD office and be attadhed to the facilities CAWMP
and be available for inspection at the facility
r) New temporary sprayfields must meet applicable buffer and setback requirements. Waste must not be applied to wetlands.

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
RECEIVED A4;1
JUN 2 6 1998 ■AOMw�
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary BY: %.WIrr4K
/��,..,
A. Preston Howard, Jr., P.E., Director NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 22, 1998
Murphy Family Farms
Scott Farm Sites 1-4
313 Elvin Carter Ln
Warsaw NC 28398
Subject: Certificate of Coverage No. AWS310005
Scott Farm Sites 1-4
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear Murphy Family Farms:
In accordance with your application received on March 27, 1998, we are forwarding this
Certificate of Coverage (COC) issued to Murphy Family Farms, authorizing the operation of the subject
animal waste collection, treatment, storage and land application system in accordance with General
Permit AWG100000. This approval shall consist of the operation of this system including, but not
limited to, the management of animal waste from the Scott Farm Sites 1-4, located in Duplin County,
with an animal capacity of no greater than 12246 Feeder to Finish and the application to land as specified
in the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to actual
increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS
143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled! 10% post -consumer paper

Certificate of Coverage AWS310005
Scott Farm Sites 1-4
Page 2
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. If you need additional information concerning this
COC or the General Permit, please contact Katharine Keaton at [phone] ext. 533.
Sincerely
�A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilmington Regional Office, Water Quality Section
Duplin County Soil and Water Conservation District
Permit File

State of North Carolina RC��T
Department of Environment ED
and Natural Resources APR 1 5 1998
Division of Water Quality
BY:
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
April 13, 1998
Murphy Family Farms
Scott Farm Sites 1-4
313 Elvin Carter Lane
Warsaw, NC 28398
A&�Y�"A I
' 4 0 A,
'j'
00aOPL
N C D E N R
Subject: Additional Information Request
Scott Farm Sites 1-4
Facility # 31-05
Animal Waste Operation
Duplin County
Dear Murphy Family Farms:
The Non -Discharge Permitting Unit has completed a preliminary review of the subject
application. Additional information is required before we can continue our review. Please address these
issues by May 14, 1998.
The Certified Animal Waste Management Plan for your facility is missing the following
components:
1) Residual nitrogen left over from the soybean crop in the two-year rotation must be
accounted for. Nitrogen application rates to the following corn crop are required to be
reduced by 15-30 lb. (dependent on soil type) to account for the residual nitrogen left by
the preceding soybean crop. Please revise your Waste Utilization Plan (WUP) to properly
list all application rates with residual nitrogen incorporated into your cropping scheme.
2) The Lagoon Design Requirements (include Hazard Classification)
3) A Site Evaluation and Site Investigation (include wetland delineation if applicable)
All revisions / amendments are required to be signed and dated by both the landowner and the
Technical Specialist before they are submitted for review. Please reference the subject facility number
when providing the requested information. All information should be signed and submitted in duplicate
to my attention at the address below. The information requested by this letter must be submitted on or
before May 14,1998, or the Division will return your application as incomplete in accordance with 15A-
N.C.A.C. 2H .0200 and your facility will be considered to be operating without a permit.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10%4 post -consumer paper

Additional Information Request
Scott Farm Sites 1-4
Page 2
Please be advised that operation of the subject, animal' waste management system without a valid
permit is a violation of North Carolina General Statute 143-215.1 and will subject you to the enforcement
authority of the Environmental Management Commission.
If you have any questions regarding this request, please call the Duplin County Soil and Water
Conservation District at [phone] or me at [phone], extension 533.
Sincerely,
Katharine Keaton
Soil Scientist
Non -Discharge Permitting Unit
cc: Wilmington Regional Office, Water Quality
Permit File

DEM-P & E
Fax:919-'313-0719
.Iur. 1 ' 98 11:51 P. 02/03
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
.fames B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Murphy Family Farms
Scott Farm Sites 1-4
313 Elvin Carter Lane
'Warsaw, NC 28398
Dear Murphy Family Farms:
April 13, 1998
N C D E�=►R
Subject: Additional information R:quest
Scott Farm Sites 14
Facility # 31-05
Animal Wasm-Operation
Duplin County
The Non -Discharge Permltung Unit has completed.a preliminary review of the subject
application. Additional information is required before we can continue .our review. Please address these
issues by May 14. 1998.
The Certified Animal Waste Management Plan for your facility is missing the following
components:
1) Residual nitrogen left over from the soybean crop .in the two-year rotation must be
accounted for. Nitrogen application rates to the following corn crop are required to be
reduced by 15-301b. (dependent on soil type) to aunt for the residual nitrogen left by
the preceding soybean crop. Please revise your Waste Utilization Plan (VWUP) to properly
list all application rates with residual nitrogen incorporated into your cropping scheme.
2) The Lagoon Design Requirenmrs j(k-
3) A Site Evaluation and Site Investigation (ride em�e neaition if applicable)
All revisions / amendments are required to be signed and dated by both the landowner and the
Technical Specialist before they are submitted for review. Please reference the subject facility number
when providing the requested information. All information should be signed and submitted in duplicate
to my attention at the address below. The infonnation requested by this letter must be submitted on air
before May lit, 1998. or the Division will return your application as incomplete in accordance with 15A
N.C.A.C. 2H A200 and your facility will be considered to be operating without a permit.
P.O. Box 29535, Raleigh, North Carolina 27526-0535 Teisphcns 919-733.5083 FAX [phone]
An Equal Opportunity AtlirrnaWa Aetien Employer 5o% n"c e& l o% poet -consumer paper

DEM-P E E Fax:[phone] Jun 1 '98 11:51 P_03/03
Additional information Request Page 2
Scott Farm Sites 1-4
Please be advised that operation of the subject animal waste managernent system without a valid
permit is a violation of North Carolina General Statutc 143-215.1 and will subject you to the enforcement
authori-y of the Environmental Management Commission.
If you have any questions regarding this requost, please call the Duplin County Soil and Water
Conservation District at (910) 29&2120 or me at (9I9) 733-5083, extension 533.
Sincerely,
Katharine Keaton
Soil Scientist
Non -Discharge Permitting Unit
cc: 'Wilmington Regional Office, Water Quality
Permit File
M

b Ob
MURPHY
F A M I L Y F A R M S
November 20, 1996
Mr. Mike Sugg, District Conservationist
USDA - National Resources Conservation Service
P. O. Box 277
Kenansville, NC 28349
RE: Scott #3 --New Lagoon for Certification
Dear Mr. Sugg:
Enclosed for your review is the completed -Animal Waste Management
Plan for the above referenced swine farm. Specific 'items included
in this package are as follows:
- Location Map
- ASCS Tract Map
- Soil Investigation Report
- Lagoon Design Spreadsheet
- Operation & Maintenance Plan for Lagoon
- Construction Specifications for.Lagoon.
- Site Seeding Requirements,
- Emergency Action Plan
- Site Plan with Construction Details
- Construction Cost Estimate
Murphy Family .Farms will be developing the Nutrient' Utilization
Plan for this farm, which will be submitted with the final
certification.
Please contact me at (910) 289--6439, Ext. 4529 if you have any
questions concerning this package.
Sincerely,
Dave Elkin
Assistant Engineer
Enclosures
CC., File
Garth. Boyd,
(complete package)
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

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Grower. SCOTT #3 FINISHERS/MFF Designed By: JLD
Address: PO BOX 759 Checked By: JNT
ROSE HILL NC 28458 Date: 11/13/96
Coun : DUPLIN Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: -----------------------
0
Finishing: ---------------------
2700 Hd.
Farrow toweanling:---------------------
0
Farrow to feeder: ---------------------
0
Farrow to finish: ----------
---------
0
Boars: — — — — — —
— — — — — — — — — — — -
0
Storage Period: ---------------------
180 Days
25 Yr. / 24 Hr Storm Event — — — — — —
— — — — — — — — — — — — —
7.5 In.
"Heavy Rain" Factor Not Applicable
0.0
Rainfall in Excess of Evaporation — — — — — —
— — — — — — — — — — — — —
7.0 In.
Additional Water Usage: -----------------------
--- ---
0
Additional Drainage Area —=-----------------
20788 S.F.
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N)------------Y
Does Operator Want Emergency Spillway?
REQUIRED!!! M N
Is This Design for an Existing Farm?
(Y/N) — — — — — — ---- — —Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)-----------Y
Seasonal High Water Table Elev:--------------------
94.00 Ft.
Freeboard: --------------------
1.0 Ft.
Emergency Spillway Flow Depth: — — -- — — —
-- -- — — — — — — — — — — —
0.3 Ft.
Top of Storm / Spillway Buffer: -------------------------
0.5 Ft.
Side Slopes: — — — — — —
— — — — — — — — — — — — —
3 :1 (H:V)
Press ALT—C
to Download
contour areas see sheet 2 of 7...
Top of Dike Elevation: — — — — — —
— — — — — — — — — — — — —
99.50 Ft.
Finished Bottom Elevation: -----------------------
87.20 Ft.
Start Pump Elevation: ------------------=—
96.80 Ft.
Stop Pump Elevation: -------------------
94.50 Ft.
LAGOON VOLUME REQUIREDVOL
DESIGN VOLUMES
% REQ'D.
Storm Stor = 61644 (Cu.Ft.)
63,376 (Cu.Ft.)
10281%
Temporary = 146548 (Cu.Ft.)
149,802 (Cu.Ft.)
10222%
Permanent = 364500 (Cu.Ft.)
372,099 (Cu.Ft.)
10208%
,Total Volume = 572,691 (Cu.Ft.)
585,277 (Cu.Ft.)
10220%
Min. Required Liner Thickness — — — — — — — — — — — — — --- — — — — 1.6 Ft.
Lagoon Surface Area: (Inside TOD)---------------------- 77,842 S.F.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458
[phone]

Grower: SGUTT #3 FINISHERS/MFF Uesignea by: JLU
Address: PO BOX.759Checked By: JNT
ROSE HILL NC 28458 Date: 11/13/96
Countv: DUPLIN Sheet 2 of 7
ACTUAL DESIGN VOLUME' CALCULATIONS
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
Incr. Vol. (Cu. FT)
87.20
40,854
88.00
42,949
33,521
89.00
45,629
44,289
90.00
48,376
47,003
91.00
51,191
49,784
92.00
54,073
52,632
93.00
57,023
55,548
94.00
60,040
58,532
95.00
63,125
61,583
96.00
. 66,277
64,701
97.00
69,497
67,887
98.00
72,785
71,141
99.00
76,140
74,463
99.50
77,842.
. 38,496
1
Cumul. Vol. (Cu. FTC
33,521
77,810
124,813
174,596
227,228
282,776
341,308
40Z 890
467,591
535,478
606,619
681,082
719,577
These volumes were calculated using the vertical avera a end area method.
TOTAL REQD VOLUME:
572,691
CF
CUMULATIVE VOL.
ZONE VOL
102-20%
END PUMP -� -- = _ >
94.50
FT
37ZO99 CF TR'MT
37ZO99
10208%
START PUMP = _ _ >
96.80
FT
521,901 CF TEMP
149,802
10222%
MAX STORAGE _ _ >
97.70
FT
585,277 CF STORM
63,376
10281 %
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28456
[phone]

Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

u1 . ---- . Iry 1 it rtvt lLflVflYt1 1 ..........,......... ....1. vaw
Address: PO BOX 759 Checked By: JNT
ROSE HILL NC 28458 Date: 11/13/96
Countv: DUPLIN Sheet 4 of 7
Temporary Storage Volume: Gong
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (77842 sq.ft. + 20788 sq.ft.) * 7 in. /1.2 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.) = 57,534
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm (in) / 12in./ft.
Vol. = (77842 sq.ft + 20788 sq.ft.) - * 7.5 in. /12 in./ft.
. Total Required Volume for 25Yr. —24Hr. Storm Event (cu.ft) = 61,644
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol. = (77842 sq.ft + 20788 sq.ft) * 0.0 in. /12 in./ft.
Total Required Volume for °Heavy Rain' (cu.ft.) = 0
(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") _
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) _
Total Required Permanent Storage
(Treatment + Sludge) _
61,644 (CU.FT)
146,548 (C U . FT)
364,500 (C U. FT)
TOTAL REQUIREDVOLUME = 572691 (CU.FT.)
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 4910) 289-21 i 1

Grower: SCQTT #3 FINISHERS/MFF uesignea by: JLu
Address: PO BOX 759 Checked By: JNT
ROSE HILL NC 28458 Date: 11/13/96
County: DUPLIN Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ----------------,----
Emergency Spillway Crest Elevation — — — — — — — — — — — — — — — — — — —
Top of 25 yr/24 hr Storm Storage ---------------------
Top of "Heavy Rain" Storage ----------------------
Start Pump Elevation -------------------
End Pump Elevation ---------------------
Top of Sludge Storage -------------------
Seasonal High Watertable Eiev. — — — — -- — — — — - — — — — — — — —
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:
99.50 FT_
98.20 FT.
97�70 FT.
Not Applicable
96.80 FT.
94:50 FT.
Not Applicable.
94.00 FT.
87.20 FT.
Not Applicable
Not Applicable
3:1 H:V
77,842 SF
1.6 FT.
1.00 FT.
180 Days
TOTAL DESIGN VOLUME = 585277 (CU.FT.)
Treatment / Sludge Storage Zone Depth — — — — — — — — — — -
Temporary Storage Zone Depth — — — — -- — — — — — -
Freeb_oard / Storm Storage Zone Depth — — — — — — — — — ----
Total Lagoon Death — — — -- — — — — — — -
7.3 FT.
2.3 FT.
2.7 FT.
12.3 FT.
Murphy Family Farms Engineering P.O. 'Box 759, Rose Hill NC 28458 [phone]

Address:
ou
SGU 1.1 #3 FINISHERS/MFF
PO BOX 759
ROSE HILL NC 28458
Checked By:
Date:
Sheet 7 of 7
JNT
11 /13/96
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359— WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is required due to design guidelines.
SHWT:
Subsurface drain the will be installed adjacent to the lagoon as shown on the site
drawing. The the is being installed to keep the seasonal high water table adjacent
to the lagoon at or below. the stop pump elevation.
%trit411111 i
NOTE: See attached Waste Ut`I'ai.�l�Cr�,,•��.
.Z�OFES$lp�g-�
DESIGNED: _ SEAL
_ 14985.
DATE: i1I141�i(o •�tii�•'�Q�.�'
fill III tt" t
COMMENTS: The lagoon has been designed as an irregular shape.
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 lagoon is fully
accounted for and that storage volumes calculated represent actual
conditions r2gardless of the shape.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: SCOTT #3 FINISHERS/MFF DESIGNED BY: JLD
ADDRESS: PO BOX 759 CHECKED BY: JNT
ROSE HILL NC 28458 DATE: 11/13/96
COUNTY: DUPLIN SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year / 24 hour storm for the location,
(5) and, if applicable, an additional heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle, 'but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels.. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one—half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start—up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.
Murphy Famfly Farms Engineering P. O. Box 759, Rose 1- N NC 28458 (910) 289— 2111

UHUWLH: 5UU 1.1 #3 FINISHERS/MFF L)E-tA aNLU BY: JLU
ADDRESS: PO BOX 759 CHECKED BY: JNT
ROSE HILL NC 28458 DATE: 11/13/96
COUNTY: DUPLIN SHEET 2 OF 2
3. Begin temporary storage pump —out of the lagoon when the fluid level reaches the
elevation 96.80 as marked by the staff gauge. Stop pump —out when the fluid level
reaches elevation 94.50. This temporary storage, less 25 year / 24 hour storm, -
contains 149802 cubic feet or 1120518 gallons.
4. The recommended maximum amount to apply per irrigation -is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
S. 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 or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights —of —way.
9. The Clean Water Act of 1977 prohibits the discharge.of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over —spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management
has the responsibility for enforcing this law. -
Murphy Family Farms Engineering P. O. Box 759, Rose Hill NC 28458
[phone]

GROWER:
ADDRESS
COUNTY:
PO BOX 759
ROSE HILL NC 28458
DUPLIN
CHECKED BY
DATE:
JNT
OF 3
11/13/96
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundatioriarea
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfill shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF -THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.6 F. .
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. ATYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED,
Murphy Family Farms Engineering P. O. Box 759, Rose Hill NC 28458 [phone]

ADDRESS: PO BOX 759 CHECKED BY: JNT
ROSE HILL NC 28458 DATE: 11/13/96
COUNTY: DUPLIN SHEET 2 OF 3
When areas of unsuitable material- are encountered, they will be overexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be back -filled as specified to grade with a material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
Soil liner material shall come from an approved borrow area. The minimum moisture
content of the liner material shall be optimum moisture content which relates to that
moisture content when the soil is kneaded in the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to insure proper moisture
content during placement,of the liner. The moisture content of the liner material shall not
be less than optimum moisture content during placement. The maximum moisture
content relates to the soil material being too wet for efficient use of hauling equipment and
proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and
compacted to at least 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) of the liner material. When smooth or hard, the previous lift shall be scarified
and moistened as needed before placement of the next lift.
The single most important factor affecting -the overall compacted permeability of a clay
liner, other than the type of clay used for the liner, is the efficient construction processing
of'the compacted liner. The sequence of equipment in an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10`5 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, -and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6 cm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in —situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased.
To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing:'
Mufpf y family Farms Engrneemg P. U. Box 759, Rose Hill NC 28458 [phone]

GROWER: SCOTT #3 FINISHERS/MFF DESIGNED BY: JLD
ADDRESS: PO BOX 759 CHECKED BY: JNT
ROSE HILL NC 28458 DATE: 11/13/96
COUNTY: DUPLIN SHEET 3 OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant. When these are
specified, additional construction specifications are included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation should
be established as soon as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfll shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Murphy Family Farms Engineering P.0 Box 759, Rose Hill NC 28458 [phone]

GROWER: SCOTT #3 FINISHERS/MFF DESIGNED BY: JLD
ADDRESS: PO BOX 759 CHECKED BY: JNT
ROSE HILL NC 28458 DATE: 11/13/96
COUNTY: DUPLIN SHEET 1 OF 1.
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
60 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16 LBS. HULLED COMMON BERMUDA GRASS AT 8-LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
20 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES:' DECEMBER 1 TO MARCH 30
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 AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS 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
BAHIA GRASS IS ESTBLISHED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NO 28458 [phone]

GROWER: SCOTT #3 FINISHERS/MFF DESIGNED BY: JLD
ADDRESS: PO BOX 755 CHECKED BY: JNT
ROSE HILL NC 28458 DATE: 11/13/96
COUNTY: DUPLIN SHEET 1 OF 2
Emergency Action Plan
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be' implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any tirhe. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow —possible solutions are:
add soil to berm to temporarily increase elevation of dam --any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) ---hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field --actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
flush system, houses, solids separators —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
-- make sure no siphon effect has been created
— separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are.seepage as opposed to
flowing leaks --possible action*: I
dig a small well or ditch to catch all seepage,put in a submersible
.pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily plugged with clav soil
Murphy Family Farms Engineering P.O. Box 7.59, Rose Hill NC 28458 [phone]

.... ..... -1 .. v 1 TrtJ 1
ADDRESS: PO BOX 759 CHECKED BY: JNT
ROSE HILL NC 28458 DATE: 11/13/96
COUNTY: DUPLIN _ SHEET 2 OF 2 _
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
B. During noral business -hours, call your DE regional office, at 910-395--3900
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been under taken, and the seriousness of the situation.
C. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS)at 910-296-2160.
D. Instruct EMS to contact local Health Department.
E. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance.
910-296-2143 for advice/technical assistance.
A. Contact Murphy family Farms Land and Nutrient Manageent Departent at 910-
289-2111 for advice/technical assistance.
4. Implement procedures as advised by DEM and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVILLE, NC 28349
910— 296— 2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277, KENANASVILLE, NC 28349
910— 296— 2121
DUPLIN COUNTY 'EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANASVILLE, NC 28349
910— 296— 2160
DIVISION OF ENVIRONMENTAL MANAGEMENT
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405 — 3845
910— 395— 3900
Murphy Family Farms Engineering
P.O. Box 759, Rose Nil! NC 28456
[phone]

CONSTRUCTION COST ESTIMATE
DATE PREPARED
11/13/96
SHEET OF
1 1
PROJECT: SCOTT #3
MODIFIED MO RETROFIT
BASIS FOR ESTIMATE:
_CODEA (Nodesigncompiaied)
CODE B (Preiminaty Design)
x CODE C (Rrvd Desigro
_ OTHER (specify)
DESCRIPTION: ESTIMATOR:
NEW LAGOON FOR CERTIFICATION - 2700 HD. SITE JWR
CHEC'D BY:
JNT
ITEM
QUANTITY
LABOR MATERIAL
PER PER TOTAL
UNIT TOTAL UNIT TOTAL COST
NO
UNITS
UNIT
MEAS
LAGOON:
EXCAVATION
25,487
CY
1.15
29.310
29.310
CLAY LINER
5,563
CY
3.50
19,471
19.471
CHANGE RECYCLE SYSTEM
1
LS
500.00
500 260.00
250 750
CHANGE IRRIG. CONNECTION
1
LS
750.00
750 500.00
500 1,250
SURFACE WATER DIVERSION
1
LS t
650.00
650
650
CONST. DRAINAGE
1
LS
2000.00_
2,000
2,000
SEEDING / MULCHING
2
AC
600.00
1,200
1,200
DISCHARGE PIPE REROUTING
8' PVC
200
LF
1.50
300 5.00
1,000 1,300
120 PVC
320
LF
3.00
960 5.00
1,600 2,560
JUNCTION BOXES
5
EA
100.00
500 100.00
500 1,000
CUTOUT SPILLWAY
1
LS
350.00
350
350
SPILLWAY MATTING
2
RL
25.00
5Q
50
SUBSURFACE DRAIN TILE
950
LF
1.00
950 0.52
494 1,444
NOTE: THIS ESTIMATE DOES NOT
INCL
JDE CLOSURE
OF
EXISTING GOON.
COST TOTALS
56,9911
4,344 61,335
FILE "W--EST.W (4

' LAGOON SITE SOILS INVESTIGATION
PROJECT: SC j COUNTY: v,,
FIELD INVESTIGATION BY: DATE:
SITE SKETCH
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BORING I SAMPLING METHOD: T.XAC,CH#F ''`s SIGNATURE:

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PT zxz ZL

PROJECT: jco :Frw— 3
SOILS INVESTIGATION WORKSHEET SOILS NVESTIGATION DATE: '7
ELEV.
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SHWT WT CLAY
TEST HOLE #2
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MURP 'P H1:
F AM i L Y F A R M 5
December 31, 1997
Duplin Soil & Water Conservation District
P.O. Box 277
Kenansville, NC 28349-0277
Attn: Mr. Harold Jones
Dear Mr. Jones:
RECEIVED
WA [ tR GUALi TN SECTION
JUN 81998
Nora-IlKha ga FermitUng
In response to your letter to Kraig Westerbeek dated December I, 1997 regarding the
Scott #4 Farm retrofit, I am sending the attached design documents to you for your
review. Specific items enclosed for your review are:
Site design and detail drawings
Soils investigation report
Lagoon design spreadsheet
Construction specifications
Seeding specifications .
Operation and maintenance plan
Emergency action plan
Odor control checklist
Insect control checklist
Mortality management checklist
Location map
Quad map
If you have any questions regarding this information, please feel free to call me at (910)
289-6439 ext. 4717.
Sincerely:
J. Neal Tucker, P.E.
Engineering Manager -�
cc: Kraig Westerbeek
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

SOIL&WATER
CONSERVATION
Duplin Soil and Water Conservation District
December 1, 199102 North Main Street - P.O. Box 277 - Kenansvitle, NC 28349-0277
Phone: [phone]-2121 - FAX: [phone]
Dear Sir:
The Duplin Soil and Water Conservation District office has reviewed the swine certification(s)
for the farm listed below and register the following concerns as noted. Due to these concerns,
the SWCD cannot concur in the plan as submitted.
Farm Owner:
Farm Name:
Technical Specialist
Contract Company:
Date Received:
MFF
Scott Farm 1-4
TuckerlWesterbeek
MFF
11-14-97
All plan documents are not included: The following checked items are needed to
complete the review:
aerial photo showing spray field
X_ approved lagoon design Qnd
--- op'-rn-hvl) dndma1111tA01r{ c_
wetland determination
odor control checklist
mortality designation form
aerial photo showing location of lagoon
lagoon storage documentation
waste utilization plan
insect control checklist
emergency action plan
X other OPERATION NF ON hjQT ENCL-OMD-NITROGEN
?0WLICATM RATES FOR WHEAT ARE HIGHER THAN RECOMMENDED
Please see` he attached evaluation form for additional explanation of the requested items.
Since the District is required to provide DWQ with notification of non -concurrence of plans,
we reou_est -that you provide the requested material within 2 weeks so that we can. cernplete our
review.
These comments are submitted as part of the district's required duties regarding the 0200
regulations.
Sincerely,
W ie.a
illram F. Pickett, Jr.
Chairman, Duplin SWCD
cc: Harold D. Jones, DC, NRCS
Farm Owner

SWCD ITCHNICAL REVIEW OF SWINE CERTIFICATIONS
DATE RECEIVED:
SIZE AND TYPE OPERATION: 1' /Fh , 4
SWINE INTEGRATOR:
TECHNICAL SPECIALIST:
All plan documeqSs-irs-ve been cei�n SWCD offic
i. e. certific' ' n forms, od control and inset [ of cliec is
mortality ttesignation, WUP, emergency action plans, 0&M PTans,
lagoon design (if needed), etc
Waste utilization plan.appears adequate -- i. e. R)` - � rates, timing of
application vsttable acre uftifers; irrigaquipment,.lenaps,
correct soils, _calibration info, required sp cifications, crops consistent
�q- "
pith temporary storage in Iagoon, etc
i, For existing operations without upgrades, is documentation present to
verify storage capacity.
Lagoon design was completed by NRCS
Lagoon design was completed by PE and not reviewed by NRCS
COMMENTS - Explain any items of concern noted above.
WAS A FIELD REVIEW PERFORMED BY SWCD STAFF ,/YQ
WAS THIS REVIEW BASED SOLELY ON THE DOCUMENTS SUBMITTED BY THE
TECHNICAL SPECIALIST:
Based on the presented information, I do or do not �7 recommend
concurrence in this certification.
REVIEWER'S SIGNATURE:��.�`
DATE: /.j — / _e' 7

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Grower. SCOTT #4 (MFF) Designed By: JWR
Address: PO BOX 759 Checked By: JNT
ROSE HILL, NC Date: 05/19/97
Coun : DUPLIN
Sheet 1 of 7
ANAEROBIC WASTE_ LAGOON
—
DESIGN
FARM INFORMATION
Farm Population:
Nursery: — — — — — — — — — — — — — — — — —
— — 0
Finishing: — — — — — — — — — — — — — — — — —
— — 4896 Hd.
Farrow toweanling:---------------- ---
0
Farrow to feeder. ---------------------
0
Farrow to finish: — — — — — — — — — — — — — — — — —
— — 0
Boars: — — — — — — — — — — — — — — — — —
— — 0
Storage Period: —=-----------------
180 Days
25 Yr. / 24 Hr Storm Event — — — — — — — — — — — — — — — — —
— — 7.5 In.
"Heavy Rain" Factor Not Applicable
7.5 In.
Rainfall in Excess of Evaporation --- ------------------
7.0 In.
Additional Water Usage: -------------------
0
Additional Drainage Area --------------------
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) — — — — — — -- — —Y
Does Operator Want Emergency Spillway? (Y/N) — — — — — — — — — —N
Is This Design for an Existing Farm? (Y/N) — — — — — — — — — --Y
Is Drain Tile Req'd to Lower SHWT? (Y/N) — — — — — — -- — —N
Seasonal High Water Table Elev:--------------------
110.50 Ft
Freeboard: --------------------
1.0 Ft
Emergency Spillway Flow Depth: Not Applicable
Top of Storm / Spillway Buffer: Not Applicable
Side Slopes: — — — — — — — — — — — — — — — — — — —
3 :1 (H:V)
Press ALT—C to Download
contour areas see sheet 2 of 7...
Top of Dike Elevation: — — — — — — — — — — — — — — — — —
117.10 Ft
Finished Bottom Elevation: --------------------
106.60 Ft
Start Pump Elevation: — — — — — — — — — — — — — — — — — — —
115.30 Ft
Stop Pump Elevation: -------------------
113.10 Ft
LAGOON VOLUME REQUIREDVOL. DESIGN VOLUMES % REQ'D.
Storm Stor = 84310 (Cu.Ft.) 102,585 (Cu.Ft.)
121.68%
Temporary = 240100 (Cu.Ft.) 268,504 (Cu.Ft.)
111.83%
Permanent = 660960 (Cu.Ft.) 6734_04 (Cu.Ft.)
_ _101.88%
Total Volume = 985,370 (Cu.Ft.) 1,044:492 (Cu.Ft.)
106.00%
Min. Required Liner Thickness — — — — — — — — — — — — — — — — — — — 1.5 Ft
Lagoon Surface Area (Inside TOD) — — — — — — — — — — — — — — — — — — — 134,896 S. F.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

Grower. SC TT #4 (MFF)
Designed By: JWR
Address: PO BOX 759
Checked By: ANT
ROSE HILL,
NC
Date:
05/19/97
Coun : DUPLIN
Sheet 2 of 7
ACTUAL DESIGN
VOLUME CALCULATIONS
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
Incr. Vol. (Cu. FT)
Cumul. Vol.
Cu.
106.60
90,473
107.00
92,033
36,501
36,501
108.00
95,978
94,006
130,507
109.00
99,989
97,984
228,490
110.00
104,065
102,027
330,517
111.00
108,208
106,137
436,654
112.00
11 Z416
110, 312
546,966
113.00
116,689
114,553
661,518
114.00
121,028
118,859
780,377
115.00
125,433
123,231
903,607
116.00
129,903
127,668
1,031,275
117.00
134,439
13Z 171
1,163, 446
117.10
134,896
13,467
1,176, 913
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOLUME
985,370 CF
CUMULATIVE
VOL
ZONE VOL
106.00%
END PUMP = = = = >
11ai0 FT
673,404 CF
TR'MT
673,404
101.88%
START PUMP = = = >
115.30 FT
941,908 CF
TEMP
268,504
111.83%
MAX STORAGE = = >
116.10 FT
1 044 492 CF
STORM
102,585
121.68%
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 (910) gas-2 f 11

Address: PO BOX 759
ROSE HILL, NC
Checked By: JNT
Date: 05/19/97
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
K3
Animal Type C aci * ALW * cu.ft. Ib Total
Nursery
0
30
1.00
0
Finishing
4,896
135
1.00
660,960
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
01
1,4171
1.001
0
Boars
01
4001
1.001
0
Total Required T reatment volume (cu. tt.)= 66U,960
Sludge Storacle Volume:
Animal Type Capacity ALW * cu.ft. Ib = Total
Nursery
0
30
0.00
0
Finishing
4,896
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
01
1,4171
0.00
0
Boars
0
400
0.000
0
I otal Requirea Sludge Storage volume (cu. tt.)= 0
Te_mpo_ra[y Storage Volume:
Manure Production:
TN—nirnal Type Capacity * Sto. Period (gals/R-d./day)= ota
Nursery
0
180
0.30
0
Finishing
4,896
180
1.37
1, 207,354
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
01
1801
14.381
0
Boars
01
1801
4.061
0
Total Manure Production(gals.)= 1,201,354
Total Manure Production (cu.ft.)= 161,411
Excess Fresh Water:
Animal Type Capacity * Sto. Period * a1s Hd. da = Tota
Nurse
0
180
0.00
0
Finishing
4,896
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
1 0
1801
0.00
0
Boars
01
180
0.00
0
Iota] t-resh Water Excess (g ais.) =
Total Fresh Water Excess (cu.ft.)=
M
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 26458 [phone]

Address: PO BOX 759
ROSE HILL, NC
Countv: DUPLIN
Temporary Storage Volume: Cont.)
designed By:
Checked By:
Date:
4 of 7
JNT
05/19/97
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (134896 sq.ft + 0 sq.ft) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 78,689
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol. = (134896 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.--24Hr. Storm Event (cu.ft) 84,310
"Heavy Rain" Storage:
Vol.= (Lagoon Surf. Area + Addt'I Drainage Area) * pHeavy Rain" Factor (in) / 12in./ft.
Vol. = (134896 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for'Heavy Rain" (cu.ft.) = 0
(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") = 84,310 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 240,100 (CU. FT)
Total Required Permanent Storage
(Treatment + Sludge) W 660,960 (CU.FT)
TOTAL REQUIREDVOLUME = 985370 (CU.FT.)
Murphy Family Forms Engineering P.O. Box 759, Rose HN NC 28456 [phone]

Address: PO BOX 759
ROSE HILL, NC
Countv: DUPLIN
LAGOON DESIGN SUMMARY
Checked By: JNT
Date: 05/19/97
Sheet 5 of 7
Top of Dike Elevation - - - - - - - - ----------
Emergency Spillway Crest Elevation - - - - - - - - - - - - - - - - - - -
Top of 25 yr/24 hr Storm 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:
117.10 FT.
Not Applicable
11&10 FT.
Not Applicable
115.30 FT.
113.10 FT.
Not Applicable
110.50 FT.
106.60 FT.
Not Applicable
Not Applicable
3:1 H:V
134,896 SF
1.5 FT.
1.00 FT.
180 Days
TOTAL DESIGN -VOLUME = 1044492 (CU.FT.)
Treatment / Sludge Storage Zone Depth - - - - - -- - - - - - 6.5 FT.
Temporary Storage Zone Depth - - - - - -- - - - - - 2.2 FT.
Freeboard / Storm Storage Zone Depth - - - - - - -- -- - --- 1.8 FT.
Total Lagoon Depth - - - -- - - - - - - - 10.5 FT.
Murphy Family Farms Engineeriag P.O. Box 759, Rose Hill NC 28456 [phone]

Grower: SCOTT #4 (MFF) Designed By: JWR
Address: PO BOX 759 Checked By: JNT
ROSE HILL, NC Date: 05/19/97
Countv: DUPLIN Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 117.10
1 1 1 1
/ 1 TOP OF STORM ELEV = 116.10 / 1
1 1 1 1
1 1
1 1
STRT PMP EL.= 115.30 1 TOP OF TEMP STORAGE ELEV = 115.30 /
1 - 1
END PMP EL. = 113.10 1 TOP OF TREAT ELEV = 113.10 J SHWT = 110.50
1 1
1 1
1 1
r �
FINISHED BOTTOM ELEV = 106.60
I
Mumhv Familv Farms Enaineerina
P.O. Box 759. Rose Hill NC 28458
1910) 289-2111

Address: PO BOX 759 Checked By:. JNT
ROSE HILL, NC Date: 05/19/97
Countv: DUPUN Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359— WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
tillllll illl:llrr!
NOTE: See attached Waste Utilization Plan
DESIGNED: 4- Z-5-4�
s
5
o
DATE: fa119 f 91 = �.' �v81 t; �`��;:�
'rlrrlrililll�l�
COMMENTS: The laaoon has been designed as an irregular shape.
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 lagoon is fully
accounted for and that storage volumes calculated represent actual
conditions regardless of the shape. _
Murphy Family Farms Engineering P.D. Box 759, Rose Hill NC 28456 [phone]

Animal Waste Management Plan Cerhf cation `
(Please type or print all information that does not require a`signature)
i" � = i
General Information:
Name of Farm:
Owner(s) Name
Mailing Address:_a>) E�_ VIX3 C AwrEp— _LA}-1F WAV-SAyJ , AiL 34�
Farm Location: County Farm is located in: I L212L.' A
Fourteen Digit Hydrologic'Unit:
Latitude and Longitude: ��!s"- 02' Sl"J 7.8• os' 2-7 Integrator: Mu -I ArAtt, f
Please attach L a copy of a county road map with location identified and describe below (Be specific:
road names, directions, milepost, etc.): E&M \Ad gg6Av-1TptW-r-- L)S I I7 "j_-Fe2 3.6 w+ 1t.e-5 ,
`rurz•gt4t-l-r ojJ E -vikl C.AeTE2 LAAI% w N 149=6n VA'r
Ooeration Descriution:
Type of Swine
No of Animals
0 W to Feeder
i er to Finish
12., 2440
Q Fafrow to Wean
Q Farrow to Feeder
Q Farrow to Finish
0 Gilts
Q Boats
Type of Poultry
QLayer
opuuets
Other Type of Livestock:
No of Anima Is Type of Cattle No of Animals
QDairy
OBoef
Number of Animals:
Acreage Available for Application: 1$Z . Required Acreage: O o
Number of Lagoons/Storage Ponds: Total Capacity:_ Z I S6 4+ 'IQt_ Cubic Feet (0)
Are subsurface drains present on the farm: (In) or NO (please circle one)
If YES: are subsurface drains present in the area of th AGOON r SPRAY FIELD (please circle one)
Owner/Manager Agreement
I(we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and maintenance
procedures established in the approved animal waste management plan for the farm named above and will implement these procedures. I (we)
know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a
new certification to be submitted to the Division of Environmental Management before the new animals are stocked. I (we) understand that there
must be no discharge of animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical standards developed by
the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the office of the local Soil and Water
Conservation District. 1 (we) know that modification must be approved by a technical specialist and submitted to the Soil and Water Conservation
District prior to implementation. A change in land ownership requires written notification to DEM or a now certification (if the approved plan is
changed) within 60 days of a title transfer.
r1
Name of I
Signature:
Name of I
(if different from owner):
Signature:
AWC -- August 1, 1997

Technical Specialist Certification
1. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005, I certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM) as
specified in 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (NRCS) andlor the North Carolina
Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The following
elements are included in the plan as applicable. While each category designates a technical specialist who may sign each
certification (SD, SI, WUP, RC,n the technical specialist should only certify parts for which they are technically competent.
II. Certification of Design
A) Collection, Storage, Treatment System
Check the appropriate box
O Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
r
.(� New, expanded or retrofitted facility (SD) .�°`'�tRIV
CA I,,
Animal waste storage and treatment structures, such as but not limited to collection syst `� 9 ,pave
'been designed to meet or exceed the minimum standards and specifications. Q.
Name of Technical Specialist (Please Print) J l a 9 &.5
Affiliation: Date Work Comple�
Mtn Farn�c,. a>� �.��.
Address(Agency),F Phone No: 9Sr� _ 211'�rli;t
Signature: Date: 11 A, !cl -7
B) Land Application Site fWUP)
The plan provides for minimum separation (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): �1
Affiliation: M%VI6711,111, Far m S Date Work Completed:
Address (Agency): (-sX R {. VC Phone No: rd ���,. �. [ ► 1
Signature: Date: j
C) Runoff C tr6l�rer Xterior Lots
Chee he ap ropriate box
Fa Iitv without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
(} Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in accordance
with technical standards developed by NRCS.
Name of Technical Specialist lease Print):
(� L
Affiliation:
Date Work Completed:
Address (Agency):
Phone No.:
Signatur '
Date: it 11,l17
AWC — Au/st 1,

_D) Application and Handlin ui ment
Check the Appropriate boa
' V/ Existing or expanding facility with existing -waste application equipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in accordance
with existing design charts and tables and is able to apply waste as necessary to accommodate the waste management
plan: (existing application equipment can cover the area required by the plan at rates not to exceed either the
specified hydraulic or nutrient loading rates, a schedule for timing of application has been established; required buffers
can be maintained and calibration and adjustment guidance are contained as part of the plan).
O New, expanded, or existin facility without existing waste application equipment for spray irrigation (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates: a schedule for timing of applications has "
been established; -required buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
O New ex anded or existing facility without existing waste application qquipment for land Mreading not using spray
irrt-gatian. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed qpplication equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applicaions has
been established: required buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
Name of Technical Specialist (Please Print): �ra; Wcs �� C 1. D
Affiliation: Date Work Completed: 5 �� ^ c� 5
Address(Agency): Phone No:
Signature: Date: ��� h -7
E)
The aste manag ment plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Chg6klist, a Mo ility Management Checklist and an Emergency Action Plan. Sources of both odors and insects have
b n evaluated w respect to this site and Best Management Practices to Minimize Odors and Best Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Manangement Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Kra
�.r � GCJC_
rG
Affiliation: I J
Date Work Completed: I d /a C7
Address (Agency):
Phone No.:
Signature
Date:
F) Written ce of New Expandiqg Swine Faun
The olio ' signa a block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June21, 1996, when was it constructed or last expanded /ggjj _ . I(we)
ceiftify that I(we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road, street or highway from this new or expanding swine farm. The notice
was in compliance with the requirements of NCOS 106-805. A copy of the notice and a list of the property owners
notified is attached -
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
AWC -- August 1, 1997

III. Certification of Installation
A) Collection Storage. Treatment Installation
New, expanded or retrofitted facility (SI)
Animal waste storage and treatment structures such as but not limited to lagoons and ponds, have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
-t"��Q
Affiliation: M FA►u1� >AI S
Date Work Col ed:t M4h
Address A enc
0;
Phone No.: ". `p
Signature:
Date I�4P
B) Land Application Site (WUP)
Check the appropriate box
{v�The cropping system is in place on aA land as specified in the animal waste management plan.
{) Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping system as
specified in the waste utilization plan has not been established and the owner has committed to established the
vegetation as specified in the plan by (month/day/year); the proposed cover crop is appropriate for
compliance with the waste utilization plan.
(} Also check this box if appropriate
E if the cropping system as specified in the plan can not be established on newly cleared land within 30 days of
this certification, the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist(Please Print): n, �
Affiliation:
Date Work Completed: 519C0
Address(Agency):
Phone No.:
Signature:
Date:
This followi srare uju& is only to he used when the box for conditional approval in M.B above has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilization plan, and if
appropriate to establish the interim crop for erosion control, and will submit to DEM a verification of completion from a
Technical Specialist within 15 calendar days following the date specifed in the conditional certification. I (we) realize that
failure to submit this verification is a violation of the waste management plan and will subject me (us) to an enforcement action
from DEM.
Name of Land Owner:
Signature: Date:
Name of Manger (if different from owner):
Signature: Date:
AWC -- August I, 1997 4

; U) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of poIIutants from lounging and heavy use areas have been instaIIed as specified in
the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation: Date Work Completed:
Address(Agency): Phone No.:
Signature: Date:
D) Application and Handling Equipment Installation (VIW or I)
Check the appropriate block
(„ 1 Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration and
adjustment materials have been provided to the owners and are contained as part of the plan.
() Animal waste application and handling equipment specified in the plan has not been installed but the owner has
proposed leasing or third party application and has provided a signed contract; equipment specified in the contract
agrees with the requirements of the plan; required buffers can be maintained, calibration and adjustment guidance have
been provided to the owners and are contained as part of the plan.
() Conditional approval: Animal waste application and handling equipment specified in the plan has been purchased
and will be on site and installed by (monthldaylyear); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with cropping
system contained in the plan; and calibration and adjustment guidance have been provided to the owners and are
contained as part of the plan.
Name of Technical Specialist (Please Print):
11 11
Affiliation:
Date Work Completed: S r ` t T5
Address(Agency):
Phone No.:
Signature.
Date: / ///Zf
The followi' signature lock is only to be used when the box for conditional approval in III D above has been checked.
I (we) certify/that I (we) h ve committed to purchase the animal waste application and handling equipment as specified in my
(our) waste/Inanagement p and will submit to DEM a verification of delivery and installation from a Technical Specialist
within 15 #Iendar days foll9wing the date specified in the conditional certification. I (we) realize that failure to submit this
verificati a is a violation of the waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
E) Odor Control, Insect Control and Mortality Management (SD,SI,WUP,RC orl)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The mortality
management system as specified in the Plan has also been installed and is operational_
Name of Technical Specialist (Please Print): Kn,
Affiliation:
Date Work Completed:
Address (Agency)
Phone No.:
Signaturej-n�������-
Date:
AWC -- Au st 1, l

-Please return the completed form to the Division of Water Quality at the
following address:
Department of Environment, Health, and Natural Resources
Division of Water Quality
Water Quality Section, Compliance Group
P.O. BOX 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this Form along with the complete Animal Waste Management Plan to the
local Soil and Water Conservation District Office and to keep a copy in your files with your Animal Waste Management
Plan.
AWC — August 1, 1997

LAGOON CLOSURE PLAN
SCOTT FARM
DUPLIN COUNTY
The Scott Farm is a 12,246 hd. finishing farm owned by Murphy Family Farms.
It is located on HWY 117N of Warsaw. The lagoons on this farm were recently
retrofitted and the existing lagoons abandoned due to lack of storage volume. All of the
existing lagoons will require some degree of sludge removal before they can be properly
closed out.
The existing lagoons were pumped down to the sludge level to pre -charge the new
lagoons and all inlets for rainwater were closed. This gives each of the existing lagoons
in excess of 365 days storage. The plan is to close these old lagoons during 1998.
Specific crop fields for sludge application have been identified and the closure will
proceed as they become available. All NRCS recomendations regarding lagoon closures
will be followed and DEM will be notified when the closure process begins.

Pro cuc er: M u f� F �., � F rrr� — S c o �G.,r-,.,r, r a 13 r '~
y
Location: H uaa7 1 VI 11/ 3! 3 51v i Cc.,r � c,- Lq,e `kzot .1f3 9
Telephone: C-4) o� a 9 3 y N O S
Type Operation: ear
Number of Animals: [ a LI Co
(Design Capaciry)
Ttie waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface 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 sod tests are
=onaty 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
Sze the fertilizer value of the waste and to ensure that it is applied in an
enviro=entally safe manner. Always apply waste based on the needs of the Cron to be
=own and the nutrient content ofthe waste. Do not apply more nitrogen than the crop
can utilize. Sod types are inmor=t as they have different infiltration rates, leaching
potentials, cation exchange capacities, and available water holding capacities. Normally
waste shall not be applied to land eroding at greater than tons per acre per year With
special precautions, waste may be applied to land eroding at up to 10 tons per acre per
year. Do not apply waste on saturated soils, when it is raining, or when the surface. is
froze Either of these conditions may result in runoff to surface waters which is not
allowed under DEM regulations. 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
applied to bare ground not more than -20 days prior to planting. Injecting the waste or
diskita.s will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis
report fro myour waste management facility. Attached you will find information on
proper sampling techniques, preparation, and transfer of waste samples to the Iab for
analvsis_
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 2H.02 l7 adopted by the Envirommeata:l Management Commission.

Arnount of Waste Produced Per Year alloy tons etc.
l a � animals XL{TamA) waste/animal/year—�a0(m5 wastelyear_
Amount of Plant Available Nmrogm (PAN) Produced Per Year
ID ) D%Anfi33AIs X�31bs. PAN/animailyear ai / 1�6ib s. PAN/year. (PAN from N.C. Tech.
Guide Std. 633)
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.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Table P ACRES OWNED BY PRODUCER
Tract Feld Soil Crop Lbs_ N Acres Lbs. N Month of
T No. Type Per Ac. * Utilized An Ecation
1 I
I ! ! I I
[ I I
[ ! I I
[ e l a I
! ! ! I I
I I I
I !
I I [
[ I
I I I
I I
Total
This N is from animal waste only. If nutrients from other sources such as commercial
fertzli;;er are applied, they must he accounted for. N muss be based on realistic yield
expectation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requrrernents. Beginning in 1996the Coastal ZorreMawagernentAct will requirefarmers in
some eastern counties of North Carolina to have a: nutrient rrzanagement plan that addresses
all rrutrients This plan only addresses Nitrogen
2

Year'k"
Year "Y"
WASTE UTILIZATION PLAN
Table 1: ACRES OWNED BY PRODUCER
Tract #
Field #
Soil Type
Crop
Lbs. N Per Acre
lAcres
Lbs. N utilized
Month of Application
T1714
1
AuB
Bermuda H)
275
12.5
3,437.50
March -September
T1714
2
To
Com
156
3.5
546.00
April -July
T1714
2
To
Wheat
120
3.5
420.00
Sept -April
T1714
3
AuB
Com
94
10
940.00
ApriWu
T1714
3
AuB
Wheat
108
10
1.080.00
Sept -April
T1714
4
AuB
Bermuda H)
275
8-1
2.227.50
March -September
T1714
5
AuB
Bermuda (H)
275
22
605.00
March -September
T1714
6
AuB
Bermuda (H)
275
3-8
1,045.00
MarchSeptember
T1714
7
GoA
Soybeans
114
25.5
2,907.00
May -August
T1714
8
Re
Com
137
20.3
2,781.10
Aoril-july
T1714
8
Ra
Wheat
132
20.3
2,679.60
Sect-Aoril
T1714
9
GoA, FoA. AuB
Soybeans
98
32
3.136.00
Mav-August
T1714
10
AuB
Soybeans
75
25!1
1,875.00
May -August
T1714
11
Ra
So beans
135
15.5
2,092.50
Mav-Au ust
T1714
12
Ra
Corn
1371
15
2,055.00
April -July
T1714
12
Ra
Wheat
132
15
1,980.00
Sept -April
T1714
13
Ra
Cam
137
13.75
1,883.75
Aoril-July
Tt714
13
Ra
Wheat
1321
13.75
1,815.00
Sept -April
Total
33,505.95
Tract #
Field #
Soil Type
Crop
Lbs. N Per Acre
Acres
Lbs. N utilized
Month of Application
T1714
1
AuB
Bermuda (H)
275
12.5
3.437.50
March-Seotember
T1714
2
To
Soybeans
120
3.5
420.00
May -August
T1714
3
AuB
So beans
75
10
750.G0
May -August
T1714
4
AuB
Bermuda (H)
275
8.1
2,227.50
March -September
T1714
5
AuB
Bermuda (H)
275
2.2
605.00
March -September
T1714
6
AuB
Bermuda (H)
275
3.8
1,045.00
March -September
T1714
7
GoA
Com
156
25.5
3,976.G0
April -Jul
T1714
7
GoA
Wheat
14-4f
25.5
3.672.00
Sect-Aonl
T1714
8
Ra
Soybeans
135
20.31
2,740.50
May -August
T1714
9
GoA, FoA, AuB
Com
1331
32
4,256.00
April-J u
T1714
9
GOA, FOA, Au6
Wheat
128I{
32
4.096.00
Sect -April
T1714
10
AuB
Com
94
25
2.350.00
April -Jul
T1714 s
10
AuS
Wheat
108
25
2.700.00
Sept -April
T1714
11
Ra
Com
137
15.5
2.123,50
Ap6l-July
T1714
11
Ra
Wheat
132
15.5
2,046.00 i
Sept -April
T1714
12
Ra
S beans
135
15
2.025.00
May -August
T1714
13
Ra
Soybeans
1351
13.751
1.856.25
Ma -August
Total
1 40,328.25
Page 10

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
{Required only if operator does not own
adequate land (see Required Specification 21)
Tract Feld Soff Crop Lbs_ N Acres Lbs. N Month of
* See footnote for Table I.
Totals from above Tables
zYe�e X icar
Acres Lbs. N
Utilized
Table l i S-7.15 1733,505.95 a 3w.
Table 2 1
Total ) 1.15 33 5.R 5 aAmount of N Produced aT )6Co �1I
Surplus or Deficit -3,16 1 ? i I. �
NOTE: The Waste Utilization Plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrients or other
elerrrentz '
3

ON En
T.-v- •.:
See attached map shaving the fields to be used for the utilization of w=e water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (In/1-Tr) Amount 50
i3q.5
Au (3
,(-J o
o�
-o
o r.aff
9
]
,
1115
-
"L
�oA Fei�U
�o S
15
'r=- TAB E IS NOT NEEDED t" WAS= 7S NOr BEING AFP= BY MTLLGr =ON. HOWEVER A SLi—.27AME WII,L
BE _ =- E.D FOR DRY LM-z--Z OS SL URRY.
-W3 1Q30,
e � s
Your facility is desimled fort gadays of temporary storage and the temporary storage
must be removed on the average of once every t- MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation t sce 1AC10.0 M s 4-1�lc
yy e -7
Call the local Natural Resources Conservation Service (formerly Soil Coit�720n
Service) or Soil and Water Conservation District office after you receive the waste
analvsis report for assistance in determining the amount per acre to apply and the proper
application rate prior to applying the waste.
4

REQUIRED SPECIFICATIONS
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 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. Ifthe
producer does not own adequate land to properly dispose of waste, heshe shall
provide a copy 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
resp onsibilky of the owner of the facility to secaxe an update of the Waste Utilization
Plan when there is a change in the operation, increase in the number of annals,
method of utilization, or available land_
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs forrea]istic
crop yields based on soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of
application for outer nutrients.
4. Animal waste shall be applied to land eroding less than 6 tons per acre per year.
Waste may be applied to Land that is eroding at 5 or more tons, but less than 10 tons
p er acre per year providing grass filter strips are itrstalled where runoff Ieves the field
(See FOTG Standard 393 - Filter Strip).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drib from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland_ When applied to conservation tMed
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.)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control pdor or flies.
S. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.

REQUIRED SPECIFICATIONS
(continued)
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. Waste nutrients 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 minims and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to planting ofthe 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 ofthe land area onto winch waste is applied from a
lagoon that is a component of a swine faam shall be at least 50 feet from any residential
property boundary and from any perennial stream or raver (other than an irrigation
ditch or canal. Animal waste other than swi ae waste from facilities sited on or after
October 1, 1995), shall not be applied closer than 25 feet to perennial waters. (See
Standard 393 - Filter Strins).
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.
1-4r. Waste shall be applied in a manner not to reach other property and public right-of-
w-ays_
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
wetlands provided they 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 m a manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, Sh3kS, etc.,
shall not be discharged into the animal waste management system
6

�. I:P
REQUIRED SPECIFICATIONS
(continued)
18. If animal production at the facility is to be suspended or terminated, the owneris
responsible for obtaining and implementing a "closure plan" which will ehi iaate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, puarps, reels, etc., should be inspected on a regalar
basis to prevent breakdowns, leaks, and spills. A regular maintenance check& 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
h„rr= consumption it should only be applied preplant with no further applications of
animal waste during the crop season.
21. H"ighly visible markers shall be installed to mark the top and bottom elevations of the
teumorary storage (pumping volume) of all waste treatment lagoons. Pining shall
be managed to maintain the liquid level between the markers. A mark.: wffi be
required to mark the maxitnmum storage volume for waste storage ponds.
22. Waste Shall, be tested within 59 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied_ Nitrogen shalt be the rate -
determining element_ 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 for optimum crop production and maintained. Sod and waste
analysis records shall be kept for five years. Poultry dry waste application records
shall be maintained for three (3) years. Waste application records for all other waste
shall be maintained for five (5) years.
23_ Dead animals wilt be disposed ofin a manner that meets North Carolina regulations.
e

WASTE UTI[,IZATTON PLAN AGREEMENT
JVame of Farm: , C V + + 1r0.,r.-�
Qwner/Mwwger Agreement
I (we) understand and will follow and implement the specification and the opaation and
maintenance procedures established in the approved ani nal waste utiilizationplaahr the
farm nailed above. X (we) know that any expansion to the ex�ing design capacity ofthe
waste treatment and storage system or construction of new facilities will regtrhe anew
certification to be submitted to the Division ofEnvironrnent Management (Dim before
the new animals are stocked T (we) also understand that there mast be no discharge of
animal waste from this system to surface wasters of the state from a storm eveztt less
severe than the 25-year, 24-hour storm. The approved plan will be fled on -she at the
farm office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner.
(P'ecsa print)
t
S igaature:
Name of
Sismarure:
different from owner):
Name of Technical Specialist (Prease print)
Affiliation: A %A CjO\— . ro, w. � I
Address (Agency):
Sismature
Date: 11 l I 1 [ R �
Date:
In Je s �e_,- C
-S
3

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FF

SCoTT 'd
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 ofthe
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 Lechnical specialist for assistance.
'Reprinted for Ceruficatian Training for operations of Anima! Waste Management Systems Manua!

OPERATION & NIARqTENANCE PLAN
Proper lagoon liouid 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 t4
a farm waste management plan should be done whenever the Iand is dry enough to
receive lagoon liquid. This will make storage spa= 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
mainrain 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 mnainten nce of a lagoon involves the following:
?�,Iaimmnance of a veaerative cover for the dam.
Fescue or common De..=, udav-rass are the most common vegetative
covers. The vegetation should be fertilized each veal-, 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 andsurroundingareas
should be fertidzed with 800 pounds per acre of 10-10-10, or
eauivaient.
Brush and trees on the embanlanent must be controlled. This may be
done by mowing, spraying, grating, 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 wirer. 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_ geparation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface--Iook 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 dui 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 Igoon stdewaiis, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious dame to a lagoon sidewall, baffles in the lagoon maybe
used to reduce the wave impacts.
Any of these features could Iead 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 Iagoons. You may need to provide a temporary -f x if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical experL 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 tet;:udcal expert.
ransfer Pumps ---check for proper operation of:
L recvcling pumps
2. irrigation pumps
Check for leaks, loose fittings, and ovezall pump operation. An unusually loud or grinding
noise, or a large an, punt of vibration, may indicate that the pump is in need or repair or
replacernent_
NOTE: Pumping systems should be insp--ted and ope.-ated frequently enough so that you
are not completely "surprised" by equipment failure. You should pp, rform 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 cagy dI 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
corning 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 con-r-cmd promptly. It is advisable to inspect your systnn
dur nc or immediately following a heavy rain- If technical assistance is needed to
drt�Tae proper solutions, consult with approprsam experts_
You should record the Ievel of the lagoon just prior to when rain is predicted, and then
record- the level again 4 to S hours ate~ the rain (assumes these is no pumping). This will
give you an idea of how much your lagoon level will rise with a cm7min 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 moon rises excessively, you may
have an inflow problem from a surf= water diversion or theme may be seepage into the
lagoon frorn the surrounding land.
Lagoon Opetion
I_ Immediately after construction e=ablish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water befor::
waste loading beg:.ns, taking care not to erode lining or bank slopes.
3. D;2:npipes into the lagoon should have a flexible. oioe extender on the
end of the pipe to disclaree near the bottom of the moon during initial
d ing or another means of slowing the incoming w�arer to avoid ems on of
the lining.
4. When possible, begin loading new Iagoons in the spring to i[tazimi7a
bacterial emblishm= (due to warmer weather).
5. It is recommended d=. z new lagoon be se—d-.with sludge from a hm1thy
worm; swine lagoon in the amount of 0.25 pe.:-m-it of the Aalagoon
liquid volume. This seediag should oc;,our-ar list two wetks prior to the
a.dcurion of wastewatt .
6. Maintain a periodic chick on the lagoon liquid -pH. If the pH fails be:ow
7.0, add agricultural Lune at the rate of 1 pound per 1000 cubic fe-- of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liard&
pH is bet v n 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate:
biological activity. Consultation with a technical spe=a.list is rexmmended
if these conditions occur for prolonged periods, especially during the warn
Season.
Loadir g:
The more h=uently�and regularly that wastewater is added to a lagoon, the bette*tbe
lagoon will fund�ori. Flush systems that wash waste into the lagoon several times daily
optimum for treatment Pit rLharge 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 waxer conservation.
14�Iinimize reed was -age and spillage by keeping feed= adjusted. This
will reduce the amount of solids entering the lagoon
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 reautremears and soil moisture so that "temporary storage
will be maxim — for the summer thunderstorm season. Similarly,
itLgate in the late summer/early fall to provide raxdmum lagoon
storage for the wince.-.
'I"ne lagoon liquid level should never be closer. than 1 foot to the iow--T,--
ooint o.- the dam or embankrnent.
Do not pump the lagoon liquid level lower that the permanent stoz-e
level unless you art removing sludge.
I ocate float pump intakes approidmately 18 inches underneath the limed
sZ-�ce and as f`r akav liom the drainvine inlets as possible.
Prevent additions of bedding mate:i.als, Ion—sm.-nmed forage orvege�on,
molded feed, plasric syringes, or other foreign mam-rals into the -lagoon_
F=Uently 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 embaak=t
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it rills 50 percent of the permanent swrage volume.
If animal production is to be terminated, the owner -is responsible for
obtaining and impic.nenting a closure plan to eUrninate the possibility of a.
pollutant discharge.
Shidge.Rem ovate
Rate of lagoon sludge buildup can be reduced by:

proper lagoon sung,
mechanical solids szoa arion of flusne�d waste,
gravity szrdmg of flushed waste solids in an appropriately designed basin, or
minimizin- feed wasz.ge and spillage.
Lagoon sludge that is removed annually rather than stored long te.- n will:
have more nutrients,
have more odor, and
require more land to proDerly use the nutrients.
Removal terhnicues:
Eire a custom applicator.
lynx the sludge and lagoon liquid with a chopper agitator impeller
pump through large -bore sprihIder irrigation syste:.3 onto nearby cropland;
and soil incorporate.
Dewar= thv upper p<r of lagoon by i,=,gation onto nearby cropland or
rorageland; mix rernz:.ning sludge; pun, p into liquid sludge appi. =r, haul
and spread onto cropland or foragei=d; and soil rncorporat;.
Dewater the upp= par L of lagoon by i :.i¢ation onto nearby cropland or
forazeland: O'M&I- sludge from lagoon with drzLie or sludge oamt; be_*m
an area beside lagoon to r5ccive the sludge so tr.= liquids can drain back -
into lagoon; allow sludge to dewater; haul and spread with manure s_oread
onto cropland or and soil incorporate.
Regardless of the method, you ruse have the sludge material armdyzrd for waste
cons-Ldme its jus as you would your lagoon water. The sludge will' contain diffe w^t
nuttiest and rnet l values from the liquid. The application of the sludge to fields will -be
limited. by these nuaients as well as any previous waste appl.icadons to that field and czop
requ , -ment. Waste application fates will be discussed in de=ii in Chapter 3.
When rcmoving sludge, you must a so pay attention to the line~ to prevent damage. Qose
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact- If you see soil material or the synthetic line: material being disturbed, you should
stop the acz[vity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the iiner is damaged it must be repaired as soon as
possible- -
Sludge removed from the lagoon has a much higher phosphorus and. heavy metal contort
than liquid. Bemuse of this it should probably be. applied to land with low phosphorus
and mewl levers. as indicated by a soil test, and incorporates to reduce the chance of
erosion- Note bat if the sludge is applied to fields with very high soil -test phosphorus, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wash, always havd your lagoon sludge analyzed for its nutrient value.
The =liration of sludge will increase the amount of odor at Ul c waste application site_
Extra precaution should be used to observe the wind dire::ion and other conditions which
could increase t1he concern of neighbors.

possible Causes of Lagoon Failure
Lagoon failures Tesult in the unplanned discharge of wasmvrater from the stiucanre 'types
of failures include leakage through the bottom or sides, overtopping, and brmch of the
dam_ A sLnni g proper design and construction, the owner has the responsibility for
ensmng str=ure safety. Items which may Iead to lagoon failures include:
Modification of the lagoon stru=nz —an exa=le is the placement of apipe
in the dam without proper design and construction. (Consultan expert in
lagoon design before placing any pipes in dams-)
Lagoon liquid levels --high levels.area safety risk.
Failure to inspect and maintain the dam_
Excess suzfacw water flowing into the lagoon.
Liner integrity —protect from inlerpipe scoring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
t2 ble.
NOTE: If lagoon water is allowed to overtop the dam, the moving waterwillsoon Cause
gullies to form in the dam. Once this damage starts, it can quickly. cause a Iarge discharge
of wastewar- and possible data f�i.iure.

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALI TY (DWQ)
910
X5
39b0
EMERGENCY MANAGEMNE T SERVICES (EMS)
91C>
> 9 6
a ie a
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
A10
a4c0
at a.e
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
9fo
COOPERA71VE EXTERSION SERVICE (CES)
9/0_
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 air employees at the facility. The following are some action items you should
take.
I Stop the release of wastes. Depending on the situation, this may ore may norbe
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 wateris entering lagoon.
H. Runo;; from waste application Meld -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 reasons) that cause the runoff.
e. Evaluate the appixation rates for the fields where runoff occurred.
C. Leakaoe from the waste pipes and sprinklers -action include: .
a. 'Stop recycle pomp.
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.
i'

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste. reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage 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. !-low much reached surface waters?
3. Con«cr appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. Aster
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.• lnsruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
MRCS o,-�ice for advice/technical assistance phone number - -.
4. If none of the above works call 01 1 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Can, actors Name:
b. Contractors Address
c. Contractors Phone:
6. Cont-act the technical specialist who certified the lagoon (MRCS, Consulting
Engineer, etc.)
a. Name: T64c. Jc C ✓ -
b. Phone:
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 HMP's to Minimize Odor Site Specific Practices
(Liquid Systems}
Flush Gutters Accumulation of solids ( F3ush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
(411fRomove bridging of accumulated solids at
discharge
Lagoons and fits Gusted Solids Maintain lagoons. sattfing basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-a inches over more than
300,b 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 imooundment's parimater.
(Dry Systems)
Feeders reed Spillage { } Design. operate am mainrain feed systems fc.g_
bunkers and troughs) to minimize the aemmuiation
of decaying wastage.
() Clean up spillages on a routine basis (e.c. 7-10 day
interval during summer. ? S-30 day interval during winter),
Feed Storage Accumulations of feed residues ( ) Reduce moisture accurnuiabon within and around
immediate perimeter of feed storage areas by
insuring drainage away from site andlor providing
adequate containment {e_g., covered bin for
brewer's grain and simiier high moisture grain
products).
[) fnspoct for and remove or break up accumulated
solids in filter strips around feed storage as needad_
.nimal Holding Areas Aecurnuladans of ar&M waxws ( ) Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by Animals is minimal.
O Maintain fence rows and filter strips around anmal
holding areas to minirnize accumulations of wastes
li.e_ inspect for and remove or break up accumulated
solids as needed).
C—Novernber 11. 1996

Dry Manure Handling Accurn larions of animal wastes ; } Remove spillage on a routine basis (e.g. 7-10 day
Systems interval during sarrrnrref; 15-30 dove interval druing
winter) where manure is Loaded for lend applicapon
or disposal_
} Provide for adequate drainage around manure stockpae _
() lnspec:r for and remove or break up eecunn sated v
in_Mter stripes around stockpiles and mamirs hendling
areas as needed_
The issues checked ( ) pertain to this operadon. The landownerfintegrar r agrees to use sound judgment in -applying
insect control measures as practical.
I certify the aforementioned insect control Hest; Management Practices have been reviewed with me_
(Landowner Signature)
nor more information cm.. Gi-the Cooperative Extension Service, Deperanent of EntomcJogy. Box 7513..North Carona State L)riversiry, Raleigh, NC
3769 `a-7613.
AMIC—November 11. 1996 10

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Fermsiead Swine production { goxanve or wooded buffers;
{ Recommended best management
'Practicas;
{+j Good judgment and common sense
Anirtsal body surfaces Dirty manure -covered aria als (*r,'Dry floors
Floor surfaces Wet manure -covered floors (,f dotted floors:
( aterers located over slorted floor:;
xre (eders at high and of solid floors;
{4Scraae manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits Urine { Frequent manure removal byflush.pit
reoharge.or scrape
Patnal micorbial decomposition {) Underfloor ventilation
Ventilation exhaust tarns Voiatile gases; ( Fan maintenance;
Dust {Zfficient air movement
Indoor surfaces Our. Washdown between groups of erumais
{) Feed additives;
(} Feeder covers:
(} Feed delivery downspout extenders to
feeder covers
hush tanks Agitation of recycled lagoon (J Hush tank covers
liquid whiles ranks are filling (J Extend fill lines to near bottom of
tanks with ana-siphon vents
Flush alloys Agitation during wastewater (} Underfloor flush with underfloor
corrveyanenee
ventilation
Fit recharge points Agitation of recycled lagoon ( ) Extend recnard lines to near bottomof
rrgtad while pits are filling pits with en i! phon vents
Lift stations Agitation during sump tank filling {) Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater () Box covers
nr junction boxes conveyrence
=nd of drainpipes at lagoon Ags:adon during wastewater ( ) Extend discnarge point of pipes
underneam lagoon licuid level
.noon surfaces Volatile gas emissions ( roper lagoon liquid capacity
Biological riirung (//Correct. lagoon startuo procedures
Agitation ( ) M nimum surface area -to -volume ratio
V"nimum agitation when pumping
(} Merrianical aeration
r (} Proven biological additives
:patron sprinkler nozzles liign pressure esitadon ( Irrigate on cry days with little or no wind
Wind draft (-f1f, nimum recommended coerarion pressure
(4 Pump intake near lagoon licuid surface
( ) Puma from second -stage lagoon
'-OC—November 11. 1996

Storage tank or basin Partial microbial decomposition (1 Etotrom or rnidlevel loading
surface Miring while filling (} Tank covers
Agitation when emptying { j S se n surface nuts of solids
() Proven biological additives or oxidants
Settling basin surface Partial micobW decomposition () Extend drainpipe outlets undementh Eiquid
Mbdng while filling level
Agitation when emptying (j Remove settled solids regularly
Manure. slurry or sludge Agitation when spreading () Soil injection of slurry/sludgas
spread or outlets Volatile gas arnissions (} Wash residud manure from spreader after use
(} Proven biological additives or mudants
Uncovered manure. slurry Volatile gas emissions whue drying I } Soil infection of slurry/sludges
or sludge on field surfacers () Soil incorporardon within 48 hours
{) Spread in thin uniform layer for rapid drying
{) Proven Walogical additives or oxidanu
Dead animals Carcass decomposition (} Proper disposition of t:aroasses
Dead animal disposal Carcass decomposition (} Complete covering of carcasses in burial pits
pits { } Proper location construction of disposal pits
Incinerators Incomplete combustion { j Secondary stack burners
Standing water around Improper drainage ( Grade and landscape such float water drains
:acifities Mcrobial decomposition of away from facilities
organic marter
Manure tracked onto pua%ic Poorly maintained access toads ( Fenn access road maintenance
roads from faun access
Additional Information_ Available Front:
3 wine Manure Managemerrw 0200 Rule/EMP Packet NCSU--Gotntty E=nsion Center
Swine Production Farm Potential Odor Sources and Remedies, ESAE Fact Shaer NCSU-SAE
3 wine Production Facility Manure Management: Pit Racharge—Lagoon Traazmen%7 EBAE 3 28-88 NCSU-aAE
3 wine Production Facility thanure Management: Underficar Ruse -•Lagoon Treatment. EBAE 123-88 NC LL&AE
_agoon Desig and Management for Livestock Nurture Treatment and Storage; EBAE 103-83 NCSLLaAE
calibration of Manure and Wastewater Application Egtcpment EELAE Fact Sheet NCSU-8AE
controlling Odors from Swine 134 ngs: PIN-33 NCSU-Swine Extension
.nvironmental Assuranc Ptag,gam NPPC Manual NC Pork Produces Assoc
-otions for Managing Odor. a reporrfrom the Swine Odor Task Force NCSU Agri Canttttunieatiorw
uisance Concerns in Anirtsal Manure Management; Odors and 1 nes, PRO7 07, 1995 Conference Ptnceedmgs Florida Coopesaave Extension
he issues checked ( ) permin to this operation. The landownerfrntegrator agrees to use sound judgment in applying
jor control measures as practical.
:erzify the aforementioned odor control Best Managment Practices have been reviewed with me.
s
(Landowner Signature)
DC—Ndvemt3er 1 1. 1996

MORTALF Y 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.
{ ✓} 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 or part of a dead
animal's value withoLrt endangering human or animal health. (Written
approval of the State Veterinarian must be attached)

a
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary 1
A. Preston Howard, Jr., P.E., Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Murphy Family Farms
Scott Farm Sites 1-4
313 Elvin Carter Ln
Warsaw NC 28398
Farm Number: 31 - 5
Dear Murphy Family Farms:
pF-CEIVED
WATER C00 Y SECT10N
MAR 2 / 1996 4
i<lon-Discharge �'e�''
March 20, 1998
You are hereby notified that Scott Farm Sites 1-4, in accordance with G.S. 143-215.10C, must
apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your
farm has sixty (60) days to submit the attached application and all supporting documentation. In
accordance with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section 19(c)(2), any
owner or operator who fails to submit an application by the date specified by the Department
SHALL NOT OPERATE the animal waste system after the specified date. Your application must
be returned within sixty (60) days of receipt of this letter. Failure to submit the application as required
may also subject your facility to a civil penalty and other enforcement actions for each day the facility is
operated following the due date of the application.
The attached application has been partially completed using information listed in your Animal
Waste Management Plan Certification Form. If any of the general or operation information listed is
incorrect please make corrections as noted on the application before returning the application package.
The signed original application, one copy of the signed application, two copies of a general location
map, and two copies of the Certified Animal Waste Management Plan must be returned to complete the
application package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
Post Office Box 29535
Raleigh, NC 27626-0535
If you have any questions concerning this letter, please call J R Joshi at [phone] extension
363 or Dave Holsinger with the Wilmington Regional Office at [phone].
Sincerely,
�ar A. Preston Howard, Jr., P.E.
cc: Permit File (w/o encl.)
Wilmington Regional Office (w/o encl.)
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1.1 Facility Name: Scott Farm Sites 1-4
1.2 Print Land Owners name: _ Murphy Family Farms ^
1.3 Mailing address: 313 Elvin Carter Ln
City, State: Warsaw NC
Telephone Number (include area code): 293-7886
Zip: 28398.
1.4 County where facility is located: Duplin
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): Take US 117 N towards Bowdens, follow UIS 117 N
for about 3.0 miles past Warsaw to farm entrance on Rt. Farm com2 lex located 1.0 mile off US 117.
1.6 Print Farm Manager's name (if different from Land Owner): Jimmy Sauls
1.7 Lessee's / lntegrator;s name (if applicable; please circle which type is listed): Murphy£FamilytFan
1.8 Date Facility Originally Began Operation: UI, V93k 1,16V ,; 1 , i LiT
1.9 Date(s) of Facility Expansion(s) (if applicable): qt j r^_rJ_q,v, 5., o_,-% 5_ (.y V 19 V0
2. OPERATION INFORMATION:
2A Facility No.: 31 (county number); 5 (facility number).
2.2 Operation Descnp onion Swine operation
F—ee-cT—er to Finish
12246- Certified Design Capacity
Is the above information correct? yes; R no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum num ear for which the waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 1/26/98 Page 1 of 4

3.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 187.2 ; Required Acreage (as listed in the AWMP): 200
2.4 'Are subsurface drains present within 100' of any of the application fields? <9& or NO (please circle one)
2.5 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or (lease circle one)
2.6 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
or NO (please circle one)
` �,oW; _'
What was the date that this facility's swine houses and lagoon were sited?
What was the date that this facility's land application areas were sited? I I' I 1 Cj 3
REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants Initials
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
33.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
33.7 The PAN applied to every land application field_
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
33.10 A site schematic.
3.3. I I Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.I3 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.)
If your CAWMP includes components not shown on this list, such as an irrigation design,
or site evaluation, please include the additional components with your submittal.
FORM:AWO-G-E 1/28/98 Page 2-of 4

Facility Number: 31 - S
Facility Name: Scott Farm Sites 1-4
4. APPLICANT'S CERTIFICATION:
I, 1 r \v.arpl�,-, '���ti,��„ ��Z�r-� (Land Owner's name listed in question 1.2), attest that
this application for 5 ���� �`Fac��-� \—'A (Facility name listed in question l.l)
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.
Signature c� _ \ 'J
Date 3 --)s -t S
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, J C,\" (Manager's name listed in question 1.6), attest that this
application for '::� c A- ar-��k��� �_ L.� (Facility name.listed in question 1.1)
has been -reviewed by me and is accurate and complete to ffe_5esT6f my knowledge. I understand that if a]I 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 returppd as,�qcoT,094
Signature
Date 3 - _�Ls -qV
THE COtiPaTED APPLICAT� PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
✓✓ SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 1/28/98 Page 3 of 4

DIVISION OF NVATER QUALITY REGIONAL OFFICES (1/98)
Asheville Regional R'Q Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain .
Havwood
Transylvania
He^derson
Yancey
-
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building. Suite 714
Fayetteville. NC 2830I
(9 i 0) 486-1541
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bettie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquirnans
Dare
Pitt
Gates
Tyrell
Greene
Was;inc ou
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
3800 Barrett Dr.
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Lincoln
Brunswick New Hanover
Bladen
Richmond
Cabarrus
Mecklenburg
Carteret Onslow
Cumberland
Robeson
Catawba
Rowan
Columbus Pender
Hamer
Sampson
Cleveland
Stanly
Duplin
Hoke
Scotland
Gaston
Union
Monteomery
Iredell
Winston-Salem Regional VVQ Supervisor
585 Waughtmvn Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randulph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Fors-,th
Yadkin
Guilford
FORM: A%N'O-G-E 1/28/98 Page 4 of 4

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State of North Carolina
Department of Environment FZECEI,VEID
and Natural Resources
Division of Water Quality t MAR 2-3
James B. Hunt, Jr., Governor By;
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
March 20, 1998
CERTIFIED MAIL
TURN RECEIPT REQUESTED
Murp y Fami y Farms
Scott Farm Sites 1-4
313 Elvin Carter Ln
Warsaw NC 28398 _
Farm Number: 31 - 5
Dear Murphy Family Farms.
AkT1.9;V'A
r4 0
J0
You are hereby notified that Scott Farm Sites 1-4, in accordance with G.S. 143-215.1 OC, must
apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your
farm has sixty (60) days to submit the attached'application and all supporting documentation. In
accordance with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section 19(c)(2), any
owner or operator who fails to submit an application by the date specified by the Department
SHALL NOT OPERATE the animal waste system after the specified date. Your application must
be returned within sixty (60) days of receipt of this letter. Failure to submit the application as required
may also subject your facility to a civil penalty and other enforcement actions for each day the facility is
Operated following the due date of the application.
The attached application has been partially completed using information listed in your Animal
Waste Management Plan Certification Form. If any of the general or operation information listed is
incorrect please make corrections as noted on the application before returning the application package.
The signed original application, one copy of the signed application, two copies of a general location
map, and two copies of the Certified Animal Waste Management Plan must be returned to complete.the
application package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
Post Office Box 29535
Raleigh, NC 27626-0535
If you have any questions concerning this letter, please call J R Joshi at {919)733-5083 extension
363 or Dave Holsinger with the Wilmington Regional Office at [phone].
Sincerely,
A. Preston Howard, Jr., P.E.
cc: Permit File (w/o encl.)
Wilmington Regional Office (w/o encl.)
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

F A M I L Y F A R M S
May 27, 1997
Mr. Mike Sugg, District Conservationist
USDA - National Resources Conservation Service
P.O. Box 277
Kenansvilie, NC 28349
RE: Scott 91 and 92 Farm - 4650 Feeder to Finish
Dear Mr. Sugg:
Enclosed for your review is the completed Animal Waste Management Plan for the above
referenced swine firm. Specific items included in this package are as follows:
- Location Map
- USGS Quad Map
- Soil Investigation Report
- Lagoon Design Spreadsheet
- Operation & Maintenance Plan for Lagoon
- Construction Specifications for Lagooa
- Site Seeding Requirements
- Emergency Action Plan
- Site Plan with Construction Details
Murphy Family Farms will be developing the Nutrient Utilization Plan for this farni, which will be
submitted with the final certification.
Please contact me at [phone], Ext. 4529 if you have any questions concerning this
package.
Sincerely,
Dave Elkin
Assistant Engineer
Enclosures
cc: File
Garth Boyd, (complete package)
Post Off -ice Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

Grower. Scott #1 and #2 Designed By: JHD
Address: P. O. Box 759 Checked By: JNT
Rose Hill, NC 28458 Date: 05/23/97
Countv: DUPLIN Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
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
Farm Population:
-------------------
-------------------
-------------------
--------------------
-------------------
-------------------
-------------------
Not Applicable
-------------------
-------------------
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?
S I ' W E
(Y/N)----------Y
(Y/N)— — — — — — — — — — N
(Y/N)----------Y
REQUIRED!!!!!!! Y
easona High ater Table lev. -------------------
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 =
otal Volume =
REQUIREDVOL.
87832 (Cu.Ft.)
292129 (Cu.Ft.)
627750 (Cu.Ft.)
1,007,711 (Cu.Ft.)
0
4650 Hd.
0
0
0
0
180 Days
7.5 In.
7.0 In.
425250 Gal. **
0
113,00 Ft
1.0 Ft.
3 :1 (H:V)
116.80 Ft
106.50 Ft.
115.00 Ft
11260 Ft.
DESIGN VOLUMES % REQ'D.
107,164 (Cu.Ft.)
300,700 (Cu.Ft.)
643,573 (Cu. Ft)
1,051,437 (Cu.Ft)
Min. Required Liner Thickness -------------------
Lagoon Surface Area (Inside TOO) — — — — — — — — — — — — — — — — — — —
** SEE SHEET 4 OF 7 FOR ADDITIONAL WATER USEAGE NOTE
12201%
10293%
10252%
104.34%
40 MIL
140,531 S. F.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910) 289--2111

Grower. Scott #1 and #2 Designed By: JHD
Address: P. O. Box 759 Checked By: JNT
Rose Hill, NC 28458 Date: 05/23/97
Countv: DUPLIN Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
Incr. Vol. (Cu. FT)
106.50
91,565
107.00
93,768
46,333
108.00
98,235
96,002
109.00
102,772
100,504
110.00
107,377
105,075
111.00
11 Z052
109,715
11200
116,796
114,424
113.00
121,610
119,203
114.00
126,492
124,051
115.00
131,444
128,968
116.00
136,465
133,955
116.80
140,531
110, 798
volumes were calculated usina the vertical averaae en
Cumul. Vol. (Cu. FT)
46,333
142,335
242,838
347,913
457,627
57ZO51
691,254
815,305
944,273
1,078,228
1,189, 026
END PUMP = = = = >
11260
FT
643,573 CF
TRWT
643,573
102-52%
START PUMP = = = >
115.00
FT
944,273 CF
TEMP
300,700
10293%
MAX STORAGE = = >
115.80
FT
1,051,437 CF
STORM
107164
12201 %
Murphy Family Farms EngineeMg P.O. Box 759, Rase Hip NC 28458 [phone]

Grower. Scott #1 and #2
Address: P. O. Box 759
Rose Hill, NC 28458
Checked By: JNT
Date: 05/23/97
Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type C aciiy ALW * cu.ft. Ib = Total
Nurse
0
30
1.00
0
Finishing
4,650
135
1.00
627,750
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
1 01
1,4171
1.001
0
Boars
o
400
1.001
0
Total Reauired
Treatment
Volume
(cu. ft.) = 627.750
Sludge Stara a Volume:
Animal Type 'Capacity * ALW * cu.ft Ib = Total
Nursery
0
30
0.00
0
Finishing
4,650
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
01
1,4171
0.001
0
Boars
01
4001
0.000
0
Total Required Sludge Storage Volume (cu. ft.) = 0
Temporary Storage Volume:
Manure Production:
[Anim5l Type Capaci to. Period * (gaIs7Ha.jd_a_yJ= ota
Nursery
0
180
0.
0
Finishin
4,650
180
1.37
1,146,690
Farrow to weaniin
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
101
180
14-381
0
Boars
1 01
1801
4.061
0
Total -Manure Production (gals.)= 1,146,690
Total Manure Production (cu.ft.)= 153,301
Excess Fresh Water:
Animal Type Ca aci * Sto. Period *(gals/Hd. da = Tota'
Nursery
0
180
0.00
0
Finishing
4,65011
180
0.00
0
Farrow to weanling
0
1801
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
101
1801
0.0010
Boars
01
180
0.001
0
Total Fresh Water Excess (gals.)
Total Fresh Water Excess (cu.ft.)=
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

grower. Scott i=i ana iF1 uesignea oy: uhu
Address: P. 4. Box 759 Checked By: JNT
Rose Hill, NC 28458 Date: 05/23/97
Countv: DUPLIN Sheet 4 of 7
Temporary Storage Volume: (Cont.
Rainfall in Excess of Evaporation:
Vol.= (Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (140531 sq.ft + 0 sq.ft) * 7 in. /12 in./ft.
Total Required Volumefor Rainfall in Excess of Evap. (cu.ft;,)= 81,976
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr./24Hr. Storm (in) / 12in./ft.
Vol.= (140531 sq.ft + 0 sq.ft.) * 7.5 in. /12 in.
Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft) = 87,832
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (140531 sq.ft + 0 sq.ft) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage: **SEE BELOW
Vol. = 425250gals. * 1 cu.ft/ 7.48 gals.
Total Required Volume For Additional Water Disposal = 56852 (cu.ft.)
Total Required Storm Storage
(25 Yr. 124 Hr. Storm + "Heavy Rain") = 87,832 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 292,129 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 627,750 (CU.FT)
TOTAL REQUIRED VOLUME = 1007711 (CU.FT.)
** ADDITONAL WATER USEAGE SHOWN ACCOUNTS FOR FRESH WATER
FLUSHING FOR THE FIRST 3 WEEKS OF EACH GROUP OF ANIMALS.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Address: P. O. Box 759 Checked By: JNT
Rose Hill, NC 28458 Date: 05/23/97
Countv: DUPLIN Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ---------------------
Emergency Spillway Crest Elevation - - - - -- - - - - - - - - - - - - -
Top of 25 yr/24 hr Storm 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 --------------- 7---
Min. Liner Thickness (if required) -------------------
Freeboard Depth --------------------
Temporary Storage Period-----------------------
Zone Depths:
116.80 FT.
Not Applicable
115.80 FT.
Not Applicable
115.00 FT.
112.60 FT.
Not Applicable
113.00 FT.
106.50 FT.
Not Applicable
Not Applicable
3:1 H:V
140,531 SF
40.0 MIL
1.00 FT.
180 Days
TOTAL DESIGN VOLUME = 1051437 (CU.FT.)
Treatment / Sludge Storage Zone Depth - - - - - - - - - - -
Temporary Storage Zone Depth - - - - - - - - - - -
Freeboard / Storm Storage Zone Depth - - - - - - - - - - -
Total Laqoon Depth _ - - - - - - - - - - -
6.1 FT.
2.4 FT.
1.8 FT.
10.3 FT.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

Grower: Scott #1 and #2 Designed By: JHD
Address: P, 0. Box 759 Checked By: JNT
Rose.Hill, NC 28458 Die: 05/23/97
Countv: DUPUN Sheet 6 of 7
STRT PMP EL. = 115.00
END PMP EL. = 112.60
ZONE ELEVATIONS
TOP OF DIKE ELEV = 116.80
1 I
1 TOP OF STORM ELEV = 115.80 !
1 1
1 I
1 1
/ TOP OF TEMP STORAGE ELEV = 115.00 /
1 - 1
1 TOP OF TREAT ELEV = 112.60 ! SHWT = 113.00
1 1
1 1
1 1
1 !
FINISHED BOTTOM ELEV = 106.50
I,
Ahirnhv Family Farm* Fnrrinaarinn
P. D_ Box 7&4. Rasa Hill NC 29468
1
1910) 289-2111

Address: P. O. Box 759
Rose Hill, NC 28458
Countv: DUPUN
Checked By: JNT
Date: 05/23/97
Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359— WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
SHWT:
Subsurface drain tie will be installed adjacent to the lagoon as shown on the site
drawing. The tie is being installed to keep the seasonal high water table adjacent
to the lagoon at or below the stop pump elevation.
yunrrrr rr
NOTE: See attached Waste Utilizat%rt RARE
PP`` u
� n r
DESIGNED: •I _� SEAL _ =
14995 t
DATE:
'- rfrrrrrrtti
COMMENTS: The lagoon has been designed as an irregular shape.
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 lagoon is fully
accounted for and that storage volumes calculated represent actual
conditions r2gardless of the shape.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910) 289-21 r 1

GROWER: Scott #1 and #2 DESIGNED BY: JHD
ADDRESS: P.O. Box'759 CHECKED BY: JNT
Rose Hill, NC 28458 DATE: ' 05/23/97
COUNTY: DUPLIN SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of III material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfii.l shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED LINER THICKNESS SHALL BE 40.0 MIL
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. ATYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED,
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

GROWER: Scott #1 and #2 DESIGNED BY: JHD
ADDRESS: P.O. Box 759 CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 05/23/97
COUNTY: DUPLIN SHEET 2 OF 3
When areas of unsuitable material are encountered, they will be overexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be backfilled as specified to grade with a material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
Soil liner material shall come from an approved borrow area The minimum moisture
content of the liner material shall be optimum moisture content which relates to that
moisture content when the soil is kneaded in the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to insure proper moisture
content during placement of the liner. The moisture content of the liner material shall not
be less than optimum moisture content during placement. The maximum moisture
content relates to the soil material being too wet for efficient use of hauling equipment and
proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and
compacted to at least 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) of the liner material. When smooth or hard, the previous lift shall be scarified
and moistened as needed before placement of the next lift.
The single most important factor affecting the overall compacted permeability of a clay
liner, other than the type of clay used for the liner, is the efficient construction processing
of the compacted liner. The sequence of equipment in an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment.
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable speck discharge of the liner is
1.0 x 10-5 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6cm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in --situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased.
To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: Scott #1 and #2 DESIGNED BY: JHD
ADDRESS: P. O. Box 759 CHECKED BY: J_ NT
Rose Hill, NC 2B458 DATE: 05/23/97
COUNTY: DUPLIN SHEET 3 OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant When these are
specified, additional construction specifications are included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation should
be established as soon as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfili shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the file will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The file trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction. -
Mrrrnhv Family Farms FnninaArmn P_O_ Rnr 7_S_9 Rnse Hi!! NC 284SB 1910) 289-2111

ADDRESS: P. O. Box 759 CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 05/23/97
COUNTY: DUPLIN SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 4.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
270 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
135 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
270 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
36 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
45 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1:TO MARCH 30
180 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
4500 LBS. OF 10-10-10 FERTILIZER (1000 LBS.JACRE)
9 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
450 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDE11THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL
BAHIA GRASS IS ESTBLISHED.
Murphy Family Farms Engineerh7g P.O. Box 759, Rose Hill NC 28458 [phone]

....• ay..�. a. vv a r. . ... rr � vw�aa��w v.. v. .v
ADDRESS: P. O. Box 759 CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 05/23/97
COUNTY: DUPLIN SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system. -
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year / 24 hour storm for the location,
(5) and, if applicable, an additional heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one—half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start—up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.
Murphy Family Farts Engineering P.O. Box 759, Rose Hill NC 28458 (910J 289-2111

ADDRESS: P. 0. Box 759 CHECKED BY: JNT
Rose Hill, NC 28458 DATE: ' 05/23/97
COUNTY: DUPUN SHEET 2 OF 2
3. Begin temporary storage pump —out of the lagoon when the fluid level reaches the
elevation 115.00 as marked by the staff gauge. Stop pump —out when the fluid level
reaches elevation 112.60. This temporary storage, less 25 year / 24 hour storm,
contains 300700 cubic feet or 2249237 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the wapte
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights —of --way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over —spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

GROWER: Scott #1 and #2 DESIGNED BY: JHD
ADDRESS: P.O. Box 759 CHECKED BY: JNT
Rose Hill, NC 29458 DATE: 05/23/97
COUNTY: DUPLIN SHEET 1 OF 2
Emergency Action Plan
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you -have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow —possible solutions are:
add soil to berm to temporarily increase elevation of dam —any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) --hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field —actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers —actions include:
-- stop recycle (flushing system) pump
stop irrigation pump
— close valves to eliminate further discharge
-- separate pipes to create an air gap and stop flow
flush system, houses, solids separators —actions include:
-- stop recycle (flushing system) pump
— stop irrigation pump
— make sure no siphon effect has been created
— separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks —possible action*:
dig a small well or ditch to catch all seepage put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals= nd
fill holes and compact with a clayey soil
other holes may be likewise temporarily plugged with clay soil
Murphy Family Farms EngineeMg P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: Scott #1 and #2 DESIGNED BY: JHD
ADDRESS: P.O. Box'759 CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 05/23/97
COUNTY: DUPLIN SHEET 2 OF 2
*Lagoon problems require the consultation of an indivi ual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
A. During normal business hours, call your DWQ regional office, at 910-395-3900
after hours, emergency number. 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been undertaken, and the seriousness of the situation.
B. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-296-2160.
C. Instruct EMS to contact local Health Department
D. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance. The
Extension Service can be reached 910-296-2143 for advice/technical assistance.
E. Contact Murphy Family Farms Land and Nutrient Management Department at 910-
289-2111 for advice/technical assistance.
4., Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVILLE, NC 28349
910— 296— 2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277, KENANSVILLE, NC 28349
910— 296— 2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANSVILLE, NC 28349
910— 296— 2160
DIVISION OF WATER QUALITY
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405 — 3845
910— 395— 3900
Murphy Family Farms Engineering P.O. Box 759, Rose HN NC 28458 [phone]

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ADDRESS: PO BOX 759 CHECKED BY: JNT
ROSE HILL, NC DATE: 05/19/97
COUNTY: DUPLIN SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brash, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfiill shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement
Dikes over 15 feet in height with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.5 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. ATYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

GROWER: SCOTT #4 (MFF) DESIGNED BY: JWR
ADDRESS: PO BOX 759 CHECKED BY: JNT
ROSE HILL, NC DATE: 05/19/97
COUNTY: DUPLIN SHEET 2 OF 3
When areas of unsuitable material are encountered, they will be overexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be backfilled as specified to grade with a material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
Soil liner material shall come from an approved borrow area. The minimum moisture
content of the liner material shall be optimum moisture content which relates to that
moisture content when the soil is kneaded in the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to insure proper moisture
content during placement of the liner. The moisture content of the liner material shall not
be less than optimum moisture content during placement. The maximum moisture
content relates to the soil material being too wet for efficient use of hauling equipment and
proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and
compacted to at least 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) of the liner material. When smooth or hard, the previous lift shall be scarified
and moistened as needed before placement of the next lift.
The single most important factor affecting the overall compacted permeability of a clay
liner, other than the type of clay used for the liner, is the efficient construction processing
of the compacted liner. The sequence of equipment in an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment.
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10-5 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6cm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in —situ material will be conducted. .
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased.
To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28459 (9 ro) 289-2111

ADDRESS: PO BOX 759
ROSE HILL, NC
COUNTY: DUPLIN
CHECKED BY: JNT
DATE: 05/19/97
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant When these are
specified, additional construction specifications are included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation should
be established as soon as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain the lines are present in the
lagoon area The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When file drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction. _
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: SCOTT #4 (MFF) DESIGNED BY: JWR
ADDRESS: PO BOX 759 CHECKED BY: JNT
ROSE HILL, NC DATE: 05/19/97
COUNTY: DUPUN SHEET 1 OF 1 -
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 2.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
150 LBS. FESCUE GRASS AT 60 LBS./ACRE ,
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
75 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
150 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
20 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: 'APRIL 1 TO JULY 31
25 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1. TO MARCH 30
100 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
2500 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
5 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
250 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS 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
BAHIA GRASS IS ESTBLISHED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: SCOTT #4 (MFF) DESIGNED BY: JWR
ADDRESS: PO BOX 759 CHECKED BY: JNT
ROSE HILL, NC DATE: 05/19/97
COUNTY: DUPLIN SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year 124 hour storm for the location,
(5) and, if applicable, an additional °heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one—half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start—up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

ADDRESS: PO BOX 759 CHECKED BY: JNT
ROSE HILL, NC DATE: 05/19/97
COUNTY: DUPLIN SHEET 2 OF 2
3. Begin temporary storage pump —out of the lagoon when the fluid level reaches the
elevation 115.30 as marked by the staff gauge. Stop pump —out when the fluid level
reaches elevation 113.10. This temporary storage, less 25 year / 24 hour storm,
contains 268504 cubic feet or 2008407 gallons.
4. The recommended maximum amount to apply per irrigation -.is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights —of —way.
9. The Clean Water Act of 1977 prohibits the discharge.of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over —spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental'Management,
has the responsibility for enforcing this law.
Murphy Family Farms Engineering P. 0. Box 759, Rose Hill NC 28458 [phone]

ADDRESS: PO BOX 759
ROSE HILL, NC
MIZIMI►1
Emergency Action Plan
CHECKED BY:
DATE:
SHEET
.JNT
05/19/97
OF 2
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you -have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow —possible solutions are:
add soil to berm to temporarily increase elevation of dam —any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate '
stop all additional flow to the lagoon (waters) ---hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field —actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
flush system, houses, solids separators —actions include:
stop recycle (flushing system) pump
stop irrigation pump
make sure no siphon effect has been created
separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks —possible action*:
dig a small well or ditch to catch all seepage put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals -and
fill holes and compact with a clayey soil
_other holes may be likewise temporarily plugged with clay soil
Murphy Family Farms Engineerkg P.O. Box 759, Rose Hill NC 28458 [phone]

�w.•vrrL1\• VVVI I iiZ �Ir111/ LLVI\JI•LV Va• Yrr.a
ADDRESS: PO BOX 759 CHECKED BY: JNT
ROSE HILL, NC DATE: 05/19/97
COUNTY: DUPLIN SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2 Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
A. During normal business hours, call your DWQ regional office, at 910-395-3900
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been undertaken, and the seriousness of the situation.
B. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-296-2160.
C. Instruct EMS to contact local Health Department.
D. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance. The
Extension Service can be reached 910-296-2143 for advice/technical assistance.
E. Contact Murphy Family Farms Land and Nutrient Management Department at 910-
289-2111 for advice/technical assistance.
4. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVILLE, NC 28349
910— 296— 2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277, KENANSVILLE, NC 28349
910-- 296— 2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANSVILLE, NC 28349
910— 296— 2160
DIVISION OF WATER QUALITY
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405 — 3845
910— 395— 3900
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

3
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State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
November 13, 1996
Lois Murphy
Scott Farm
313 Elvin Carter Ln
Warsaw NC 28398
SUBJECT: Operator In Charge Designation
Facility: Scott Farm
Facility ID#: 31-5
Dupli.n County
Dear Ms. Murphy:
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study
Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1, 1997. The owner of each animal waste management system must submit a
designation form to the Technical Assistance and Certification Group which designates an
Operator in Charge and is countersigned by the certified operator. The enclosed form,must be
submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on -going basis in many counties throughout the state for
the past several months and will continue to be offered through December 31, 1996.
Thank you for your cooperation. If you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 91gn33-0026.
Sincerely,
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 27687, �y*C FAX [phone]
Raleigh, North Carolina 2761 1 7687 An Equal Opportunity/Affirmative Action Employer
Voice 919-715-4100 - - 50% recycled/10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources s
Division of Environmental Management
James B. Hunt, Jr., Governor ID � F1
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
March 23, 1994
Lois Murphy
Rt 1 Box 52B
Warsaw NC 28398
Dear Mr, Murphy:
This is to inform you that your completed registration form required by the recently
modified nondischarge rule has been received by the Division of Environmental Management
(DEM), Water Quality Section.
On December 10, 1992 the Environmental Management Commission adopted a water
quality rule which governs animal waste management systems. The goal of the rule is for animal
operations to be managed such that animal waste is not discharged to surface waters of the state_
The rule allows animal waste systems to be "deemed permitted" if certain minimum criteria are
met (15A NCAC 2H .0217). By submitting this registration you have met one of the criteria for
being deemed permitted.
We would like to remind you that existing feedlots which meet the size thresholds listed
in the rule, and any new or expanded feedlots constructed between February 1, 1993 and
December 31, 1993 must submit a signed certirigation form (copy enclosed) to DEM by
D4gtmber 31. 1997. New or expanded feedlots constructed after December 31, 1993 must
obtain signed certification beforr,.animals are stggk&d_on the farm. Certification of an
approved animal waste management plan can be obtained after the Soil and Water Conservation
Commission adopts rules later this year.
We appreciate you providing us with this information. If you have any question about
the new nondischarge rule, please contact David Harding at [phone].
enc:
Sincerely,
Steve Tedder, Chief
Water Quality Section
P.O. Box 29535, Rdeigh, North Carolina 27625-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer W% recycled/ 10% post -consumer paper

REGISTRATION FORM FOR ANIMAL FEEDLOT OPERATIONf43"
Department of Environment, Health and Natural Division of Environmental Management Rest rcesr�FC7993
Water Quality Section
If the animal waste management system for your feedlot y4eratzon`
is designed to serve more than or equal to 100 head of cattle_, 75,-,:
horses, 250 swine, 1,000 sheep,,or 30,000 birds that are served-..i
by a liquid waste system, then this form must be filled out and
mailed by December 31, 1993 pursuant to 15A NCAC 2H.0217 (c) in
order to be deemed permitted by DEM. Please print clearly.
Farm Name: Scott Farm
Route 1 Box 52B
Warsaw, NC 28398
Duplin County 919-293-7886(F)/293-4286(H)
Owner(s) Name: nL� ,
Manager(s) Name:
Lessee Name:
Farm Location (Be as specific as possible: road names,
direction, milepost, etc.)Take US 117 N towards Bowdens, follow US
Qa5-t W r sauO 4n j Carr117 N for about 3.0 miles past Warsaw to
— i 5 o L farm entrance on Rt . [ NOTE : Farm complex
located 1.0 mile off US 117] (TT=23 min.,
TD=18 miles)
Latitude/Longitude if known: QBSP # 15-143-15-03
Design capacity of animal waste management system Number and
type of confined animal (s) : _1 j�314j Fee-der--to-
Average animal population on the arm (Number and type of
animal (s) raised) : i 1 3N! e er -fio- -Vfn- .Sk
Year Production Began: 1-- 3 ASCS Tract No.: T 1711
Type of Waste Management System Used: - O-n Q e,rOh kC <Q!toon w ft\-%
Acres Available for Land Application of Waste: 10 7
Owner (s) signature (s) : Date: /-fL�
Date: /4�
(Kenneth Westbrook, serviceman)
3lS

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•SEK3ER: C•;mplete items 1 and 2 when addition( )vices are desired, and complete items
3 and:4. v �•
Put your address in the "RETURN TO" Space on the reverse side. Failure to do this will prevent this card
from being returned to you. The return recei t fee will rovide ou the name of the arson delivered to and
the date of deliver .For ad �uona ees t e o owing services are ava� a le. onsu t postmaster or ees
an check ax es or additional service(s) requested.
1. D Show to whom delivered, date, and addressee's address. 2. G Restricted Delivery
(Extra charge) (Extra charge)
y
'3. Article9Addressedrto - --`4W'Article NurriI56'
Mr, games Sauls, Jr. P-287-163-415 _
Rt . 1 , Box 52B Type of Service:
Warsaw, NC 28398 ❑ Registered ❑ Insured
® Certified ❑ COD
❑ Express Mail ❑ Return Receipt
for Merchandise
Always obtain signature of addressee
or agent and DATE DELIVERED.
5. i nature — Add see B. Addressee's Address (ONLY if
X requested and fee paid)
6 nature — Agent
X
7. Date of Delivery
L
PS Form 3811 , Apr. 19V U. .G.P.O. 1989-238-815 DOMESTIC RETURN RECEIPT

y.=SS i
0
t:y
State of North Qrolina
Department of Envi; orinitnt, Health, and Natur(-d
\k%illnin,Lton Rugirmal Office
Rt"Ources
0 Mr
James G. Martin, Governor B(A) Jamieson
William W. Cole, Jr., Secrc ary Regional 1,0anat;cr
April 18, 1991
DIVISION OF ENVIRONMENTAL MANAGEMENT
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. James Sauls, Jr.
Route 1 Box 52B
Warsaw, North Carolina 28398
Subject: Notice of Violation
Discharge of Animal wastes into
Classified Waters of the State
Scott Farms
Duplin County
Dear Mr. Sauls,
This is to advise you that you are in violation of North
Carolina General Statute 143-215.1 by discharging animal wastes
to classified waters of the State. This determination is based on
an investigation conducted on April 3, 1991, by members of the
Wilmington Regional Office. The investigations revealed that
swine waste from the Scott #1 lagoon was discharging through a
dike break-out at a flow approximately equal to the influent
rate. The unlawful discharge was to an unnamed tributary of Big
Branch Creek which is classified as " C Swamp " waters.
You have indicated in recent telephone conversations that
the dike has undergone repairs and the unlawful discharge has
been ceased.
This Office recommends actions to control dike erosion by
minimizing stormwater runoff flow into the sewage lagoons. In
addition, you should inform all employees that unpermitted
discharges of wastes from the operation will constitute a
violation of North Carolina General Statutes. Such violations may
result in the assessment of civil penalties of up to $10,000 per
day per violation.
7225 Wrightsvdic AvcnUC, WIIMM�rtnn, N(_ 29403-3096 • Tdcphane 919-25(r41(,1 0 Fax 919-?51r.857_2

Mr. James Sauls, Jr.
April 18, 1991
Page Two
--------------------
In addition, it is requested you contact Mr. Mike Sugg,
District Conservationist at 919/296-1958 or 919/296--1546 to
discuss any modifications that need to be made to insure that
future violations do not occur.
If you have any questions concerning this matter or require
assistance, please contact Mr. Jim Bushardt or me at (919)
395-3900.
Sincerely,
t n1plizi1 Signed By
k pREr�'F N H0k"1A14RN0. JR
A. Preston Howard,"Jr., P.E.
Regional Supervisor
APH:JBB:Murphy.Apr
cc: Murphy Farms
Tom Jones, Soil and Water
Mike Sugg, Soil & Water Conservation District Office
(Duplin Co.)
W�-i:�lsmrigton:�Reg�o,_. na,l�,Fi
Central Files