315002_HISTORICAL_20171231

NORTH CAROLINA
Department of Environmental Quai

HCDEHR
North Carolina Department of Erivironment and Natural Rescurces
Division or Water Quality
Beverly Eaves Perdue Coleer K Sullins Deg: -r-,. -rnar.
Governor Director Seer ;ran+
February 14, 2011
Marion Sykes
Mt. Olive Livestock
PO Box 601
Mt. Olive, NC 28365
Subject: Sludge Survey- Testing Dates
Certificate of Coverage No. AWS315002
Mt. Olive Livestock
Animal Waste Management System
Duplin County
Dear Marion Svkes:
The Division of Water Quality (Division) received your sludge survey information on January
21, 2011. With the survey results, you requested an extension of the sludge survey requirement
for the lagoon at the Mt. Olive Livestock facility. Due to the amount of treatment volume
available.. the Division agrees that a sludge survey is not needed until 2014 for your lagoon.
The next sludge survey for the lagoon at the Mt. Olive Livestock facility should be performed
before December 31, 2014. Thank you for your attention to this matter. Please call nie at (919)
715-6937 if you have any questions.
Sincerely, FED 1 6 2011
Miressa D. Garoma
Animal Feeding Operations Unit
cc: Wilmington Regional Office, Aquifer Protection Section
Permit File AWS315002
Bin a, v r 3rollC38 iafw
n a�� 91. - -- 1. - 9r'S
Oil: IN 01-th Cwx-)!�h I
47

INIKA
�
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
January 12, 2011 l
James M. Sykes `
PO Box 601
Mount Olive, NC 28365
Subject: Sludge Survey Extension Request
Certificate of Coverage No. AWS315002
Mt. Olive Livestock
Animal Waste Management System
Duplin County
Dear James Sykes:
The Division of Water Quality (Division) received your letter on December 29, 2010 by which
you requested sludge survey exemption for the lagoon at the Mt. Olive Livestock facility.
However, you did not include the required Sludge Survey results form with your request. Please
resubmit your request with the completed form. If you have any quesfion, please call me at
[phone].
Sincerely,
%Aqxkd
Miressa D. Garoma
Animal Feeding Operations Unit
cc: Wilmington Regional Office, Aquifer Protection Section f `>,
Permit File AWS315002�vE
JAN I 4 2011
1636 Mail Server a Center. Raleigh, North Carolina 27699-1636 One
Location: 2728 Cacnal Blvd -Raleigh, North Carolina 21604 NorthCarolina
Phone :[phone]�FAX. [phone]'% Customer Seance 1-877-623-6746 Naturally
Indamet — nmatemnaliry nm
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--- ------- --•-•
Groover:
Mt. Olive Lhcstock
co/lies To.
SwiTat
c/oMarion Sykes
PO Ilex 601
Mowil Olive, NC 28365
R art
l'B1711:
71111,"2009
SER1'I.K N.t,', K'SIDEN1'S FOR OVER 60 ITARS
Wayne County
rononlist Comments
c -- 12
Id Information
Applied Lime
Recommendations
Iple A10, Last Crop
,Ilo Yr T/A
Crop or Year Lhne
N F303 K20
At S
Cu Zu B
Alit See Note
1
Ist (rap; Beru� Il.Ey,'Pas,h1
.9'r
180-220 0 100.120
0 15.20
0 0
0 12
Ind t:rop: Berm l-lay!PAsAI
0
180.220 0 100-120
0 15.20
0 0
0 12
I Results
Class 101%,,
W/V CEC BS°v Ar pH P-f K-I Ca%
4%
Alit-1 Alit-N(I) Afn-A!(2) Zn-I
Zn-AI
Cu-I 5-I
SS -I NO3-N NI,).N Ara
MIN 0.36
1,27 6A no 1? l.z 151 50 58.0
20.0
93 65 65 113
113
47 19
0.1
_North Carolina Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
w Thank t'ou or usiu a rouomic seri4ces• to ivauu a nutrients alyd sae Tiffr(l eit),iro1iiiieJ[trtl f rtalit
f .�' R � .i`� k I J'.
_j - Steve Tro rler, Commissioner oj'A -!culture
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IRRIGATION EQUIPMENT
FIELD CALIBRATION
LOCATION:IK-1 z571.'✓e,I-;u6-<k1k1 pLone:7/
(DATE OF FIELD CALIBRATION:
FLOW METER SERIAL NUMBER:
REEL/GL'N/SPRINKLER MAKE AND MODEL: tlsn,
(see reverse for solid set system)
MEASURED RING SIZE (from irrigation design): I. inches
Is ring within .01" of expected manufacturer size?
If not, ring must be replaced.
PRESSURE READINGS AT PUMP: psi (optional)
AT REEL: psi (optional)
AT GUN:psi (required)
(FLOW RATE (GPM) EXPECTED: IZ6 apm
;(from manufacturers chart MEASURED: Epm
'and flow meter readout) VARIANCE: %
WETTED DIAMETER (ft) EXPECTED:
((see wettable acres determination MEASURED: ft�
for expected diameter) VARIANCE:
If wetted diameter is greater than 15% or flow rate variance is greater than 10%,
icontact a Certified Technical Specialist or irrigation specialist for assistance.
!And/or Explain findings:
(CALIBRATOR: P,-*;C/- still a
(print name) (signature)
Phone: `<16SaG-�6U1� Email 2�6r--Fwsfelhg,i�e�/
A,Tnn;T Ut< RSnI
COOPERATIVE
EXTENSION
— Mdly;., Nje N: K—I dk,. H. A
a-d L06TL92DIST 3AI1 3AI10 iwnow dgC:10 60 9T TIC

V
J\
1w
4
I
-NELSON 150 SERIES BIG GUN" 270 TP.A.i1;C;1'OJRY
14,
N(YULE
0 86 RING
0 97 RING
1. 8 Rm
1 : 8 R1EqG
1.26 RIN6
1.34 RING
Id I RING
PSI
GP,, I
DIA.
CF%A
DIA.
GPM
DIA.
G11`M
131A.
GPM
DIA.
GPM
DIA,
GPM
DIA.
50
10.1
245
130
265
165
285
! .205
300
255
310
300
315
350
150
do
Ito
260
143
280
182
300
25
775
335
330
350
385
365
70
120
270155
2
197
310
y 4. ';«
21`
35(1
355
365
415
330
81
128
280
165
3w
210
320
10
340
315
360
380
380
445
395
90
135
290
t75
3i(1
223
330
275
350
335
370
495
190
475
405
IOU
143
300
185
120
235
346
290
360
355
3811
425
400
500
415
110
150
3111
195
330
247
351E
305
370
370
390
445
410
521
425
In
157
315
204
335
2S8
360
320
380
385
400
445
420
545
435
NOZ-tLE
0.7 TAPER
0.8 TAPER
0.9 TAPLJk
1,0 TAPER
I I TAPER
l.2 TAPER
1.3 TAPED
PSI
GPM
DIA.
GPM
DIA,
GPM
DIA,.
GPM
DIA.
GPM
DIA►.
GPM
DIA,
GPM
DIA.
50
100
250
13D
270
165
290
205
310
255
330
.100
345
W]
360
64
It0
765
143
285
192
305
?.25
325
345
330
365
385
380
74
_
121
280
155
3Ur1
197
33.0
235
340
_275
293
360
I 3:13
380
415
395
86
1213
296
165
310
210
3350
355
31IS
375
380
395
445
410
9(t
135
100
175
320
223
W :i 11
_260
275
365
335
390
445
4'. 0
475 -
- ,125
100
143
310
.185
330
235
355
290
375
3 =,
400
425
420
5tlfl
440
Ito
150
320
195
140
247
365
305
385
370
410
445
430
52-5
44ZO
120
157
330
204
350
258
375
320
345
38.5
420
465
440
545
460
The dia!netdr of throw is approximtaly '-% less ftr :he 24° 1rgjatory anglo mul 5% kss fbrr dtc 2 V tr*ctory angle. fbe NELSON BIG i; INO
puforrumcc data has bmn ohtamed Lw&r ideal test aandihons and may be ad%vrsely affected by %hilt, poor hydraulic entrance rondiliom or other factors
Nelson Irrigation Corpowa woo makes no representation regarding droplet cond lien, unitormirr or applicaden rate.
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Appendix 1. Lagoon Sludge Survey Form Revised August 2008
A. Farm Permit or DWO Identification Number
B. Lagoon Identification
C. Person(s)Taking Measurements
D. Date of Measurement �6�U
E. Methods/Devices Used for Measurem
a. Distance om the lagoon liquid surface the top of the sludge layer.
b. Distance ti,Qm41�agoon liquid surface to the bottom (soil) of the lagoon.
C. Thickness of thedglayer if making a dired measurement with "core sampler".
F. Lagoon Surface Area (using dimensions at inside top of bank): (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac. %=acres x 6 = �with maximum of 24.
(Using sketch and dimensions. develop a uniform gnd that has the same number of intersections as the
estimated number of sampling pohns needed. Number the intersection points on the Lagoon grid so that data
recorded al each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump intake, take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet (last row), this must be at least 2.5 ft. when irrigating.
I. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole): 0.0 r
31
J. Determine the distance from the top of bank to the Maximum Liquid Level % . 7 0.0
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 0.0 y
�t
(use lagoon management plan or other lagoon records)
L Calculate the distance from the present liquid surface level to the Minimum Liquid Level
0.0
(Item K Minus Item 1, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
•'t
lagoon bottom (average for all the measurement points)
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
V l
'
of the sludge layer (average for all the measurement points):
r o.o
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer.
"P, 0.0
P. Calculate the thickness of the existing Liquid Treatment Zone (itemINminus item L):
r/
[. /0.0
O. If item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume_
If Item O is equal to or less than item" P, you do not have
have to determine volumes.
�^7
Completed by: Pr�f: G/c_ /`7.1��L?%// +!,� ,�-7- Date:
/ lC l
Print Name /Signature
b d 1-06IL920161 3AI1 3AI10 iwnoW
d9E=T0 60 91 Inr

Appendix 2- Sludge Survey Data Sheet' Revised August 2008
Lagoon Identification
27�-
Completed by: �ii� �:C- C`'�r���� s Date:
Print Name Signature
(A)
(B)
(C)
(e)-(B)
Grid Point
Distance from liquid surface
Distance from liquid surface
Thickness of sludge layer
No.
to top of stud a
to lagoon bottom (soil)
Ft. & in.
Ft (tenths)
Ft. & in.
Ft (tenths)
Ft & in.
Ft (tenths)
2
r
a.a
�. ,�
0.0
0-0
3
15 •�
0.0
/
0.0
i,31
0.0
4
5
0.0
0.0
0.0
0-0
,1-�.i/
0.0
0-0
6F
`l
0-0
`
�.�
0.0
d- g
0-0
7
9.7
0-0
y ?
0.0
i. `
0.0
8
��
0-0
�5-'
0.0
'
0.0
9
0.0
0.0
0.0
10
11
•�
7.0
0.0i
0.0
��f •
0.0
0.0
�`�
0.0
0.0
13
4. 3
0-0
0-0
`>/
0.0
14
0.0
0.0
0.0
15
0.0
0.0
0.0
16
0.0
0.0
0.0
17
0-0
0.0
0-D
18
0.0
0.0
0.0
19
0-0
0-0
0.0
20
0.0
0.0
0-0
21
0.0
0.0
0.0
22
0.0
0.0
0-0
23
0-0
0.0
0-0
24
1
0.0
0.0
0-0
Number of points with readings
X X
X X
Average of
X s]� !,(f X
// 6
#DIVfOI
X X
#DIV/Oi
X f, �� X
#DIV/Of
points
At pump
-47
0.0
X X X X X X
intake
`All Grid Points and corresponding sludge layer thicknesses must be shown on a sketch attached to this
Sludge Survey Data Sheet.
S'd 406IL92016T 3AI-1 3AI10 1l naw 019E=I0 60 91 Inr

Jul 16 09 01:36p MOUNT OLIVE LIVE
19102671907
y
J 7411f�l �/`9F . l d ', ;?7
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p�0 WA i'Q.
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D liiii� 'r
Marion Sykes
Mt. Olive Livestock
PO Box 601
Mt. Olive NC 28365
Dear Marion Sykes:
.4
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina, Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
May 1, 2003
Subject: Certificate of Coverage No. AWS315002
Mt. Olive Livestock
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
On April 28, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs the
Division of Water (duality (Division) to extend the expiration date of the Swine Waste Operation General
Permit AWG100000. Therefore, the General Permit has been re -issued by the Division to extend the
expiration date to October 1, 2004. During the period of this extension the Division will be working with
all interested parties on the development of a new version of the Non -Discharge General Permit.
In accordance with your application received on January 27, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Marion
Sykes, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS315002 which expired on April 30, 2003,
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Mt. Olive Livestock, located in Duplin County, with an animal capacity of no
greater than an annual average of I I08 Feeder to Finish swine and the application to land as specified in
the facility's Certified Animal Waste Management Plan (CAWMP). 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 October 1, 2004. 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.
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.
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 federaI), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
NCDENR
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27599-1617
Customer Service Center
An Equal Opportunity Action Employer
Internet httpJ/h2o.enr.state-nc.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycied/10% post -consumer paper

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 NRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon or any wetted area of a spray field.
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 namelownership 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
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Michelle Barnett at [phone] ext. 544.
Sincerely,
v
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Wilmington Regional Office, Water Quality Section
Duplin County Health Department
Duplin County Soil and Water Conservation District
Permit File AWS315002
NDPU Files

Nutrient Management Plan For Animal Waste Utilization
06-13-2002
This plan has been prepared for:
Mi. Olive Livestock
Marion Sykes
PO Box 601
Mt. Olive, NC 28365
919-658-6601
This plan has been developed by:
Billy W Houston
Duplin Soil & Water
PO Box 219
Kenansville, NC 28349
910-296-2120
01
aa 1��
DevelcVer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenanc
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included
with this plan.
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Con nission.
Plan Approved By:
Technic Specialist Signature Date
-------------------------------------------------------------------------
472625 Database Version 2.0 Date Printed: 06-13-2002 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial'Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 1,027,116 gals/year by
a 1,108 animal Swine Finishing Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
2367
Incorporated
4065
Injected
4477
Irrigated
2573
Actual PAN
Applied (Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
2,647
1,056,607
-29,491
-- -------- ----------------- means source
472625 In source ID, S means standard source, U means user defined source.
472625 Database Version 2.0 Date Printed: 06-13-2002 Source Page 1 of 1

Narrative
** The 1108 feed/finish swine is used to reflect the average daily live weight for animals on site(
approximately 150,000 lbs total live weight).
THIS WUP IS WRITTEN BASED ON A WETTED ACRES FOOTPRINT COMPLETED BY STAR
MAREADY WITH THE AG EXTENSION OFFICE.
--------------------------------------------- ----------- -
472625 Database Version 2.0 Date Printed: 06-13-2002 Narrative Page i of 1

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the
number of acres of cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to
be grown, their nutrient requirements, and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being
supplied by manure or other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and
liquid waste that will be applied on each field in order to supply the indicated quantity of nitrogen from each source is also included. A
balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for the
utilization of the manure generated by the operation.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal
waste is being utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being
applied. Soil tests should be used to balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient
management plans may require that the application of animal waste be limited so as to prevent over application of phosphorous when
excessive levels of this nutrient are detected in a field.
Wactr TTtili­t;n T.I-J.
V, _ t
.
'
Tract
Field
Source
I.D.
Soil Series
Total
Aere
Use.
Acres
Crop
RYE
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
FerL
Nutrient
Applied
Res.
Qbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
Ibs/A
1000
al/
tons
1000 eals
tons
722651
1
S7
Lynchburg
9.1
8.1
Small Grain Overseed
1.0
Tons
10/1-3/31
50
0
0
Irrig.
50
19.96
0
162.56
0.00
72265
1
Sj
Lynchburg
8.1
8.1
Hybrid Bermudagrass
Hay
5.5
Tons
3/1-9/30
•275
0
0
Inig.
275
109.78
0
894.05
0.00
Tnt,l
Applied 1000
­H...
105661
0.00
Total Produced tons
000
Balance tons
0.00
Notes. 1. In the tract column, symbol - means leased, otherwise, owned. 2 Symbol • means user entered data.
472625 Database Version 2.0 Date Printed: 6/13/02 WUT Page

The Irrigation Application Factors for each field in this plan are shown in the following
table. Infiltration -rate varies with soils. If applying waste nutrients through an irrigation
system, you must apply at a rate that will not result in runoff- This table provides the
maximum application rate per hour that may be applied to each field selected to receive
wastewater. It also lists the maximum application amount that each field may receive in
any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches)hour)
Application Amount
(inches)
72265
1
Lynchburg
0.50
0.96
-------------------------------------------------------------------------
472625 Database Version 2.0 Date Printed: 06-13-2002 1AF Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of
acres needed for sludge utilization for the indicated accumulation period. These estimates are
based on average nitrogen concentrations for each source, the -number of animals in the facility and
the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of
the effluent. At clean out, this material must be utilized for crop production and applied at
agronomic rates. In most cases, the priority nutrient is nitrogen but other nutrients including
phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high
application of sludge must be carefully applied
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray
fields should not be used for sludge application. If this is not possible, care should be taken not to
load effluent application fields with high amounts of copper and zinc so that additional effluent
cannot be applied. On sites vulnerable to surface water moving to streams and lakes, phosphorous
is a concern Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
Ib/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 hu
11.1
SU
13.16
13.89
27.78
41.67
Hay 6 ton R.Y.E.
3oU
26.32
6.95
13.99
20.84
Soyhean 40 W
160
14.04
13.02
26.04
39.07
472625 Database Version 2.0 Date Printed: 06-13-2002 Sludge Page 1 of I

The Available Waste Storage Capacity table provides an estimate of the number of days of
storage capacity available at the end of each month of the plan. Available storage
capacity is calculated as the design storage capacity in days minus the number of days of
net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage
voltiime in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to.
the design storage capacity of the facility. If the available storage capacity is greater than
the design storage capacity, this indicates that the plan calls for the application of
nutrients that have not yet accumulated. If available storage capacity is negative, the
estimated volume of accumulated waste exceeds the design storage volume of the
structure. Either of these situations indicates that the planned application interval in the
waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Canacitv
Source Name
I Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
10/1
180
Plan Year
Month
Available Storage Capacity (Days)
I
1
97
1
2
78
1
3
IN
1
4
115
1
5
128
1
6
142
1
7
155
1
8
168
9
190
1
10
159
1
11
1 137
1
12
1 118
* Avaik)ble Storage Capacity is calculated as of the end of each month_
--------------------------------------------------------------------------
472625 Database Version 2.0 Date Printed: 06-13-2002 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff,
drift, manmade conveyances, direct application, or direct discharge
during operation or land application. Any discharge of waste that
reaches surface water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land
to properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure
an update of the Nutrient Management Plan when there is a change
in the operation, increase in the number of animals, method of
application, receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen
needs for realistic crop yields based upon soil type, available
moisture, historical data, climatic conditions, and level of
management, unless there are regulations that restrict the rate of
applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per
acre per year. Waste may be applied to land eroding at more than 5
tons per acre per year but less than 10 tons per acre per year provided
grass filter strips are installed where runoff leaves the field (see
USDA, NRCS Field Office Technical Guide Standard 393 - Filter
Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drif
from the land application field.
------------------------------------------------ ----- ---
472625 Database Version 2.0 Date Printed: 06-13-2002 Specification Page 1 of 4

6. When animal waste is to be applied on acres subject to flooding,
waste will be soil incorporated on conventionally tilled cropland.
When waste is applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur
during a season prone to flooding (see "Weather and Climate in
North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to surface
waters and in a method which does not cause drift from the site
during application. No ponding should occur in order to control odor
and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a depth that would
inhibit growth. The potential for salt damage from animal waste
should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching.
Waste/nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to
planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area onto
which waste is applied from a lagoon that is a component of a swine
farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited
on or after October 1, 1995, shall not be applied closer that 25 feet to
perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings
other than those owned by the landowner.
472625 Database Version 2.0 Date Printed: 06-13-2002 specification Page 2 of 4

14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
the fields have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on grassed
waterways that discharge directly into water courses, and on other
grassed waterways, waste shall be applied at agronomic rates in a
manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers,
toilets, sinks, etc., shall not be discharged into the animal waste
management system.
17. A protective cover of appropriate vegetation will be established on
all disturbed areas (lagoon embankments, berms, pipe runs, etc.).
Areas shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc., are
limited to areas where considered appropriate. Lagoon areas should
be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated,
the owner is responsible for obtaining and implementing a "closure
plan" which will eliminate the possibility of an illegal discharge,
pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be
inspected on a regular basis to prevent breakdowns, leaks, and spills.
A regular maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and
other crops for direct human consumption. However, if animal
waste is used on crops for direct human consumption, it should only
be applied pre -plant with no further applications of animal waste
during the crop season.
-------------------------------------------------------------------------
472625 Database Version 2.0 Date Printed: 06-13-2002 Specification Page 3 of 4

21. Highly visible markers shall be installed to mark the top and bottom
elevations -of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid
level between the markers. A marker will be required to mark the
maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be
tested at least annually at crop sites where waste products are
applied. Nitrogen shall be the rate -determining nutrient, unless other
restrictions require waste to be applied based on other nutrients,
resulting in a Iower application rate than a nitrogen based rate. Zinc
and copper levels in the soils shall be monitored and alternative crop
sites shall be used when these metals approach excessive levels. pH
shall be adjusted and maintained for optimum crop production. Soil
and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a
minimum of three years. Waste application records for all other
waste shall be maintained for a minimum of five years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
--- --------------------------------------------------- - - -
472625 Database Version 2.0 Date Printed: 06-13-2002 specification Page 4 of 4

Crop Notes
The following crop note applies to field(s): 1
Bermudagrass Coastal Plain, Mineral Soiljoorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced P to LY in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 Ib/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25 % for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
The following crop note applies to field(s): 1
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. Seethe seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate
by at least 10°% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1 /2
bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 Ibs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February -March.
-------------------------------------------------------------------
472625 Database Version 2.0 Date Printed: 06-13-2002 Crop Note Page I of I

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F WATF
�O ly - -i Michael F. Easley, Governor
II
�O G ��-' i� ti '! � William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
l_
Alan W. Klimek, P.E., Director
Division of Water Quality
July 17, 2002
Marion Sykes
Mt. Olive Livestock
PO Box 601
Mt. Olive NC 28365
Subject: Certificate of Coverage No. AWS315002
Mt. Olive Livestock
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear Marion Sykes:
We are forwarding this Certificate of Coverage (COC) issued to Marion Sykes, 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 Mt. Olive Livestock,
located in Duplin County, with an animal capacity of no greater than 1108 Feeder to Finish and the
application to land as specified in the Certified Animal Waste Management Plan (CAWMP).
This COC is being issued to acknowledge that groundwater monitoring required in a previously
issued COC is no longer necessary for this facility at this time.
The COC shall be effective from the date of issuance until April 30, 2003, and shall hereby void COC
No. AWS315002 dated May 3, 2002. 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.
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Internet http1/h2o.enr.state.nc.us/ndpu Aft
Telephone [phone] Fax [phone]
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50 % recycled/10 % post -consumer paper

Groundwater Requirements
Mt. Olive Livestock
Duplin County
Permit Number AWS315002
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 Sue Homewood at [phone] ext. 502.
Sincere] ,
AAlan W. Klimek, P.E.
cc. (Certificate of Coverage only for all cc's)
Duplin County Health Department
Groundwater Section, Central Office
Duplin County Soil and Water Conservation District
Water Quality Central Files
NDPU Files

1• ,
l
Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Mt. Olive Livestock
Marton Sykes
PO Box 601
Mt. Olive, NC 28365
919-658-6601
06-13-2002
This plan has been developed by:
Billy WHouston
Duplin Soil & Water
PO Box 219
Kenans-ville, NC 28349
910-296-2120
Develdl5er Signature
Type of Plan: Nitrogen Only with Manure Only
RECD MAR 2 4 2009
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenanc
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included
with this plan.
6-�7-�Z_
Signature (owner) Date
/ Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technics Specialist Signature Date
------_------------- --------------------------
472625 Database Version 2.0 Date Printed: 06-13-2002 Cover Page 1
RECEIVED/DENRIDWU
Aquifer Protection SPrtion
i. 1 _2C9

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 1,027,116 gals/year by
a 1,108 animal Swine Finishing Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
2367
Incorporated
4065
Injected
4477
Irrigated
2573
Actual PAN
Applied (Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
2,647
1,056,607
-29,491
--------------------------------------------------------------------------
Note_ In source ID, S means standard source, U means user defined source.
472625 Database Version 2.0 Date Printed- 06-13-2002 Source Page 1 of I

Narrative
**The 1108 feed/finish swine is used to reflect the average daily live weight for animals on site(
approximately 150,000 lbs total live weight).
THIS WUP IS WRITTEN BASED ON A WETTED ACRES FOOTPRINT COMPLETED BY STAR
MAREADY WITH THE AG EXTENSION OFFICE.
-------------------------------------------------------------------------
472625 Database Version 2.0 Date Printed: 06-13-2002 Narrative Page 1 of 1

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the
number of acres of cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields ofthe crops to
be grown, their nutrient requirements, and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being
supplied by manure or other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and
liquid waste that will be applied on each field in order to supply the indicated quantity of nitrogen from each source is also included. A
balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for the
utilization of the manure generated by the operation.
Depending on the requirements of the crop and the nutrient content of the waste, sonic nutrients will likely be over or under applied if animal
waste is being utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being
applied. Soil tests should be used to balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient
management plans may require that the application of animal waste be limited so as to prevent over application of phosphorous when
excessive levels of this nutrient are detected in a field.
Waste Utilization Table
Vear 1
Tract
Field
Source
i D
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
RYE
I Unit
Apphc.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert_
Nutrient
Applied
Res
(lbsIA)
Applic.
I Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
Ibs/A
1000
Eal/A
tons
1000 als
tons
72265
1
S7
Lynchburg
91
8.1
Small Grain Overseed
1 0
Tons
10/1-3/31
50
0
0
brig
50
1996
0
162.56
0.00
72265
1
S7
Lynchburg
8 1
8 1
Hybrid Sermudagrass
Hay
5 5
Tons
3/1-9130
*275
0
0
brig-
275
109.78
0
894.05
0.00
0
Total Produced- 1000 a
0
Manure Solitiq
Total Applied- loi]%
0,00
Balance, tons
0001
Notes I fn the tract column, symbol — means leased, otherwise, owned. 2. Symbol • means riser entered data.
- 472625 Database Version 2.0 Date Printed: 6/13/02 WUT Page I

The Irrigation Application Factors for each field in this plan are shown in the following
table. Infiltration rate varies with soils. If applying waste nutrients through an irrigation
system, you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive
wastewater. It also lists the maximum application amount that each field may receive in
any one application event.
Irrigation Aanlication Factors
Tract
Field
Soil Series
Application Rate
(inchm/hour)
Application Amount
(inches)
72265
11
1 Lynchburg
10.50
0
----------------------------------------------------------__-___-______-_
472625 Database Version 2.0 Date Printed: 06-13-2002 IAF Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of
acres needed for sludge utilization for the indicated accumulation period. These estimates are
based on average nitrogen concentrations for each source, the number of animals in the facility and
the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of
the effluent. At clean out, this material must be utilized for crop production and applied at
agronomic rates. In most cases, the priority nutrient is nitrogen but other nutrients including
phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray
fields should not be used for sludge application. If this is not possible, care should be taken not to
load effluent application fields with high amounts of copper and zinc so that additional effluent
cannot be applied. On sites vulnerable to surface water moving to streams and lakes, phosphorous
is a concern Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 ga.1/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Cony 12U bu
150
13.16
13.89
27.79
41.67
H;iy 6 ton R Y.E.
300
26.32
6-95
13.89
20 94
Soybean 40 hu
160
14.04
13.02
26.04
39.07
-- - --- ---- - - - - -- -----------------------------------------------
472625 Database Version 2.0 Date Printed: 06-13-2002 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of
storage capacity available at the end of each month of the plan Available storage
capacity is calculated as the design storage capacity in days minus the number of days of
net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage
volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to
the design storage capacity of the facility. If the available storage capacity is greater than
the design storage capacity, this indicates that the plan calls for the application of
nutrients that have not yet accumulated. If available storage capacity is negative, the
estimated volume of accumulated waste exceeds the design storage volume of the
structure. Either of these situations indicates that the planned application interval in the
waste utilization plan is inconsistent with the structure's temporary storage capacity.
4vailnhla wnctn Ctnrnna
Source Name
I Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity ays
Start Date
10/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
I
97
1
2
78
I
3
101
1
4
115
1
5
128
1
6
142
1
7
155
1
8
168
1
9
180
1
10
158
1
ll
137
1
12
118
* Available Storage Capacity is calculated as of the end of each month.
--------------------------------------------------------------------------
472625 Database Version 2.0 Date Printed: 06-13-2002 Capacity Page 1 of I

Required Specifications For Animal Waste Management
1, Animal waste shall not reach surface waters of the state by runoff,
drift, manmade conveyances, direct application, or direct discharge
during operation or land application. Any discharge of waste that
reaches surface water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land
to properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure
an update of the Nutrient Management Plan when there is a change
in the operation, increase in the number of animals, method of
application, receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed., the nitrogen
needs for realistic crop yields based upon soil type, available
moisture, historical data, climatic conditions, and level of
management, unless there are regulations that restrict the rate of
applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per
acre per year. Waste may be applied to land eroding at more than 5
tons per acre per year but less than 10 tons per acre per year provided
grass filter strips are installed where runoff leaves the field (see
USDA, NRCS Field Office Technical Guide Standard 393 - Filter
Strips).
Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drif
from the land. application field.
--------------------------------------------------------------------------
47202-5 Database Version 2.0 Date Printed: 06-13-2002. Specification Page 1 of 4

6. When animal waste is to be applied on acres subject to flooding,
waste will be soil incorporated on conventionally tilled cropland.
When waste is applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur
during a season prone to flooding (see "Weather and Climate in
North Carolina" for guidance).
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.
g. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered .with waste to a depth that would
inhibit growth. The potential for salt damage from animal waste
should also be considered.
io. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching.
Waste/nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to
planting of the crop or forages breaking dormancy.
11. any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area onto
which waste is applied from a lagoon that is a component of a swine
farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited
on or after October 1, 1995, shall not be applied closer that 25 feet to
perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings
other than those owned by the landowner.
--------------------------------------------------------------------------
47262] Database Version 2.0 Date Printed: 06-13-2002 Specification Page 2 of 4

14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
the fields have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on grassed
waterways that discharge directly into water courses, and on other
grassed waterways, waste shall be applied at agronomic rates in a
manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers,
toilets, sinks, etc., shall not be discharged into the animal waste
management system.
17. A protective cover of appropriate vegetation will be established on
all disturbed areas (lagoon embankments, berms, pipe runs, etc.).
Areas shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc., are
limited to areas where considered appropriate. Lagoon areas should
be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion, leakage, or discharge.
18. if animal production at the facility is to be suspended or terminated,
the owner is responsible for obtaining and implementing a "closure
plan" which will eliminate the possibility of an illegal discharge,
pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be
inspected on a regular basis to prevent breakdowns, leaks, and spills.
A regular maintenance checklist should be kept on site.
2o. 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.
--------------------------------------------------------------------------
472625 Database Version 2.0 Date Printed: 06-13-2002 Specification Page 3 of 4

_*4 .
21. Highly visible markers shall be installed to mark the top and bottom
elevations -of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid
level between the markers. A marker will be required to mark the
maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be
tested at least annually at crop sites where waste products are
applied. Nitrogen shall be the rate -determining nutrient, unless other
restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc
and copper levels in the soils shall be monitored and alternative crop
sites shall be used when these metals approach excessive levels. pH
shall be adjusted and maintained for optimum crop production. Soil
and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a
minimum of three years. Waste application records for all other
waste shall be maintained for a minimum of five years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
--------------------------------------------------------------------------
472625 Database Version 2.0 Dale Printed: 06-13-2002 specification Page 4 of 4

K.b A ..
Crop Notes
The following crop note applies to field(s). 1
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar 31. Cover sprigs 1"to 3"
deep (1.5" optimal), Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced P to l 5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lire, phosphorus, potassium
and nucronutnents to apply preplant and for annual maintenance. Apply 60 to I00 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25%, for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
The following crop note applies to field(s): 1
Small Grain: CP, Mineral Soil, low -leachable
In the: Coastal Plaul, oats and barley should be planted from October 15-October 30; and rye from October
l5-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate
by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1 /2
bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 Ibs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February -March.
---------------------------------------------------- --- --g-
472625 Database Version 2 0 Date Printed: 06-13-2002 CropNote Page 1 of 1

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F VJArF
�QQ Michael F. Easley, Govemor
William G. Ross Jr., Secretary
co 7
North Carolina Department of Environment and Natural Resources
p r Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
May 3, 2002
Marion Sykes
Mt. Olive Livestock
PO Box 601
Mt. Olive NC 28365
Subject: Certificate of Coverage No. AWS315002
Mt. Olive Livestock
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear Marion Sykes:
In accordance with your application received on September 14, 2001, we are forwarding this Certificate
of Coverage (COC) issued to Marion Sykes, 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 Mt. Olive Livestock, located in Duplin County, with an
animal capacity of no greater than 1108 Feeder to Finish and the application to land as specified in the
Certified Animal Waste Management Plan (CAWMP).
Please pay particular attention to the attached groundwater monitoring requirements that are
hereby incorporated into the permit for this facility.
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.
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Internet http:#h2o.enr.state.nc.uslndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled110% post -consumer paper
DENR Customer Service Center
An Equal Opportunity Action Employer

Groundwater Requirements
Mt. Olive Livestock
Duplin County
Permit Number AWS315002
This COC is not automatically transferable_ A name/ownership change,gpplication 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 Sue Homewood at [phone] ext. 502.
Since
.,&
Gregory J. Thorpe, Ph.D.
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilmington Regional Office, Water Quality Section
Groundwater Section, Central Office
Duplin County Soil and Water Conservation District
Water Quality Central Files
NDPU Files

Groundwater Requirements
Mt. Olive Livestock
DupIin County
Permit Number AWS315002
I. Within 90 days of permit issuance, three monitor wells shall be installed to monitor groundwater
quality. The well(s) shall be constructed such that the water level in the well is never above or
below the screened (open) portion of the well at any time during the year. The general location and
name for each well is marked on Figure 2. Each monitoring well shall -be located at the review
boundary, constructed in accordance with this permit, and approved by the Wilmington Regional
Office.
2. The well must be constructed by either a North Carolina Certified Well Contractor, the property
owner, or the property lessee according to General Statutes 87-94.4(b)(2). The property owner or
lessee must physically perform the actual well construction activities and the wells must meet the
North Carolina Well Construction Standards (I5A NCAC 2C .0100).
3. Monitor well(s) MW-1, MW-2, and MW-3 shall be sampled every March, July, and November for
the parameters listed below. The depth to water in each well shall be measured from the surveyed
point on the top of the casing. The measuring points (top of well casing) of all monitoring wells shall
be surveyed relative to a common datum. The water level shall be measured and recorded prior to
purging the wells. The pH shall be measured and recorded prior to sampling for the remaining
parameters:
Nitrate (NO3-N) Total Ammonia Nitrogen (NH3-N)
Chloride Total Dissolved Solids (TDS)
Fecal Coliform pH (field)
Potassium Water Level
Sodium
4. Monitor well(s) MW-1. MW-2. and MW-3 shall be sampled initially after construction to establish
background concentrations, and upon permit renewal, for the parameters in 3. above and the
additional parameters that follow. Any of the following parameters that exceed 15A NCAC 2L
groundwater quality standard limits upon initial or renewal sampling must be added to the list in 3.
for routine monitoring:
Copper
Zinc
Total Phosphorous
5. If concentrations for any single parameter, or any combination of parameters, listed in or added to
2a. exceed 15A NCAC 2L groundwater quality standards in any single monitor well, or any
combination of monitor wells, for three consecutive monitoring periods, then monitor well(s) MWA,
MW-2, and MW-3 shall be sampled thereafter every March, July, and November for the group of
parameters listed in 3 and 4 above.
6. The measurement of water levels must be made prior to sampling for the remaining parameters. The
depth to water in each well shall be measured from the surveyed point on the top of the casing.
The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the
relative elevation of the measuring point for each monitoring well.

Groundwater Requirements
Mt. Olive Livestock
Duplin County
Permit Number AWS315002
7. The results of the sampling and analysis must be received on Form GW-59 (Groundwater Quality
Monitoring: Compliance Report Form) by the Groundwater Section, Permits and Compliance Unit,
1636 Mail Service Center Raleigh, N.C. 27699-1636 on or before the last working day of the month
following the sampling month. The data of all groundwater sampling analyses required by the
permit conditions must be reported using the most recent GW-59 Form, along with attached copies
of the laboratory analyses. The updated forms can be downloaded using the following internet web
site: hU:Hgw.ehnr.state.nc.us/.
8. Any laboratory selected to analyze parameters must be Division of Water Quality (DWQ) certified
to run any method.
9. For the initial sampling of the well as specified elsewhere in the permit, the permittee shall submit a
copy of the GW-1 Form (Well Completion Form) with the Compliance Monitoring Form (GW-59)
for that well. Compliance Monitoring Forms that do not include copies of the GW-1 form will be
returned to the permittee without being processed. Failure to submit these forms as required by this
permit may result in the initiation of enforcement activities pursuant to NC General Statutes 143-
215.6.
10. All wells that are constructed for purposes of groundwater monitoring shall be constructed in
accordance with 15A NCAC 2C .0108 (Standards of Construction for Wells Other than Water
Supply) and any other state and local laws and regulations pertaining to well construction.
11. The Wilmington Regional Office, telephone number [phone], shall be notified at least forty-
eight (48) hours prior to the construction of any monitoring well so that an inspection can be made of
the monitoring well location. Such notification to the regional groundwater supervisor shall be made
during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding
state holidays.
12. Within sixty (60) days of completion of all monitoring wells, the permittee shall submit two original
copies of a scaled topographic map (scale no greater than 1":100) signed and sealed by a
professional engineer or a state licensed land surveyor that indicates all of the following information:
(a) the location and identity of each monitoring well,
(b) the location of the waste disposal system,
(c) the location of all property boundaries,
(d) the latitude and longitude of the established horizontal control monument,
(e) the relative elevation of the top of the well casing (which shall be known as the "measuring
point"), and
(f) the depth of water below the measuring point at the time the measuring point is established.

Groundwater Requirements
Mt. Olive Livestock
Duplin County
Permit Number AWS315002
The survey shall be conducted using approved practices outlined in North Carolina General Statutes
Chapter 89C and the North Carolina Administrative Code Title 21, Chapter 56. The surveyor shall
establish a horizontal control monument on the property of the waste disposal system and determine
the latitude and longitude of this horizontal control monument to -a horizontal positional accuracy of
+/- 10 feet. All other features listed in a. through e. above shall be -surveyed relative to this
horizontal control monument. The positional accuracy of features listed in a. through e. above shall
have a ratio of precision not to exceed an error of closure of 1 foot per 10,000 feet of perimeter of
the survey. Any features located by the radial method will be located from a minimum of two
points. Horizontal control monument shall be installed in such a manner and made of such materials
that the monument will not be destroyed due to activities that may take place on the property. The
map shall also be surveyed using the North American Datum of 1983 coordinate system and shall
indicate the datum on the map. All bearings or azimuths shall be based on either the true or NAD 83
grid meridian. If a Global Positioning System (GPS) is used to determine the latitude and longitude
of the horizontal control monument, a GPS receiver that has the capability to perform differential
GPS shall be used and all data collected by the GPS receiver will be differentially corrected.
The maps and any supporting documentation shall be sent to the Permits and Compliance Unit,
Groundwater Section, 1636 Mail Service Center, Raleigh, NC, 27699-1636.
13. Within 30 days of completion of all well construction activities, a certification must be received
from a professional engineer or Iicensed geologist certifying that the monitoring wells are located
and constructed in accordance with the Well Construction Standards (15A NCAC 2C) and this
permit. This certification should be submitted with copies of the Well Completion Form (GW-1) for
each well. Mail this certification and the associated GW-1 forms to the Permits and Compliance
Unit, Groundwater Section, 1636 Mail Service Center, Raleigh, NC, 27699-1636.
14. Any additional groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
15. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A NCAC
2L, Groundwater Classifications and Standards. The Compliance Boundary is for the disposal
system constructed after December 31, 1983 is established at either (1) 250 feet from the waste
disposal area, or (2) 50 feet within the property boundary, whichever is closest to the waste disposal
area. An exceedance of Groundwater Quality Standards at or beyond the Compliance Boundary is
subject to immediate remediation action in addition to the penalty provisions applicable under
General Statute 143-215.6A(a)(1).
In accordance with 15A NCAC 2L, a REVIEW BOUNDARY is established around the disposal
systems midway between the Compliance Boundary and the perimeter of the waste disposal area.
Any exceedance of standards at the Review Boundary shall require remediation action on the part of
the permittee.

c i Dav, d 6, eC %d 'L P/ %0 GROUNDV,'AT EF, S_C71OlV GVV h% :
MAR —'
2 ZOO ( DIVISION OF ENVIRONMENTAL MANAGEMENT Lr� O9C 1 rz3.0
0
RECORD OF WASTE DISPOSAL PERMIT APPLICATION REVIEW
REVIEW BY aa+
FACILITYNAME %"'i=•
LOCATION ti
TYPE OF DISPOSAL SYS'
—h 101? A
(LAGOON, EC.)
DATE -3 I2 `� FIELD INVESTIGATION? (Y/N) A
_T.,,_ rnnNry 0­4" -
CAP. (GPD)
--a s
SIZE OF IMPOUNDMENT (FT - SO.) 6 �• 017r1 WOR SIZF OF APPLICATION AREA 3 2 C
WASTE SOURCE: MUN. SLUDGE MUN. W. WATER: _ PRIMARY _ SECONDARY _TERTIARY
IND.SLUDGE IND. WASTE WATER OTHERS: sj. ',e !A✓as7e.
DISTANCE FROM WASTE SOURCE TO NEAREST: STREAM 'FT., 'F ., WELL 71' FT.
FOR WELL• TYPE OF USEyhsife SNAniv DEPTHyoC9 : PUMP RATE (EST.)
WHAT DESIGN CONDITIONS WI REASE CHANCE OF GW CONTAMINATION: A A,-wnS ure
WHAT NATURIAL SITE CONDITIONS WI1LL REDUC==GEIE* e�►H//ONCE OFF GW CONTAMINATION: /he -'A .'r / 'I
1Mrnrd' Te/d dd1..— Jn ✓cc�..,��viH`t'r' -1l��P -rrGg
DEFTH TO: BEDRO Ir O ne>7- Fi., SEASONAL HIGH W.T. i 4 FT., ANNUAL W.T. FLUX FT.
u r cP
Guess "4
SURFICIALAQUIFER bawd , BEDROCK/ARTESIAN AQUIFER �
GEN.LIIHOLOGY
N ❑ MEASURED 2 S ❑ MEASURED !�
HYD. COND. 3 I FI JDAY �tSTIMATED FTC •DAY [a! 'fSTIMATED
THICKNESS
NO. OF MONITER WELLS: PROPOSED: UP I DOWN Z ; EXISTING: UP DOWN
FROM WORKSHEE i s SITE NUMERICAL DESCRIFTION= Lf
6 %D ;? J F
T 1 2 3 4 0 "oA EB
Sii= GRADE (HYDROG-OL)SITU;;TIO/hN�GRAD=-=©
PROPOSED SAMPLING SCHEDULE & PARAME-iER(S): I r laH nHn // T. p S WL s , % P-5,rr%T
Nn- Pdd, . NH.. _..,1
_,
HAVE THERE BEEN ANY EXCEEDANCES OFT HE GROUNDWATEF. STANDARDS? YES�O--frh�a"'�
HAS ANY ENFORCEME l ACTION BR=N -1AC-N? YES iQ6 -- DATE OF ACTION: �✓
BRIEF SUMMARY OF ENFORCEMENT ACTION TAK-N: != x = s ',„/9 S c 7e r, a% ZAR C. r, ..-
mc�nni�c 1. �Un n,rP✓�vv5 ,r•n�..�,,,, ��: J' ,,., rni�... r::•r• %a•7�-..
� .J
iREMARKSi RECOMM-NDA 1IONS (Con inue on reverse, ii necesszry): � E /4t,4, A e
Revised P•� -v 'w 5
GY1�-43 •
HYO. REGIONAL SUPERVISOR

WAS —it. DISPOSAL PERMIT APPUCAIION REVIEW WORKSHEET
'Try v U j n
Stay 1
Dalerrr ne the drstmnce point value 0 1 2 3 4 5 6 7 8 9 ,ni z 70
On 910i-rld between ccn-
- Desna a In 2n+ 3M-999r 75- 149 35-49 10- 19 Distance
worer suppty (well or rrretara 1000 - 2JOD 5t7.299 d1- 74 20 34 0 - D
srrearn). Dirt-Ce n t=* 11111 - 31W 251 - 5M 101 - 160 31 - 60
feel 3100.6200 501 - 10M 161 - 250 61- I M 0 - 30 a
NOT— if water tcple inperrrreable btsorod pl. value w4_ in poorly parmecbla bedrock � SJ) ✓ T'
pt. vogue = 4 / 7
510! 2 F'oo'rt value 0 1 2 3 4 5 6 7 8 9 r
c'sirnafethe aeath Melers iso- 30-60 20-29 12-29 B-ll 5-7 3-d 15-25 5-1 0 Depth
to the walertabie Feet 200+ 91-200 61-90 j-An 26-35 16-215 Sr15 3-8 0-2 D W.T.
berowr hose of con- �r
tar vrK3tion spuxce
more tYK3n 5 _ of
The yew,
slop
cur P n l
3 d
Estimate water
Wclert=ie Gradient Gradrefe
Groduerd
Grccerd Gfojierrt
Grddrerrl
toO* groment
Brodienf and away liom olrrro9
lea thou
lea lhmn grtcler
gfealer
from Contornvr
flow dtreclion cdl water lk t
2 percent
2 percent trran2
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toward
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direction
direction
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Step A
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sorption for true
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(2) A Row - Rcck-> 100
Ilea, below
kxd
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4;
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poply`c
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arvery = C
perrreebe
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(Step Z
Groment Pt. Value
rawG/ d, (step 3)
Clay w4h Clean
ro mare Sond with Smnd with gravel or
trnn50% 15-X : lemur= Cie=fine coorae
Clay sand Cate 15 - CK7y scrod sond
Mo+e tnon 30 I
DA m I
2A
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I
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9A
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9H
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60-74
15-19
CD
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7H
BG
91
90
46-59
10-14
CY
4B
7.D
58
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Note : IT Flea:== m uonc s`--foce, rae 10 (prtn c oprooccle letter)
S1en 5 _
Zeprne or confKrerce in c. Vurcawy of values A = very ccxtroent
6 = YOM CCCW aert
C sav tut raw Confoonc e
Sift, 6
Farm d cxrrm wren reD� to c arnts^rnn�sl ooux'� r : W - necr by wel
S =nrrg I Crean
B = periTnew pf cornoio'tce
MOD 6B Atrlesorcl QL=Mw CCIrz� Orin/ Dra)
D = ; ona of oepm"Won of necrry Purrorg wet n=.
rs wo Feely. Y7fu NI a ComcrTw xr . Tow
- DIOUncae in Step 1 based on sepaotian from
CorTta. axx9 okxne raerw uxn port Kxxea
F - Wmte apuroe in p rou-a-mer 0*--nmp a area,
trxx rrxvrror groviawcrer contarncCtrcn m neon I accrr=e
M = Fsxd nounmrV under s+e hCrvy Fke1r
p K 5ne nos poor Derco+ciran omenSrJ (voue rS 3 or has n Stap 4 )
Ct c Wane source In prcurc wcrler area
T K wcrer coiie in htgrw hc.lured or Caverp, To'k
Y = Sne unae rto+n cy l a nx)im an &morn c=tre rz
:.atepary
CSteo 4)
Canfrdence
(Step 5)
U
Porr'd of Carcern
(Stec 67J
r-'
rJUaflner
(Step 68)
K = ATee unoerto- by caverour irn&vctr-re

WASTE DISPOSAL PERMIT APPUCATION REVIEW WORKSHEET (CONT.)
0 7D %3
10 Steel S*P2 S1a 3 S+ep� SaPS Step 64 SWP6B
( Aotl Step. 1 -d (D(nR IBTea ) )
Slfe Grose Bmetl on Hytlropedop�- P—ters
511 6
Hgmtl PotennoNJ,Ptrz IoenMer (Hpm )
B /E- H
A ( C ) F
�/ HPA9
Step 9
0) N—r=l Sfle De—ptbn ( tom Step 7 )
12) PAR VALLT_ (Stole 3)
SITUATION RATING : Cl).- m
(l.b+e bebw)
SITUATION GRADE
no vre mooi„-otors
(see tebie below)
step 10 SMATDN GRADE
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RECORD OF WASTE DISPOSAL PERMIT APPLICATION REVIEW
ATTACHED ADDITIONAL COMMENTS
MT OLIVE LIVESTOCK
SWINE HOLDING FACILITY LAGOON AND SPRAY IRRIGATION
DUPLIN COUNTY
GW INCIDENT # 00157 / WQ # 00018836
REMARKS/RECOMMENDATIONS:
The subject site is an existing swine holding facility that is now being required to obtain an individual
non -discharge permit since it is technically not a farm. Numerous additional information items were
requested when the application review was originally received in the WiRO-GWS on 8/15/00. Although not
all of the additional information items which were requested by the WiRO-GWS on 8/24/00 have been
provided, the applicant has provided many of the requested items. I am writing my review of the site based
on the information which has been provided to date.
The applicant provided an aerial scaled map which illustrates the property boundaries, sprayhead
radii, site buildings, lagoon, etc. I spoke with the applicant (Mr. Marion Sykes) by telephone on 3/7/01, and
asked about the location of any on -site wells. Mr. Sykes told me where the well is located and I have
illustrated that location on the scaled aerial map he provided. Mr. Sykes stated that he thinks the well is
about 300 feet deep. Ed Beck of the WiRO-WQS visited the site on 9/20/00. His notes from the site visit
did not report seeing any nearby wells. I downloaded an aerial photo of the site from the DENR's GIS data
website. The map was listed as having been generated in 1998. It did not illustrate any off -site residences
within 600 feet of the sprayfield/lagoon which confirms Mr. Beck's observations.
The last piece of additional information I received for this site was an e-mail, forwarded to me
through Charlie Stehman from David Goodrich. The e-mail message indicates that Stephanie Milam of the
Water Quality Section spoke with Billy Houston of the NRCS about the lagoon at the subject site.
Reportedly, Mr. Houston indicated that the lagoon was not lined.
This site is in close proximity to the Goshen Swamp and it's associated streams, creeks and branches.
According to the Waste Management Plan, the soils at the disposal site are classified as Lucy soils which are
well drained sandy loam overlying a deeper sandy clay. The attached excerpt from the Warsaw -North
topographic map illustrates that the site is bounded on the north, east and west by streams. The southern
border is bounded by Hwy 403 and agricultural fields. Although there are surface waters on three side of
the site, there are still some serious groundwater issues to be considered. The main issues are the unlined
lagoon and the sprayfield disposal area The scaled aerial map illustrates that the sprayhead radii apply
wastewater beyond the compliance boundary. This presents a high likelihood that the 15A NCAC 2L
groundwater quality standards will be exceeded beyond the compliance boundary. Whether this is significant
issue to groundwater quality with the surrounding groundwater discharge areas is uncertain. I'm proposing
three monitoring well locations at the site due to the compliance boundary and lagoon liner issues.

Permit Review - Additional Information
Mt. Olive Livestock Market, Inc.
March 12, 2001
Page Two
I have illustrated three monitoring wells around the sprayfield property. The locations of these wells
is approximate since the scaled aerial map does not specifically label the property boundary relative to the
waste disposal activities. I am assuming the dark black lines on the map are the property boundaries. The
monitoring wells should be located at or beyond the review boundary, or at the compliance boundary if the
waste disposal activities are close to the compliance boundary. The review and compliance boundaries are
defined by 15A NCAC 2L .0107. The WiRO-GWS will be more than happy to assist the applicant in
determining exactly where the proposed monitoring wells should be placed.
The monitoring wells should be constructed with their screened intervals bracketing the water table
so that the screened interval is never completely submerged or dry during seasonal water table fluctuations.
Typically in the coastal plain, this can be achieved with a screened interval of approximately 15 - 20 feet and
a total well depth of no more than 25 feet. The driller will have to make the final decisions regarding actual
screened intervals based upon on -site conditions observed during well construction. The monitoring wells
should only be installed by a driller who is certified to perform drilling services within North Carolina and the
wells should meet the relevant 15A NCAC 2C .0100 well construction standards.
The monitoring wells should have their vertical and horizontal locations surveyed and illustrated on
a scaled map relative to other pertinent site features such as spray fields, lagoons, supply wells, structures,
property lines, and on -site surface water bodies and ditches. The vertical top of casing survey should be
accurate to 0.01 feet for the purposes of generating accurate water table contour data.
The monitoring wells should be sampled on a triannual basis for: Seasonal Water Levels (relative to
the top of casing), NO3, NO2, NH3, TDS, Chloride, Total P, and Fecal Coliform as referenced in the attached
GW-48 form.
If you have any questions regarding this review, please contact me at [phone], Ext. 239.
CFS/brp
cc: WiRO-GWS Files
WiRO-WQS Files
S:1GWSIPA.RRISIPERMITSIMTOLIVELIVEST_MAR 3/12/01

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[Fwd: [Fwd: mtolive]]
Subject: [Fwd: [Fwd: mt.olive]]
Date: Tue, 27 Feb 2001 15:03:25 -0500
From: Charles Stehman <[e-mail]>
To: Bruce Parris <[e-mail]>
Bruce,
Does this mean anything to you?
cfs
Subject: [Fwd: mt.olive]
Date: Tue, 27 Feb 2001 14:48:23 -0500
From: David Goodrich <[e-mail]>
To: [e-mail]
Subject: mt.olive
Date: Wed, 21 Feb 2001 10:24:57 -0500
From: Stephanie Milam <[e-mail]>
To: [e-mail]
David,
I contacted Billy Houston at MRCS in regards to your question about the
lagoon. He said he wasn't positive, but he thinks that it is not lined
because it was constructed in clay soils and therefore was not required
to have a clay liner. He recommended putting in monitoring wells. Hope
this information will somewhat help you with your review. If you need
anything else let me know.
Thanks,
Stephanie
tkki*k*kkkk**k*fi*k*YkkkfiYk
Stephanie J. Milam, E.I.T.
Environmental Engineer
Non -Discharge Permitting Unit
NC Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
[phone] extension 544
stephanie.milamoncmail.net
Charles F. Stehman, Ph.D., P.G. <[e-mail]>
Regional Groundwater Supervisor
Division of Water Quality/ Groundwater Section
North Carolina Department of Environment and Natural Resources
1 of2
03/02/2001 10:09 AM

Official Series Description - LUCY Series
bttp://www.statiab.iastate.edu/soiis/osd/datdAUCY.htrn]
LOCATION LUCY AL+AR FL GA LA MS NC SC TN VA
Established Series
Rev. DMH:PGM
03/97
LUCY SERIES
The Lucy series consists of very deep, well drained, moderately permeable soils on uplands. They
formed in sandy and loamy marine and fluvial sediments of the Southern Coastal Plain. Slopes range
from 0 to 45 percent. Near the type location, the average annual precipitation is about 53 inches and the
average annual air temperature is about 65 inches.
TAXONOMIC CLASS: Loamy, kaolinitic, thermic Arenic Kandiudults
TYPICAL PEDON: Lucy loamy sand --on a 2 percent convex slope in a cultivated field. (Colors are
for moist soil).
Ap--O to 8 inches; dark grayish brown (1 OYR 4/2) loamy sand; weak fine granular structure; very
friable; strongly acid; abrupt smooth boundary. (4 to 12 inches thick)
E--8 to 24 inches; strong brown (7.5YR 5/6) loamy sand; weak fine granular structure; very friable;
strongly acid; abrupt smooth boundary. (12 to 35 inches thick)
Btl--24 to 35 inches; yellowish red (5YR 4/8) sandy loam; weak medium subangular blocky structure;
very friable; sand grains coated and bridged with clay; strongly acid; clear smooth boundary.
Bt2--35 to 70 inches; red (2.5YR 4/8) sandy clay loam; weak medium subangular blocky structure;
friable; common faint clay films on faces of peds; strongly acid. (The Bt horizon extends to a depth of
60 inches or more.)
TYPE LOCATION: Houston County, Alabama; 4 miles east of Cottonwood, 0.2 mile west of Hickory
Grove Church., and 50 feet north of road; 2590 feet south and 2000 feet east of the northwest comer of
sec. 16, T. 1 N., R. 28 E.
RANGE IN CHARACTERISTICS: Soium thickness is greater than 60 inches. Reaction ranges from
very strongly acid to moderately acid in the A and E horizons except where lime has been added, and is
very strongly acid or strongly acid in the subsoil. Thickness of the A horizon plus the E horizon is 20 to
40 inches.
The A or Ap horizon has hue of 5YR to 1 OYR, value of 3 to 6, and chroma of 2 to 4. Texture is sand,
fine sand, loamy sand, or loamy fine sand.
The E horizon has hue of 5YR to 1 OYR, value of 4 to 8, and chroma of 3 to 8. Texture is sand, fine
sand, loamy sand, or loamy fine sand.
The BE horizon, where present, has hue of 2.5YR to IOYR, value of 4 to 6, and chroma of 6 or 8.
Texture is loamy sand, loamy fine sand, sandy loam, or fine sandy loam.
The Bt horizon has hue of 2.5YR or 5YR, value of 4 to 6, and chroma of 6 or 8. Some pedons, without
BE horizons, have an upper Bt horizon less than 10 inches thick that has hue of 7.5YR or 1 OYR. The
upper part of the Bt horizon has 10 to 30 percent clay with texture of sandy loam, fine sandy loam, or
sandy clay loam. The lower part of the Bt horizon has 20 to 45 percent clay with textures of sandy clay
loam, clay loam, and below a depth of about 50 inches, sandy clay. Mottles, where present, are faint to
distinct and have a chroma of 4 or higher. Content of nodular plinthite is less than 5 percent by volume
1 of 3 03/08/2001 10:53 AM

Official Series Description - LUCY Series http://www.statlab.iastate.edu/soiWosd/dat/L/LUCY.htmi
within 60 inches of the surface. Content of rounded quartz gravel plus ironstone nodules is less than 10
percent by volume.
COMPETING SERIES: These include the Wagram series in the same family and the Autrvville.
Bonneau, Boykin, Briley, Letnev, Lovett, Lowndes, Rosalie, and Try series in similar families.
Autryville and Lowndes soils are bisequal. Bonneau, Lovett, Rosalie, and Trep soils have mottles of
chroma 2 or less within 60 inches of the surface and have dominant hue of 7.5YR or yellower in the Bt
horizon. Boykin and Briley soils have sandy epipedons with less than 15 percent sand that is medium or
coarser. In addition, Boykin and Briley soils are dry in the moisture control section for more than 75
days in most years. Letney and Wagram soils have Bt horizons dominated by hue of 7.5YR or yellower.
GEOGRAPHIC SETTING: Lucy soils are on ridgetops and side slopes on uplands of the Southern
Coastal Plain. Slopes range from 0 to 45 percent with dominant slopes of 2 to 15 percent. The soils
formed in unconsolidated, sandy and loamy marine and fluvial sediments of the Pliocene, Miocene,
Oligocene, and Eocene series of the Tertiary system. The climate is warm and humid. The average
annual air temperature ranges from 63 to 68 degrees F., and the average annual precipitation ranges
from 48 to 60 inches.
GEOGRAPHICALLY ASSOCIATED SOILS: These are the Barn Dotha► Eustis Fuouay
Oran¢ebur¢, Ruston, Saffell, Smithdale, and Troup series. Bama, Orangeburg, and Ruston soils are
generally on slightly lower positions than Lucy soils and do not have a sandy epipedon as thick as 20
inches. Dothan and Fuquay soils are on smoother, less sloping positions and have more than 5 percent
plinthite within 60 inches of the surface. In addition, Dothan soils have a sandy epipedon less than 20
inches thick. Eustis soils are on similar positions as Lucy soils and have a sandy Bt horizon. Saffell,
Smithdale, Springhill and Troup soils are in similar positions as Lucy soils. Saffell, Smithdale, and
Springhill soils do not have a thick sandy epipedon. Troup soils have a sandy epipedon thicker than 40
inches.
DRAINAGE AND PERMEABILITY: Well drained. Runoff is dependent upon slope and vegetation
and ranges from slow to rapid. Permeability is rapid in the sandy epipedon and moderate in the subsoil.
USE AND VEGETATION: Nearly level to gently sloping areas are used for growing peanuts, com,
cotton, and soybeans. Sloping areas are used for hay and pasture. Steeper areas are used for woodland.
DISTRIBUTION AND EXTENT: Southern Coastal Plain of Alabama, Arkansas, Florida, Georgia,
Louisiana, Mississippi, North Carolina, South Carolina, and Virginia. The series is of large extent.
MLRA OFFICE RESPONSIBLE: Auburn, Alabama
SERIES ESTABLISHED: Houston County, Alabama, 1965.
REMARKS: The 1/89 revision changed the classification from Paleudult to Kandiudult in recognition
of the low activity clay amendment.
Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon (and arenic feature) - the zone from the surface of the soil to a depth of 24 inches (A
and E horizons).
Kandic horizon - the zone from approximately 24 inches to 70 inches. (Btl and Bt2 horizons).
ADDITIONAL DATA: S71AL-25-7, S71AL-31-11, S76AL-39-2, S71GA-40-1, 72GA-158-1,
S74FL-37-6, and S74FL-57-27.
SIR = AL0001
National Cooperative Soil Survey
2 of 3 03/08/2001 10:53 AM

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State of North Carolina
Department of Environment JAN
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
January 8, 2001
JAMES MARION SYKES, VICE PRESIDENT
POST OFFICE BOX 601 -
MT. OLIVE, NC 28365
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Application No. WQ0018836
Additional Information Request
Mt. Olive Livestock Market, Inc.
Spray Irrigation System
Duplin County
Dear Mr. James Marion Sykes:
The Non -Discharge Permitting Unit has conducted a preliminary review of the subject permit application package.
Additional information is required before we may continue our review. Please address the following item no later
than February 7, 2001.
Please provide lagoon capacity documentation (design, as -built calculations, etc.). Be sure to
include any site evaluations, wetland determinations, or hazard classifications that may be
applicable.
Please provide documentation to verify compliance with Condition I. 7 of the Spray Irrigation
System Permit concerning buffer requirements. It has been noted by the Regional Office that
buffers from property lines are not sufficient. A copy of the Spray Irrigation System permit shell is
included.
Please provide a property map which shows property lines surrounding the spray application area.
The property map received November 1, 2000 pertained to the stockyard area, which is to the west
of the spray area.
Please note that comments from the Regional Office/Groundwater Section are pending at this time, and additional
requests may be necessary to address these comments. Please be aware that you are responsible for meeting all
requirements set forth in ]North Carolina rules and regulations. Any oversights that occurred in the review of the
subject application package are still the responsibility of the applicant. In addition, any omissions made in
responding to the above items may result in future requests for additional information.
Please reference the subject application number when providing the requested information. Three copies of all
revised and/or additional documentation should be signed, dated, and submitted to my attention at the address below_
Please note that failure to provide this additional information on or before the above requested date may result in
your application being returned as incomplete.
If you have any questions regarding this request, please do not hesitate to contact me at [phone], extension
544. Thank you for your cooperation.
Sincerely,
Stephanie Milam
Non -Discharge Permitting Unit
Cc: Ed Beck, Wilmington Regional Office, Water Quality Section
David Goodrich, Groundwater Section, Central Office
Starr W. Maready, Technical Specialist
Permit Application File WQ0018836
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

TRITEST, INC.
3909 neryl Road
/� ifti IN
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Raleigh, NC 27607
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telephone: [phone]
Fax: :[phone]
�'v'u/Q 00�8836
NC/Kr Cert.#: 067
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--- Prepared for
--- _
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1 of _
!-ir. ?;arian Sykes
Repor= Dare:
7/19; 0
,Nt. O-fve Livestock
Market
Date Received:
6/28"l—
c . . nr.X
yt. Olive, ZTC 29365
Work Order #:
0006-00573
Cust. Code: MT_594
Pr.--CL :L:
Cust. P.O.#:
?rt sct Info: Industr_al
Wastewater
ND. S'^.cie ID
Date Sampled Time Sampled matrix
Cond.ticr.
11DG 1AGC0's WAT n
6/28/2000 8:50
WW
4r2°C
Test
Method
Results Ter_h.
Analyzed , l
=ota_ D_canic Car.rcn
EPA
47.5._
32.5 mg/L CB
7i 12/00
5:o mica- Go_-yge- Demand
EPA
405.i
34.5 mg;'L T6
6i29/00
Chem_ca: ^r,ger. Dercand
EPA
410.4
254 mg/L CB
7/07/30
_- "+tar.
EPA
125.3
72.4 mg/L CH
^/30
Tota- Pnoa_':orus/waters
EPA
365.2
9.59 mg/L CD
7/09/i0
Aar„ca>a n_ 'water
EPA
250.1
72.8 mg/L CH
jlo/70
Nltra'.e in :Cater
353.2
-
<0.02 mg/L CS
6/19i00
Pheno-,s Sn water
EPA
420.1 0.025k
mg/L 6C
7/13 0
vclac a >_s. Conb_nej 601/6C2 EPA
6.01/602
M7
';10j30
arc-.oda chlcrcoathane
EPA
601
11 ug/L Mn
7/30/3v
__.ce 0r-
EPA
601
cl ug/L M3
7/10100
nrcmornetY-tt
EPA
601
al ug/L W.
7/lUj3G
Carh n 7st_ac2-.loride
EPA
601
al ug/L ME
7(10/3C
Chlcrobe. zene
EPA
601
c1 ug/L ME
7'10/0-
_h1Tc�t:.a .e
EPA
631
<1 ug,/L XB
7/10io:
EPA
601
el Uq/L An
Cnicr._ac=._ _
EPA
63i
el ug/L vs7/'_Oi==
L ibrono^".-cror..e _ha a
EPA
601
.+ ug/L Yla
''101'0C
1.2-1-c c._:;rcbe.- c.-e
EPA
601
it ug/L iT'
7/10i01-
", _ L:. Cro�enzere
EPA
601
cl ug/ L M3
7'l0i 03
_ -D_cc lcrcbenzere
EPA
601
e1 ug/L NS
7i10/03
lii cclorcdc__ucromethane
EPA
601
<1 ug/_, N:3
7; 10i 0:
1.1-_.,...-,.roetaane
EPA
60.1
sl cg(L `18
„-0i01
1.2-_....._____ .._
SPA
601
Q ug(L MB
7,'1Ci C_
_-D.c:-._c.ce _: e_ia
EPA
601
c1 ug/L NAB
7;10/0.
_c::;icrcethe:,
EPA
601
<l ug/L M3
7'10 j OC
>-D+cr lcropropane
EPA
601
<1 ug/L NIB
;:10/00
..-_r.-lm-cnrnra e
3P:
601
<1 ug/L NIB
7/_0100
---- Co.tinued on Next Pace ----
•

3a_;G 8 ' l0 17: 10 FF TRITEST, 111C. 319 834 6497 TO 151626719[,rl P. u1�,
L TRITEST, INC. Pa_a 2 of 2
L a b o r a t o r y R e p o r t.
mt . 7] ;,ve 7-4vesrock Market Report Da:.e 7i 1?/Or,
Protect N: Work 0---der No. 0CG_-0 3
301 L70� LA--MDN WA7ZR -
tsr- ?erfora.ed Method ResulLS Tech Analyzed ;�uai
3- lchl=opropene
EPA
631
<1
ug/ L
XB
7/10/U,
Ma-hv_eae Chloride
EPA
601
Cl
ug/L
�X.5
7/10/0C
1,:,7,2-Te=rachloroethane
EPA
601
<1
ug/L
_%3
7,12.0;0:
Te ra�.hloroetaene
EPA
601
<1
ag/L
Ms
7,�11) GO
1,1,1-^ri;:%Uoroa.hane
EPA
901
<1
ug/L
4B
'7 C.,O0
1 , 1 , 2 7z.it::lvroethane
EPA
601
<1
ug/L
;-,8
7/10/ 00
:rich=:)roerbene
EPA
601
<1
L'g/L.
MIB
7/1D/GO
ar f1%=aMethane
EPA
601
<1
ug/L
MB
7!10/00
Chloride
EPA
601
<1
ug/I.
ME
7/lD/0C
3�. ze__e
EPA
602
<1
uq/L,
MM
7;'ID/0C.
Cr.icrcb-_nze a
EPA
602
<1
ug/L
n1E
7; 10/0C
1,1-D.Chlorobenzene
EPA
602
<1
ug/L
HB
'liei0C
3._-Dichlorobenzene
3PA
602
<1
ug/L
MB
7/10/00
1,=-L_chlorobenzene
EPA
602
<1
ug/L
ME
7;"10;C,0
^tay_bsznzgne
EPA
602
<1
ug/L
M3
7/10/0:
M' --'hvl Tarr.-bur_yl ether
iA
602
<1
ug/L
�g
7/1::,'OC
E?A
602
Cl
ug/L
M3
7/13/30
r_+-.Vyl e-e
E`rA
602
Cl
ug/=
M3
7 /10d 00
rn-S.Y-ly_�RC
Ei:A
602 _
<2
ugiL
M3
7:7f, ro
FOC21 2olifor-r-s/ mr
SY
9222D
>60000 C:FG/100ML
X B
6/ zq'.00
T;,ta? D_ssol✓ed 5olidz
EPA
_60.1
607
mg/L
: _
7 /l2i t'o
=ANALYZED BY PACE ANALYTICAL SERVICES IN ASHEVIl_:E, NC.
Report certified by:
��r Tri_vst, inc.
*z* TOTRL P;GE. r_ -�o

I r
SOC PRIORITY PROJECT: NO
IF Yes, SOC No.
To: Permits and Engineering Unit
Water Quality Section
Attention: Stevhanie Milam
(Review Engineer)
Date: October 18, 2000
NON -DISCHARGE STAFF REPORT AND RECOMM
COUNTY: Duplin
Permit No. WQ0018836
PART I - GENERAL INFORMATION
1. Facility and Address: Mt. Olive Livestock Market
Post Office Box 601
Mt. Olive, North Carolina 28365
2. Date of Investigation: September 20, 2000
3. Report Prepared by: Edward Beck
4. Persons Contacted: Marion Sykes, Vice President
Telephone Number: [phone]
5. Directions to Site: The site is located east of the Town of
Faison on the north side of NC Highway 403, approximately 0.5
mile west of the junction of NCSR 1304.
6. Size (land available for expansion and upgrading): The field
that is used for spray irrigation is approximately 10 acres
with approximately 8.3 acres being wetted. There does not
appear to be additional land available for irrigation.
7. Topography (relationship to 100 year flood plain included):
The elevation of the field varies from about 50 to about 40
feet msl. The portion of the field used for irrigation
appears to be above the flood plain.
Attach a U.S.G.S. map extract and indicate facility site.
USGS Quad No: M51 USGS Quad Name: Warsaw North
Latitude: 35 07' 08. Longitude: 78 06'
8. Any buffer conflicts with location of nearest dwelling and
water supply well? No

9. Watershed Stream Basin Information: Goshen Swamp
a. Watershed Classification: C SW
b. River Basin and Subbasin No: 03-06-22
C. Distance to surface water from disposal system:500 ft
PART II - DESCRIPTION OF WASTES AND TREATMENT WORKS
1. a. Volume : 2,625 GPD (Design Capacity)
b. Types and quantities of industrial wastewater:
Wastewater is animal waste from short term holding of
hogs at a market and from the washing of trailers that
are used to transport the animals.
C. Pretreatment Program (POTWs only): not needed
2. Treatment Facilities
a. What is the permitted flow limit? This is an existing
facility that was previously approved as an animal
operation.
b. What is the actual design treatment capacity of the
current facility ? Approximately 2,625 GPD
c. Please provide a description of existing or substantially
constructed wastewater treatment facilities: The
existing system consists of a lagoon with 472,476 gallons
of storage (6 months) and a spray field of 8.32 acres.
A pump with a portable motor and segments of irrigation
pipe are used to apply waste through a fixed gun that is
moved to specified points in the irrigation field to
irrigate coastal bermuda and overseeded oats in the
winter.
d. Please provide a description of proposed wastewater
treatment facilities: No changes are proposed.
3. Residuals handling and utilization/disposal scheme:
The waste utilization plan. indicates that if solids are
removed from the lagoon every five years, approximately 6.8
acres of coastal bermuda will be needed for land application.
4. Treatment plant classification: Class I Spray Irrigation
5. SIC Code (s): 4789
Wastewater Code(s) Primary: 28 Secondary:
Main Treatment Unit Code: 300 3

PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant
Funds (municipals only)?
2. Special monitoring requests:
3. Important SOC, JOC or Compliance Schedule dates: NA
4. Other Special Items:
PART IV - EVALUATION AND RECOMMENDATIONS
Mt. Olive Livestock Market is an existing livestock market that
specializes in marketing hogs that are not acceptable at the large
slaughter houses. The animals are held in the facility for short
periods of time, varying from two hours to twelve hours. Very few
remain in the facility for a full day. The population stated in
the application is an estimation of the average population. Fresh
water is used to clean the holding area by means of high pressure
washer after an initial hosing down to soften the material.
Wastewater from washing trailers used to transfer the animals is
also tributary to the treatment system. The lagoon was expanded
approximately six years ago and appears to have a stable dike wall
that is not very high relative to the surrounding terrain. At the
time of the site visit, the level measuring device indicated that
the lagoon level was approximately sixteen inches below the red
zone. The owner indicated that the lagoon had not been pumped in
six months.
A portable irrigation system is moved to flagged locations for
spraying waste onto the field. While this is labor intensive, the
owner indicates that irrigation is only required twice per year and
is not too difficult to set up. The spray field had a dense cover
of bermuda and weeds and needed cutting at the time of the
inspection. The field is overseeded with oats in the winter. The
owner relies on a contractor to harvest the hay and does not have
a good market for the product.
Currently, waste is irrigated to within 30 feet of the property
lines. There are no residences in the vicinity of the irrigation
field. There are no groundwater monitoring wells on the site.
Application rate calculations that were submitted in the package
were based on the expected waste contribution from a resident
population of 1,108 hogs. The calculations indicate that the
system is dependent on the winter overseeded crop to handle the
nitrogen in the wastewater. The technical specialist who prepared
the waste utilization plan indicated verbally that the nutrient
concentration is much lower than normal hog house waste based on
laboratory analysis. A copy of this data has been requested but
has not yet been received. A copy of the plans for the lagoon have
also been requested but not received. It appears that clay was
used in the lagoon construction but it probably does not meet the
standards for nonagricultural wastewater treatment systems.

The existing system does not comply with requirements for operation
under an individual nondischarge permit. The buffers from property
lines are not sufficient and there are no groundwater monitoring
wells. It is expected that the Groundwater Section will request
installation of groundwater monitoring wells. Analytical data that
characterizes the wastewater must be reviewed to determine if there
is sufficient land available to allow for nutrient uptake while
increasing the buffer from property lines. It is also necessary to
review plans for the lagoon to determine if sufficient capacity is
existing to provide for treatment and storage needs.
Please submit a request for additional information to the applicant
to provide sufficient data for a complete review of the
application. It is understood that the Groundwater section also
has identified a need for additional information. A complete
review will be done when additional information is provided.
Signature of Report Preparer
l-/kA ,y 4 A l l 21
Water Quality Regional Supervisor
eb: wg18836.090
cc.-ilmington Regional Files~
egional Groundwater Files
Central Files
!o -1 S- -(-)a
Date
Date

30" 07'30" - - - - .. ,630 -E 764 1 765 5' 766
• / of �'�� .�= - \, - _ - -_' -'� ��- I •,y'�� '
Mt. Olive Livestock Market
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State of North Carolina
Department of Environment 0
and Natural Resources
Division of Water Quality F`�v0K'P_DEPARTmENTOF
AUG 1 0 200
James B. Hunt, ret Governor _ _CDENR
Bill Holman, Secretary B}�:_��rn�/
Kerr T. Stevens, Director _
ENVIRONMENT AND NATURAL RESOURCES
August 4, 2000
JAMES MARION SYKES
MT. OLIVE LIVESTOCK MARKET
POST OFFICE BOX 601
MT. OLIVE, NORTH CAROLINA 28365
Subject: Acknowledgement of Application No.
W00018836
Mt. Olive Livestock Market
Spray Irrigation
Duplin County
Dear Mr. Sykes:
The Non -Discharge Permitting Unit of the Division of Water Quality acknowledges receipt of your
permit application and supporting materials on July 31, 2000.
Your application package has been assigned to Stephanie Milani for a detailed review. The reviewer
will contact you with a request for additional information if there are any questions concerning your
submittal.
If you have any questions. please contact Stephanie MMam at 919-733-5083 extension 376. If the
reviewer is unavailable, you may leave a message on their voice mail, and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES
ON THIS PROJECT.
Sincerely,
Kim H. Colson, P.
Supervisor, Non -Discharge Permitting Unit
Cc: Wilmington Regional Office, Water Quality Section
Permit Application File WQ0018836
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50 % recycled 1 10 % post -consumer paper

I
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental :Management
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORI;,INAL) J� �40
SPRAY IRRIGATION DISPOSAL SYSTEmf Tv
� tit✓
GENERAL INFORMATION:
1. Applicant's name (please specify the name of the municipality, c
orporation, individual, etc.):
2. Print Owners or Signing Official's name and title (the person who is legally responsible for the facility and its compliance):
JL{/�rS /�lul,c,► �c,/i c'S G/r L e //e, II Ile f"
3. Mailing address: 0
/, City: /'% ' State: /Larf�, Ce,ro���� zip: `S','a6 �
Telephone Number. ( y/ ) ? tr 7 1.5­ y y
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters of flow acceptance, Operational Agreements, etc.):
is fc. � 4,117 4F I
5. Location of Spray hTigatio❑ Facility (Street Address): rf �w� % `>✓ F '+ t o T tom/ S c
City: �!t r rl State: /" e /17 6 L 4! rJ ^ h Zip: 2 Y 3 T
r lr / _ �,
6. Latitude: _?� 07 0 `� ; Longitude %Y 0 6 of Spray Irrigation Facility
7. Contact person who can answer questions about application:
Name: ;~/I^ v> %101-"o-, f Ce S Telephone Number:
S. Application Date:
U. Fee Submined: S
-7- � 7- 0 0
10. Countybes) where project is located:
II. PERMIT INFORMATION:
[The permit processing fee should be as specified in I5A NCAC 2H .0205(c)(5).]
k p /r .-t
Application No. (will be completed by DEM): � 1
Specify whether project is: f new; renewal*; modification
* For renewals, complete only sections 1, 11, and applicant signature (on page 7). Submit only pages 1
and three copies of each). Engineer's signature not required for renewal without other modifications.
2, and 7 (original
3. If this application is being submitted as a result of a renewal or modification to an existing permit, list the existing permit
number
-l. Specify whether the applicant is
and its issue date
public or
private.
FORM: SIDS 06/94 Page 1 of 8

III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: % Domestic; % Commercial; % Industrial;
` v"' % Other waste (specify): L l', e> lo,,k
2. Please provide a one or two word description specifying the origin of the wastewater, such as school, subdivision, hospital,
commercial, industrial, apartments, etc.:
3. If wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the receiving
wastewater treatment facility: N�
4. Volume of wastewater generated by this project: i Z S gallons per day
5. Explanation of bow the wastewater volume was determined:
9c'5'}n Y74 Yf4 Gir& /Y4' Pay 3
�— -
6. Brief project description: %1 h e )a A"
C- L `i co n t l h (' r iv, u 1.14, a
fMn // fl/'p• n � ,elf 5
IV. FACILITY DESIGN CRITERIA FOR SINGLE FAMILY SPRAY IRRIGATION
1. Number of bedrooms: x 120 GPD per bedroom = gallons (minimum 240 GPD design flow per home).
l'r� 2. Dimensions of baffled septic tank: ft. by ft by ft.
3. Volume of baffled septic tank:: gallons.
4. Check the categories that apply for the sand filter surface; subsurface; single; dual;
in series; in parallel; recirculating; pressure dosed.
5. a) Primary sand filter dimensions: ft. by ft = ____
b) Sand filter surface loading rate: GPD per square foot
6. a) Secondary sand filter dimensions (if applicable) ft. by
b) Secondary sand filter surface loading rate (if applicable)
7. Type of disinfection:
_ square feet.
ft = square feet_
GPD per square foot_
Volume of contact tank: gallons; and detention time:
8. Volume of storage provided: gallons; Storage time provided:
NOTE: A minimum of 5 days storage must be provided in the pump/storage tank.
9. Volume of pump tank: gallons; number of pumps in pump tank,
10. Capacity of pumps in pump tank: GPM
11. SpecifN. which hi Lb water alarms have been provided: audible and visual;
minutes
days
auto dial
FORM: SIDS 06/94 Page 2 of 8

12. Specify the following information for the spray nozzles: psi; GPM
13. Specify the loading rate recommendation, as determined by the soils scientist:
inches per hour; inches per week; inches per year
14. Specify the square footage of the wetted irrigation area
and the cover crop:
15. Specify the loading rate that will occur on the spray irrigation field:
inches per hour; inches per week;
square feet,
inches per year
16. The project must conform to the following buffers (and all other applicable buffers):
a) 400 feet between wetted area and any residence under separate ownership;
b) 150 feet between wetted area and property lines, 200 feet in coastal areas;
c) 100 feet between wetted area and a potable well;
d) 100 feet between wetted area and drainage ways or surface waters;
e) 50 feet between wetted area and public right -of -ways;
f) 100 feet between wastewater treatment units and a potable well;
g) 50 feet between wastewater treatment units and property lines.
17. If any of the buffers specified in No. IV. 16 above are not being met, please explain how the proposed buffers will provide
equal or better protection of the Waters of the State with no increased potential for nuisance conditions:
18. NOTE: If excavation into bedrock is required for installation of the septic tank or sand filter, the respective pit must be
lined with at least a 10 mil synthetic liner. The engineer's signature and seal on this application acknowledges a
commitment to meet this requirement.
19. The spray irrigation field must be fenced with a minimum two strand barbed wire fencing. Briefly describe the fencing:
V. FACILITY DESIGN CRITERIA FOR OTHER THAN SINGLE FAMILY SYSTEMS
1. Provide a brief listing of the components of this treatment and disposal system, including dimensions and capacities of
tanks, pumping facilities, nozzles, high water alarms, filters, lagoons, package treatment units, disinfection facilities,
irrigation system, etc.: J
-3-t"-1'gA 6 0 — (_G(/v h,/h IrGh /7d% t JOO /\
2. Name of closest downslope surface waters: (7 c 5 4 v l t /A ,l a
3. Classification of closest downslope surface waters: L — Swn . 1? (as established by the Environmental Management
Commission and specified on page 6 of 8 of this application).
4. If a power failure at the pump station could impact waters classified as WS, SA, B, or SB, describe which of the measures
are being implemented to prgvent such impac4 as required in 15A NCAC 2H .0200:
FORM: SIDS 06/94 Page 3 of 8

Specify the loading rate recommendations as determined by the soils scientist (The Division will considered higher loading
rates in the dry months [June 1 - September 301 depending on the soils scientist recommendations). If only one loading
'rate will be proposed, that rate must be the most restrictive loading rate.
Dry Months (June 1 - September 30) inches per hour; inches per week
Wet Months (October 1 - May 31) Zi inches per hour; P inches per week
Recommended Maximum wU inches per year
5. For industrial wastewater, an analysis of nutrients, heavy metals totals, and synthetic organics must be provided along with
appropriate calculations showing the loading rate, based on the most limiting constituent. The chemical analysis must
include, but shall not be limited to: Total Organic Carbon, Biochemical Oxygen Demand, Chemical Oxygen Demand,
Chlorides, Phosphorus, Ammonia, Nitrates, Phenol, Total Trihalometbanes, Toxicity Characteristic Leaching Procedure
Analyses, Total Halogenated Compounds, Total Coliforms, and Total Dissolved Solids.
What is the limiting non -hydraulic constituent for this waste? 7 pounds per acre per year of 1,rr° Y e ,I
7. Specify the square footage of the wetted irrigation area: «� S� f t square feet, �• S R` P'
and the cover crop: M -4 S"• //
8. Specify the hydraulic loading rate that will occur on the spray irrigation field:
Dry Months (June 1 - September 30) GJ U e inches per hour; W U f inches per week
Wet Months (October 1 - May 31) inches per hour; inches per week
Maximum Application inches per year
Ibs. per acre per year of:
R. Is hydraulics the limiting constituent? Yes; �V-' No.
Al 10. Specify the storage volume required by the water balance: gallons;
11. Volume of storage provided: / 7121. y f6 gallons and yields:
NOTE: Minimum thirty days required at the design flow rate.
(limiting constituent)
days
days
12. If any of the applicable buffers noted in IV.16 are not being met, please explain how the proposed buffers will provide
equal or better protection of the Waters of the State with no increased potential for nuisance conditions:
13. The treatment and spray irrigation facilities must be posted and secured in some fashion to prevent unauthorized entry.
Briefly describe the measures being taken: rM t e!z Z�c
14. Is the treatment facility capable of treating the wastewater to at least secondary limits prior to storage (BOD5 < 30 mg/L;
TSS s 30 mglL; NH3 -5- 15 mg/L; Fecal Coliform s 200 colonies/100 ml)? Yes f"' No. If No, what level of
treatment can be achieved?
1 5_ Are treatment facility or spray fields located within 100-year flood plain? Yes ✓ No. If Yes, briefly describe the
protective measures being taken to protect against flooding.
16. List the Field Number of any spray fields that are located in area where the seasonal high water table is less than 3 feet
below the surface?
17. Describe the disinfection facilities that are being provided if domestic wastewater:
FORM: SIDS 06/94 Page 4 of 8

THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF
ENVIRONMENTAL MANAGEMENT UNLESS ALL OF THE APPLICABLE ITEMS ARE
INCLUDED WITH THE SUBMITTAL
a. One original and four copies of the completed and appropriately executed application form.
b. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
c. Five (5) sets of detailed plans and specifications signed and sealed by a North Carolina Professional Engineer. The plans must
include a general location map, a topographic map, a site map which indicates where borings or hand auger samples were taken, a
map showing the land application site, buffers, structures, and property lines; along with all wells, surface waters (100-year flood
elevation), and surface drainage features within 500 feet of the land application site. Each sheet of the plans and the first page of
the specifications must be signed and sealed.
d_ Five (5) copies of an Operational Agreement (original and 4 copies) must be submitted if the wastewater treatment and disposal
facilities will be serving single family residences, condominiums, mobile homes, or town houses and if the subject facilities will
be owned by the individual residents, a homeowners association, or a developer.
e. Five (5) copies of all reports, evaluations, agreements, supporting calculations, etc. must be submitted as a part of the suppos ng
documents which are signed and sealed by the NC Professional Engineer. Although certain portions of this required submittal
must be developed by other professionals, inclusion of these materials under the signature and seal of a NC Professional Engineer
signifies that he has reviewed this material and has judged it to be consistent with his proposed design.
f. Five (5) copies of the existing permit if a renewal or modification.
g. For Single Family Systems (a through f above plus g. 1, 2, 3)
1) A letter from the local health department denying the site for any permit that the health department has the authority to issue.
2) A soils scientist report (signed) which describes the soil type, color, texture through the B horizon, and recommended loading
rates with supporting calculations.
3) A signed and notarized Operation and Maintenance Agreement.
h. For Other Than Single Family (a through f above plus h. 1, 2, 3, 4, 5, 6)
1) A water balance analysis showing annual amount of wastewater that will need to be applied and the amount of land necessary
to receive the wastewater at the given loading rate. Storage requirements must be addressed and supporting calculations
prodded
2) A soils scientist report (signed) which includes texture, color, and structure of soils down to a depth of seven feet, depth,
thickness and type of any restrictive horizons, hydraulic conductivity in the most restrictive horizon, Cation Exchange
Capacity (CEC), depth of seasonal high water table, soil pH, and soils map (if available).
3) For systems treating industrial waste or any system with a design flow greater than 25,000 GPD a Hydrogeologic Report
providing the extent and lithologic character of the unconfined aquifer, transmissivity and specific yield of the unconfined
aquifer, thickness and permeability of the first confining bed, groundwater quality and direction of movement, and an
evaluation of impacts of the disposal system on water levels, movement and quality.
4) An agronomist report (signed) which states the type of vegetation that is planned for the spray fields, along with management
and harvest schedules.
5) Proposal for groundwater monitoring.
6) An analysis of the wastewater, including heavy metals totals and synthetic organics, along with calculations for the most
limiting constituents.
FORM: SIDS 06/94 Page 5 of 8

This form must be completed by the appropriate DEN! regional office and included as a part of
the project submittal information.
INSTRUCTIONS TO NC : (Try
The classification of the downslope surface waters (the surface waters that any overflow from the facility would fiow toward)
.n which this spray irrigation system will be constructed must be determined by the appropriate DEM regional office.
Therefore, you are required, prior to submittal of the application package, to submit this form, with items l
through 7 completed, to the appropriate Division of Environmental Management Regional Water Quality Supervisor (see-
page 8 of 8). At a minimum, you must include an 8.5" by )1" copy of the portion of a 7.5 minute USGS Topograpb:;, Asap
which shows Lb,- location of Ibis spray inigation system and the downslope surface waters in which they will be located.
Identify the closest downslope surface waters on the attached map copy. Once the regional office has completed the
classification, reincorporate this completed page and the topographic map into the complete
application form and submit the application package.
:. Applicant (specify name of the municipality, corporation, individual, etc.): T
?. Name complete address of engineering firm: S 14, r ^.' Pk t/�
> 71, e ("1- (; 6-,1) Te<h % n,c4 / �1�e[,N 1113-t
3
Telephone number: ( (�!- Z y/(7� - ll43
G•' )
Project name: PCP ,, T L , � Z
/lo-,L�I><k/' 'e-
�, v, /3Ox t yf L/C���„
L/- r 5 iv c r'l_ /�7, i41 e 1 _I r, C
4. Name of closest downslope surface waters: 0 c ., -7 6v
t
5. County(ies) where the spray irrigation system and surface waters are located:
6. Vap name and date: _ 1'�k r 5 a �✓ /U Cl �� >/ 5
?. NC Professional Engineer's Seal, Signature, and Date:
�1 I uve been help;,,ij MKI Slke3 W/�
n
+� CC�pos paperwDvi.
L � r� f&� I rY� F _ t Ci 15 � - c) 31
>- , f it
1
T0: REGIONAL WATER QUALITY SUk�RVI'SQR Ocope f a � ! ve Ex� os f C Y--
Please provide me with the classification of the watershed where these sewers will be constructed, as identified -71 the a+xacbr%
asap segmenr
Name of surface waters: C�oS4ur.
Classification (as established by the Environmental Management Commission): C— —
Proposed classification, if applicable:
Signature of regional office personnel:
(All aaachments must bA signed)

Til
tiara: and C, rap:c,e fkac:ress of Fngmecmg Fifm:
� 1 lyz w %reR G+r
—Kf— Ile State: All Zip: 53�9
Professional Engireer's Certification: {
1 a� , attest that this application for . YI�// OUh�- 011-`C
� 0,/t / 4, 6t ,
has been resieued by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my k n twledge
he proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this subm-�aal
Package ma; have beer developed by other professionals, inclusion of these materials under my signature and seal sigruies that I have
revitv.ed tb;s matcrW and have judged it to be consistent with the proposed design.
Vent Carolu.a Pnfcssional Eng
ineer's Seal, Signature, and Date:
41
/��%QCti�uifo-M_
Applicant's Certification:
N e•t �� / ion �i lL�r1� attest that this application for
his been res se•»:d by me and is accerate and complete to the best of my knowledge. I understand that ti all required pav of is
appbcauun are not completed and that if all required supporting information and attachments are not included, this application package
will be ret-urned to me as incomplete.
Signature D 0
1/g✓ /�y��[ / Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL NLkNAGEvIENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626.0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]

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TRITEST, INC.
3909 Beryl Road
Raleigh, NC 27607
Telephone: [phone]
Fax: [phone]
NC/WW Cert.#: 067
L a b o r a t o r y Repo r t
--- Prepared for ---
Mr. Marion Sykes
Mt. Olive Livestock Market
P.O. Box 601
Mt. Olive, NC 28365
Project ID:
Project Info: TCLP-METALS ONLY
Page 1 of 1
Report Date: 7/14/00
Date Received: 6/28/00
Work Order #: 0006-0142.8
Cust. Code: MT1594
Cust. P.O.#:
No. Sample ID Date Sampled Time Sampled Matrix Condition
001 HOG LAGOON WATER 6/28/2000 8:50 WW 4f2°C
Test Performed
Method Results Tech Analyzed Qual
Metals TCLP Package; Waters
EPA 1311
TCLP Arsenic Analysis
EPA 200.8
TCLP Barium Analysis
EPA 200.8
TCLP Cadmium Analysis
EPA 200.8
TCLP Chromium Analysis
EPA 200.8
TCLP Lead Analysis
EPA 200.8
TCLP Selenium Analysis
EPA 200.8
TCLP silver Analysis
EPA 200.8
TCLP Mercury Analysis
Metals Digest. of TCLP Ext.
Mercury Prep of TCLP Extr.
Metals/SVGA TCLP Extraction
EPA 1311
Report certified by:
for Tritest, Inc.
SRB
7/13/00
<0.005
mg/L
SRB
7/13/00
0.006
mg/L
SRB
7/13/00
<0.005
mg/L
SRB
7/13/00
<0.010
mg/L
SRB
7/13/00
<0.005
mg/L
SRB
7/13/00
<0.002
mg/L
SRB
7/13/00
<0.010
mg/L
SRB
7/13/00
<0.0002
mg/L
CLP
7/07/00
DONE
CLP
7/06/00
DONE
CLP
7/07/00
DONE
CLP
7/06/00

ANIMAL WASTE UTILIZATION PLAN
Producer: MARION SYKES
Location: PO BOX 601
MT OLIVE NC 28365
Telephone: [phone]
Type Operation: Existing Feeder to Finish Swine
Number of Animals: 1108.00 hogs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown
and the nutrient content of the waste. Do not apply more
nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining, or
when the surface is frozen. Either of these conditions may
result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
5. 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.
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. Acreage
requirements should be based on the waste analysis report from your
waste management 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
tiIanagement Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
1108 hogs x 1.9 tons waste/hogs./year = 2105.2 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
�7,8 hogs x 2.3 lbs PAN/hogs/year = 2548.4 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan
rime 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, soil type and surface application.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APP;I
METH
N
TIME
72265
1
LSD
BH
5.5
275
8.32
2288
I
+AFR-
72265 1-1
APR
END
SG 11 150 I 8.32 14S16P-
I
TOTAL12704
- Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow summer annuals.
+ - Dates shown reflect optimum uptake periods for nutrients. Waste
appilcation may begin up to thirty(30) days prior to planting or
green -up of forages, and extend past optimum dates shown if
plant growth, pumping conditions, and PAN loading rates permit.
NOTE; 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.
Page: 3

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
------
APPLY
RESID.
APPLI
METH
N
TIME
END
TOTAL10
- Indicates that this field is being overseeded (i.e. interplanted) Cr
winter annuals follow summer annuals.
+ - Dates shown reflect optimum uptake periods for nutrients. Waste
application may begin up to thirty(30) days prior to planting or
green -up of forages, and extend past optimum dates shown if
plant growth, pumping conditions, and PAN loading rates permit.
In interplanted fields (i.e. small grain, etc, interseeded
in bermudagrass), 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 to 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
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 mowed to a
height of about two inches before drilling for best results.
Page: 4

ANIMAL WASTE UTILIZATION PLAN
** Acreage figures may exceed total acreage in fields due to
overseeding
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above
CROP CODE i CROP I UNITS IPER UNIT
BH HYBRID BERMUDAGRASS-HAY TONS l 50
SG SMALL GRAIN OVERSEEDED AC 150
TABLE 1
TABLE 2
TOTAL
TOTALS FROM TABLES 1 AND 2
WETTABLE
LBS AW N USED
_ACRES
8.32
2704
0
0
8.32
2704
* BALANCE
-155.6
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 5

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables 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.
SLUDGE APPLICATION:
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 409..96 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 2049.8
pounds of PAN to. utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 6.83266666667 acres of land. If you apply the sludge to corn a --
the fate of 125 pounds of nitrogen per acre, you will need 16.3984 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25a depending on your
sludge waste analysis, soil, types, realistic yields, and application
methods:.
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 Tables 1 and 2. Failure to apply the recommended rates and
Page: 6

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The'following table is provided as a guide for establishing application
rates and amounts.
Tract Field Soil Type
72265 1 LSB
72265 -1
jApplication Rate`Applic. Amount
Crop
BH
l
SG
.5
(in/hr)
(inches)
*1.0
*1
* 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 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months_ In no instance should the volume of the waste be 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 Tables 1 and 2. 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 determining the amount of waste per acre and
the proper application rate prior to applying the waste.
Page: 7

ANIMAL WASTE UTILIZATION PLAN
NARRATIVE OF OPERATION
THIS WUP IS WRITTEN BASED ON A WETTED ACRES DETERMINATION DONE BY STAR MAREADY
THE ACTUAL SWINE NUMBERS USED IN THIS PLAN ARE BASED ON A AVERAGE LIVE WEIGHT
OF APPROXIMATELY 150000 LBS ANIMAL WEIGHT.
Page

WASTE UTILIZATION PLAN
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. If the producer does
rat 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
waste application. It is the responsibility of the owner or :n._
facility to secure an update of the Waste Utilization Pia."
there is a change in the operation, increase in the number �Df
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed,
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic cor_dicions, a:._1
level of management, unless there are regulations that r?s_t-ic-
the rate of application for other nutrients.
Animal waste shall be applied to land eroding less than G rcS
per acre per year. Waste may be applied to land that is
at S or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff l-=
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 _.
danger of drift from the irrigation field.
When animal waste is to be applied on acres subject zc
flooding, it will be soil incorporated on conventionally
cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the
a3es rot occur during a season prone to flooding. ; e`
an-d Climate in North Carolina" for guidance.)
�. Liquid. waste shall be applied at rates not to exceed the so_=
infiltration rate such that runoff does not occur offsite a::
surface waters and in a method which does not cause drift f CM
the site during application. No ponding should occur it or_:_r
to control odor or flies.
E. Animal waste shall not be applied to saturated soils, dur_.q
rainfall events, or when the surface is frozen.
D. Animal waste shall be applied on actively growing crops
a Tanner that the crop is not covered with waste to a deuth
::ould inhibit growth. The potential for salt damage from an—^ mal
'.waste should also be considered.
Page: y

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Taste 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 (or -her
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 195�
shall not be applied closer than 25 feet to perennial waters..
(See Standard 393 - Filter Strips).
12. Lnimal waste shall not be applied closer than 100 feet cc
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 propert,.-
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drai n_ageways, or wetlands by a discharge or by over-sprayig .
Animal waste may be applied to prior converted cropland prc:is=f
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on.
grassed waterways that discharges 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
the site.
1- ncmestic and industrial waste from washdcwn facilities,
showers, toilets, sinks, etc., shall not be discharged intc
anic.al waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (.lagoon embankments, bert�.s,
pipe runs, etc.). Areas shall be fenced, as necessary, Lc
protect the vegetation. Vegetation such as trees, shrubs, aid
other woody species, etc., are limited to areas where consid_r-a
appropriate. Lagoon areas should be kept mowed and accessi!le.
Berms and structures should be inspected regularly for evidence
cr erosion, leakage or discharge.
Page: 10

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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
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 -_
should only be applied preplant with no further applicationsci
animal waste during the crop season.
21. highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker- will
b_ 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
element. Zinc and copper levels in the soils shall be
m3ritored and alternative crop sites shall be used when th=s
metals approach excessive levels. pH shall be adjusted fcr
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry d
waste application records shall be maintained for
dears. Waste application records for all other waste shall
ma i :eta i r_ed for five ( 5 ) years.
2�. Dead animals will be disposed of in a manner that meets Norr'
Carolina regulations.
Page; 11

CAWNIP WETTABLE ACRE COMPUTATIONAL WORKSHEET
S'rATi0NARY SPRINKLER SYSTEM
I -arm Number (Identification): Mt Olive Livestock Mkt. Field Number ildenufic.mon,
h r: -attou System Designation: Existing Irrigation System
Number of Interior Hydrants: 1 Number of Exterior Hydrants: 10
Wetted Diameter, Feet: 270'
11%dr:int Layout. 160 x 160 based on a Nelson 150 full circle gun %%ith ou'; „�e!.,i!-
kt:dd the imgaice area per sprinkler/travel pull for the given wetted diameter From the ,Eppruhr,.,;
.,nd LOIumn based on pattern, spacing, and sprinkler/travel lane location.
11: drams:
inthyr
lntcrior
I h drant
Acreage
Number of
Interior
Hydrants
Exterior
Hydrant
Acreage
Nuniher of
Exterior
Hydrants
Tuml
Acres
.602
1
.772
10
7.72
TOTAL
N'E'll7ED
8.32
5w)n utcd by: Star Maready, Certified Technical Specialist, WUPIWA
Dupltn County Cooperative Extension
MaN 31. 2000 ~{
Specialist Sipawre: � • f.�1� ate. Mliv 31. 20uk,
tilatla�er Si�nalarC Date: Wq 31, 2000
Fit-

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:MT OLIVE LIVESTOCK
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 utilization plan for the farm named above. T
(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 tc the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be r
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 Distr.icr
and will be available for review by NCDWQ upon request.
Name of Facility Owner: MARION SYKES
(Please print)
Signature: i ' Date: 7 e
Name of Manager (If different from owner) :
Signature:
Date:
Name of Person Preparing Plan: (Please print)BILLY W. HOUSTON
Affiliation:DUPLIN SOIL AND WATER CONSERVATION DISTRICT
Phone No. 910-296-2120
Address (Agency): PO BOX 219
KENANSVILLE NC 28349
J
Signature: Date:
Page: 12

Pc-o Su-c -< '7t
ev
o vY•

r
W
SOC PRIORITY PROJECT: NO
IF Yes, SOC No.
To: Permits and Engineering Unit
Water Quality Section
Attention: Stephanie Milam
(Review Engineer)
Date: October 18, 2000
NON -DISCHARGE STAFF REPORT AND RECOMMENDATION
COUNTY: Duplin
Permit No. WQ0018836
PART I - GENERAL INFORMATION
1. Facility and Address: Mt. Olive Livestock Market
Post Office Box 601
Mt. Olive, North Carolina 28365
2. Date of Investigation: September 20, 2000
3. Report Prepared by: Edward Beck
4. Persons Contacted: Marion Sykes, vice President
Telephone Number: [phone]
5. Directions to Site: The site is located east of the Town of
Faison on the north side of NC Highway 403, approximately 0.5
mile west of the junction of NCSR 1304.
6. Size (land available for expansion and upgrading): The field
that is used for spray irrigation is approximately 10 acres
with approximately 8.3 acres being wetted. There does not
appear to be additional land available for irrigation.
7. Topography (relationship to 100 year flood plain included):
The elevation of the field varies from about 50 to about 40
feet msl. The portion of the field used for irrigation
appears to be above the flood plain.
Attach a U.S.G.S. map extract and indicate facility site.
USGS Quad No: M51 USGS Quad Name: Warsaw North
Latitude: 35 07' 0811 Longitude: 78 06'
8. Any buffer conflicts with location of nearest dwelling and
water supply well? No

L
9. Watershed Stream Basin Information: Goshen Swamp
a. Watershed Classification: C SW
b. River Basin and Subbasin No: 03-06-22
C. Distance to surface water from disposal system:500 ft
PART II - DESCRIPTION OF WASTES AND TREATMENT WORKS
1. a. Volume : 2,625 GPD (Design Capacity)
b. Types and quantities of industrial wastewater:
Wastewater is animal waste from short term holding of
hogs at a market -and from the washing of trailers that
are used to transport the animals.
C. Pretreatment Program (POTWs only): not needed
2. Treatment Facilities
a. What is the permitted flow limit? This is an existing
facility that was previously approved as an animal
operation.
b. What is the actual design treatment capacity of the
current facility ? Approximately 2,625 GPD
c. Please provide a description of existing or substantially
constructed wastewater treatment facilities: The
existing system consists of a lagoon with 472,476 gallons
of storage (6 months) and a spray field of 8.32 acres.
A pump with a portable motor and segments of irrigation
pipe are used to apply waste through a fixed gun that is
moved to specified points in the irrigation field to
irrigate coastal bermuda and overseeded oats in the
winter.
d. Please provide a description of proposed wastewater
treatment facilities: No changes are proposed.
3. Residuals handling and utilization/disposal scheme:
The waste utilization plan_ indicates that if solids are
removed from the lagoon every five years, approximately 6.8
acres of coastal bermuda will be needed for land application.
4. Treatment plant classification: Class I Spray Irrigation
5. SIC Code(s): 4789
Wastewater Code(s) Primary: 28 Secondary:
Main Treatment Unit Code: 300 3

PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant
Funds (municipals only)?
2. Special monitoring requests:
3. Important SOC, JOC or Compliance Schedule dates: NA
4. Other Special Items:
PART IV - EVALUATION AND RECOMMMATIONS
Mt. Olive Livestock Market is an existing livestock market that
specializes in marketing hogs that are not acceptable at the large
slaughter houses. The animals are held in the facility for short
periods of time, varying from two hours to twelve hours. Very few
remain in the facility for a full day. The population stated in
the application is an estimation of the average population. Fresh
water is used to clean the holding area by means of high pressure
washer after an initial hosing down to soften the material.
Wastewater from washing trailers used to transfer the animals is
also tributary to the treatment system. The lagoon was expanded
approximately six years ago and appears to have a stable dike wall
that is not very high relative to the surrounding terrain. At the
time of the site visit, the level measuring device indicated that
the lagoon level was approximately sixteen inches below the red
zone. The owner indicated that the lagoon had not been pumped in
six months.
A portable irrigation system is moved to flagged locations for
spraying waste onto the field. While this is labor intensive, the
owner indicates that irrigation is only required twice per year and
is not too difficult to set up. The spray field had a dense cover
of bermuda and weeds and needed cutting at the time of the
inspection. The field is overseeded with oats in the winter. The
owner relies on a contractor to harvest the hay and does not have
a good market for the product.
Currently, waste is irrigated to within 30 feet of the property
lines. There are no residences in the vicinity of the irrigation
field. There are no groundwater monitoring wells on the site.
Application rate calculations that were submitted in the package
were based on the expected waste contribution from a resident
population of 1,108 hogs. The calculations indicate that the
system is dependent on the winter overseeded crop to handle the
nitrogen in the wastewater. The technical specialist who prepared
the waste utilization plan indicated verbally that the nutrient
concentration is much lower than normal hog house waste based on
laboratory analysis. A copy of this data has been requested but
has not yet been received. A copy of the plans for the lagoon have
also been requested but not received. It appears that clay was
used in the lagoon construction but it probably does not meet the
standards for nonagricultural wastewater treatment systems.

The existing system does not comply with requirements for operation
under an individual nondischarge permit. The buffers from property
lines are not sufficient and there are no groundwater monitoring
wells. It is expected that the Groundwater Section will request
installation of groundwater monitoring wells. Analytical data that
characterizes the wastewater must be reviewed to determine if there
is sufficient land available to allow for nutrient uptake while
increasing the buffer from property lines. It is also necessary to
review plans for the lagoon to determine if sufficient capacity is
existing to provide for treatment and storage needs.
Please submit a request for additional information to the applicant
to provide sufficient data for a complete review of the
application. It is understood that the Groundwater section also
has identified a need for additional information. A complete
review will be done when additional information is provided.
(34ZA1
Signature of Report Preparer
Waterua y Regional Supe or
wg18836.090
CC: Wilmington Regional Files
Regional Groundwater Files
Central Files
10-1 S'-C�
Date
t0, (Cr
Date

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State of North Carolina
Department of Environmen RECE�TEI�
and Natural Resources
Division of Water Quality NOV 0 3 Z000
James B. Hunt, Jr., Governor BY:
Bill Holman, Secretary
Kerr T. Stevens, Director
James Marion Sykes, Vice President
Post Office Box 601
Mt. Olive. NC 28365
Dear James Marion Sykes:
October 10, 2000
� •
owAi
T 0
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Application No. NVQO=
_ tioiW Information Request.
Mt_ Olive Livestock Market, Inc.
Spray Irrigation System
Duplin County
The Non -Discharge Permitting Unit has conducted a preliminary review of the subject permit application package.
Additional information is required before we may continue our review. Please address the following items no Iater
than November 9, 2000.
Please provide a site map which indicates the land application site, buffers, structures, and property
lines; along with all wells. surface waters (100-year flood elevation, and surface drainage features
within 500 feet of the land application site.
Please note that comments from the Regional Office I Groundwater Section are pending at this time, and additional
requests may be necessary to address these comments. Please be aware that you are responsible for meeting all
requirements set forth in North Carolina rules and regulations. Any oversights that occurred in the review of the
subject application package are still the responsibility of the applicant. In addition, any omissions made in
responding to the above items may result in future requests for additional information.
Please reference the subject application number when providing the requested information. Three copies of all
revised and/or additional documentation should be signed, dated, and submitted to my attention at the address below.
Please note that failure to provide this additional information on or before the above requested date may result in
your application being returned as incomplete.
If you have any questions regarding this request, please do not hesitate to contact me at [phone], extension
544. Thank you for your cooperation_
Sincerely,
Stephanie Milam
Environmental En_sineer
Non -Discharge Permitting unit
Cc: David Goodrich, Groundwater Section, Central Office
Star W. Mareadv, Technical Specialist
Permit Application File WQ000 ( \A
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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 W i

7C 1 1
ISPU
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF
ENVIRONMENTAL MANAGEMENT UNLESS ALL OF THE APPLICABLE ITEMS ARE
.INCL' DED WITH THE SUBMITTAL
a. One original and four copies of the completed and appropriately executed applsca;ion form-
b. Toe appropriate permit procsina fey in accordance with 15A NCAC 2H .0205(c)(5).
c N )�sys�e rri
c- Five (5) sets of detailed plans and specifications si�eti _ `- _� _ The plans must
include a general location map, a topographic map, a site map ,
J`
zaap
sbowing the land application site, buffers, s=ctires, and property lines; along with all wells., surface waters (100-year flood
elevation), and surface d.-aimge features within 500 fart of the land application site.
Five (5) copies of an Operational Agreement (original and 4 copies) must be submitted if the wastewater treatment and disposal
facilities will be serving single family residences, condominiums, mobile homes, or town houses and if the subject facilities will
be owned by the individual residents, a homeowners association, or a develop.
e_ Rive (5) copies of all reports, evaluations, a2r--ments, supporting calculations, etc. must be submitted as"4-pa s%he-supae
.. e . < -
J cd it to be Y
g . For Single F<no=izcd,
(a through f above plus g. 1, 2, ,3)
1) A te.�th department denying the site for any permit that the health dp @,=ent has the authority to issue.
2) A soils scied) which describes the soil type, color, L.x=-- through the B horizon, and recom4amnded loaoinz
13S1t) _3) A sined an,ri and Maintenance Au eement.
h . For Other Than Single Family (a through f above plus h. 1, 2, 3, 4, 5, 6)
41 1) A ware balance anal vsis showing annual amotrut of wastewater that will need m be applied and the amount of land necessary
to reteiz-e the wastewater as the given loading rasa. Storage requirements >iltst be addressed and supporting calculations
�.iciry ,
2) A soils scientist repo: (signed) which includes texture, color, and stiu;^nl.t of soils down to a depth of seven feet, depth,
2--
thickness and ttipe of amy restiictive horizons, hydraulic conductSitF in the most resnctive horizon, Cation F:�han¢--
Capacity (C='C), depth of stasoua3 hil-gh water table, soil pH, and soils mar, Cif available).
tA� S3) For syst--ms terracing indtsaal %Tste or any syst^m with a design flow zrtater than 25,000 GPD a Hydrogeologic Report
pry vidine the extent znd lithologic char-aci--- of the unconfined aquifer, t-ancmissivity end spec yield of the tmconfmcd
aquifer, thiclmess and _t=eabiliry of the first confuting bed, groundwater quality and direction of movement, and an
e laluarion of impacts of the disposal syst= on water Levels, movement and quality.
�4) An agromotrust report (signed) which stares the type of vegetation that is piamned for the spray fields, along with mz3aggement
(� and harvest sc�.
7 F -
6) An analysis of the wastewat r, including hea`ry metals totals and synthetic organics, along with calculations for the most
li miitine constituemts - - - - --
:� ,-'FORM; SIDS 06194 Page 5 of 8

�Xt 5-hn °1 Pass 11-ki • . .
S�rc�y r r'tc�Qt-r &t"jj; y vsa� t Sys- 5
12. Specify the following information for the spray nozzles: psi; GPM
13. Specify the Ioading rate recommendation, as determined by the soils scientist:
inches per hour incises per week; inches per year
14- Specify the square footage of the wetted isigation area: square fee€,
and file cover crop: -- - -- _*
15. Specify the loading raze that will occur on the spray irrigation field:
inches per hour, inches per week; inches per year
16. The project must conform to the following buffers (and all other applicable buffers):
a) 400 feet betty--n wetted area and any residence under separate orvn,:�ship;
b) 150 feet between wetted area and property lines, 200 feet in coastal areas;
c) 100 feet between wetted area and a potable well:
d) 100 feet between wetted area and drainage ways or surface waters;
e) 50 feet between wetted area and public right -of -ways;
f) 100 feet between wastewater treatment units and a potable well;
g) 50 feet between wastewater treatment units and property lines.
17. If any of the burrs spw.sied in No. IV. 16 above are not being met, please explain how the proposed buffers will provide
equal or better protection of the Waters of the State. with no increased potential for nuisance conditions:.
I& N47E: 1f excavation into bedrock is required for installation of the septic tank or sand filter, the respective pit must be
Lined with at least a 10 mil synthetic liner. The engineer's signature and seal on this application acknowledges a
COIn.bT ittIIent to rR_E this requirement.
19. The spray irrigation field mist be fenced with a minir gum two strand barbed wire fencing. Briefly describe the fencing:
V. FACILITY DESIGN CRITERIA. FOR. OTHER TH42N SINGLE FAMILY SYSTEMS
1. _Pmvide a brief Listing of the componenrs of this treatment and disposal system, including dimensions and capacities of
tanks, pumping facilities, nozzles, high water alarms, filters, lagoons, package treamicut units, disinfection facilities,
imgation system, etc.:
194 Vim. csn- ��m- 1 —Eases=�•. Pew 4,l *� LA ImePR I Azwg Tarp nip p: p:da -�o sezonid
i 1
IROOM iizco,41 1P4r�-d �rr,U �%icam.! �m� r h rqtA e P&4 sPr;,rOP,
,
2. Name of closest downslope suffaor watccrs: Sloci i-.vf Cr&ek
_ -- 3. Cl2ssiucarioa of closest downslope surface wad (as established by the Environmental Management
Commission and specified on page 6 of S of this application).
PLX,� _. If a power failure at the pump station could impact wattt5 eiassifirli WS, SA, B, or SB, dcscrt6e which of the measmrs
Ion o }mare being imp - t-d. to pre7,,L,,
ch impact;, as req ' in 15A NCAC 2H .0200:
�n� - _ i� nc�l _4.
-FC1RM: SID �69 Page 3 of 8

Ca/eL �ae PaTA- &b. L&) LAP
S. Specify the loadinc, eau rxommcndanons as determined by the soils scientist (The Division will considered higher loading
rams in the dry months [June I - September 301 depending on the. soils scientist recommendations). If only one I
L)i'l,ze-ilm VC oadha,
rate will be proposed, that rate must be the most restrictive loading rate.
Dry Months (June I - September 30) 1 Li inches per hour-,' 1.0 inches per week
Wet Months (October 1 - May 31) a, H inches per hour; i.inches per week
Recommended Maximum inches per year
6. For industrial wastewater, an analysis of nutrients, heavy metals totals, and synthetic organici must be provided along with
appropriate calculations showing the loading rate, based on the most limitiug*constituent. The chemical analysis must
include, but shall not be limig to: Total Organic Carbon, Biochemical Oxygen Demand, Chemical Oxygen Demand,
Chlorides, Phosphorus, Ammonia, Nitrates, Phenol, Total Trihalomethanes, Toxicity Characteristic Leaching Procedure
Analyses, Total Halogenated Compounds, Total Coliforms, and Total Dissolved Solids.
What is the limiting non hydraulic constituent for this waste? 135 pounds per acre per year of
eued ird -aEion -7 -7
7. Specify the square footage of the w g area: square feet,
and the cover crop: LE-4-CLI-0 �rid 2w,;r
8. Specify the hy&-atilic loading rate that will occur on the spray irrigation held:
DryMonths (June I - S--ptemb,--r 30) inches per hour-, - L4 7-5 inches per week:
Wet Months (Oct6b--r 1 - 14ay 31) inches per hour, -4-7-S inches perweek
Maximum Application 14t7 inch-4sptr year
aS, 9B lbs. per acre per year of: A(I A-,2Q C-tZ (limiting constituent)
9- is hydraulics the limiting constituent? —Yes; No.
10. Specify the storage volume required by the water balance: gallons;
11. Volume of storage provided gallcros and yields- (00 —days
NOTE: Ntminium thirty days required at the design flow rate
days
12. If any of the applicable buffers noted in rV.16 are not being met, please explain how the proposed buffeers will provide
equal or better protc—crion of the Waters of the State with no increased potential for nuisance couffid=
z f)
13, The treatment and spray irrigation facilities must be posted and secured in some fashion to pvent ianth ed envy.
Briefly describe the measures being takenis PEI V'Ok jg'r_vem�, kren-1
Z' oya3d a_v� orfz:ots 'Qtr A'r'ficl
14. Is the treatment facility capable of treating the vi-astewater to at least secondary limits prior to storage (BOD5 5 30 m--/L;
TSS es N hat le e 30 m_aJL; NH3 :r, 15 mg/L; Fecal Coliform _-, 200 colonies/100 mI)? o. If No w — Y — v I of
treatment can be achieved?
15. Are treatment fadlity or spray fields located within IOD-year flood plain? Yes No. if Yes, briefly des-m-ba the
measures b=-- protective taken to protect against flooding.
16. List the Field Number of any spray fields that am located in areawhere the seasonal high water table is less thafi 3 feet
below the surb.---?
N that err being provided if domestic wasmwa= 17. Describe thi disinfection EadH
24:
SIDS. 06194,-o.
Pap 4 Of9
f
--n -
K

This form must be completed by the appropriate DEM regional office and included a3 a part of
the ptoject submittal information. -
INSTRUCTIONS TO NQ£-E'CN���✓IA�C.tS�
The classification of the downslope surface waters (the surface waters that any overflow from the fac iliry woub flow toward)
in which this spray irrigation system will be constructed must be determined by the appropriate DEM regional office.
Therefore, you are required, prior to submittal of the application package, to submit this form, with items 1
through. 7 completed, to the appropriate Division of Environmental Management Regional Water Quality Supervisor (see
page 8 of 8). At a minimum, you must include an 8.5" by 11" copy of the portion of a 75 minute USGS Topographic Map
which shows the location of this spray irrigation system and the downsiope surface waters in which they will be located
Identify the closest downslopc surface waters on the atrached map copy. Once the regional office has completed the
classification, reincorporate, this completed page and the topographic map into the complete
application form and submit the application package.
1. Applicant (specify name of the municipality, corporation, individual, etc.):r.( fa' �� �+ FS .
2
3.
Name & compete address of �- ; -?-
Telephone number:
(_ �� ) - ��(Lfo _
Project name: l Q-.tom S ii4c
4. Namc of closest downslope surface warers:
5. County(ies) where the spray irrigation
6. Map name and dare:
- 7. y a �.�.:..'.. , Sianaam,- and Date:
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where these sewers will be camszru=l, as identified on the attached
map S!-ganr=
Name of surface waItxs: -
- - Classification (as established by the Environmental Management Commission): ;
Proposed class%ficaation, if applicable-
Sig== of regional office persormch - ' Date:
(All artachmenn mast be sued)
`: FORM: SIDS 06194 Page 6 of 8 ' •�';�;= - : -= - _ -��-< "i.~

AJG 0.9 '00 1?:10 FR TR:TEC-Ti
[NC. 9119 634 6497 T]
191026719M F.02-�;
0 a
TRITEST, INC.
5909 Beryl Road
Raleigh, 1%TC 276C 1
'
�N Af
Telephone:
i919) 834-4984
Fax: [phone]
/
0d
NC/KW Cert . # : 067
L a b
o r a t o r y R e p o
r t
--
Prepared for
---
Page "_ of 2
Mr.
Marion Sykes
Repor= Da_e: 71/19/01
Mt.
01ive Livestock
'Marker
Date Received: G i 28.'0:
P-C_
Box
Mt. ,
01ive, \zC 2s365
Work Order # _ D006-0'.573
Cust. Code: =.594
Project TT): cust. P.O.#:
Project info: Industrial Wastewater
No, Sample ID hate Sampled Time Sampled Matrix Cond-.ticn
001 HOG LAGOON WATER 6/28/2000 8:5C Wine 41-2°C
Test Performed method results Tech Analyzed uLal
To=a_ :organic Carbon
EPA
41.5.1
32.6
mg/L
CB
7/12/C0
biochemical Oxygen Cenand
EPA
405.1
24_5
mg/L
TG
6/29/p0
Chemical Oxygen Demand
EPA
410.4
254
mg/?.
CB
7/O7/00
Chlorlde in Water
EPA
325.3
72.4
mg/L
CB
Tots: Phosphorus/Waters
EPA
365.2
9.59
mg/L
CB
7/49/3{
Ammonia in Water
EPA
350._
72.5
mg/L
CB
'/1G.i�0
Nitra'-e in Water
35317 -
c0.02
mg/L
CS
6/1.9/ 0
Pheno.s in Water
EPA
420 —
0,0250
Mg/L.
0C
7/13/JO
0,13t:l?6, Comb: rled 601/602
EPA
601/602
1Is
?; 1C/)O
Bror.odichloro othaLne
EPA
GD1
c1
ug/L
MB
7'1a/7;,
Brarotorm
EPA
601
<1
ug/L
MB
7/10/70
Eromomethane
EPA
601
<1
ug/L
MD
7/10/Gf1
Cabot: Tazrachloride
EPA
601
<1
ug/L
MB
7 /10 / a0
Chloroberaene
EPA
601
<1
ug/L
Mb
7,!10/On
chlo_oetha e
EPA
601
el
ug/L
Ma
7/1.0/4:
chloroform
EPA
601
<1.
Ug/L
MB
7; 10/Di
Chlcromethane
EPA
601
<1
ug/L
u.B
'7/2.0io:
0,LtrcmochlOroTnethare
EPA
601
til
ug/L
MB
7!101"0.
1,2-1)._ch.lorcbenzene
EPA
601
<1
ug/L
14D
7/10/0C
,3-D1chlorobenaene
EPA
601
<1
ug/L
MB
7,110,00
1,4-D:chlorcbenzene
EPA
601
41
ug/L
\".B
7/10/0C
D-ch1orodif
EPA
601
rl
ug/L
M2
7/10/0.-.
1, 1-i'',::1i1oroethane
EPA
601
<1
Ug/L
Imn
7/10/OC
1 , ?
EPA
601
c1
t:g/L
-MB
711F1 / C _
1,1-D:.chloroe thono
EPA
601
<1
Ug/L
?m
7.'10i00
t-i,a-nichlorcetheni-
EPA
601
<1
ug/L
ME
7;010i0c
:,2-Dicrloropropane
EPA
601
cl
ug/L
hB
7;10J"J0
c-1. 3 -Dicnloropropere
EPA
601
tl
ug./L
SSE
7/_0/00
Continued on Next Page

Id
PPG Cr '00 17:10 FR TRITEST, Dic. 9151 834 6497 TO 191626719Cr P.'%Z.:.. 0-
TRITEST, INC. Page 2 Cf 2
Labor a to r y Report
lf_ . 0i Livestock Market Report Date
?zoiect NO, Work Order V0. OCC.0 73
`7c , a7rp1e IJ
3 G 1 KD'G LA ,00N WAFER
:eat Perfo=ed Method ReaUlrS TBCh Ana:yzed 1ual
t-_, 3-=ichlcropropene
ZPA
601
<1
ug/L
MB
7 /1U/;;'-
rya-hNr-ti-ie Chloride
EPA
601
<1
ug/L
lyB
7/10/ 0:
1,:,2,2-Tazrachloroethane
EPA
601
-ME
71'10;0:
Te �a,hloioethene
EPA
601
el
ag/L
,AB
7/10/GO
1,.1,1--r2c loroeLhane
EPA
501
<1
ug/L
MB
7/10-0V
1.1.2 '='Yi_1.lnroeLhare
EPA
601
<1
,:g!L
1-18
7;10/00
Trier_=oropthene
ESA
541
r1
igfL,
1;
7/10/G-0
'Trj ,n_ornf,uoromerhane
EPA
601
<1
ug/L
MB
7,110;OC
'piny' Chloride
EPA
601
el
ug/l,
MH
7/lufot
3= vie
EPA
602
<1
ug/L
%m
7/10/QQ
C icr�benze :e
EPA
602
<1
ug/L
Ms
7/10 /0ri
1,-,-D;chlorobenzene
FPA
602
<1
ug/L
013
7/10/0C
1,:-Dithlorobenzene
EPA
602
<1
ug/L
MB
1/10/00
i,4-D_chl.-arobenzene
EPA
602
<1
ug/L
MB
71'10,'GO
Et:.1,.1bon2Qne
SPA
602
<1
ug /L
M-S
7 / 10 /C.
ete-'r.y: ter4-butyl ether
EiA
602
<1
ug/L
,B
7/1Lj0G
EPA
602
<1
ug/L
IMB
7/ 10 /00
-x --I
EPA
602
<1
ug/_
M3
7; 10 / n
rn-&p-fyleae
E2A
602 _
<2
ug/L
MB
7.,'! 1C
FQ,C21 coliforms/MF
SM
9222D
>60000 CFU/140:RL
KEA
6"28,•00
T:,tal :)LssDlved Salida
EPA
160.1
607
mg/L
3:
7!12; CU
#ANALYZED BY PACE ANA:-�YTICAL SERVICES IN ASHEVILLE, NC.
Report certified by:
,or Tritest, Inc.
? TOTPL P;GE , 07+ e

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State of North Carolina ��CE�VE�
Department of Environmen ,
Health and Natural Resour es MAY Y 9 3 199i •
Division of Water Quality
BY-:
James B. Hunt, Jr., Governor -
Jonathan B. Howes, Secretary ID FE N
A. Preston Howard, Jr., P.E., Director
May 16, 1997
TO: Regional Water Quality Supervisors
FROM: Dennis Ramsey 4/4
SUBJECT: Permitting Requirements, Commercial Animal Operations
It has come to the attention of the compliance group that some commercial animal operations such
as truck washes and buying stations that have been listed as animal raising facilities under the
2H.0217 criteria. Non animal raising operations are not covered by the 2H.0217 rules and should
be investigated to determine if an individual Water Quality permit is required.
The operations listed below appear to be in this category. Please determine if these facilities are
animal raising facilities or "other" facilities. We will contact those facilities identified as
commercial operations to inform them of their requirements to apply for coverage under a non -
discharge permit. There may be other operations in your region that also are not animal raising
operations and not listed below. Please notify us of any registered or certified operations that you
determine are not animal raising operations, so that we may contact them. Thank you for your
assistance in this matter.
Facility numbers:
04-27
04-29 /
"-5~
52-48
82-635
82-685
82-687
If you need any addition information or clarification please contact either Sue Homewood at 919-
733-5083 (ext 502) or myself (ext. 528.)
cc: Steve Tedder
Don Safrit
Coleen Sullins
Andy Oakley
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,
Health and Natural Resources
James B. Hunf, Jr., Governor
Jonathan B. Howes, Secretary
November 13, 1996
Marion Sykes
Mt. Olive Livestock
PO Box 601
Mt. Olive NC 28365
SUBJECT: Operator In Charge Designation
Facility: Mt. Olive Livestock
Facility ID#: 31-555
Duplin County
Dear Mr. Sykes:
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 919/733-0026.
Sincerely,
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 27687. NvfCAn
Raleigh, North Carolina 27611-7687 Equal Opportunity/Affirmative Action Employer
Voice 919-715-4100 - 50% recycled/100% post -consumer paper

AN MAL WASTE MANAGEMENT PLAN CERTWCATION FOR&JqgWWEEDLOTS
WATER QUALITY SECTION
Please return the completed form to the Division of Environmental Management at WwAdress on the
reverse side of this form. U
Name of farm (Please print)
Mailing Address:
/Yl . Olive, . Nc. �Zy���,r Phone No.: gig — 6s-,y� 6601
County (of farm): &nl,^
Farm location: Latitude and Longitude: 35-- * o,, Dom" (required). Also, please attach a
copy of a county road map with location identified.
Type of operation (swine, Iayer, dairy, etc.) :I 5, iA-&,
Design capacity (number of animals) : Ilog- ::r
Average size of operation (12 month population avg.):
Average acreage needed for land application of waste (acres)
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant
to 15A NCAC 6F .0005, I certify that the existing animal waste management system for the farm named
above has an animal waste management plan that meets the operation and maintenance standards and
specifications of the Division of Environmental Management and the USDA - Soil Conservation Service
and/or the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001 - .0005. The following elements and their corresponding minimum criteria have been
verified by me or other designated technical specialists and are included in the plan as applicable: minimum
separations (buffers); adequate quantity and amount of land for waste utilization (or use of third party);
access or ownership of proper waste application equipment; schedule for timing of applications; application
rates; loading rates; and the control of the discharge of pollutants from stormwater runoff events less severe
than the 25 - year, 24 - hour storm.
✓ When checked, see reverse side of form for coi
Name of Technical Specialist (Please Print):
Affiliation (Agency):
Address (Agency):
Signature: 011,rq,6
V If
BILLY W. HOUSTON
DUPLIN S & W CONSER. DIST.-
PO BOX 277 KENANSVILLE NC
TELEPHONE [phone]
Owuer/Manager Agreement
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) also understand that there must be no discharge of animal waste
from this system to surface waters of the state either directly through a man-made conveyance or through
runoff from a storm event less severe that the 25-year, 24-hour storm. The approved plan will be filed at the
farm and at the office of the local Soil and Water Conservation District.
Name of Land Owner (Please Print): f 14.0 q
Signature:Date:-�s:--�e
Name of Manager, if differen from owner (Please print):
Signature: Date:
Note: A change in land ownership requires notification or a new certification (if the approved plan is changed) within 60 days of a title transfer.
DIEM USE ONLY: ACE# C 0 °1777 f

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Site Requires Immediate Attention:
Facility No. 31 - SAS
DIVISION OF ENVIRONMENTAL MANAGE2NIE?iT
ANL U AL FEEDLOT OPERATIONS SITE VISITATION RECORD
DATE. l i - Z , 1995
Time: 2 ►mil S
oe
Farm Name/Owner: mi. O l the L iyc'5*�c Ic_ Yn A e'VAJ . SLf L'E5
Mailing Address: Q O f QV 4151 w4, 01.-
County: I ri
Integrator.
Phone:
On Site Representative: 1!1hu i LeS '5495 Phone: e6"1- l 5yl
Physical Address/Locadon: 44OU 403 54 2
Type of Operation: Swine *Y Poultry Cattle
Desin Capaciry: 51000.- Number of Animals on Site:
DEM Certifacation Number- ACE DEM Certificarion dumber: ACNEW
Latitude: *35 ° 0 '7 0 q " Longitude: ' ©& ' 8 7 " Elevation: Feet
Circle Yes or No
Does the Animal Waste Lagoon have sufficient freeboard of 1 Foot + 25 year 24 hour storm event
(approximately 1 Foot + 7 inches) �r No Actual Freeboard: —AL-Ft. Inches
Was any seepage observed from the lagoon(s)? Yes odp Was any erosion observed? e5i or No
Is adequate land available for spray? es or No Is the cover crop adequate? d;or No
Crop(s) being utilized:
Does the facility meet SCS minimum setback criteria?. 200 Feet from Dwellings?G�s or No
100 Feet from Wells? 17vor No
Is the animal waste stockpiled within 100 Feet of USGS Blue Line Stream? Yes oP67
Is animal waste land applied or spray irrigated within 25 Feet of a USGS l lap Blue Line? Tyr No
Is animal waste discharged into waters of the state by man -trade ditch, flushing system, or other
similar man-made devices? Yes oro If Yes, Please Explain_
Does the facility maintain adequate waste management records (volumes of manure, land applied,
spray irrigated on specific acreage with cover crop)? Yes ore
Additional Com�ments: '
al "
Inspector Nam '0
cc: Facility Assessment Unit
ignature
Use Attachments if Needed_

1STR.3TION ORM FOR ANIMAL : _E.DT_,OT OPE R TIONTS
N ri r- Depa_'`. ent o'f Environment, health and Natural Resources
�- ''•�"� �� Division of Environmental Management
WATER Le'J� ,TY
r Quality Section
Pianring Branch �I Zu Water
_ nimal waste management system
for your feedlot operation
JLs
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
by
a liquid waste system, :.hen this
form must be filled
out and :nailed
by December 31, 1993 pursuant to
15A NCAC 2H.02i7 (c)
in order to
be
deemed permitted by DEM. Please
print clearly.
Farm Name: rlvkh� �/L�(l/`� Ir(.�STdc / /!rr/c�
Ma; 1__^.Q Address �101 &A- (0/0 / - /%l.
-P z
County: 1214fo�' Phone
r
�19 sy- 44 D I
Ovine_ (s) Name:
!tanager (s) Name: Ma rlo.,
lessee Name:
=ar:n Location. (Be as sp/eci=_c as possible: road names, direction,
nileoost, etc .) A i /F3 Ea �`,p ^F F4r�odx ' �r �hy O r 11"It
1/03� T '
_ac=tud,e/L ongitude i f known:
Desicn caoac_ty of animal Waste rz-ianagerlenz sysze... (:iL'.: ¢= and type
.._ ccr.=_net an_:na_ (s) } llO� �'pcde� +� F;.+;sla has�el on �, t.&., �:1,
^VVJ.iAI► G� 11+9 S90 Al
Average animal population on the farm (Number and type of animal (s)
raised) //Dy Fpp,4t, -l-o F,'n jrA ,p-a^�orQ.�.e��i/J`:P Wv 10 - of
Year Production Began: 90 ASCS Tract No.:
ype of Waste Management System Used: Z f 9�, oon rr, f
Acres Available for Land Application of Waste:-8- S h'G re'5
Owner (s) S ignature (s) :
3 1 — 555
3

State of North Carolina
Department of Environment,
VPT-11:-
Health and Natural Resources
Division Qi EnvircrinnientIGI Mcncgementl
James B. Hunt, Jr„ Governor ID
Jonathan B. Howes, -Secretary
A. Preston Howard, Jr., P.E., Director
June 22, 1993
Marion Sykes
P.O. Box 601
Mt. Olive NC 28365
Dear Mr. Sykes,
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 certification form to DEM by December 31. 1997.
New or expanded feedlots constructed after December 31, 1993 must obtain signed certification
before animals are stocked 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].
Sincerely,
Steve Tedder, Chief
Water Quality Section
P.O. Box 29535, Rdeigh, North Ccarorina 27626-0535 Teiephone 914 733-7015 FAX [phone]
An Equd oppodimity AftmatW Action Employer 50% recycled/ 10% pod -corm imer paper

k e t A p P oC) 3c,
6dmat
Operator:Marion Sykes County: Duplin Date: 05/_12/93
Distance to nearest residence (other than owner): 0 feet
1. STEADY STATE LIVE WEIGHT
0
Sows
( farrow to finish)
X
1417
lbs. =
0
0
Sows
(farrow to feeder)
X
522
lbs. -
0
1108
Head
(finishing only)
X
135
lbs. =
149580
0
Sows
(farrow to wean)
X
433
lbs. =
0
0
Head
(wean to feeder)
X
30
lbs. =
0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 149580
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 149580 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1.0 CF/lb. SSLW
Volume = 149580 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE NOT COMPUTED AT .LANDOWNER
Volume = 0 cubic feet REQUEST. SLUDGE TO BE
BE REMOVED AS NEEDED.
4. TOTAL DESIGN VOLUME
Inside top: length 400 feet ; width 150 feet
Top of dike at elevation 50.00 feet
Freeboard 1.0 feet Side slopes 2.5:1(inside)
Total design lagoon liquid level at elevation 49.00 feet
Bottom of lagoon at elevation 38.00 feet
Seasonal high water table elevation 0.00 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 395.0 145.0 11.00
-AREA OF TOP
LENGTH X WIDTH
395 145
AREA OF BOTTOM
LENGTH X WIDTH =
340 90
AREA OF MIDSECTION
LENGTH X WIDTH X 4
368 118
57275 (Area of Top)
30600 (Area of Bottom)
172725 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsection)+Area Bottom] X Depth/6
57275 172725 30600 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 477767 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
400 150 60000 Square Feet
Buildings (roof and lot water)
Length X Width =
20 50 1000 Square Feet
TOTAL DA 61000 Square Feet
Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 149580 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 36617 Cubic feet
B. Volume of wash water
This is the amount of fresh water used for washing floors or
volume of fresh water used for a flush system. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 8571 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 206254 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall - 7.0 inches
Volume = 7.0 Inches X DA / 12 inches per foot
Volume = 35583.333 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot X DA
Volume = 38125 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 36617 Cubic feet
5B. 206254 Cubic feet
5C. 35583 Cubic feet
5D. 38125 Cubic feet
TOTAL 316580 Cubic feet

r
Total required volume = 466160 Cubic feet
Total design volume avail.= Cubic feet c-A:". cc�.
Min. reqrd. trtmnt. vol. plus sludge accum.= 149580 Cu. Ft.
At elev. 44.00 Ft; Vol= 224100 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 439642 Cu. Ft.
At elev. 48.30 Ft; Vol= 438333 Cubic feet (start pumping)
Seasonal high water table elevation is 0.00 Feet, which must
be lower than the elevation of top of treatment volume 44.00
DESIGNED BY: APPROVED BY:
DATE:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:
I
�eccr� /✓��S

1
O erator-_------___=-----------------===—>Mari,n Sy
P '
---------------- == Q5/12/93
Da a====== ----=------------------------ >
Dist. nearest residence (other than owner)==>
Sows (farrow to
Sows (farrow to feeder)=---___=___________>
Head (f inishing)=====---__ --------------->
Sows (farrow to wean)_______________________>
Head (wean to feeder)__________________ ____>
Storage volume for sludge accum. (cu.ft.)===>
Treatment Volume (min. 1 cu. ft. per lb.)===>
Inside top length________________ =_________>
Inside top width____________________________>
Top of dike at elevation=====_______________>
Freeboard___________________________________>
Side Slopes______________________ __________>
25 year - 24 hour rainfall__________________>
Bottom of lagoon at elevation_______________>
Total required volume______________> 52415
Total design volume available=====_> 52892
Design end pumping elevation________________>
Min. required treatment volume=====> 32400
Trmt. vol. at end pumping avail.===> -229267
Design start pumping elev.__________________>
Min. required perm. + temp. volume=> 46642
Design vol. at start pumping avail.> -229267
Seasonal high water table elevation=====____>
240
0
1
100
100
50.00
1.0
2.5
7.5
38.00
NOTE! Verify that temporary storage is adequate: -
Min. required temporary volume=====> 20015 + 3�C'+°1� ' 32.D 5 '1
Design temp. vol. avail=====_______> 282158 } = 5"C'2'

i
Operator_____________- -__-_____-__________ =>Mari..ri Sy
County____________________________________>Duplin
Date________________________________________>05/12/93
Dist. nearest residence (other than owner)==>
Sows (farrow to finish)=====_____________ _>
Sows (farrow to feeder)===__________________>
Head (finishing)====--------------------- --> 868
Sows (farrow to
Head (wean to feeder)===____________________>
storage volume for sludge accum. (cu.ft.)===> 0
Treatment Volume (min. 1 cu. ft. per lb.)===> 1
Inside top length___________________________> 355
Inside top width____________________________> 150
Top of dike at elevation____________________> 50.00
Freeboard___________________________________> 1.0
Side Slopes_________________________________> 2.5
25 year - 24 hour rainfall__________________> 7.5
Bottom of lagoon at elevation_______________> 38.00
Total required volume______________> 417672
Total design volume available=====_> 419604
Design end pumping elevation===_____________>
Min. required treatment volume=====> 117180
Trmt. vol. at end pumping avail.===> 195750
Design start pumping elev.__________________>
Min. required perm. + temp. volume=> 385698
Design vol. at start pumping avail.> 384683
Seasonal high water table elevation=====____>
NOTE! Verify that temporary storage is adequate:
Min. required temporary volume=====> 300492
Design temp. vol. avail=====_______> 223854

0r,01019Z
•
r
I" 1
140,

Owner
Marion Sykes
Manager
lCharles Sykes
Address
ti
'G a 10
Fac. 11y: esn'e'raInform 'I
Certified
Farm Name
Mt. Olive Livestock
Phone Number
19-658-6601
Lessee
--------- - ----- - - -------- - - - ------ - - ---------- ----------- - ----------- - -------------------
PO Box 601
Mt. Olive NC 25365
Region
rARO
0 MRO C, WARO 0 WSRO
FRO 0 RRO 00 WTRO 1 8
Location
2 .m.. ­.. e.a.st.' 6.f.F.a.is.o NC 6 ri IivY. AW-
... .......
......................... —.1-1 ........... — ......
.................... I., ....... I ......... .........................
.............. I ............................. ......................
................................ I ....... .....................
....... .................... ........
Certified Operator in Charge IJames M. '11Sykes
Backup Certified Operator
Comments
buying/transfer station per WTRO. WERO will notify by letter of requirement to apply for individual
Nondischarge permit.
.tee e
Date inactivated or closed .....
......... I � .......... —... .. . ...................
---- — ------ — ------- — ------- — -----
Type of Operation
a Swine [3 Poultry 0 Cattle 0 Sheep [3 Horses 0 Goats El None
Design Capacity
............. .... ..
,ayes
U NonLay
.......... ........
. ..... ........ 1
..........
. .. ............... .......
Y.-OW
Total 1,I08 Swine
.. .........
................
..... ........
SSLW 149,580 3 Feeder to Finish
.. ...... . . .....
IV". NUNN-'
ME
. . . . . . . . . . . . . . . . . .........

Latitude
Longitude
35.1189
Request to be removed Removal Confirmation Recieved
Comments
r
Regional DWQ Stag'
78.1014
x`.
Basin Name: Icape Fear