820008_CORRESPONDENCE_20171231

WASTE UTILIZATION PLAN
NPDES PERMIT RENEWAL - 2007
REGIONAL OFFICE - APS
❑ ASHEVILLE
X_ FAVE7TEVILLE
❑ MOORESVILLE
❑ RALEIGH
❑ WASHINGTON
❑ WILMINGTON
❑ WINSTON-SALEM
FARM NO: RZ� ovod"

PLAN C
Facility Ni
Facility Nt
Certified
1. Curren
lowest poi
in the lags
Lagoon N
Spillway(
Level(inch
2. Check
X
III
IF ACTION(Poa)
FOR
HIGH
FREEBOARD
AT
ANIMAL
FACILITIES
ember.
82-5
County:
Sampson
ime:
operator
Name:
Shady Branch QuwhifFle Nursery
Tim Mitchell lOperator Number:
22984
t liquid
1
ritvn tt�e
level(s)
!
top
in inches as measured from the current. liquid level in
1 1 ' i ! 1 1 I 1 ! 1 I
of the-dam-for-lago>uns vithouG spiftways and from the curnent
the
I 1
lagoon
iiquid-tevet
' I
to the
1
ion to the
tiott
�m of the spillway for I i goons with spillw ys
ame11D:
or N):
Lagoon 1 agoon 2 Lagoon 3 Lagoon 4 Lagoon 5
r2 ! 1 13 141 1 5
I I I I N I I IN I I I NJ I I N
I
all applicable
liquid!
items
_ Ll
I !
Five and
within
level Is within the designed structural freeboard
+ ' ' I k i I + I
30 day Plans of Action are attached.
acceptable ranges.
elevations
! E I
Hydraulic.and
'
agronomic
of
I
one or more structures.
I 1 1
balances
I are
Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Pian of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates fro depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 9/2212018
I hereby certify that 1 have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Shady Branch Properties Craig Richardson Phone:
Facility Owner/Manager (print)
Date
Facility Owner/Manager (signature)
910-284-2061
9/28/2018

Oct 07 2015 12:06PM HP Fax
page 6
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 82-8
County: Sampson
Facility Name: Shady Branch Quwhiffle Nursery
Cer-ified Operator Name:
Tim Mitchell
Operator Number: 22984
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/1D: 2 5
Spillway(Y or N): N N
Level(inches): 18 is
2. Check ali applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWo prior to transfer of waste to a site
not covered in tite facility's CAWMP.
Operation will be parially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates fro depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels andherd population for #rte receiving facility
3. Earliest possible date to begin land application of waste: 1018/2015
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Shady Branch Properties Craig Richardson Phone:
Facility Owner/Manager'(print)
Date:
e�adity (5wh / anager ignature)
910-284-2061
10/812015

0
Oci 07 2015 12:05PM HP Fax
page 7
II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
I.
Structure ID: 2
line m = B0.0 Ib PAN
2
Structure ID: 5
line me 101.1 Ib PAN
3.
Structure ID:
line m = Ib PAN
4.
Structure ID:
fine m = Ib PAN
5.
Structure ID:
line m = Ib PAN
6.
Structure ID:
line rn = Ib PAN
n. lines 1 + 2 + 3 + 4 + 5 + 6 181.1 lb PAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract # p. field #
q. crop
r. acres
s. remainhg IRR t. TOTAL PAN u. application window'
2 PAN balarim BALANCE FOR
(/:)/acre} FIELD (lbs.)
column r x s
10342
15 small grain
overseed
2.57
50.00
128.5 §2p -Apr
10342
16 small grain
overseed
3.55
50.00
182.5 Sep -Apr
8175
17 small grain
overseed
4.69
50.00
234.5 Sep -Apr
11844
18 small grain
overseed
4.44
50.00
222.0 Sep -Apr
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 767.5 Ib., PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (fine n from section II) = 181.1 ib. PAN
PoA (30 flay) 2121/00

Oct 07 2015 12:07PM HP Fax
page 8
x. Crop's remaining PAN balance (tine v from section III) = 767.5 Ib. PAN
y. Overall PAN balance (w - x) = -586 Ib. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduc.ion Options, recalculate new PAT!
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facility.
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
availatle for pumping if needed.
PoA (30 Day) 2121100

Oct. 07 2015 12:07PM HP Fax
Page 9
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Narnelldentifier (ID); 2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
Y a. current liquid level according to marker 18.0 inches
b. designed 25 yr./24 hr. storm $ structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = %1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 23Q79 fe
e. line c/12 x line d x 7.48 gallonslft' 14386 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design19048 ft3
h. current herd # 2500 certified herd #1 2500
actual waste produced = current herd # x line g = 19048 f'
certified herd #
i. voturne of wash water according to structural design
I
j. excess rainfall over evaporation according to design
k. (lines h + i +j) x 7.48 x 30 dayslline f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 6/1412015
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2121100
Oft,
14aao ft'
41200 gallons
1.44
lbs/1000 gal.
80.0 lbs. PAN

Dct'07 2015 12:07PM HP Fax
page 10
PLAN OF ACTION (PDA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRICTURE
1. Structure Namelldentifier (ID): 15
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 18,0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 1.0 inches
d. tap of dike surface area according to design
(area at below structural freeboard elevation) 22831 ft2
e_ line c112 x line d x 7.48 gallons/W 14231 gallons
3. Projected volume of waste liquid produced during draw down period
f: temporary storage period according to structural design 180 days
g. volume of waste produced according to structu ral design 19048 W
h. current herd # 2600 certified herd #F-----26001
actual waste produced = current herd #I; x line g = 19048 ft'
certified herd #
i. volume of brash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f-
4. Total PAN to be land applied during draw down period
I. current waste analysis dated L6/10/2015
m. ((lines e + k)/1000) x line i =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00
ft3
13852 fl3
41015 gallons
1.83 lbs/1000 gal.
101.1 lbs. PAN

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:
Facility Name:
82-8 County: Sampson
Shady Branch Quwhiffle Nursery
Certified Operator Name
Tim Mitchell
Operator Number:
22984
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Name/ID:
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
2 5
N N
18 18
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates fro depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste:
1 01812 01 5
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Shady Branch Properties Crai2 Richardson Phone:
Facility Owner/Manager (print)
Date:
Facility Owner/Manager (signature)
910-284-2061
10/8/2015

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: 2
line m =
80.0 Ib PAN
2.
Structure ID: 5
line m =
101.1 ib PAN
3.
Structure ID:
line m =
Ib PAN
4_
Structure ID:
line m =
Ib PAN
5.
Structure ID:
line m =
Ib PAN
6.
Structure ID:
line m =
Ib PAN
n. lines 1+2+3+4+5+6= 181.1 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract ,# p. field #
q. crop
r. acres
S. remaining IRR t. TOTAL PAN u, application window'
2 PAN balance BALANCE FOR
(lblacre) FIELD (lbs.)
column r x s
10342
15 small grain
overseed
2.57
50.00
128.5 Sep -Apr
10342
16 small grain
overseed
3.65
50.00
182.5 Sep -Apr
8175
17 small grain
overseed
4.69
50.00
234.5 Se -Apr
11844
18 small grain
overseed
4.44
50.00
222.0 Sep -Apr
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 767.5 Ib. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 181.1 lb. PAN
PoA (30 Day) 2121100

x. Crop's remaining PAN balance (line v from section 111) = 767.5 Ib. PAN
y. Overall PAN balance (w - x) = -586 Ib. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. for pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facility.
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
PoA (30 Day) 2121100

i
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1�t�1t1�1>l�sIi)��71�i•-1► I X7_1 � ��L�77 �3�i'LF-�l�-��31I+�1:�
1. Structure Name/Identifier (ID): 2
2_ Current liquid volume in 25 yr -/24 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 23079 ft'
e. line c/12 x line d x 7.48 gallons/ft' 14386 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 19048 ft3
h. current herd # 2500 certified herd # 2500
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f--
4.
=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated I 6/10/2015
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00
19048 ft'.
® ft3
14000 ft'
41200 gallons
1.44 lbs/1000 gal.
80.0 lbs. PAN

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 5
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19A inches
c. line b - line a (inches in red zone) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 22831 Jft2
e. line c/12 x line d x 7.48 gallons/W 14231 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 19048 ft3
h. current herd # 2600 certified herd # 2600
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f--
4.
=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 6/10/20151
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2121100
19048 ft's
�ft3
L___ 13852 ft3
41015 gallons
1.83 lbs/1000 gal.
101.1 lbs. PAN

DENR-FRC,
JAN t S 2013
rwo
John E. Skvaria, III
Secretary
In accordance with your Notification of Change of Ownership received January 22, 2013, we are hereby
forwarding to you this Certificate of, Coverage (COC) issued to Shady Branch Properties, LLC,
authorizing the operation of the subject animal waste management system in accordance with General
Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Shady Branch Farms, LLC Quwhiffle, located in Sampson County, with a swine
animal capacity of no greater than the following annual averages:
Wean to Finish:
Wean to Feeder: 15600
Farrow to Finish:
Feeder to Finish:
Farrow to Wean:
Farrow to Feeder:
Boar/Stud:
Gilts:
'Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
The COC shall be effective from the date of issuance until September 30, 2014, and shall hereby void
Certificate of Coverage Number AWS820008 dated October 1, 2009. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit, Please pay careful attention to the
record keeping and monitoring conditions in this permit. Record keeping forms are unchanged with this
General Permit. Please continue to use the same record kegping forms.
1636 Mail Service Center, Raleigh. North Carolina 27699-1636
Location: 512 N. Salisbury SL Raleigh, North Cam6na 27604
Phone: [phone] FAX: [phone]
Internet www.ncwateraualitv.om
An Equal oppor4mity 1 Affirmative Action Employer
l'Carolina
Naunally
AA h
irCUERR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Par McCrory
Charles Wakild, P.E.
Governor
Director
January 24, 2013
Shady Branch Properties, LLC
Shady Branch Farms, LLC Quwhiffle
100 Lake Drive
Clinton, NC 28328
Subject:
Certificate of Coverage No. AWS820008
Shady Branch Farms, LLC Quwhiffle
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear Shady Branch Properties, LLC:
DENR-FRC,
JAN t S 2013
rwo
John E. Skvaria, III
Secretary
In accordance with your Notification of Change of Ownership received January 22, 2013, we are hereby
forwarding to you this Certificate of, Coverage (COC) issued to Shady Branch Properties, LLC,
authorizing the operation of the subject animal waste management system in accordance with General
Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Shady Branch Farms, LLC Quwhiffle, located in Sampson County, with a swine
animal capacity of no greater than the following annual averages:
Wean to Finish:
Wean to Feeder: 15600
Farrow to Finish:
Feeder to Finish:
Farrow to Wean:
Farrow to Feeder:
Boar/Stud:
Gilts:
'Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
The COC shall be effective from the date of issuance until September 30, 2014, and shall hereby void
Certificate of Coverage Number AWS820008 dated October 1, 2009. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit, Please pay careful attention to the
record keeping and monitoring conditions in this permit. Record keeping forms are unchanged with this
General Permit. Please continue to use the same record kegping forms.
1636 Mail Service Center, Raleigh. North Carolina 27699-1636
Location: 512 N. Salisbury SL Raleigh, North Cam6na 27604
Phone: [phone] FAX: [phone]
Internet www.ncwateraualitv.om
An Equal oppor4mity 1 Affirmative Action Employer
l'Carolina
Naunally

`If your Waste Utilization Plan (WUP) has been developed based on site-specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed_
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per 15A NCAC 2T .0105(h) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 -foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
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, then an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a rename 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 Animal Feeding Operations Unit for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition 11.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated- with a tropical system for the county in which the facility is located. You
may find detailed watch/warning information for your county by calling the Raleigh, NC National
Weather Service office at [phone], or by visiting their website at: www.erh.noaa.govlerlrah/
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at
[phone].
Sincerely,
for Charles Wakild, P.E.
Enclosure (General Permit AWG 100000)
cc: (Certificate of Coverage only for all ccs)
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
APS Central Files (Permit No. AWS 820008)
AFO Notebooks
Murphy -Brown, LLC

��
HCDENR
North Carolina Department of Environment and Natural
Pat McCrory
Governor
Shady Branch Farms, LLC
Quwhiffle Farm
100 Lake Drive
Clinton, NC 28328
Dear Shady Branch Farms, LLC:
September 15, 2015
rff'--a I IF E
RI M D'D
SEP 17 2"'.+
Reso prEVI Lr R; P! N ", ;;}E ris E
Donald R. van der Vaarl
Secretary
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS820008
Quwhiffle Farm
Animal Waste Management System
Sampson County
The Division of Water Resources (Division) received your sludge survey information on June
19, 2015. With the survey results, you requested an extension of the sludge survey requirement
for the Lagoon No. - 6 at the Quwhiffle Farm. Due to the amount of treatment volume available,
the Division agrees that a sludge survey is not needed until 2017 for Lagoon No. 6.
The next sludge suryey for the Lagoon No. 6at this facility should be performed befo
December 31, 2017.
Please call me at [phone] if you have any questions.
Sincerely,
J.R. Joshi
Animal Feeding Operations Program
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS820008
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone]ntemell: http:/lwww.ncwater.org
An Equal OppDounity 1 Affirmative Action Employer — Made in past by recycled paper

A.
Murphy -Brown LLc
RECEIVED
FEB 2 3 2011
DERR 4AYETT0ALLE REGIONAL OFflCE
February 17, 201 1
Aquifer Protection Section
NCDENR, DWQ
Fayetteville Regional Office
225 Green Street
Suite 714 I Systel Bldg.
Fayetteville, NC 28301-5043
Subject: Burial Site Map for
Quwhiffle Nursery #3; Fac. No.: 82-8
Sampson County
PO Drawer 856
2822 Hwy. 24 West
Warsaw, NC 28398
Tel: [phone]
Fax: [phone]
Enclosed please find a copy of the map of the burial site for the above-mentioned facility where on
February 3, 2011, Nursery #3 burned to the ground along with approximately 2600 wean -feeder pigs,
which were buried in accordance with the facility's CAWMP and the NCDA&CS Veterinary Division's
Statutes and regulations. Please place in the appropriate files.
If you have any questions regarding this matter, please do not hesitate to call me at [phone] ext.
5363.
Cc: Murphy -Brown, LLC Files
Sincerely,
Kevin Weston, CID
Environmental Compliance

Murphy -Brown, LLC 4/2/2009
NUTMENT UTILIZATION PLAN
Grower(JCT, LLC
Farm N 'FA*Eillll %Q0NAfnMM Quwhiffle
County: Sampson
Farm Ca acit :
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder 15600
Feeder to Finish
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
RECEIVED 1 DENR 1 DWQ
Aquifer protPrtion section
APR 0 6 2009
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste'based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, W, tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3212 gal/yr
gal/yr
Farrow to Feeder
4015 gal/yr
gal/yr
Farrow to Finish
10585 gaVyr
gal/yr
15600
Wean to Feeder
223 gallyr
3,478,800 gal/yr
Feeder to Finish
986 gaVyr
gaVyr
Total 3,478,800 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Ty2e, Nitrogen Produced eer Animal Total
Farrow to Wean
5.4 lbs/yr
lbs/yr
Farrow to Feeder
6.5 lbs/yr
lbs/yr
Farrow to Finish
26 lbs/yr
lbs/yr
15600
Wean to Feeder
0.48 lbs/yr
7,488 lbs/yr
Feeder to Finish
2.3 lbs/yr
lbslyr
Total 7,488 lbs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 79.96
Total N Required 1st Year: 25073.8925
Total N Required 2nd Year: 23088.11
Average Annual Nitrogen Requirement of Crops: 24,081.00
Total Nitrogen Produced by Farm: 7,488.00
Nitrogen Balance for Crops: (16,593.00)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of8

Reception Area Specifications
Tract
Field
Irrigated
Acrea e
Soil
Two
1st Crop
Code
Time to
Apply
1st Crop
Yield
1st Crop Lbs NlAc
Lbs NlUnit Residual
Lbs N
!Ac
Total lbs N 2nd Crop
Utilized Code
Time to
Apply
2nd Crop 2nd Crop Lbs NlAc
Yield lbs NlUnit Residual
Lbs N
!Ac
Total lbs N
Utilized
Total
Lbs NlAc
Total We N
Utilized
7527
1
2.6
Norfolk
C
Mar -Sept
6.5
50
325
845
L
Se t -A r
1
50
50
130
375
975
2
2.77
Norfoik
C
Mar -Set
6.5
50
325
900.25
L
Sept -Apr
1
50
50
138.5
375
1038.75
3
2,89
Norfolk
C
Mar -Sept
6.5
50
325
939.25
L
Sept -Apr
1
50
50
144.5
375
1083.75
4
1,86
Norfolk
C
Mar -Set
6.5
50
325
611
L
Sept -Apr
1
50
50
94
375
705
5
2,03
Wa ram
C
Mar -Sept
5.5
50
275
558.25
L
Sept -Apr
1
50
50
101.5
325
659.75
6
3.27
Wa ram
C
Mar -Sept
5.5
50
275
899.25
L
Se t -A r
1
50
50
163.5
325
1062.75
7
1.42
Goldsboro
C
Mar -Sept
6.5
50
325
461.5
L
Se -A r
1
50
50
71
375
532.5
8
3.71
Norfolk
D
Feb15-June
115.0
1.25
15
129
477.6625
N
Sept -Apr
60
2.4
144
534.24
272.75
1011.903
9
3.99
Norfolk
❑
Feb15-June
115.0
1.25
15
129
513,7125
N
Sept -Apr
60
2.4
144
574.56
272.75
1088.273
10
4.33
Norfolk
0
Feb15June
115.0
1.25
15
129
557.4875
N
Sept -Apr
60
2.4
144
623.52
272.75
1181.008
11
3.63
Norfolk
D
F015 -June
115.0
1.25
15
129
467.3625
N
Sept -Apr
60
2.4
144
522,72
272.75 1
990.0825
12
3.63
Norfolk
❑
Feb15-June
115.0
1.25
15
129
467.3625
N
Sept -Apr
60
2.4
144
522.72
272.75
990.0825
13
3.37
Norfolk
D
Feb15-June
115.0
1.25
15
129
433.8875
N
Sept-Apr:60
2.4
144
485.28
272.75
919.1675
14
3.8
Norfolk
0
Feb15-June
115.0
1.25
15
129
489.25
N
Se r
60
2.4
144
547.2
272.75
1036.49-
10342
15
2.57
Blanton
C
Mar -Sept
4.5
50
225
578.25
L
Se t -A r
1
50 1
50
128.5
275
706.75
16
3.65
Blanton
C
Mar -Set
4.5
50
225
821.25
L
Sept -Apr
1
50
50
182.5
275
1003.75
8175
17
4.69
Norfolk
C
Mar -Set
6.5
50
325
1524.25
L
Sept -Apr
1
50
50
234.5
375
1758,79-
11844
18
4,44
Norfolk
C
Mar -5a t
6.5
50
325
1443
L
Sept -Apr
1
50
50
222
375
1665
7527
19
0.84
Norfolk
D
Feb 15 -June
115,0
1.25
15
128.75
106.15
N
Se t- r
60
2.4
144
120.96
272.75
229.11
**OPTIONAL"
7527
sub 1,2,3.4
4.05
Norfolk
C
Mar -Sot
6.5
50
325
1316.25
L
Se t- r
1
50
50
202.5
375
1518.75
sub 5.6
1.57 1
Wa ram
C
Mar -Sept
5.5
50
275
431,75
L
Sept -62r
1
50
50
78,5
325
510.25
sub 7
1.29
Goldsboro
C
Mar -Set
6.5
50
325
419.25
L
ept-Alar
11
50
50
64.5
375
483.75
sub 8-14.19
8.97
Norfolk
D
Feb15Ju
115.0
1.25
15
128.75
1154,888
N
Se t -A r
60
2.4
144
1291.68
272.75
2446.568
10342
sub 1516
2.37
Blanton
C
Mar -Sept
4.5
50
225
533.25
L
Sept -Apr
1
50
50
118,5
275
651.75
11844/8175
sub 17,18
2.2
Norfolk
C
Mar -Set
6,5
50
325
715
L I
Sept -Apr
1
50
50
110
375
825
Totals.,
79.96
17666.51
7407'.98
25073.89
3(a) of 8

Reception Area Specifications
Tract
Field
Irrigated
Acreage
Soil
Typo
1st Crop
Code
Time to
Apply
1st Crop
Yield
1st Crop Lbs NIAc
lbs NlUnit Resldual
Lbs N
fAc
Total lbs N 2nd Crop
Utllixed Code
Time to
A I
2nd Crop 2nd Crop Lbs NIAc
Yield lbs NlUnit Residual
Lbs N
fAc
Total lbs N
Utilized
Total
Lbs NfAc
Total lbs N
Utilized
7527
1
2.6
Norfolk
C
Mar -Set
6.5
50
325
845
L
Sept -Apr
1
50
50
130
375
975
2
2.77
Norfolk
C
Mar -Sept
6.5
50
325
900.25
L
Sept -Apr
1
50
50
138.5
375
1038.75
3
2.89
Norfolk
C
Mar -Set
8.5
50
325
939.25
L
Sept -Apr
1
50
50
144.5
375
1083.75
4
1.88
Norfolk
C
MarSe t
6.5
50
325
611
L
Sept -Apr
1
50
50
94
375
705
5
2.03
Wa ram
C
Mar -Set
5.5
50
275
558.25
L
Sept -Apr
1
50
50
101.5
325
659.75
6
3.27
Wa ram
C
Mar -Set
5.5
50
275
899.25
L
Sept -Apr
1
60
50
163.5
325
1062.75
7
1.42
Goldsboro
C
Mar -Set
6.5
5o
325
461.5
L
Sept -Apr
1
50
50
71
375
532.5
B
3.71
Norfolk
O
Jun -Set
42.0
4
168
623.28
L
Sept -Apr
1
50
50
185.5
218
808.78
9
3.99
Norfolk
O
Jun -Set
42.0
4
168
670.32
L
Se t -f
1
50
50
199.5
218
869,82
10
4.33
Norfolk
O
Jun -Set
42.0
4
168
727.44
L
Sept -Apr
1
50
50
216.5
218
943.94
11
3.63
Norfolk
0
Jun -Sept
42.0
4
168
609.84
L
Sept -Apr
1
50
50
181.5
218
791.34
12
3.63
Norfolk
O
Jun -Set
42.0
4
16B
609.84
L
Se t -A r
1
50
50
181.5 1
218
791.34
13
3.37
Norfolk
0
Jun -Sept
42.0
4
168
566.16
L
Se t A r
1
50
50
168.5 1
218
734.66
14
3.8
Norfolk
0
Jun -Sept
42.0
4
16B
638.4
L
Sept-Aor
1
1 50
50
190
218
828.4
10342
15
2.57
Blanton
C
Mar -Set
4.5
50
225
578.25
L
Sept -Apr
1
1 50
50
128.5
275
706.75
16
3.65
Blanton
C
Mar -Set
4.5
50
225
821.25
L
Sept -Apr
1
5o
50
182.5
275
1003.75
8175
17
4.69
Norfolk
C
Mar -Sept
6.5
50
325
1524.25
L
Sept -Apr
1
50
50
234.5
375
1758.75
11844
18
4.44
Norfolk
C
Mar -Set
6.5
50
325
1443
L
SeDt-ADr
1
50
50
222
375
1665
7527
19
0.84
Norfolk
O
Jun -Set
42.0
4
168
141.12
L
Sept -Apr
1
50
50
42
218
183.12
-
OPTIONAL. -7527
sub 1.2.3.4
4.05
Norfolk
C
Mar -Set
6.5
50
325
1316.25
L
Se -Apr
1
50
50
202.5
375
1518.75
sub 5.6
1.57
Wa ram
C
Mar -Set
5.5
50
275
431.75
L
Set r 1
1
50
50
78.5 1
325
510.25
sub 7
1.29
Goldsboro
C I
Mar -Set
8.5
50
325
419.25
L
Sept -Apr
1
50
50
64.5
375
483.75
sub 8-14,19
8.97
Norfolk
O
Jun -Sept
42.0
4
168
1506.96
L
Se t -A r
1
50
50
448.5
218
1955.46
10342
sub 16.16
2.37
Blanton'
C
Mar -Sept
4.5
50
225
533.25
L
Sept -Apr
1
50
50
118.5
275
651.75
1184418175 sub 17,18
2.2
Norfolk
C
Mar -Set
6.5.
50
325
715
L
Sevt-Apr
1
50
50
110
375
825
Totals:
79.96
19090.11
9998
23088.1
3{b} of 8

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
A
Barley
B
Hybrid Bermudagrass - Grazed
C
Hybrid Bermudagrass - Hay
D
Corn - Grain
E
Corn - Silage
F
Cotton
G
Fescue - Grazed
H
Fescue- Hay
I
Oats
J
Rye
K
Small Grain - Grazed
L
Small Grain - Hay
M
Grain Sorghum
N
Wheat
O
Soybean
P
Pine Trees
Lbs N utilized 1 unit yield
1.6 lbs N 1 bushel
50 lbs N I ton
50 lbs. N 1 ton
1.25 lbs N 1 bushel
12 lbs N /ton
0.12 lbs N / lbs lint
50 lbs N / ton
50 lbs N 1 ton
1.3 lbs N 1 bushel
2.4 lbs N / bushel
50 lbs N 1 acre
50 lbs N 1 acre
2.5 lbs N 1 cwt
2.4 lbs N / bushel
4.0 lbs N / bushel
40 lbs N 1 acre 1 yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PANIyr/animal Farm Total/yr
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
15600 Wean to Feeder 0.072 1123.2
Feeder to Finish 0.36
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 1123.2 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 5616 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 18 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 44.928 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
6 of 8
Soil
Application Rate
Application Amount
Tract
_Hydrant
Type
Crop
in/hr
* inches
7527
1
Norfolk
C
0.5
1
2
Norfolk
C
0.5
1
3
Norfolk
C
0.5
1
4
Norfolk
C
0.5
1
5
Wagram
C
0.6
1
6
Wagram
C
0.6
1
7
Goldsboro
C
0.4
1
8
Norfolk
D
0.5
1
9
Norfolk
D
0.5
1
10
Norfolk
D
0.5
1
11
Norfolk
D
0.5
1
12
Norfolk
D
0.5
1
13
Norfolk
D
0.5
1
14
Norfolk
D
0.5
1
10342
15
Blanton
C
0.35
1
16
Blanton
C
0.35
1
8175
17
Norfolk
C
0.5
1
11844
18
Norfolk
C
0.5
1
7527
19
Norfolk
D
0.5
1
OPTIONAL
7527
sub 1,2,3,4
Norfolk
C
0.5
1
sub 5,6
Wagram
C
0.6
1
sub 7
Goldsboro
C
0.4
1
sub 8-14,1E
Norfolk
D
0.5
1
10342
sub 15,16
Blanton
C
0.35
1
11844/817: sub 17,18
Norfolk
C
0.5
1
6 of 8

Additional Comments:
This plan revised to show the addition of pull 19. Also, the acres for pull 1 and
pull 14 were switched because they were written on the determination form
incorrectly.
Pulls 8-14, & 19 are optional for this plan. Any of the crops listed may be
planted in this acreage.
Aerway acres are optional.
7 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Quwhiffle
Owner: 'JCT, LLC
Manager:
Owner/Manager Agreement:
Ilwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. llwe know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: JCT, LLC
Signature:
Name of Manager (if different from owner):
Signature:
Date
Date
Name of Technical Specialist:
M. Kevin Weston
Affiliation:
Murphy -Brawn, LLC.
Address:
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone:
[phone]
Signature:
8of8
Date

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recievinq 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, MRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and flies.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist'. Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site_
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
2 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. -Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 dead animals will be disposed of in a manner that meets North Carolina regulations -
3 of 3

© W'4��'Q - Michael F. Easley, Governor
�4 GiRIECEP"D w;1Gam G. Ross Jr., secretary
CO � North Carolina Department of Environment and Natural Resources
AUG : 13 2008
Coleen H. Sullins Director
Division of Water Quality
nrMA-FAY�'dlLLFAEC-1Q 1LOFHU
August 11, 2008
Jct LLC
QuwhifIle Nurseries 1-6
PO Box 759
Rose Hill, NC 28458
Subject: Sludge Compliance Requirement Change
Dear Permittee:
In accordance with Condition III.19 of State General Permit AWG100000, your facility is
required to maintain compliance regarding sludge accumulation in your animal waste treatment
lagoon(s). As you know, the previous compliance limit was to have a minimum of four (4) feet
of treatment depth between the designed stop pump and the average elevation of the top of the
sludge blanket. This requirement was based on NRCS Standard No. 359, which was recently
modified.
As of July 2008, Standard No. 359 does not use the 4 -foot requirement. Sludge compliance is
now to be based on the sludge volume as a percentage of the total treatment volume. The revised
Standard states that sludge accumulation in the permanent treatment zone must be less than 50%
of the planned treatment volume. Also, there must be a minimum of 2.5 feet of liquid above the
sludge at the pump intake location. If either of these conditions is not met then sludge must be
removed or managed in accordance with an approved Plan of Action for Lagoon Sludge
Reduction (POA). A new sludge survey worksheet has been developed to calculate sludge and
treatment volumes to determine compliance.
Our records indicate that you have filed a Sludge POA for one or more of the lagoons at your
facility. Based on the changes to the sludge requirements in Standard No. 359, your lagoon(s)
may already be in compliance without any sludge removal. Using your lagoon design (or as -
built information) and current sludge survey measurements, complete the NEW sludge survey
worksheet. If you have any difficulty in locating or understanding your lagoon design
information, please contact your technical specialist or county Soil & Water office.
No ` Carolina
Nturdlf
Aquifer Protection section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]
Internet; www.ncwaterquali!y,= Location: 2728 Capital Boulevard Raleigh, NC 27644 Fax I : [phone]
Fax 2: [phone]
An Equal Opportun4lAffinnative Action Employer- 50% Recydedl14% Post Consumer Paper

�? c'
Send both sludge survey worksheets, OLD and NEW, to the address below if you feel that your
lagoon(s) is in compliance and wish to withdraw your POA. Our staff will review the
information and notify you of our decision.
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
If you have any questions about the new sludge requirement, sludge survey worksheet, or any
related matter please feel free to contact the Animal Feeding Operations Unit staff at 919-733-
3221.
Sincerely,
Ta & 1,4 .2
Keith Larick, Supervisor
Animal Feeding Operations Unit
Enclosures
cc (w/o enclosures): Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - AWS820008

July 1, 2007
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Jct LLC Jy 12 7 2 :7
Quwhiffle Nurseries 1-6
1970 Ambrose Rd
Creswell, NC 27928
Subject: Certificate of Coverage No. AWS820008
Quwhiffle Nurseries 1-6
Animal Waste Management System
Sampson County'
Dear Jct LLC:
In accordance with your application received on 11 -Jun -07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Jct LLC, authorizing the operation of the subject animal waste
management system in accordance with General Permit AWG 100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Quwhiffle Nurseries 1-6, located in Sampson County, with an animal capacity of
no greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 0 Boar/Stud: 0
Wean to Feeder: 15600 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition lII.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in. conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please paw
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterquality.org I.ocation: 2728 Capital Boulevard
An Equal Opportun4lAffirmatiue Action Employer- 50% Recycied110% Post Consumer Paper
N� Carolina
�turll ly
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

If your Waste Utilization Plan has been developed based 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 federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 -foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name /ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910-433-3300. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
oz�f
,40"
for Coleen H. Sullins
Enclosures (General Permit AWG 100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS820008

O� W A 9 Michael F_ Easley, Governor
O� QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
J Alan W. Klimek:, P.E. Director
5 Division of Water Quality
October 15, 2004
JCT, LLC
Quwhiffle Nurseries 1-6
PO Box 759
100 Lake Drive
Rose Hill NC 28448
RECEIVED
OCT 2 9 7004
DEMI-FAYEffEMLLE REGIONALURCE
Subject: Certificate of Coverage No. NCA282008
Quwhiffle Nurseries 1-6
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear JCT, LLC:
In accordance with your application received on September 14, 2004, we are hereby forwarding to you
this Certificate of Coverage (COC) issued to JCT, LLC, authorizing the operation of the subject animal
waste collection, treatment, storage and land application system in accordance with NPDES General
Permit NCA200000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Quwhiffle Nurseries 1-6, located in Sampson County, with an animal capacity
of no greater than an annual average of 15600 Wean to Feeder 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 July 1, 2007, and shall hereby void Certificate
of Coverage Number AWS820008 dated May 1, 2003, and shall be subject to the conditions and
limitations as specified therein. Pursuant to this COC, you are authorized and required to operate the
system in conformity with the conditions and limitations as specified in the General Permit, the facility's
CAWMP, and this COC. An adequate system for collecting and maintaining the required monitoring data
and operational information must be established for this facility. Any increase in waste production
greater than the certified design capacity or increase in number of animals authorized by this COC (as
provided above) will require a modification to the CAWMP and this COC and must be completed prior to
actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed General Permit. Since this is a new joint State and
Federal general permit it contains many new requirements in addition to most of the conditions contained
in the current State general permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pgy careful attention to the record keeping
and monitoring conditions in this permit. The Devices to Automaticallv Ston Irrieation Events Form
must be returned to the Division of Water Quality no later than 120 days following receipt of the
Certificate of Coverage. The Animal Facility Annual Certification Form must be completed and returned
to the Division of Water Oualitby no later than March 1st of each year.
9ah,
Carol,,Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service uraf�l
Internet: hnp://h2o.enr.state.ne.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal OpportunitylAiiirmaVve Action Employer- 50% Recydedl10% Post Consumer Paper

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 federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per MRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon 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, the Clean Water Act and 40 CFR 122.41 including civil penalties, criminal
penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least -180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual NPDES 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 Fayetteville Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact J. R. Joshi at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Soil and Water Conservation District
Permit File NCA282008
APS Files

JCT, LLC
Quwhiffle Nurseries 1-6
PO Box 759
100 Lake Drive
Rose Hill NC 28448
Dear JCT, LLC:
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. AWS820008
Quwhiffle Nurseries 1-6
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
On April 28, 2003, the North Carolina General Assembly ratified Senate Bill -733 which directs rhe
Division of Water Quality (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 February 13, 2003 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to JCT,
LLC, 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 AWS820008 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 Quwhiffle Nurseries 1-6, located in Sampson County, with an animal capacity
of no greater than an annual average of 15600 Wean to Feeder swine and the application to land as
specified in the facility's Certified Animal Waste Management Plan (CAWMW). 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 federal), nor does issuance of a COC to {,fit date
minder this permit convey anYnroperty rights in either real or personal nroverty. LLS
N EMR
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699=1617
Customer Service Center
An Equal Opportunity Action Employer
Internet httpl/h2o.enr.stat.e.nc.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/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 CAW1v1P may result in the revocation of this COC,'or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership -
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such -a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our-Fayetteville-Regional•-Ofce.--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 J R Joshi at [phone] ext. 363.
Sincerely,
U
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000) �- -- --- _.-_--._
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Water Quality Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
Permit File AWS820008
NDPU Files

^r`+�'^"�-s j-w-•--- r"'-'Y--a-z.".-�r-=-a-xs-s--,.«—r _ rC'-"^s:r-r'0g'.'K"--a--s -^-z.,. •r�;,,-""'
dr
t WASTEUTILI°ZEATIONSP 3y .N��« ��ywrr*a
PRODUCER: Quwhiffle Nurseries 1,2,3,4,5 & 6 -- JCT, L.L.C. CIO Craig Richardson
LOCATION: Hwy 421; Delway -- Sampson County NC
TELEPHONE: (910) 532 - 4101
TYPE OPERATION: Wean - Feeder
NUMBER OF ANIMALS: 15,600
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Nominally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surfaceis frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

WASTE UTILIZATION; PLAN
Amount of Waste Produced Per Year (gallons, ft, tons, etc.)
15,600 animals X 0.42 (tons) waste/animal/year = 6,552 (tons) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
15,600 animals X 0.48 lbs. PAN/animal/year = 7,488 lbs. PANlyear. (PAN from N.C.
Guide Std. 633) Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
ype Per Acre Itilized Application
FORM- ---
`This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic &ld Wectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

WASTE VT1LIZATION.PLAN
Table 2. ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 21)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre* Utilized Application
T7527
5
WaB
Bermuda(H)
275
6.23
1713 1 March - Sept
T7527
4
NoB
Bermuda(H)
305
14.03
4279 March -Sept
T7527
8
GoA
Bermuda(H)
325
1.85
601 March -Sept
T8175
1
NoA
Bermuda G
260
8.00
2080 March - Sept
T8180
2
NoA
Bermuda G
260
1.00
260 March -Sept
T8180
3
NoA
Bermuda G
260
1.00
260 March - Sept
OPTIONAL **
T8175
1
NoA
Small Grain
50
8.00
400 Sept - April
T8180
2,3
NoA
Small Grain
50
2.00
100 Sept -April
T7527
5
WaB
Small Grain
50
3.77
189 Sept -April
T7527
4
NoB
Small Grain
50
14.03
702 Sept - April
T7527
8
GoA
Small Grain
50
1.85
93 Sept - April
T7527
9
LnA-NoA
Small Grain
100
31.25
3125 Sept -April
T7527
9
LnA-NoA
Corn
75
31.25
2344 1 April - July
T7527
9
LnA-NoA
Soybeans
75
31.25
2344 1 .tune - August
T7527
I 9
LnA-NoA
Wheat
75
31.25
2344 June -August
See footnote for Table 1.
Total ' 32.111 91941
Totals from above Tables -
Acres Lbs. N
Utilized
Table 1 -
Table 2 9,194
Total 33.39 11,421
Amount of N Produced 7,488
Surplus or Deficit 3,933
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

application of nutrient or other elements.
Page 3

,`,.}1NASTE�UTILIZATIDN:PLi4N'�A-:��'pJ-�.
J:S�:sa.`s.,., w,.s,...a '..u.�rshw.=.oa.wr;..-'.a.s...-�cs:£:mri"�sco,...a--- "es.re.nr,.a,- ...w-.,.....
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (In/Hr) Amount (In.)
1
Blanton
Bermuda
0.5
.5-1.0
2
NoA
Bermuda
0.5
.5-1.0
3
NoA
Bermuda
0.5
.5-1.0
4
Wa ram
Bermuda
0.5
.5-1.0
5
GoA
Bermuda
0.5
.5-1.0
6
NoA
Row Crops
0.5
.5-1.0
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation 'see lagoon gauge
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation: Acres shown are wetted' acres. Grower has the option of planting
field 6 in any of the crops listed.
Page 4

WASTE UTILIZATION PLAN.: -
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned
by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that courses no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
Page 6

WASTE .UTILIZATION- PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. if the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order to control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

WASTE UTILIZATION: PLAN.
REQUIRED SPECIFICATIONS
(continued)
17 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
18 Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
19 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied propellant with no further applications animal waste
during the crop season.
20 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
21 Waste shall be tested within 69 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
22 Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

WASTE .UTI' IZATI4N.,PLi4N .'
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Quwhiffle Nurseries 1-6
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. 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 Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25 -year, 24-hour storm. The approved plan will be filed on-site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: JCT L.L.C. CIO Crate Richardson
(Please print)
Signature: Date:
Name of Manager (If different from owner):', a_j be re-,
5
Signature:V//Lz� Date: ( f 03
I � f f
Name of Technical Specialist: (Please print) Toni W. King
Affiliation: Murphy -Brown, LLC
Address (Agency): P.O. Box 759
Rose Hilt, NC 28458
Signature- Date: �- f C 3
Page 8

: �Y^r; } -
UT1L17.ATION' PLANT
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvve Per Acre* Utilized Application
T10342
1
Blanton
Bermuda
H
225
6.2
1395 March - Sept
T11844
2
Norfork
Bermuda
H
305
9.1
2784.65 March - Sept
T7527
3
Norfork
Bermuda
H)
305
11.3
3458.7 March - Sept
T7527
4
Wa ram
Bermuda
H
275
1.4
390.5 March - Sept
T7527
5
Goldsboro
Bermuda
H
325
5.3
1722.5 March - Sept
all
Small Grain N
50
33.4
1669.5 Sept - ril
33.39
11,420.85
0
"*
OPTIONAL'*
0
6
Norfolk
Corn
137.5
25.26
3,473.25 March - June
6
Norfolk
Wheat
125
25.26
3,157.50 Sept - April
6
Norfolk
Soybeans
132
25.26
3,334.32 June - Au
6
Norfolk
Rye
50
25.26
1,263.00 Sept - April
TOTAL
Page 10

d
viN
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41
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i •~ '� a i� oO �i bli IN 4
p
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1 O
to 41 �}' I r nl til .� ` I., Ir ;, O14
If
to 41 0
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r, �} r jl t i .D �i 0?l al 1-40
o O 41 , til .�r( o M
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tn y
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fu yr 0 20 Tj
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4!
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{/1 �. 4) L,r1 �u ,111.1 1,

mc.�rt of Waste Yearlllors. farms-. etc.)
TONS
s
%5 ,60 o aui als.` �Zem* waseia�lye� =to�5 S 1(. was�e�ye�-
A-=- otmr of Amr Avaab?e -N-i=o¢ea (PA -N7 P_oduced P- Y=-,
► 5 - na s X, y11Ib& P A X%�year =1 ':!! It Ib s_ P A?4/ye=. (P V irate N. C. ! e -..a.
C-uide Std. 633)
.A--, -D yimQ the above a = ofwasL is a bi- job. You &cn3Jd aiaat�n- zad'znM
aPprOUnate CC' rm to -zm the wase in a 'Eae`y =----aez -
'fie foIIowm ac,= -e -wM be ride&far wase =iicaziou based oath- m. -p to be goua
a=& S. ce armficar oa:
1: = CBEs OVY-2=1 B4 PRODiJ=
�a� FFe?c� Soil Cron Lbs- 21,Fr cm`s Lbs. N bfaira Of
. frr~=�:.��r �: c aapl��� tlsz�f r:�:s: ce eecaurrcdfar. IV mats= �c fsrced on rr�.c r:e;�
ND i == 1 ra er;alir_or i7 c-� r::arrd rF•azP ar_d cf rrc� be o-.,c� e�plir� wlri�c rr��-g �LrN
rec��rer--cn4� Bc�arr zir g i z
1.996 zhe C,=. -=l Z ne 1w,=. , q
3crcr�� � will rr:cz-_ j�-�
cour-tics oflVar.F- Cr--alb—azo have c r_rrzr:er' r.:�=ager' plans tF= ;-gyres
c!! r.:r.r-icr.�s rFris plvrz Orly cddr-:ssrs Nitrogcr
2

5&M,-1
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only If operator does not own
adequate land [see Required Specification Zi)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
" See footnote for Table 1.
Total 1 1.51 390.00 1
Totals from above Tables
NOTE: The Waste Utilization Plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrient or other
elements.
Page 3
Acres Lbs. N
Utilized
Table 1
39.70 11,286.00
Table 2
1.50 390.00
Total
41.20 11,676.00
Amount of N Produced 7,488.00
Surplus or Deficit
4,1$8.00
NOTE: The Waste Utilization Plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrient or other
elements.
Page 3

Sz_ ar<ccf:za map shc�v�n; tF.z folds to be and-Lizas on of waste war
AnDlicadon of Wse by Lrmiz_Tion
Fec Soil Type
o_
Cron
AnpIicar+on
R;re (arHz)
F aicatim
ate= (�)
ZlS�liyi+ o
i �� I
� •5
eVo3y-.x(_t)� t3
a
`'
..�
.5
-ns-X-1tK) o
��
•S
pa.A
iro.►, craft
Yo= =ciHzy is de i +e^ = !!! O days of or s ,z -ora_ a =d the t =o_=--_.ar-
-* _ , 0-- rezaoved or- Le =Y wee of once eve==f L .20 acs aald
of was: b= Stior ala yoi= s=aa a E'_ — adon A Set
Com: ! 1-0 Call INT.—rand ces Course ra:do- i Sty 41ce o - .:c2-, y Soil Ccr_l-- c0,
or Soil and az!. Conservation Dis,,.c once you rece�--
a sis ==Jori for 35si:=--ce n detzrwirs s L' a=0 ccze ro an-phr �::r�i7C.'
apu=ca:Eon rare pnor to zahk he vnste. _

U N U
I. . ; o .� t �} h •�
I:: h 1 fi W q1 Fr w •� N
u� i f• .�:I ,l:f il:( Q o o a
!! •
t f. I �I i� �' 'h •h(' ..F =i c� ?� {� r + +n +ca
41 f� 1 If �i �i r• �'I +'1 '4� y't �? U �+ •O �.. V
�'71 d 1-1 .l•1• �1 rq 1,.{ + •If 1 I,,, �' f.l •�j /i 7 '.1 r ,.. .4
aT
C V r �) 1 n t
i 1' i-! ,f•t •�-� (r I:1 1
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:; U —f atir I ,�(
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N
3ISNL'� . �,1y t�,vj .6(1 bii
is[[? ° Ij a2 A t3, O + H tU •F1 �� R .F7 ,C�
�+ bq n) q' �� li Q a( nJ 'd ,v a
r�1
O 'Y 1.1 (al O •'� A1+ {� i� •V i� 1{� AJ ci:i IS O i]{
r N p+ f: n 1 f 1
'J Q i� '� 1 tt''ll Al tf� R''il 0
,� i'1� •q J' !1 h1) 11 Q it] .0 till 'I
r 1
4)
A) V1 s� �� ' 0) •rl C ,r I I� �� •rr '}.1 •r� U 'U
!V •� !'q 41 4s { p Ai Al [1 .i: p I } �, .!, c(,I , 1. 1> s+l I" r
!`` j 1• .r. Al �+ Aj h t } 7� ni' I.I 1,) ° .(.1 ,;' 11:� �' 1 ° ,A' 't! rj 0 �.
Iq •� ,Ql Ft 'd r"� a In Al .'-, p, a ,n p. )a
r (}
a u { C)1 • bi) «t ,� °
11-f 'r1 i.1 1° 0
`" ` c� •u i ' �'d p 4 p rl 'p i t ,� by In Al 0 ,� t a) td •n
3 1• ,V) fu�' . *' iM 1{ ,d dl cd D In r bbl) td �0 O Cl O
r. A) •d �j b Ci 1 61 .Q A' �j +tj
pI •r 6 .0 bll co 11
:t ; u },� 4) a �1 P, v t, •jji of Q d p L sy Id
0 eJ ` r°°'� v IN �" •6,'� �v 'd o ° 7�' p, °
T (,i 17 t •�7 .0 w .10 7 � ' a > fes. r1 co
•'i` � 4 l5 � ` '^` rl-f n 'Cl y ,"' •� � !�. ei Pf .ti• � 6 r-' ,., �, •N
CY
f, at ' J ii lai o .F ai ea I fi 'cl e! �f Lr ,fi r rI
i { rl V 41 i. I t • �: Gr F , + t� ai •j� f],
f r nl �i il f i I:. , w,
fa, .r3 �.� -) 1 , : F �' t'' ul I`! i , f: i•r .i.7 0 -=I4
d 'c1 ar
,•.,! r1 r• j} ,i 0 C•�� I " R1 •cl J 11 + T i[• " frl ei� Ia. ai e:!' U ai •�..
r� U f•'I al •=,;11` �l •Ai �:�i i} '4-, (�] F al .� • n C.1
l,ll t I•, A. �a r! i
,a 1-4 O �+ I. h r. r_ {{ ear.0 ni :=a �^' a "t ; •� i, At e^ni rya
sg •„t dt '� v�, y, p I. a i . 'v1 ;u O <J' r1 1 ti. fr�7; 1d '" '� ry O G 1 `,
_j 1 r�
s+? In .o ► + ru P. �, s n, ! o to U °, , " 3 0 6)T I • vl
rr �Vt C' 'C' V f
f'';«:*�; E{ •rrh,i. , i t', ,1 J a1 AOl fl p•�t�ii (�? i �1b)f1cp�Cl
c) '
�� "~.
do R
L) • bp4Iry •�'q'i 1Q
�FSanrl •I�o rr 1_f fo uQo oa dl 0 J ' s
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44 f Ilj i! el,
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DO
U
rel
rn

R.QU?REED SPECIFICATIONS
wa..se SO be aft EY4 on aaiveiy grow ag crops in sucH a === z. a 6e
crop is not coverti wk. - was`a to a depth tht woL'Q iahiibir gowdL 1^= ocL--- = for
salt da=_e :&o= =izg wase should- also. be comside+Tea. -
10. wase nusieats W ,or be applied is F---77 or v;.�xt_r for spring plaat_d C,-qas on sails
w�-m a blab por=tal arleacbing. Wase �azL Ioading rates on L -.s,- sats ±arid
b e held to a M *-tom ^ a szirable winter cove= crop planted to
=Ans. Ware.. Znor be a_nplzed more than .30 days prior to plaxt ofcop
. or forages bre_ do=,
I _ _ ti' pew sw�ie mac}* -r on ora Oetobe` I, ? go 5 SAR comfy ., l-__
=0110whzg: 'Erie otww s. ,az of the !=d area o.—, -,o which wase is ar--a- ew gra
T.z o on i -t 1s a C zq C='_:it of a s dne Lami AM v e ar Ie= 3 0 iyr Z- or .' addentill
_ roperLrbot=-a:.rr__=ar=zqyaeranxia? sx:e— or T;er (other. tb=_— =M
C�f_ of cana - war`.', other ttb.=ionize Fv we 2 l/
No=LyC�r�sq:i CZ O -_=
�
Oczoaer I, 995), •, =--it l be applied closer—_y ^J�
to ==zip;_i;wL Aw
S ==c_d 393 - Eon c"
wase W Zot be �'.�: L�' eve close: AMM 100 A= to awgeo-7-11.1
A=� Vzlware in Atetbe a,- e CIO e_ -tea= 200 fee: ofdwe�� or_er-� _os�
wed ed by th_a try-wcc:-
_�.
-
I=. Wave shall be jjai; 0 _ i ==er not to reach owe_ propezry and pLbdc:�:
V a s-
��. sh3n=t be C,scli r?ed i=o s-j=:iCe wvzrs, kV'v24'S, 01 ••SGS
b_I a discbazzz or by o� er-sarv�� Az�Y.� Was= �=y b e applied to pLor r :�-"Zid
v: etl-=ds provided _,v gave been approve; as a Ic d application site by a " re_'=c3I
sseWxA Ankhm =i :.=-:s sLh -,-Q not be applied oa g aSszd waterways ON div _-
dG eminr Wro water coupes, a`d on'other messed vt'are-xays, Wast S be Pued at
aZ= ozomic rats in a ==er t:'Zar Cauzes no, T"'=Pt= Or c--- ,. i&O= 4e e.
16. TDc=es',ic and ia&- -?i wa ce r ora WaZadoua- fac==es, Zaowers, toilet:.
s�:r..: l mot be d~5c�.*_='L mit? C?e
6

P,EQU=,-D SPECU---LC_� i ONS
(CDnz�mLLed)
I8_ U produc or. Sr.tae iacary is to be susv=ded or remi=ted, fae o a is
. -S-J onSDle for obi and a closuze vLn" which rr '7 -=rte the
p osm fury of a= c.scaarze, poMudon and ��osioz
19. Zv ase handlk- � , pipits, purrs, re..s, e.c., sb.ould be iusp cn arm
basis to preve`r bredowns, le"- andsailLS_ A ; eZ = mabzt=--c_ c =kjz Should
be kit on sire.
20_ _ zyTmzl wase can be t=�� k a rota -d= tha-r incudes vegetables and otic maps:5r
Z_ =act in7rr^±2n con5*�,LQr However, If is Tamed on crfla7s:C ==
.7.z n cans' t:DII c suoeld �y be applied vrzm Fir] nd �i11r?�' -0H=—' s o
— vl Wase :t, iag -L]:, ^0-0 sa sor-
- --
7T -_ � Tv "v7$Dl� =:a : _� be to:o-D awd bosom -n-z-- S of ml, e
Drcry szo_ s-:� Vol=--) Or 22 -%aszz ons. _ _ c:io
c -- - - 1 _Eta ao _ Hau*d l o e .-.re t = � sr_�s. A
_
-z-- e - to ,y--ifte === szorz a vole =o= -wasze sorage porgy
_?_ vim, ase sb,3n be test ;yi 59 days ofr=t.� ion a=d saw aIl be : . � - z
-�'Tv az crop =a n w-2se prod -L -.c -,s aie a -u-- NL F=bP--= I:
ce_e=. =mbsa %c =d- co-oaerlevels im ;-e sow Shat be mo��;,r--_=t
`erarve crow .sues _T' be used nen these =__:_is approaca eices_- ;= __:a pi"
�a o adjLsz,-r:OF ovz— mop producm-on a"d soil Tr_ rte,
c=a vsz records <' _E x I-= for uvever..' ;. Po T,=- d_-zr ;tease app tri^^_ :,
a be PT1�mcz-+ = for=ze (s) yeas. Sr'Yrice appEca_om records of c--
be mr -, Im edLot- Lye (5) year.
2Dead anii=I5 RL be G�csed of pia z—:ner THaz i_eea NOr"za Carol." -'i D
a

. VgAS iE TNMIZATTONT PLAN AGREE- ii
lY -e ofFarrs: wh► \ 9- '[ ,W Sex.% es 1 a -,j w 5 t- LP
I (we.-) =d=T,,md and vv7 hillow and imnl=aar the sa ecattaa and tb.r, cpc-.m mad
==i= ==cc pro", -domes esem T=' e3�:L the apvrove-d waste uffimrimak far the
n ned above I (we) kow that any e=ar -on_ to the wg - '�-* =may of zb.e
w��e � eatm.ezt and s�o�e sv�e� or camsv.uc�o� or".ae�r facaTzties wId �� zap..► - -
==--can=on to be sub— to the Divisi= or Enviroph-A b=- r_-
tae _e yr animals = saci:i. I (tee) aIso =dersr nd tom= there mist be no EzE=mn of
fro =this s+;—:., to s=fac4: wast=s oz the ==e from a r, am n:.
sti :• -e -; a-, the 23 ;vezz. 3=_oL a,oz m. T'e a?vroved -DI= �Ym be fled ca =e � `e
��. O= a and at trhe o�.e o- `e local Soil �C W aim' Consezvanon j irwic: ;v!.' be
=or retwlew by Dmf on rues.
_
o -. EacEbv 0-.-n--
z z
y„--
zw:z z 7.r.:j
{ �e Q
Daz_-
i e or Teta-nical Spe-_: (F!z szprir.R<Vj �
3

PRODUCERTable 1: ACRES OWNED BY
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Aopllcation
T7527
5
WaS
Bermuda (H)
275
6.23
1713 March - Sept.
T7527
4
NoB
Bermuda (H)
305
14.03
4279 March - Sept
T10342
1
WaB
Bermuda (H)
275
7.61
2093 March - Sept
T7527
8
GoA
Bermuda (H)
325
1.85
601 i March - Sept
T8175
1
NoA
Bermuda (G)
260
8.00
2080 March - Sept
T8180
2
NaA
Bermuda (G)
260
1.00
260 March -Sept
T8180
3
NoA
Bermuda (G)
260
1.00
260 March - Sept
T8175
1
NaA
Small Grain
50
8.00
400 Sept -April
T8180
2,3
NoA
Small Grain
50
2.00
100 Sept -April
T7527
9
LnA - NoA
Small Grain
100
31.25
3125 Sept -April
T7527
9
LnA - NoA
Com
75
31.25
2344 April - Jury
T7527
9
LnA - NoA
Soybeans
75
31.25
2344 June -August
T7527
9
LnA - NoA
Wheat
75
31.3
2344 Sept -April
TOTAL 39.7 11,286
Page 10

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11 ILI i: I

State of North Carolina
Department of Environment- /ED
and
and Natural Resources �g99
Division of Water Quality
James B. Hunt, Jr., Govemor BY'
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
June 25, 1999
James Ezzell
Quwhiffle Nurseries 1-6
PO Box 67
Harrells NC 28444
A1Tk?WJ
IT **
ENR
N I OF
ENVIRONMENTftNLZ& RC ES
Aq 7 - 1999
R' , EV,
! ICE
Subject: Certificate of Coverage No. AWS820008
Quwhiffle Nurseries 1-6
'Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear James Ezzell:
In accordance with your application received on September 4, 1998, we are forwarding this
Certificate of Coverage (COC) issued to James Ezzell, authorizing the operation of the subject animal
waste collection, treatment, storage and land application system in accordance with General Permit
AWG 100000- This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the Quwhiffle Nurseries 1-6, located in Sampson County, with an
animal capacity of no greater than 15600 Wean to Feeder and the application to land as specified in the
Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS
143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
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.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS820008
Quwhiffle Nurseries 1-6
Page 2
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 Fayetteville 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 JR Joshi at [phone] ext. 363. w
cc: (Certificate of Coverage only for all cc's)
Sson County Health Department
yetteville Regional Office, Water Quality Section
Sampson County Soil and Water Conservation District
Permit File
NDPU Files

off "C:oZwIVED -
F .�Z.g
I _ 1999 State of North Carolina ,c�,?n,
Department of Environment and Natural Resources ?�� , E pAP
;ylfEiTEVIl.LE Division of Water Quality �,rp �TIaN
REG. OFFICE Non -Discharge Permit Application Form 04 j99�
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGIN�}D��h
- General Permit - Existing Liquid Animal Waste Operi
The following- questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
I.1 Facility Name: Quwhiffle Nurseries 14 &t 6
1.2 Print Land Owner's name: James Ezzell
1.3 Mailing address: PO Box 67
City, State: Harrells NC Zip: 28444
Telephone Number (include area code): 532-41G1
1.4 County where facility is located: Sampson
1.5 Facility Location (Directions from nearest major highway. Please include 5R numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): Farre location: Hwy 421 South from Clinton to
Ezzeli Trucking Co., turn left. Farm in rear.
1.6 Print Farm Manager's name (if different from Land Owner): Barry Mereadv
1.7 Lessee's 1 Integrator's name (if applicable; please circle which type is listed): Murphy Family Farms
1.8 Date Facility Originally Began Operation: 01/01/91
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: �ptio82_ (county number); _8 (facility number).
2.2 Operation Descrin: Swine operation
oto Feeder
13000- Certified Design Capacity
Is the above information correct? Q yes; no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the rnaxunum numBFr7or which the waste management structures were designed.
Type of Swine
Wean to Feeder
Feeder to Finish
Farrow to Wean (# sow)
Farrow to Feeder (9 sow)
Farrow to Finish (# sow)
No. of Animals Type of Poultry No. of Animals
Layer
Other Type of Livestock on the farm:
Non -Layer
Turkey
FORM: AWO-G-E 5/28/98 Page 1 of 4 82-8
Type of Cattle No. of Animals
Dairy
Beef
No. of Animals:

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 68.0 ; Required Acreage (as listed in the AWMP):
2.4 Number of Gstorage ponds (circle which is applicable):
2.5 Are subsurface drains present within 100' of any of the application fields? YES orQ�(please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YESNq�(please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, N Standards, etc.) (Swine Only)
YE or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? C I —qt 9 p 54(c)
What was the date that this facility's land application areas were sited? `cck [ (_ k = \j ) 41) c! to LSAS)
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item. '
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3-3. 10 A site schematic.
3.3.11 Emergency Action Plan.
3.3. 12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted. I.-
3.3.14
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5128198 Page 2 of 4 82-8
Applicants Initials

LKI-1 ED
'��C7iQN
Facility Number: 82 - 8 041998
Facility Name: Quwhiffle Nurseries 1-4 & 6 j�g8
4. APPLICANT'S CERTIFICATION:
9'
1, Jarx� - -(a _ —E—Z � � ^ (Land Owner's name listed in question I.2), attest that
this application for i %'A� 1 4 �T",c5e+r't e 5 l } I I 3.14 +` `0 (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my kno edg . I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomWete. ,
Signature
Date Q — -C)-` 1 s
5. MANXJ6ER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question -1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed_by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
Application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 82-8

DIVISION OF WATER QUALITY REGIONAL OFFICES (IM)
Asheville Regional WQ Supervisor
59 WoodSn Place
Asheville, NC 28801
•[phone]
Fax [phone]
Avery Macon
Buncombe Madison
Bunce
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancey
Jackson
Washington
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mau
Washington, NC 27889
(919) 946-w1
Fax[phone]
Beaufort
Jones
Bertie
Lenoir
Camden
Chowan
Martin
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
3800 Barrett Dr.
Raleigh. NC 27611
[phone]
Fax [phone]
C batham Nash
Draham Niton
Orange
Franklin Person
Granville Vance
Halifax wake
John� w
Lee Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax[phone]
Anson Moore Alexander Lincoln Brunswick New Hanover
Bladen Richmond Cabarms Mecklenburg Cartewt onslow
Cumberland Robeson Catawba Rowan Columbus Fender
Harnett Sampson Cleveland Stanly Duplin
Hoke Scotland Gaston Union
Montgomery lredell
Winston-Salem Regional WQ Supervisor
585 Wanghtown Street
Winston-Salem. NC 27107
(910) 7714600
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-G-E 5/29198 Page 4 of 4

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
March 23,1999
MEMORANDUM
RECEIVED
TO: Fayetteville Regional Water Quality Supervisor JUL1999
FAYETTEV(LLE -
FROM: Sonya Avant REG. C rFJCE
SUBJECT: Notification of Facility Number Change
The following changes have been made to the Animal Operations Database. Please make
appropriate changes in your files.
Facility numbers 82-686 was combined under facility number 82-08. Facility number
82-686 was deleted from the animal operations database.
If you have any comments or questions please feel free to call me at [phone] ext. 571.
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

Animal Waste Manasrerrtent Plan Certification
(P:dzsc Me or trim ail tntu[T.[_ don (11:1t UIC"ti noC rcuutre d St°it--wr:)
r' �['et� = Or ExT).sndt� --- (i)lease ease of rcf e a rz ei : Ft: r E
General Inforrnarion: - izi�N
.0
rC-r7-- Locc.ion_ Cour:_v Far:—, is locaCed in:
and, LonQirtuda: � 3f► InCe_E"-EOC
Plese �:.a� COs?v 0= COL'"z['! road mao wiih, l[�C'u_ior, ide icifled and descHN below ' (B.! Soe'.tliC: road
GiL�t:r_LUitS, iY1L21(}5� Zrr.�: tom �ea��..y .��-�� l.J►S `� i-1N.��p� �.�
Yb'1�\e5 `Tq �nrt. �h t_ Ori C'♦ - ��Gr�tlf` p+�Sd `t~S=� ��
On2r=Eior; Descriation:
co
to W'd_n
1 V.7e 0! Fatilf.-.
...t Palles
T.-:e Na. QfAn trals
Ord:,-0;.-1 .�!.
:.... e .
_+_:-r.. -- J xh»:g;;n;'.-�r.«.: �_:i:r r h^"�. ..a '°r -'^4 '"• �.-•+ em ✓' R.��'•'•.�.-v. +ri-.."i;::_:::' s_- �rer� ar r'rls - � :� k a �. -
.: - __ s .: � -'c � k4_ �� - " J. .� S M yy +F - G'b3w%/^ eaw'�. `�y4t-Y i. i11• Sn y:
e
r C 7 tia _ _ : - Z11.- C for :':ci:C=--- .z: 1d.;/"zs— 'A
�•i [�� .. �. l'. i '?ooP SiC =�•� ,..'.CS : � L G� CCD2�.LY: �1 �� 1..:: nsL �..' � �-)
Si*: dr::1nS CCIt-5d".Cci t�^.. )M4 CC :(] �ni��cZ C::C�C hilt)
_ r-
i W-_ subSd zims in chi- =a OC Lte LA G 0 0,.N ci 5FIELD
I. Iw l.n .. .. 4. J..I a..lw..'+.w.aii.wa-wl.���wwf.wwaaafwwwi.Y.FV.I is i.TiT•�.a.a.s.s.YT...w Y�aa Ta.f.l4a,.a.a.a.a.wwww-... wi.wwYSlr
Manager Agre!!rnanr
f ('=C: =e- _ u:a: aii Ch: ztov::Z.CrT:.1Con is C.M.0. a"d Vviil. GC L'_�C-r'.C'd [SL?Vtl C�ai1?:GS L('sC: L"�%=��.t� the OCC^COri
+ - ..+.. 4..1 -, - gin -� ar n WC • - :..� ---- d i _bOt't::'tI't C: •: i:l
3-` - - -.� :C, DrCC_ �:`a ��i Ustd in Gfi� 3ilofOt C`� a.' t :ice (tv ��_ . _ _.T.C..0 4i:."1 L,
C:-C]C PrCCC'R =s. f (z,-) iiOW that :%J C:'.^.ozr-siun CO � � C :is:ing dnign t��:-" OI d1: R-'ZVZ Cr"r:CL^.C.^.0 �i:•i
]w,��� S SL_._. OC CC[iSC-.SC_Cf: OE t- f3t'iliCiCS tv l C 'C e..v .C7.SF:::�•� t0 CSC Dir'tiiUCi VC
ii a i. CC:- =Lion to C= O
h:=C: LC new anima! a_'C S:C`s: C'.ve) un[le:St�1d be u0 d1SCi1=r^C C
ItUr L`lt Swti_ff' cr acLuc--L:Un S.SCC. to su.Zzc_ L=GL��� Of the Si:Ct ..L'�:'L:=�'<< Cc»rouCln S IAaSl-cI'.C�C
.1 L.`.0-,-LC�-.--►`aou, 3COrw. anti t �.-- =,-u acc 6C C+un-ofr Iroli. L::C
OC Zu1imal Wave. f (we) undnd Cha: r-*::-oiC OC ullu*.anr[Cs Crim Loin vnz 'I i1:M [i:d ?1:S must be
v '- , t ,r + t v G �(aC�^ [r c? [_ =_s COr[re^ atiott i cc = Cruv pIJCI trill i7t
i:`:ir1- CCL �i 1CC st=dzrds 4C':C S3�C b CSv
=- �._ --:1 and at t.e cff - o� Ill iac_f Suii .^,..rtd Wzc=: C4.sz ar_oR Di;,ric� o++ �T-r mCcliF�-Ccrl
r:,L:s, ce a='proved by a tee cam[ r•rc:alisc and subr-,i.__ + co Soil and w;,L_. C.,- - ��cn Di;L-ic: prig to
A ch=a_ in l=-d ow,,: sjjip cc-u,:= s v- �:c�_. rcc_' _a•_ar. to Aim[ aporacCd
?s wittin 60 days cC a ddc Ir.:asfar.
`ar-n-2 Gi L«rid QtY
-a o: ti Iana,Rrrvr d:[ e:a-c [ror,I Owner):
Si•-r.=:ur-a:
D 1:='

Technical Specialist Certification
zs a technical scccialaE L:iig:L:[_.1 by dte -Noah Carc,)Iiaa Soil anti Water CUnse-salon Cornaussioa pursuant to I5 4
e`+CAC: cF .0005. l ca:-Eity dMIC L�_ anisaal %vasce man_Qelnert systtrn for the farn named above.has an animal %waste
rn, ^a�_� _^t pian Ehac r~=:s or ..cc_is standards and speciczcatians of the Division of EzruanindriLI NlanleCmznt
as sYc:c"l.•! in lit -NC1.C'_--0'2.27 and the CiSDA-`raturzl Resources Conscrvadca Se^ier (LNRCS) an&or Ehe
Soil and Watt: Cease: -radon Commission putsuar:t to 15A NCAC 2tD2I7 and ISA NKAC 6F .oGol-
XCO5_ i r_ followine elle :tells ar_ :rcl4d-, in the pian as applicable_ While each cce?orr t:ds't-= s a {ethnical saecWISE
whO alav si?:t Baca cE::i:1CCOn (S -D. Si. %VU?, RC. n, the tecznic=i s=ecialist should odiy c_^�:v pans for which they aM
tCCt=iC3..'ly C."',MCd=nL
I1 Certificatio-z of Design
A) Coliecrion_ Storage. Treatment Svstern
Circ_.: rl!- c:,orooriare poll
Exislt{te laci�icv wT{l�aut acrotic (SD or ZV'L'P)
SEorsL?e volume is adtt., ,L- for operation capUCiE_r, szora?e c=ability c-onsL4L= with vru-M tuilj=Eion
r_-:: uirc stents. -
...,,� `e - e-`mta{lt{---' or re—ra imad facility (SD) -
�.imzd %va-vez stc:r_E_ and, =a =.- sLruaures_ suc;i as but not limited co coH-t::ioa s.=mss lqooas and pones.
have beea d�:sne•j m =:!=-, or e.cr-.i the rn;riiaun: sand spot f is doas.
Name QE Technical JOe --Tl cz
a I9/9� LJ
i to MIT)
kyr ......._......^c sG-.ardtiOnS Zd-=CL'=t= 2=0= of Ln,! :cru�'.� Wit:".. L'L1a: C�OsC"I C�3. p is
zvc_aulic ar d rut:;_^t icadl v rztts.
tiar—,,z of aChziical Sue-:_rs:
A_�ia -;,cnxv1`K— e
Addzzss (AS!
C) RL:no'= Contro[
Ci:e:: rile •rpravrrare
Print): �cua`� c ,_
°•s ll f.
Date tiVarti Ce��le���- rt
C 1 Fhore - o.: 2ci ---XA1
Dai,: a/4 A'I
���-,^ii{y uri{hoetex:"=t�rta{s (SD c7�ZVUP ar RC)
fac:!icv cdcrs act an -or a .tr:ior [ccs.
(?,Q
-.e:.:c-ds co trtirz::i a run of: of gollumnrs f.au= Ioa=d htavy use ==$ dzi;;z--d in
acc4rcartcc with uct--;cal sr.:ac=ris devclloped b;: ticZCS_
i`; ar e o i ethnical Soea:_list (`-'e_ s.- IIt):
Date Work: COMOlzt--d:
(Dac-
Ag'- QO 97,
4

D). AnnIication and HandlinnEamumen t
Cluck the uncroorrarr boar
�( [ISieFS_n fsC C.T•jsRRL:R? !'S ili(V tyi(.fi exiscirl? tv:1.G,Z Z uir rn U-? cr I)
Animal vrlatt a.pE:C on a uipment. sce-iCierd in Che pian has b[en eErFt. tic'.d C!ibrac.or tr Zted in
ac_ordanc= w;L� e- <:a; desiQa chars ard mbEes and is able to apply urs- s e _-cjary to _c-==udar_- t_he
w,ste manaecm.-mc pian: (e..isan; apolicadcn e;uiprie:: c�z cover tae by the pE_n at rams not to
_ :ce=d eithe: ti'.s sus~?: hydrauIie ar :!ULnz^t Eozcli^s rites. a SCheduE_ Lr i:�i:g of apolic=cans has Eyetn
esublisatd: re m_ •+ r:LI:t:S tY.ri be atairtr=-:.^ed and Chi LrjP—;an and adjus=- : rnnCned as part of
-4
C_cI_r.). --
�F `�•.y. exr:tr!de' ,. ort'iszi,- faciliry lykhor?t tzfEinz t fc=� ?n*rliC ]lint] C�JC i^t ?^rjnrtPryirriQ'Stion. (1)
rkailma.l vas:.- acpE C_•oa equipmenc soet:i iicd in dap € —1 1 a h•:s be= desi_ e d to zply haste as aec=Lry to
accommodate Le was"- m: nascmenc Plan: (proposed apaiicacion equio:m.= =i over me area mquird by dle
olan at rates_ cot to :.:Lied ether the spe'cifie'd hydraulic or auci_:ic Ioadi. r—u: a sdedula for dml; g of
aaplica-dotis has been :s=bIisded: required buffers c --,,i be m: rained: c:I:br_en =d z4usaaamt ?uidance are
ccnt_.ircd as ga.6 of Le Plan).
�r -%e%v. ew i1RLC'; or e.'..0 ne fitCHity tvithour t7:i.,;6n7 NO`S'? fic-tion ecuin-r nir ^^dim� nix usi[]•r
r
irriancioR. (WUPOrS}
_-lirtial «3st_ a,piic_on equipment sae_;tied in tL t cI_^ Ips be_n sel_.:=d ��clv ua.ste a; aec sari to
ac::ommauace =e xz:e m. agi--menc pias.: (proposed appE:c_don ecuip_ ca. = c:v-: tLt ar r:auirmi by the
Ear. at rates not to e- _3•e e:t_e: the Specii_ed hYc r`r=lie or nuz_T,tnc szt-eddmie for dming of
avouc•'zo s has se',C_: tS• '� t3ui rf r � a.• a d: ii 1 tier m V f�
• _ i:5ae,.. re _ ..rC l]C.:_ :5 C;: :.0 nc1nC C :..--ti.Tt3s�1. C... _ 11[,�,nILC 3rC
• CJr =ined as 21: cl -nian).
it ' ' 1 i
Odor dntrol.
W LR. R(I or D
c;: CZ�t
pnrIZ-
Ile
Dal-- W O:
a
rCr -NIanaae^ent and Fmer=enc•.
-� � tir•�_L •-.�..�.-.. �t�.i ]i^ T r - -Te=rm. I Ci'ie�'�.lLSr_ as 1S &-:
_ �fdate far this fav r jr �� ante �.Can�_ _ .._... C4:r C.r:c
C 1 �r� C ate... c.: �:1e:QC1".C'! nC�L`� . Olur= 4E uol.'1 Odors and
.nst=s Ila ': a bet : _ r��, �1Lt reS7CL. Co d is sit: a r= ; e :C .Mar^.3s_C »_.^.0 : m ��iIIi--Iizt CdarS and Bc!v
+1 : ^.sc�� a !C .}.•_C ;C_S :o Cc, -.c:-,[ Insects have _ tet.. SeE_C__ . L:.d. included ir. �._ i-^-'c-"�Ze^C Plan. BOEh the
d [uG . � ?,� r� J • byEhis facmry.
__aCr _:CC _ _ _ C )G79IC
Narrie c Tec/hnniical Sever :lis: {pl:se . •10: Cava\ V-�e5�cc e��
ace iYl7ii �r�t��i•���r+ l��!
F) NV ; r—,an Norice of Ne yorEsnandin! Smrine Farre
Tme Follow• sig inure bloc is only to be rsed for ne- orAxpand;rg swine far - s : _.carst, sc;0a after June
21, 1996. If the C_ciiity was ' ilt before Jenne 21. 1996, when -,v:_S it carts:: meted or I_`;: l
en=nCe-dAL ink IC*A5 _V �.e.r-�e��►L►.�i►dr�) �ov \r�`rt]��►4�-i -le�df\.�S
I (-•e} cc_ that C (eve have a acted to conuc: by ce_ d�:e3 cam: a=I adjoining prccefZ-':-;r c _r, =d �'E Prce.^.aurne:s
wCCr c Y.�ec^.-r [at,t:d sc: ss 3 pubEsc road_ 51re4toc ciQ;;:var i.�G'1 Lis ne:v ore -'- ; s �r.e Ice narlC� R75
in. ec.. - ce wick the ,_=',i.__._»s of .*, CGS 106-30j. A copy of P.`._ noccc and a lis::: - ;r _:.r ou,.e.–, cached is
Name of Land Oinner:
Si�natu. e• D.:'
c + arie oJ-. :Mann-er {;r L;.._t fmrn 0 n"):
Si;Zr1 = fur e: D=a:
A%' -'C -- 1. 19:T7

III Certification of lhstallati077
A) Collection. Storage. Treatment Installation
New. ecnatided or ig eftEEed facility (SI)
:anima[ %--sit szomp _-.d trza mcm suuccL:res_ such s bac roc limited to [as,:ans conds. hzve been instzaied
in aeconf-mc_ c:;ra Ln _.craved plan to ¢i"_ or etecc•i dh= minimum sL d=lis =d, Scr:.:Car_cils.
For p:sdn facilities without rztrpjE:S, no cert_`ficadon snics;ary,
Nam e of Technic --I Spec!alist (:'lase Print):
if "Dion DLua Work- Comak,--d:
Add css ( Agency): Fiat z tio.
per,
B) Lard Anoiicntion Sit= (WUP)
Cireck tirz appropricr_ ircr
1 IIe c:occ*aG sV$i_ m is is oiac_ on 211. I'znd as speciflied Ln the waia mane_ -mem plan.
Conditional A proyal: all requi--cd land, as s;:ecl.rld in did plan is:'. -.� s� Cng: L`s CruppinQ sysca=
i s seed:--_ m wlim adiizadan a[a_n h s nct be= asmb[isha and =m==1 to esmblish d`:z
eR_jrioa :� sc x in the pian by (r�tcncic;?, _,. orc_cszd COV Crop is
r1iso box, if alroroo__arm
in the =Ccbe 30days
CL LEE i C o%mdr has C.^.to Ys=bIish an air !:=,or, cuaco[;
of Tec:-inic:21 Saec.:a..;iCC (Fiz e P_
pori
This foilo. in; Signa ur a bloc: is only to be used when the box for cordir+on_I aopcoval in IIT. B
above has een r.het ed.
I f •-=c) C� •r that I (we; h��e r �,i[:e : to esr_�b[ish UN -z eroopinq s-:s._.:i as spe%:ne•� � c Md Waste si[zMdon plan.
and Z� v ^.?"JCi3LL' LO CSmt7usr �C'Irtt im c.—.o for e.osic;r. ConL_r✓i- .^.nd` mvil[ Si3binit Lo DEM Z ver -: 21:100 Of COMP � i�%CL
t:Jal. EL i __ :iliC. 1 scd- isL vviG: [. d_[ li�C 1 "5 i0[lo�V itl Li2C C =L� SIIC�ifi�'1 iR ��- : i:_ ^"i r tiQ. Y (we)
�' :moi yi �� fa c ! '..i.L w.�-Oe. LI `,
tma-l:z= w3. iaLiiJSC to SL30=iL'` S :...-cation is a viuiadon of L= wzzsce P.1anxzcmdre VU— =L ;RL 5cbir : m --(us) CO
c -'cr--:: _^c ac_on fm a-, DENu f
ti ame of Land Owner:
`=rte of lana;er (i. d l _:enc [rem owner):
5igrlanur-e:
D=e:
Date:

C) Rti rsnff Controls rrom Exterior Lots (RC)
F:-,.cTHc ' with t'C:2rior lits
tic'i,uia w ntinlriiz_ f:'1c rsn off of goEEtst tilts C.–inlcaLn ing ari4 htaw Ilse Ytca;b�.1 iivalled as Speci f, I
in [-ze plan -
For fi=.....es widltour errer-:or lots, no eerLzj'tca: on is rijrzryar;•
tiame of Technical Saeci=Ii=i (Please Print):
Af:i-1iaE Ori DC?te Work Coca; P.d:
Add=ss (Azenc:y}: P .ai �- NO.:
S zatuz--- Dar --
D) AooIi=don and Hand[ine Eauit)rrient Instal Iatiori (irvL-P or n
Choc C Me a ooriate butt
Animal warm =;,C: ,:on and hardIiins eauipmenz specifieri in the pian is en site and rrady for suz:
catibradoa and Biu=_r:t mace is - haavd beta prov-idvd Eo Eliz owners std :.r_ ccaciae l as part of the plan.
I Animal wast araiic:don and handlinz equicr- ent Spez-tifiLyi in die p[:n h=ant:•r_a iwta!ied but Ehe ou-=:,
has proposed le=ing or third pZcty aooliczdon and hes provided a siaYc! =.L---- equipment specified las
the conc ac: a,? rs %i± Ene re:iuire»se__rms of E.':e pl';n: r4uuired a1ibradon and
aLjtiit:'.'ltwC ?'_.'L=....C_ .t bt_n :Ta -l& - to die U,.4 -" :7s and a'11'�` COCIc:.i:: as = Ct i�-t
Condidonal approval:: nirnai wac-ce :cpliCS-,:oz and handling==ac.^=at =ec::' in the pian has
beta + S.T"'�. -U.Cbe on site and ir.5=�Ud -SVtr CC' "�' 1� �'C;: E�1t:C is adeQL[.1Le:
scoraze to hard anu the equir-=e r is Lnszaite'j and ur...i m! be Ind applied in,
iCC'Jiiiz^.Cz :-sem aging sysce-= c ;r.��. i i E:-- plam: and C .�._...._ T-_ _�.. C�IIIL'C ilavC
bet! -I pro�ii_'' 0 =6! Cvm—s sand ar_ C:[:C�' 25 Com: Cs �°: p19.-^..
ilii arrze of I a hnic3l Soe-144: (ci='-`' --c):
Dam Nvonk 02t�,
"T"r:e folio«:si_natu UIee'.� is only to be irc2= �vizz_^_ the box for cont-ldora.; a.:oroval in -M D
above has b en chec.ra .
F (w e) Cs� • u'zat I (we' a,e wt":^.C�d to oc rc:.��e �� �:-L:ZI tva_SCZ S
Szem r:_'_ ti'_ r v (Our) wnsi� �a .ac'.^C :C alae ?Sid will 5'-,br_ic to DE�( a tiZ:'.::L`'ni i i:.f._�ifYZ.^, �1.^.4•iL75iti1I1r1QE1
Z i to-_C3l•5[7et; aii51 wir-'_:i I- L--I-ar d--- S--b110%Vinrr r -=e da -Ce S U e 1: ed. iri _.-:CidiC o nalf c -:-d flczdaa.
re_:i :.`zat r r a `' r tca i a violac.=0r. O_ 4':z cvnste rr_ :- men- :ic.E d will Subject. Md
zW failure ro st:.,r.,. a::s e!^t bort s
(� J to z= a =:crce.-ne-it ac --pis L":u DENI
Name of Land Owner:
Signa ture:
'iaz-
of �'la nager (if i `::e": horn owner):
Siz:sa cuz—ee:
0,--:o r Control. Tnsec; Control and Mortali z— tilan=gersent (SD. SI. TW -7. AC or P
tie: _Ccs to Cort. -0I Cdcr; =t irs-as S�e_itie�' in tie Pi= 1,.=ve be --a irs=fIe•! — ;re c ce-aCiOnal. ifie
M.0r tiai:C•j c=_d :zS SuccUled In Cie Pl._ IiS ZISo t t—t : inStalled =d is cc= -';ca--;.
ti arae of Technical 5pe=ialis: (PleaseFr [): VII�Ics-•
gi=_`c:- Data Work Corn::-, d:
��—
SiDat!-
ANVC: -- A%.;S.A-C i. 1')g

Please return the completed form to the Division of Water Quality at the folIowin; address:
Department of Environment, Health, andNatural Resources
Division Of IrVater Quality
Water Quality Section, Compliance Group
P.O. Box 29535
Raleigh, YC 27626-0535
Please also remember to submit a copy of this form along tivith the complete Animal Waste
Nlanacrement Plan to the local Soil and Water Conservation District Office: and to keep a copy
in your files with your Animal Waste Management Plan -
WC -- . vg-sc 1. I997 fi

C O U N T Y

RECEIVED
System Calibration
�Fp U 4 1998
In-iform atian presented in manufacturer's charts are based on i
avMT11-11961a ,oeraton
conditions with relatively new equipment. Discharge rates and ori3i�aiiys�3tG,��
change over time as equipment gets older and components wear. In particular,
pump wear tend& to reduce operating pressure and flow_ With continued use,
nozzle wear, results in arr increase in the nozzle opening which will increase the
disc: large rate while decreasing die wetted diameter.
You shauld be aware that operating the system differently than assumed irr the
design will alter the application rate, diameter or coverage, and subsequerrdy the
application uniformity. For example, operating the- system with excessive pressure
results in smaller droplets, greater potential for drift, and• accelerates wearnTthe-
sprinkier nozzle. Clogging of nozzles can result- in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the cove reason, you should calibrate your equipment on a regular iasis tO
ensure proper application rates and uniformity. Calibration at least once every
tnres years is recommended. Calibration involves collet ing and measui nc fiow at
several iocatlons in the application area. Any number oT containers tali be used to
collect flow and determine he application rate. main gauges work best because
they already have a graduated scale from which to read the application arnount
withou, having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross -sec -don can be used provided
the liquid collected can be easiiy trans,'erred to a scaled container for mea,u:ing.
For sta-darary sprinklers, collection containers should be located randomly
throug noI_T use application area at several distances from sprinklers. For gaveling
guns, sprinklers should be located along a transect perpendicular to the direr;ian
of puff. Set our, collection containers 25 feet apart along the transect on bath
sides o&' the gun cart You should compute the average application rate far all
nonuniforrnity of the application. On a windless day, variation between containers
of more t;,an 30 percent is cause for concern. You should contact- your irrigation
dealer or tec:inical specialist for assistance.
'Repnnreo cr ter:,kation Training for Goervions of Animal Wasre 1KanagemeM Systems Manual

OPERATION & _4LAJ_ �NANCE PLA.NL
Proper Ia oon liquid manage:ne-1t snauld be a y=--r-round p� icrirv. It is especially
uunormnt to manage levels so that you do not have probie_n, s duL=; ceded rainy had
wer pc=iods.
Maximum smrz a craDatvty should be available in the lagoon for periods when tie
re vines Gvo is dormant (such as wing --dyne for be=udag7mss) or when thema-
e==dedY soe?ls such as the Lound_.-�storrra sea=n in the: s x==-dme.. This m=s
.that= the MO Is of dant _-Owth in the In- want -:/ea ly sung, =,—,Moir a= ., ffmg, to
a fa= w-sw m nagemtnt pian should be done whomever the laud is dry enough to
r=:ivela;oc= liquid. This wit ma storage =9-- av U,-xie in the lagoon for hz=we`
periods- In the lar: summer/easy Lai the Doan should be Du.-,,mxd down to the low
maw {s:e r� ere ?-l) to allow for wingr storage< Every eff-ort should be- made to
tae lagoon close to the: rn-nirourn liquid level as long as the weather and wasm
utrfiration vl= will allow it
Waiting un:H the Iagoon hos ed is rna;d-nunt storage C=acty berare ==.V, to
irrigz does =tot i zve room for s-zorLg --cess warms during -^,-Adel' Wet periods.
Ove=ffow �m the lagoon f07 qty -tasOn ezc of a 2-yenar, 2° lho[dr storm, is a. vio. don of
stare lair and SL?b9P:t to D'...'Li zc:ion.
The rvu=t._ =immnance of a azoart involves the following_
M ire an,_- of a varazatve cove; for di—_ da
escue or contl,ort a`Ye a' c mos c:;rm, on vegeta,::ve
;av=. Th: vege -on should be f ar.: yma , Irneeaer, to
. =-2in a_,,q- rous =,czd- The amount or se_--" wiled should be
bases on a soils tes-" bit ia the evenr tr'tar. it ;s nor vr='Cal to obtair-
a. SOILS iesz °SC.I Year, tin lagoon and si =r Ummng ;'^"'+..-S
StiQu.'G' De :r�i_: 800 wu71d5 ac--- Oi 0-10-10, 0r
a.'u va1eIlL
3r_sh and utas on the embanlmlent must, be candler. This may be
done by mow•i., e, =m"V ng, grz_=g, chov_stcing, or a combination or
these -0�cd=. Th e i
s should be donat lonce a year and
xssi}ly twim is y=—_z th= weather: conditions az-_ :ftva,­able for
heavy vegP..tadve ZZOwL-41.
NOTM If vege-_= -Lion is controller by sraYing, the herbicide: rn== z not be allowed to cat=
the lagoon �:c%a Such cherniczis coula r,a.-CM tthe bac*�r in the -lagoon that are �TCr
the waste.
Maint=an= i"Svx_--";ons Or the ent = lagoon should be nnade dur_'n- the initial ming of
the lagoon a::d at 1=st monthly and a = maior ic.m,-zd and sto.T.. events. Items to be'
Ckleclo sh02:1d L:.Cliicie, as a. =LiI, m follow _TjC
Wzs-a! Lilet Pines, R- ,,c:,.,ng Pines, and Ove: -.How Iliv_s--look for_
1. seaaration or joints - -
� r_� or b
S . ac,..umularion of salts or rrzinezals.
=- overall condition or Dives

Lagoon surfact--loo's for:
I. undesirabie vegemdve giowth
2. floating or lodged debris
Embanlane t look for.
1. senlemeat, o wddng, or "jug" holes
Z. side slope stability—slumps or bulges
3. , wet or damn arers on the back slope
4. erosion due to lack of vegetation or as a result of wave acti=
5. rode dau^.ale
Ezzg= lagoons may be subject to lin- damage due to waver action caused by strmx
wands_ These waves can erode the lagoon sidewalls, thereby weakening the lagoon dame
A good staacd of vegetation wall mduce the potential damage can.sed by wave action- If.
wave action causes serious damage to a lagoon sidewall, baffles is the.lagoorr may be
used to rzdu e- the wave imnacts.
Any of thmsaa features could lead to erosion and weak, -ming of the dam- If your lagoon has
any of th=e feaares, you Should ;.:sII an aulm: p nate eery dry liar with d=zgm and
construmdon of waste lagoons. You may need to provide a :emoorary -a if then- is a threat
of a wasm d_sc a.,e. However, a ppm ent solution should lie reviewed by the
technics' L Any digpng i �m a lagoon dam, with heavy equipment is a. s='Ous
una=- -=— wi-m motendally se. ous consecu--nces and should not be conducted unless
recom ended by an armronra;e exile- w
ilansfer Pumas .e:ck for proper opec�ori of:
i . recvciin; num-os- - -
2- Irzig-don vumos
Check for lis, loose fitdngs, and over sumo opeadon. An unusually loud or ceding
no=, o= an,Iount oI vibrszvn, may Incucatr &.= the Du= is In herd or re -.—:,I' or
NCS: Pain; systems should be insnertz and opated. :*ueatly enough so tea* you.
are not caraaiey "surprised" by equipment failu-e. You should perform yourpining
systeru r, .�=-=Aan ata time when. your lagoon is at its low Ievel- This will allow some
safety time should maior repairs be rwuired_ Having a nearly full lagoon is nctthe time
to think about switching, repairing , or borrowing pumps. Probably, if yourlagooa is full,
your neighbor's lagoon is i �iL also. You should consider rnain-muniag an inventory of spare
parts or pu=s—
Sur-ace
water divemon feattures are designed to carry aff surface
drina a waters (such as rainfall runoff, root" drainage -7 gutter outl=,
and parldng loc runofr) away from your lagoon and outer waste
u...ttne.�t or storage sc-.s_ The only warms that should be
taming from yourlagoon is that which comes tom your -flushing
(wm-shing) system pias and the rainr"all that hits the lagoon directy.
You should ins your diversion system for the following:
I . adeq= o. vegetation
z. dive_5"Lon capacity
3. ridge be:n height

Idcmiffed *problems should "be car=ted promptly. It is advisable to inspect your s_vsteat
during or =rnedzately following a heavy rain. Ir technical assistance is needed to
edam nine proper solutions, consuIr with appropra= expo---Ts-
You should record the level of the lagoon just prior to wiz =1 rain is predicted, and then
r=rci the level again 4 to 6 hours after the rain (assurnes th=e is no pumping). MS wig
give you an idea of now much your 12 -goon level will rise with a ceresin rainfall amount
(you must also be recording your rainfall for this to work). Snowing this should heir is
planning irz--gadon applications and storage. If your lagoon rises excrosiveiy, you may
have an inflow problem horn a a=-kce water dive -cion or theme may be seepage iam the
lagoon from the surrounding land..
ILagoon- OP-e''dl10n
1. Itnmediateiv aft--- cons=uction establish a corn -Die= sod cover on ba_e soil
surfaces to avoid =sion.
2. ill new lagoon drip �aznent volw-ne at 1e.as` half full of ware: before
waste loading be4,,s, ung care not to erode lining or. bank: slopes.
? Drainpipes into -tee is aon should have a =ie„ _:bie Dive .0 de.- on -. e
_:rid oz e. pipe :o r_sc:.a*ge ne--Z, the bottom of the lagoon duan; : Twp;
f -=z or anot-i--- Z=s or siowr i g the inco,—.�ng water to avoid e±"J-5cn or
the 1-n ng.
4. When possibler be�� loading new lagoons in the spring to maar�
bact,�.ial estabiishmenr (due to waver, er weather). '
5. it is re:amniendr 1=4-" a new lagoon be see..^Q..^. with sludge from a hey
wor=C; sw-une i`oon in the amount of 0.25 of the fuILiazoon
-icuid volume. + pis suing should occ our a ;=t two weeks prior -z the
addition of warwwa=.
6_ -Maintain a periodic check on the Lagoon liquid 7H. If the pH fhlls below
7. 0, add agriculmrd) Time at the rate of 1 pound Der IOOO cubic few of
lagoon liquid volume until the pH rises above 7.0. Qpummum lagoon Emid
pH is between 7S and 8-0-
7. A dark: color, lack of bubbling, and ex=sive odor signals inadem:azw
biological activity. Consultation with a technical sDecialist is =m=erded
if, these conditions occur for prolonged periods, especially during the w zm
season.
Loading, -
Me rnore L---L,ently and reguiariv that wastewater is added to a lagoon, the be= --the
lagoon will f riczion. Flush syss,---ns mat wash wash into the lagoon several times daiiv aP
optimurii for t--M-Z-nettL Pit .=':.a ze systems, in which one or more buildings are drained.
and rech=,O ed each day, also work wet.

Practive xute- conse.-va ion—ndnimi= building w= --r usage and
millage from Ieaking waterers, broken pipes and washdown through
proper maintenance and water conservanon_
_ Afinimi e reed wastage and spillage by keening feeders adjusted. This
will reduce the arnount of solids erste.-ing the moon
Maintain lagoon liquid level between the permanent storage level and
the full temnorazy sz-orage leve:.
Place visible maeim-rs or stakes an the lagoon bank to show the
minimum liquid level and the maximum liquid lever figure 2-1).
. _ Start irrigafng at the earliest possible dare in the strong based on
nutrient reau=--me--s and soil moisu:re so that 'te:anorary storage
will be maximisf for the summer thund-s;,orm s, son. SimiiaHy,
iu-igate in the Iate rummer/early fall to provide mz= m lagoon
storage for the wm=
_'l"ne Iazoar, liquid leve'_ should never be clow.- thz-1 I root to the lower,
point or the dam or emba.=enl.
Do not Dur -.n te la=oon squid level lower than the v=anen: sm:aze
level unless you a. -e _e:noving sluage.
I..ocatr f oa: Duran ire es armroxirnately I S inches underneath the sanlid
su: r-- and as :a: wwav from the Q.rx,.ainDlt}e Ill! mo.'s as Dosslale.
?r--'Jeli additions of bedding IiI2LmaIs, Ion-ster=ed foragearve;'-atuoB,
molded few', plas-c svr:n-es, or other form..: mazz--lals into the lazoon-
.c.^.ue:ltly remove solids -,Torii calci basins a: end or confineule-al ouses.or
wn.wever they aze
Maintain said veg=don, rodent, and varmint car=ol near lagoon edges -
Do not allow trews or large bushes to -ow on lzgoon dam or emban:=eat
R --,hove sludge -mrd the lagoon either when die sludge storage capacity is
=ziil orbefore it :-i!Is 50 Der -cc. -it of the pe:Inarle:lt suorage volume.
L- animal production is to be terminated, the owner is responsible for
obtaining and inmlementi.ng a closure pian to eiin.�-.at: the possibili_ry of a
ilutLar discharge_
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

proper lagoon ring,
m=hanical souds =aradan or flushed wast,
gravity se.ting of fished waste solids In crit appropriateiy designed basin, or
minTrniaR- feed wa tae and spiilage. -
La,,-oou sludge that is removed annually rather dian stored long term will:
have more nutiielts,
have more odor, and
rewire more land to proaerly use the nutrie.-irs.
Removal tag hiiicues:
F_lre a custom anliefor
_ - Mix the sludge `nd lagoon liquid with a chopper -agitator impeller
pump through la:;e-bore sprin ler:Jzr igation system onto ne=v upland;
and soil incori.onte.
Dewater the upper ?a-: of lagoon by i=rigsdon onto ne=v crop=d or
forage and; sm -ma nin_z sludge; pump into liquid StUdge aDDLIT ; haiiT
and spread onto =o -p- 1* d or foiagelznd; and sa ll incorporam.
De:Yate: the o.- lagoon ov LiI_?ado^ onto nearby CionlEnd or
ioraze and: dr_ --z! sludze from lagoon with.L_c!3IIe or s1Ud'ae Dz:T-e: D`"'ru"I
an area besidt racoon= :4 receive the; sivage SO ;,a: liquids can c .:n bwx
L-ito lagoon; clow sludze to dewarer, haul =d Spread with malum sp%3d_
onto CropianQ of .O:zza! Ind; and soli incor✓Or_=.
Regardless of the method, you m st :ave the sludge rateria l azialyzec for waste
constrcue- .s jus. as you would your lagoon water. The sludge will contain different
nurses-: and rneml values x.orn t e licuid. The apniication o1 he sludge to fields will-ae
.limited by Wiese nutrients as we'l as any previous wast appii zdons to that nerd and �
reJuiMM= Waste atmiic aeon rtes will be discusses in de—=t in Chapter- 3.
When removing sludge, you must azo pay attention to the slier <o arevenr ciani�e. Close
at=tion by the pumper or drag-Imi e operator will ensure the the lagoon liner n_m-
intac-_ If you see soil material or the syntheric liner marten =f r being disturbed, you should
stop the aczivity immediately and aot resume until you are sure that the siudge =be
removed without Ener injury. li ane line. is damaged it must be repaired as Soon as
possible -
Sludge removed :torn the lagoon :;as a much higher phosphor -us and.heavy metal c;,ntmt
than liquid_ 3e:=use of this it should probably be appiied to lard with low phozhoras
and metal laves. as indicated by a sol: test, and incorrora= to _educe the chane: or
erosion. Note that if the sludze is applied to fields with very hdgh soil -test phospaarrs, it
should be azmiied only at rates ec,::-:l to the crop removal or p4hosphorus. As with ot.
wastes, alwi ys have your iagoon'sludge anaivzed for its nurr, t value.
The avpiiCzzion of sludge will Lac.—._se the amount of odor at the waste zoDiication Site -
Extra pr_.audon should be use..^: to observe the wind dire tion and other conditions wMCn
could inc. se tale concern of ne zhbors_

Possible Causes of Lagoon Failure
Lagoon fautmm -result in the unplanned discha be of wasrewrar= from the suuca= Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dares- Assuzn ng prq= design and constru=on, the owner has the responsibility for
ensurzag srrucart'e safety. Items winch zaay lead to lagoon Afaflures include:
Modification of the lagoon snru==e—art e==ie is the peat or apipe
in the dam without proper design and eons= action. (Consult -an e- tin
Ia;oon design before planting any pipes in dams-)
Lagoon liquid levels --high levels -a= a safery risk.
Failure to ins- and maintnin the data_
Excess surface wat-: flowing into the lagoon -
Liner intgity protw from inlerpipe scouring, damage during sin
removal, or =am from lowering lagoon liquid level below g_ uadw-=--
role.
NOTE_ Z lagoon water is allowed to overtop the dam, the -moving water-wiHscan crose
gtriiies to far.,z in the dam. Once lois rzmage srartts, it can et:icsiy. cause a la:di:sc!ia-
of and vossibie dam mare.

I
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) quo) - IS
EMERGENCY MANAGEMNc SERVICES (EMS) Z -
SOIL AND WATER CONSEnVA T [ON DISTRICT (SWCD) CS1 l0)4 --j
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) a -
COOPEsRATIVE EXTERSION SERVICE (CES) l'D��S�.? --I I �m I
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running or; site. You should nor wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all' employees at the facility. The following are some action items you should
take.
T. Stop the release of wastes. Depending on the situation, this may ora may not -be
possible. Suggested responses to some possible problems are lined belwo.
A. Lagoon overflow -possible solutions are:
a. :=add soil to be -n, o increase elevation a darn.
b. Pump wastes x f7eids at an acceptable rate.
c. Stab all flows ,.o uie lagoon immedlate!y.
d. Call a pum'oinc con -'r actor.
e. Make sure no su.—sace water is en tering racoon.
E. Runor from wasta aoolication field -actions include:
a. l�mrnediateiy stop 'haste application.
c. Create a temporary diversion to contain wase.
e. Incorporate wasta'o reduce runor.
c. Evaivate and eliminate the reason(s) that cause the runoff.
e. Evaluate the aCDiicct3on rates for the fietas where runoff O=Urred.
C. Leakage from the waste pipes and sprinklers -action include: .
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharce.
d. Repair all leaks prior to restarting pumps.
D. Leakage From flush systems, houses, solid separators action inc!ude:
a. Stop recycle pump.
b. Stop irrigation purno.
C. Make sure siphon occurs.
c. Stop allflows in The house, flush systems, or solid separators.
E. Leakage From base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. pig a small sump or ditch from the embahkmermw catch all
see ,ace, put in a subrnersible pump, and pump back to lagoon.
b. if hales are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls -and lagoon-
bor ore as soon as possible.
_ 7"

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste -reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
I Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. how much reached surface waters?
3. Comma= appropriate agencies..
a. During normal business hours tali your DWQ regional office; Phone - -. After
hours, ernergency number: 919-733-3942. Your phone call should include: your
narne, f acUiry number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corre�ive measures u,at-have been
under taken, and the seriousness of the sitution.
b. !f spill leaves property or enters surface waters, call local ELMS phone number.
c.- instruct EMS to cantcct local Helath Deoar amen t.
d. Contact CES, phone number - , local SWCD office fice phone number - -, and local
MRCS o<<ica for adviceitac:,nical assistance phone number - -.
4. If None of -ha above works call 911 or the Sheriff's Department and explain you
prooiem to :ilem and ask the perSQn to Con�aCi ;he proper agencies 3or you.
,r]. CcnraC; a is contractor of your choice to begin repair or problem to mininize oh -
site damace.
a. Coy tractors Name:
b. Contractors Address
c. Contractors Phone:
6. Contact the tachnical specialist who certified the lagoon (NRCS, Consulung
Engineer, etc.)
a. Name:
b. Phone:gS-
7. Imole.rnent procedures as'advised by DWQ and technical assistance agencies to
recity the damage, repair the system, and reassess the waste manaament plan to
keep problems with release of wastes fron happening again.
2
R
I

INSECT CONTROL CHECKLIS i FOR ANIMAL OPERATIONS
Source Cause SMP's ;a Minimize Ocor 5ta specific Prac ices
()squid Systorns) — —
Ruzh Gunlers Acc=rruladon of s* d tvfqush systerm is designed and coarated
sufficiently to remove accumulated
wilds front gutters as designed.
( ) Remove bridging of ac=urrtufared solids at
Lagoons and Pit= Crusted Solids inzain laccons. seting basins and
pins wnera pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 9-.a inches over more than
3004 of surface.
Excessive Vegetative Decaying vegetation ) ainrain vegetative control along banks of
Crrawth lagoons aria other impoundments to prevent
accumulacion of decaying vegetative matter
along water's edge on irrrocundment's perimete•.
(Dry Syszemsj
Feeders l=ed Spillage O Design. operate anc maintain faeo systems ie.;..
bunkers and trougnsj tz rninirniZe the acc.L: iatlon
of dacsyina wastage.
(j Clean uo sciiiage on a routine basis fe.g. 7-10 day
interval during summer. :5-30 eery interval during wintar).
Food Storage Accumulation of feed residues ( ) Reduce moisture ac �:-cutation within and around
immediate perimeter of feed storage areas by
insuring crainaga away from site andlar pravicinq
adecuare containment (a-;.. covered bin for
brewer's grain and sim•.iiar sign moisture grain
products).
() InspeC: for and remove err break uo acrrmuiated
solids in filrar strias around feed storage as needed.
Animal Holding Areas Accxurarlatiorss of stints( wasters ( ) rierrvnare low area Lsac :rap moisture along fences
and feed wastage and other locations wnere waste accumulates and
and distur7ance by animals is minimal.
() Maintain fence rows and alter strict around animal
holding areas to minimizes accumulations of wastes
(i.e. insoect for and remove or break uo accc:nrulated
sa(ids as needed).
&VC—November 11. 1996

Dry Mange l-iardLn4 Acrxrmul4Cons of animal wastes { } Remove spillage on a roiains basis (e.g. 7.10 day
Systems intervai during summer; I S-30 days ituervel'G
winter) where manure is loaded for land appievion
or dirsposai_
(} Provide for adeas:asa drainage around mamwe zackpies-
{) lrmpecr for and rvrna" or break up ae6cemd=d wastes
in -toter stripes around stockpiles and nuoure hu%Tu8
asess as needed_
the issues checked { } pertain to this operation. The landownerfiintegr=r agrees to use sound judgmen7: in applying
insect cormral meascries as practical.
I certify the aforemerrzioned inset; corttroi Bess Managemenr Practices have been reviewed wilts me -
(Landowner
For more information c=ntnc't-zhe Cooperative Fsierssion Service, Dope. a. ens of i:.-ttomologv. Sax 7613..North Gamine Sarze Universfty. Raleigh. NC
7695-7613.
dMIC—November 11. 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKUSTI
Source Cause amp's ro Minimi_ Odor Sit, Specific Practices
Farmstead _ Swine production�! getanve or wooded buffars;
Wmy
Fcammered best anagement
P dicast
Goad judgment and common sense
Animal body surfaces Dirty manure -covered on4naks ( ) Dry floors
Floor surfaces Wet marwre-covered floors Gaited floors;
U,Waterers located over slatted floors;
2ars at high end of safid floors:
rane manure buildup from floors.-
()
loors.() Underiloor ventilation for drying
Manure coAection piss Urine (j�raquent manure removal by f(ush,pii
recharge.or scrape
Parital micorbial decansoositian (} Underfloor ventilation
Ventilation exhaus-, farts Volatiie gases; yofartrnaintanancs;
Dust (A45-ficient air movement
Indoor surfaces oust ` ssdown between groups of anirnals
( ) read additives:
{ } Feeder covers:
{ } reed deiivery downspout extenders to
feeder covers
Farset tanks Agitation of recycled lagoon () Flusn tank covers
licuid whiles tanks are filling (} Extend fill lines to near bor rn of
tanks with anti-sionon vents
Rush aileys Agitation during wastawater .� () Underfloor'tush wit:e underfloor
conveyenance ventilation
Pit recharge points Agitation of termed lagoon () . scene rechard lines to near nottom of
liquid while pits are m,Fng pits with anti -siphon varrs
Lift stations Agitation during sump tank n(Gng () Sump tans covers and drawdown
Outside drain coned don Agization during wastewater () Box covers r ..
or junction boxas conveyance .
End of drainpipes at lagoon Agitation during wastewater () Exrone ciscnarge point of pipes
undernearn lagoon iiclid [oval
l-agoon surfaces Volatile gas enussions raper lagoon iicuid capacity _
Biological mixing �rrect lagoon starnup, procedures
.agitation () Minimum surface area-to-voiume ratio
Ur rumurn agitarion wnen purring
( ) Mecnanieal aeration
{ ) Proven biological additives
'rnganon sprinkler nodes sign pressure agitation U46 at on cry eays vntrt [itch or no wind
Wind draft (mum recommended operation preswra
(rno inrake near lagoon lieuid surface
(} Pump from second -stage lagoon
,NIOC—November 11. 19.96

Storage tank or baSir: Partial microbial decempasition (] Sortorn or midlevel loading
surface Mixing while filling (] TaniC rovers
Agitation when emptying { ] Resin surface rrram of solids
(} Proven biological aeditives or oiudants
Serving basin surfaca Partial rrticobial decomposition () Fstand crainoipe outlets underneath liquid
Mixing while tilling level
Agitation when empiyinq () Remove seined safids regularly
Manure, slurry or sfuage Agitacan when spreading () Soil injection of siurrylsfudgas
spreader outlets Volatile gas emissions ( ) wash residud manure from spreader after use
( ) Proven biological additives or mddants
Uncovered manure, slurry Volatile gas emissions wife drying ( ) Soil inree:ion of sfurrylsfudges
or sludge on field surfaces ( ) Soil incorporat7on within 48 hours
(� Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals Carcass decomposition ( ) Proper disposition of carcasses
Dead animal disposal Carcass decomposition (} Compiete covering of carcasses in burial pits
pits (} Proper location/construction of disposal pits
incinerators [ncompjete cormoustion (} Seconcary stack burners -
Standing water arounc improoer drainage uz,ade and landscape sucrt Char water drains
facilities Miombial decomposition cf. away `ram faciiities
crgartic :Halter
,Manure trachea onto pubiie 'pony maintained access roads { "rm access road maintenance
roads from farm access
Additional information: AviEabie From:
Swine Manurs Managannerry :=70 Rule/i3MP Paeitat NCSU-Czumy=:.ansion Canter
Swine Production Parrs Porenaal Odor Sources and Remedies, E3AE Fact Sheet NCSJ-UF-
Swine Production Faculty Manure Management: Pit Recharge -Lagoon Treatment,' =3AE I ZS-aR Ncsuu-3.tE
Swine Production F-aciiity Manure Management: Underioor cusp -Lagoon Treatmenr, ESAE Z 23-38
Lagoon Oesig and Management for Livestock Manure Treatment and Storage; EMAE 103-33
Calibration of Manure and Wasrawerer Application Equicrs cam' AiE Fact Sheet
Controlling Odors from Swine &Ridings; PIH -33
;nvircnrmenra! Assuranc Pmgrwm NPPC Manual
Options for Managing Odor a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Manegarmerm Odors and Fries: PRO107, T 99S Conference Proceedings
NfSJ-cU E
Ncsu-ate
NCSU-3Ac
NCSU-Swine Ectansion
NC Porn Produces Assoc
NC3u Arai Cat(mmninimdons
Florida C000ewive Extension
-he issues checked ( ) per.'ain to this operation. The Ian down errrlteg. ator agrees -to use sound judgment in applying
odor Control measures as practical.
cerrify the ar`oremerra'oned odor control Bess managment Pracmices have been reviewed with me.
-nGowner Signature)
AOC-,vovemoar II. 1?95

MORTALITY MANAGENTENT METHODS
(check which method(s) are being implemented)
{ } Burial gree feet beneath the surface of the ground within 24 -hours
.after knowledge of -The death. The burial be at least 300 feet from
any flowing seam or public body of water.
( ... ` Rendering at a rendering plant licensed under G. S. 146-168.7
{ } Complete incineration
{ ) In the case of dead poultry only, placing it a disposal pit of a size and
design approved by the Department of Agriculture.
{ } Any method which in the professional ooiniors of the State
Veterinarian would make possible the salvage of part of a dead
anirzal's value withou andangering human or animal health. (Wrrten
approval of the State Veterinarian must be acr.ached)

tosL GONIZAVATIOM sL■wzL
Snit INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
Nuzzo u
a • _ •
r
WOODLAND—AcREs tam --ACRES
SKETCH OF PROPOSED POND SHOWINGBORINGS-
���■1111111
■■ ■�L�i��' , • ■�'
igulaxis
�■
�!�!�
■11
d �dMIEN ME
MINNON
■■
INN
■■■��■��!!!!■gni
■■�
MIR
��l�ll■ ■tom �!■f �����■■!�!!■:'t�■
�!'l�ltali■���li�l:`■:■Il��■l�Q�tl■
BORINGS MAD

j.. a
TYPES OF MATFRIAL FNCOUNTER£D IN RORINGS
r
• (tlftr• unr r.t •:V•=1rmv i:rin+ar)
UNIFIED CLASSIFICATION E
USDA CLASSIFICATION
GW -Well graded gravels; ltravcl, sand mix
�•gravei'- �r 7 -
GP- Poorly graded gravels i
e - sand
GMSilty ¢ravele: gravel -sand -silt mix
vi,:=•v*ry fine wand,
GC'ttmyey.grovels: grave l-cand-clay rrix
sl-ss,ady_loam __ - - - - •-- _.
SW -,Vi;l graded'sands; sand-gr*vel mix
i1s," fine sandy <loam 1
SP -Poorly traded •sands
SM -Silty -sand -
gT-gravelly loanr
SC -Clayey sands; sand -clay: mixtures
si - silt ;.
silty. v. fine sands; sandy orelayey silt
sit • silt leant
-CL-Clays of law to medium Plasticity' ' "
cl--clay learn --
earn--CH-Inorganic
CH - Inorganicclays of high Plasticity
sicl-silty clay loam
MH - Elastic silts -
scl -sandy clay loam
pL-Organic. silts and silty clays, loan Plasticity
sic - silty clay _
F OH -Organic clays. medium to high Plasticity
c •clay
- 1. $rsibLla motenal for emb.akmfmt i• availw6l. Tf
Yew n Pie ' /lwd+raf...4... ku fwr .n JA. tt►f h fn-.
REMARKS:
- CONTRACTOR SHOULD STRIP TOPSOIL AND STOCK PILE AND. USE ON AREAS
THAT WILL BE SEEDED.
-
-- -2. ZipWu har.rda requirins speas! att+!ntic n in df rcn I.Ti.rq�.- t1+lr.r.. ronF flGJ '
: - - 'GMgE1tAL 13.z'�iAf-tKS:
IMMERM __
w2in-M Wa- MINIMUM

-jAmES LZZELL AND SONS
ADDRESS: HARRELLS, NC
INTRODUCTION:
-------------
=1R.EZZELL, PLANS TO CONSTRUCT A 2600 FEEDER PIG NURSERY ON A
___ ACRE FARM IN THE TB -4 COMMUNITY. HE PLANS TO PUMP THE EFFLUENT
JN COASTAL -BERMUDA GRASS. "OWNER REQUESTS NO SLUDGE STOOAGE.
SLUDGE WILL BE REMOVED AS NEEDED."
:SITE CONDITIONS:
----------------
THE SITE IS LOCATED ON BLANTON SOILS THAT ARE MODERATELY SLOPING.
THE NEAREST DWELLING IS 2000+ AWAY. THE SITE IS RESTRICTED ON
THE SOUTH SIDE BY A PROPERTY LINE.
TYPE AND SIZE
OF OPERATION
:LASS S
NURSERY (2600)
DESIGNED BY HERMAN RIGGS
DATE 10/24/90
APPROVED BY
DATE
DERMANENT
STORAGE
2600
35 lbs per
hog 1 Cu Ft per Ib.
91000
Cu
Ft
TEMPORARY
STORAGE
91000
lbs of animal x 1.35 cu.
ft. of waste per day
22113
Cu
Ft
per 1000 lbs of animal wt.
x 180 days
RAINFALL
LESS EVAPORATION
x
241^.00 sq. 'It. surface
area per 12"per ft
14000
Cu,
Ft
RAINFALL
— 25 YR. 1 DA`! STOPM
'" x
24.00 sq. ft. of surface
area per 12" per ft.
14000
Cu
Ft
TOTAL STOP,;;CE NEEDED:
127113
Cu
Ft
4708
Cu
Yds
TOTAL STOR;:GE I-% M I LABLE
130 440
Cu
Ft
----------------------------------------?
4831
Cu
Yds
CAPACITY IN GALLONS
=750-`91
IA144URE AND
URI i`iE PPODUCT I ON
2600
hogs x 2.1 tons per
year
5480
T./yr.
0

I
".PPROXIMATE NITROGEN CONTENT THAT WILL BE PRODUCED PER YEAR
-NITROGEN (N) - 0.48 LBS PER R 1000 LBS OF ANIMAL WT. X 365 DAYS
0.48 x 91000 x 365
1000
(N) - 15943.2 LBS
IT IS ESTIMATED THAT APPPROXIMATELY 25 % OF THE NITROGEN WILL BE
.,VAILABLE FOR USE AS FERTILIZ
'THE FOLLOWING AMOUNT CAN BE APPLE APPLIED ON THE LAND
3985.8 LBS.
3EFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
IN RALEIGH IS MAKING SOME TEST ON LIMITED BASIS. YOU SHOULD
-ONTACT:
AGRONOMIC SERVICES DIVISION
vCDA, BLUE RIDGE ROAD CENTER
.RALEIGH N.C. 27611
-JHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION.
ARROW -TO -F I N I S�-i
---------------------------NURSE NURSERY
------------------ ---_--FARROW-TO-F I N I SH
SOWS
--------------------------
ANIMAL EQUIVALENT LIVE WEIGHT
351,000 91,000
-------------- --------------- -----_-----------------------------------
TOTAL LAGOON LIQUID TO 8E IRRIGATED PER ANIMAL UINT/YEAR
5,460 20,540
-----------------------------------------_---------------------------
NITROGEN
62,400 17,420 70,200
--6 ------ ------------------------------------
.�'HSPHATE ------- - --
3,640 936 104000
---------------------------------------------
--------
.�GTASH
26,000 6,734 233,400
-____----------------------------------=
-=ROPLAND (ROW) ACRES
49 13 572
-__-------------------------------------------�-----
IASTURELAND (GRAZED) ACRES
26 6.5
260
---------- ------- ----- ------- ---- ----_------------------------------
-
AYLAND (COASTAL 5ERMUDA GRASS) ACRS
13 72 4.68 195
-..ekz4x�Fz�rr-'s�4�-�y-ikt�F�r?r-kir�4ie�4�h}�ae�i'=rdrirt�ir���+e�-k�r.-trt'�k���4'�r�r�nieyF�4�Firitir�ie-k-irir�r-kt

NAME: JAMES EZZELL AND SONS
SEEDING SPECIFICATIONS
AREA TO BE SEEDED 1 AC.
APPLY THE FOLLOWING:
JSE THE SEED MIXTURE
INDICATED
C )
C )
500 LBS. 8-8-8 FERTILIZER
2 TONS DOLOMITIC LIMESTONE
60 BALES SMALL GRAIN STRAW
50 LBS. FESCUE GRASS
35 LBS. OATS
50 LBS. ErAHIA GRASS
4 LBS. WEEPING LOVE GRASS
12 LBS. HULLED BERMUDA GRASS
20 LBS. UNHULLED BERMUDA GRASS
DIVERT ALL WATEr^, TO A STABLE OUTLET
THE NEAREST RESIDENCE IS 20001 FT.
F.B.M. ELEVATION 50.00
:DESCRIPTION
D,n top of property I ine marker that is at east end of access rd.
31TE PREPARATION:
EXCESSIVE WATER RUN-OFF MUST BE CONTROLLED BY PLANNED AND INSTALLED
NEEDED EROSION CONTROL PRACTICES.
EEDING:
aPPLY SEED UNIFORMLY BY HAND, CYCLONE SEEDER OR DRILL.
WHEN A HYDRO—SEEDER OR CUL T I PACKE� .' TYPE SEEDER IS NOT USED. THE
3EEDE:ED SHOULD BE FIRMED FOLLOWING SEEDING USING EQUIPMENT AS
'.ULTIPACKER, ROLLER, OR LIGHT DRAG, SECURE MULCH
WITH MULCH ANCHORING TOOL, DISK HARROW SET STRAIGHT, OR STALK CUTTER
ON SLOPING LAND. SEEDING OPERATIONS SHOULD BE PERFORMED ACROSS
LOPES.

24000.0 Sq.ft.
127113.0 cu. ft. needed
',IDE SLOPES 3:1
INSIDE TOP OF LAGOON DIMENSIONS
'AIDTH LENGTH
150 160
ENSIDE BOTTOM OF LAG SONSIONS
AIDTH LENGTH
78.00 88
71 0P OF DIKE ELEV .
-3OT. OF LAGOON ELEV. 33.00
`RANT OF PAD ELEV. 50.00
;ACK OF I riL) ELEV. 552.50
JAMES EZZELL AND SONS
DEPTH
[AREA OF TOP
+ AREA
OF BOTTOM + 4 X AREA OF MIDSECTION?
'.VOLUME
= ---------
----------------------------
6.0
27
DEPTH
C L X
W+
L X W+ 4 X L X W I
4OLUME=
-------------------------_._._--------------
6
27
10
[ 138 X
148 X
78 X 88 + 4 X 108 X 1187
VOLUME=
---------
-----------
-------
6.0
-
27
10.0
[ 782641
`fOLUME =
---------
--------
6.0
27
130440.0
CU. FT. AVAILABLE
VOLUME
= ---------
27.0
IOLUME
= 4331.1
CU.YDS.
24000.0 Sq.ft.
127113.0 cu. ft. needed
',IDE SLOPES 3:1
INSIDE TOP OF LAGOON DIMENSIONS
'AIDTH LENGTH
150 160
ENSIDE BOTTOM OF LAG SONSIONS
AIDTH LENGTH
78.00 88
71 0P OF DIKE ELEV .
-3OT. OF LAGOON ELEV. 33.00
`RANT OF PAD ELEV. 50.00
;ACK OF I riL) ELEV. 552.50

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son. CoMsEnvarsom SERVICE
SOIL INVESTIGATION TO DETERMINE SUITA131LITY OF PROPOSED POND SITE
CROPLAND-ACILFS PASTURE ACRESt o _oo
NEER
WOODUUND ACRES TOTAL- ACM'Sl;
SXZETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE} 1 '
Lm XLu■
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MEN
IN
■■■■■■■■■
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ME
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TYPES OF MATFRIAL, ENCOUNTERED IN riORINGS
UNIFIED CLASSIFICATION
I USI); CLASSIFICATION
GW -Well graded Kravels-. rr'ave' I. &and M1.4
I
.
GP -Poorly Zraded gravels
w --and
GM -Silty gravels; gravel -nand -silt mix
s vf:-. - . -irry fine S4nd
GC --Clayey gravelv. gravel -sand -clay mix
and a
ST-Ti;TXr42.ded
'.(.ctPJinV sandy loam
SP:Poorly traded sands
SM _Silty Sand
AiraJe I I y loam
SC -Clayey Sands; send -clay ',nlxt ores
—wSlItZ. silty. v. fln,aza,ncfs;,Sand'y"o'r"clavey silt
sil- silt loam
C4MWS -6jL low "taImedium plasticity
c1- clay loam-
CHclays of hilgh plasticity
ki C I - Silty clay lown
10 Elastic sIltz
scl - 'andy clay loam
OzZanic. tilts and silty clays, low -plasticity
sic -silty clay -
OH-OManic clays. medium to hitch plasticity
C - clay
I. Suitable material for ambszkmont iq fivailahle,- Ll�qYe* ONn t-f-&rele IA. jk*ot,% GM
REMARKS:
CONTRACTOR SHOULD STRIP AREA OF TOPSOIL AND STOCK PILE TO BE USED
ON DIKE AND PAD.
-2. Marplain hazards requi-mi special awwntirrn in deaTzn
ruck
r.MVERAL i66L=S:
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-21.0

AMES EZZELL
..)DRESS: HARRELLS, NC
NITRODUCTION:
------------
JAMES EZZELL, PLANS TO CONSTRUCT A 2800 FEEDER PIG NURSERY ON A
`0+ ACRE FARM IN THE TB -4 COMMUNITY. HE PLANS TO PUMP THE EFFLUENT
•`ti COASTAL BERMUDA GRASS. "OWNER REQUESTS NO SLUDGE STORAGE.
NUDGE WILL BE REMOVED AS NEEDED."
'TE CONDITIONS:
----------------
HE SITE IS LOCATED ON NORFOLK SOILS THAT ARE MODERATELY SLOPING.
HE NEAREST DWELLING IS 2000+ FEET AWAY. THE SITE IS
-ESTRICTED ON THE EAST BY A STREAM.
-YPE AND SIZE NURSERY (2600)
-F OPERATION
-LASS T
.ESIGNED BY HERMAN RIGGS
.ATE 10/31/90
:?PROVED BY
'ATE
:ERMANENT STORAGE
2600 35 lbs per hog 1 Cu Ft per lb.
-EMPORARY STORAGE
91000 lbs of animal x 1.35 cu. ft. of waste per day
per 1000 lbs of animal wt. x 180 days
::AINFALL LESS EVAPORATION
-51 x 24000 sq. ft. surface area per 12"per ft
AINFALL — 25 YR. I DAY STORM
x 24000 sq. ft. of surface area per
r x112" per ft.
STORAGE TOTAL RAGE NEEDED
TOTAL STORAGE AVAILABLE
---------------------->
CAPACITY IN GALLONS
!aNURE AND URINE PRCDUCTICN
2600 hogs x 2.1 tons per year
91000 Cu Ft
22113 Cu Ft
14000 Cu Ft
14000 Cu Ft
127113 Cu Ft
4708 Cu Yds
130440 Cu Ft
4831 Cu Yds
97 691
5460 T./yr.
i—

TAMES EZZELL
:r PROXIMATE NITROGEN CONTENT THAT WILL BE PRODUCED PER YEAR
;ITROGEN (N) - 0.48 LSS PER R 1000 LBS OF ANIMAL WT. X 365 DAYS
(N) - 0.48 x 91000 x 365
1000
(N) - 15943.2 LBS
_T IS ESTIMATED THAT APPPROXIMATELY 25 Z OF THE NITROGEN WILL BE
'VAILABLE FOR USE AS FERTILIZ
'HE FOLLOWING AMOUNT CAN BE APPLE APPLIED ON THE LAND
3985.8 LBS.
'_•EFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
-0 DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
:gid RALEIGH IS MAKINGSOMETEST ON LIMITED BASIS. YOU SHOULD
:uNTACT;
1GRONOMIC SERVICES DIVISION
,;CDA, BLUE RIDGE ROAD CENTER
ALEIGH N.C. 27611
;PEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
OVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION.
-------------------------------------------------------------------
=ARROW-TC-FINISH NURSERY FARROW -TO -FINISH
SOWS ,
=NIMAL EQUIVALENT LIVE
WEIGHT
3511000
91,000
****tom
-------------------------------------------------------------------
'DTaL LAGOON LIQUID TO
6E IRRIGATED PER
ANIMAL DINT/YEAR
=T#****
5,460
20,540
---- ------------------------------------
i1TROGEN
02,400
16,128
70,200
-----------------------------------------------------
yOSPWATE
--------------
3,640
936
104000
-----------------------------------------------------------------
'3TASH
26,000
6,734
283,400
----------------------------------------------------------------
.:zGPLAND (ROW) ACRES
---
49
13
572
-----------------------------------------------
�STURELAPJD—(GRAZED) ACRES
26
6.5
260
--------------------------------
.AYLAND(COASTAL "oEs+"1GDAGRASS) ACRES
13.72
4.68
195
•TTT1E �':C]T{x-j�1F if tiFf7Ftt�?T"IfT*yC1F*�1��*7P 1F]F*1r',���9r1��'1lT�'T'kir �',F:F 1F�a;k,k„x1'11'A*]�*fir

:AME: JAMES EZZELL
EEDING SPECIFICATIONS
!REA TO BE SEEDED I AC.
^PLY THE FOLLOWING:
500 LBS. 8-8-8 FERTILIZER
2 TONS DOLOMITIC LIMESTONE
60 BALES SMALL GRAIN STRAW
'SE THE SEED MIXTURE
:NDICATED
t )
t }
t )
t }
50 LBS. FESCUE GRASS
35 LES. OATS
50 LBS. BAHIA GRASS
4 LBS. WEEPING LOVE GRASS
12 LBS. HULLED BERMUDA GRASS
20 LBS. UNHULLED BERMUDA GRASS
-!VERT ALL WATER TO A STABLE OUTLET
:HE NEAREST RESIDENCE IS 2000} FT.
7. B. M. ELEVATION 50
DESCRIPTION
:od NAIL IN 10" WHITE OAK TREE AT SOUTH SIDE OF ENTRANCE ROAD.
SITE PREPARATION:
;CESSIVE WATER RUN-OFF MUST BE CONTROLLED BY PLANNED AND INSTALLED
.:EEDED EROSION CONTROL PRACTICES.
JEEDING:
-.?PLY SEED UNIFORMLY BY HAND, CYCLONE SEEDER OR DRILL.
.THEN A HYDRO -SEEDER OR CULTIPACKER TYPE SEEDER IS NOT USED. THE
7EEDBED SHOULD BE FIRMED FOLLOWING SEEDING USING EQUIPMENT AS
:ULTIPACKER, ROLLER, OR LIGHT DRAG: SECURE MULCH
A I TH MULCH ANCHORING TOOL, D I SEC HARROW SET STRAIGHT, OR STALK CUTTER
N SLOPING LAND. SEEDING OPERATIONS SHOULD BE PERFORMED ACROSS
:LOPES.

s
TAME: JAMES EZZELL
DEPTH [AREA OF TOP + AREA OF BOTTOM + 4 X AREA OF MIDSECTION]
GLUME---------- ----------------------------------------
6.0 27
DEPTH [ L X W+ L X W+ 4 X L X W 3
"LUME =--------- ---------------------------------------
6 27
10 [ 138 X 148 X 78 X 88 + 4 X 108 X 1181
GLUME=--------------------- --------------------- ------
6.0 27
10.0 [ 732643
GLUME_ ---------- --------
6.0 27
130440.0 CU. FT. AVAILABLE
:GLUME _ ---------
27.0
;;GLUME = 4831.1 CU . YDS.
24000.0 sq.ft.
127113.0 cu. ft. needed
'.IDE SLOPES 3:1
- yS I OE TOP OF LAGOON
D I MENS I OWNS
y I OTH
LENGTH
150
160
:.tSIDE BOTTOM OF LAG
40NSIONS
,40TH
LENGTH
78.00
88
'DP OF DIKE ELEV.
OF LAGOON E -E ! .
--.00
.TONT OF PAD EL Eli.
50.00
,C< OF PAD ELEV.
52.40

low
■
SEEN
SIMON
1110111111
mi
NEW
Wn
WN

TYPESORMATERIAL ENCOUNTERED IN FJORIWOS-
.........................................................
"tAlFtED CLASSIFICATION j U5VA MASSIFICATION
GW -Well graded gravels: gravel.'sond MIX
I
GP -Poorly graded gravels s sald.
GN -Silty grave 1-itand-ai It mis
I vf.r: Vrry 1`44 sand
_gravel%-.
GC-Cj&yqY XMvels; crave I-iiiwid-claY noix
SVIN, Araded sands; mix
..-fsj fine sandy -loam .7.
SP -Poorly traded sands
Sm - Silty good
JET- jravelly loam
SC -Clayey *ends: sand-clay!,nixtures
si-silt
a lty.v fiWi Ban&. sezidyacclavey silt
sit silt loam
CL -Clays of -Law to -medium -plant -city
C1 -clay loars-
CH-Inorganic c I ISYN Of hith Plasticity
tict . -silty clay 'cam
UH_EleAtlC silts
act -sandy any' 10'am'
OL -Organic. silt's and silty clays. to- DIaz tici ty
sir -silty clay
CH-Orihic-cilisys. madium to hizh plasticity
C -c*
L Suitable metArW for enkbaakowini. in availishlot Y"a Nn jjdW&jff k.%W*M 4W IA% J&d*A"00
A"
ift special in I'VeAna"., 00ma."..*
G 'kM"WA7tXS:
7-
U 125 1 W [27 V;j 29 301131 =j 30 q.0 Al3G
ar. 38'1139 11 40 j 4&.4 42143 4" 4 44 Q47 48149
'T Ai.*

ELL
: HARRELLS, NC
0DUCTION:
>-----------
,1• EZZELL, PLANS TO CONSTRUCT A 2600 FEEDER PIG NURSERY ON A
:*0 ACRE FARM IN THE TB -4 COMMUNITY. HE PLANS TO pPUMP THE EFFLUENT
9 COASTAL BERMUDA GRASS. "OWNER REQUEST NO SLUDGE STORAGE.
LUDGE WILL -BE REMOVED AS NEEDED.
!TE -CONDITIONS:
---------------
YE SITE IS LOCATED ON NORFOLK SOILS THAT ARE MODERATELY SLOPING.
HE NEAREST DWELLING IS +2000 AWAY. THERE ARE NO RESTRICTIONS.
!PE AND SIZE
OPERATION
_ASS
NURSERY (2600)
ESIGNED BY :4ERMAN RIGGS
;TE 11/15/90
='ROVED BY
,TE
_RMANENT STORAGE
2600 35 lbs per hog 1 Cu Ft 'per lb. 91000 Cu Ft
&PGR„RY STORAGE
91000 lbs of animal x 1.35 cu. ft. of waste per day 22113 Cu Ft
per 1 000 lbs of animal wt. x 180 days
INFALL LESS EVAPCRATION
x 24600 sq. ft. surface area per 12"per ft 14350 Cu Ft
%INFALL — 25 YR. 1 DAY STORM
;( 2+SOO sq. ft. of surface area per 12" per ft. 14350 Cu Ft
TOTAL STORAGE NEEDED 127461 Cu Ft
4721 Cu Yds
TOTAL STORAGE AVAILABLE 130140 Cu Ft
--------------------------------------- 4820 Cu Yds
CAPACITY IN GALLONS 973447
;JURE AND URINE PRODUCTION
2600 Fogs x 2.1 tons per year 5460 T./yr.

//CE NITROGEN CONTENT THAT WILL BE PRODUCED PER YEAR
�TROGEN <N) - 0.48 LBS PER R 1000 LBS OF ANIMAL WT. X 365 DAYS
(N) - 0.48 x 31000 x 365
1000
(N) - 15543.2 LBS
IS ESTI MA THAT APPPROXIMATELY 25 X OF THE NITROGEN WILL BE
'nILnSLE FOR USE AS FERTILIZ
-�E FOLLOWING AMOUNT CAN BE APPLE APPLIED ON THE LAND
3-35.8 LBS.
;S=ORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
3 DETERMINE -THE EXACT NUTRIENT CGNTENT. THE NCDA LABORATORY
RALEIGH IS MAKING SOME TEST ON LIMITED BASIS. YOU SHOULD
..INTACT: ,
�PONO,MIC SERVICES DIVISION
:DA, BLUE RIDGE ROAD CENTER
LEIGH N.C. 27611
SEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
DVER CROP SEEDED OR A ,ROW CROP PLANTED TO PREVENT EROSION.
--------------------------------------------- -------------------T---
,?p Ip OW- FARROW-TO-FEECER FARROW -TO -FINISH
SOWS
---------------------------------------------------------------
IMAL EQUIVALENT LIVE WEIGHT
151,000 51,000
JTaL LAGOON LIQ iD—TO—BE IRR ATED PER AvIMAL-UIJ41 /YEAF.----------- - --
5,460 20,540
1R------------�--------------------------------------------------
EN
82,400 17,420 70,200
------------------^---------------------
3,640 70,200 104000 `
---------------------------------------
_ gas,-; -- --- --- -- --
Zs,000 6,734 283,400
------------------------------------------------------------------
PLAND C,?0W) ARES -
49 13 572
-----------------------------------------------
'.'aTURELANC (GRAZED) ACP,ES ------ - - ----
2S 6.5 2S0
rLANC CCOA1.S t,L-r�ER'MUD.A GRASS ACRcS--------------------------
13.72 4.6E 135
7 -?lr 'ir it -Ar Y -ir * i;r it ?r rt -ir �F n * it rt h rt f ,k rt �e zt �4 r. �r * it k �r it rt � �r �,r it t ;4 -Or :F ;r

JAMES EZZELL
//Z
SPECIFICATIONS
.ZA TO BE SEEDED
-l?LY THE FOLLOWING.
zjE THE SEED MIXTUrE
10ICATED
C )
1 AC.
500 LBS. 8-8-8 FERTILIZER.
2 TONS DOLOMITIC LIMESTONE
00 BALES SMALL GRAIN STRAW
50 LBS. FESCUE GRASS
35 LBS. ©ATS
50 LBS. BAHIA GRASS
4 LBS. WEEPING LOVE GRASS
12 LBS. HULLED BERMUDA GRASS
20 LBS. UNHULLED BERMUDA GRASS
I7LVERT ALL WATER TO A STABLE OUTLET
I-iE NEAREST RESIDENCE IS 2000 FT.
. B . M . ELEVATION SO
.=SCRIPTION
ad NAIL IN A 6 INCH OAK TREE AT THE SOUTH SIDE OF PAG.
TE PREPARATION:
'i -ESS i VE WATER RUN—CFF MUST 6E CuNTRGL�ED B`( FLAiV�iED AND I i 7S I ALLC-
-EDED EROSION CONTROL PRACTICES.
-EDING:
ID=LY SEED UNIFOPMLY EY HANG, CYCLONE SEEDER OR DRILL.
'.EN A HYDRO—SEEDER OR CULTIPACKER TYPE SEEDER IS NOT USED. THE
-7_;DSED SHOULD BE FIRMED FOLLOWING SEEDING USING EQUIPMENT AS
LTIPACKER, ROLLER, OR LIGHT DRAG, SECURE MULCH
T i MULCH ;;?tiCrCi I NG 'TOOL, D I SK irls{ROW SE T STRAIGHT, uR STALK CUTTER-.
SLOP I NG LA `ID . SEE D I JG OPERA T I ��N SHOULD BE PERF OR MED ACROSS
-PIPES.

l/
DEPTH
CAREA OF TOP T AREA
OF BOTTOM f 4 X AREA OF MIDSECTION]
JkE=
---------
--------------------------
6.0
27
DEPTH
C L X W t
L X W T 4 X L X W I
UME-
---------
---------------------------------------
6
27
10
C 108 X 193 X
4a X 133 + 4 X 78 X 1631
.UME _
---------
---------------------------------------------_
6.0
27
10.0
C 780843
---------
----____
6.0
27
130140.0
CU. FT. AVAILABLE
_ JME —
----------
= '
27.0
.UME =
4820.0
CU.YDS.
24600.0 sq.ft.
127463.0 cu. ft. needed
w SLOPES 3:1
..IDE TOP OF LAGOON DIMENSIONS
'TH LENGTH
120 205
-IDE BOTTOM OF LAG SONSIONS
;T'H LENGTH
48.00 133
OF DIKE ELEV. 50.00
OF LAGOON ELEV. 38.00
;`dT OF PAD ELEV. 50.00
K OF PAD ELEV. 52.50

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December 1, 2006
CERTIFIED MAIL
Michael F. Easley, Governor
William G. (toss Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of water Quality
RETURN RECEIPT REQUESTED
Jct LLC ! }j
Quwhiffle Nurseries 1-6
1970 Ambrose Rd
Creswell, NC 27928 -
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on
July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to
retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State
Non -Discharge General Permits are available at http://h2o.enr.state.nc.us/al2s/afouldownloads.htm or by writing or calling:
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under one of these two types of general permits you must submit an application for permit
coverage to the Division. Enclosed you will find a `Request for Certificate of Coverage Facility Currently Covered by an Expiring
NPDES General Permit.' The application form must be completed and returned by JanuarV 2, 2007. Please note. you must include
two (2) copies of your most recent Waste Utilization Plan with the application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the draft general permits, the enclosed application, or any related matter please feel free to contact the
Animal Feeding Operations Unit staff at 919-733-3221.
Sincerely,,
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 820008
Murphy Family Farms
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwatervuality.org Location: 2728 Capital Boulevard
An Equal OpportunhylAffirak&e Aeon Employer— 50% Recydedl10% Post Consumer Paper
Raleigh, NC 27699-1636 Telephone:
Raleigh, NC 27604 Fax 1:
Fax 2:
Customer Service:
N�o�"ltCarolina
(919) � atirall
[phone]
[phone]
[phone]

Murphy -Brown, LLC 01/19/2005
.;
NUTRIENT UTILIZATION PLAN
Grower(s): JCT, LLC
Farm Name: Quewhiffle
c;oun
Farm
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder 15600
Feeder to Finish
Storaae Strur_hire:
Storage Period:
Application Method:
X180 days
Irrigation
_agoon
2822 Hwy 24 West
P_O. Box 856
Warsaw, NC 26398
RECEVED I DENIM 1 DWQ
AQUlFF:R-PRoTRc Tl(]N SECTION
DEC 2 72006
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:
C3
�
M
n
n
w
�
c_
M
C-3
rn
i. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients.for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above_ If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, fe, tons, etc.):
Capacity Type Waste Produced Per Anima! Total
Farrow to Wean
3212 gal/yr
gal/yr
Farrow to Feeder
4015 gal/yr
gal/yr
Farrow to Finish
10585 galryr
gal/yr
15600
Wean to Feeder
223 gal/yr
3,478,800 gal/yr
Feeder to Finish
986 gal/yr
gal
Total 3,478,800 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
5.4 lbs/yr
lbs/yr
Farrow to Feeder
6.5 lbs/yr
lbs/yr
Farrow to Finish
26 Ibstyr
lbs/yr
15600
Wean to Feeder
0.48 Ibs/yr
7,488 lbs/yr
Feeder to Finish
2.3 lbs/yr
lbs/yr
Total 7,488 lbs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 79.96
Total N Required 1st Year: 25073.893
Total N Required 2nd Year: 23088.11
Average Annual Nitrogen Requirement of Crops: 24,081.00
Total Nitrogen Produced by Farm: 7,488.00
Nitrogen Balance for Crops: (16,593.00)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of8

Reception Area Specifications
Tract
Field
Irrigated
Acrea o
Soil
Type
1st Crop
Code
Time to
Apply
131tCrop
Yield
1st Crop Lbs NIAc
lbs NlUnit Residual
Lbs N
/Ac
Total lbs N 2nd Crop
Utilized Code
Time to
Apal
2nd Crop Znd Crop Lbs NIAc
Yield lbs NlUnit Residual
Lbs N
JAc
Total lbs N
Utilized
Total
Lbs NIAc
Total lbs N
Utilized
7527
1
3.8
Norfolk
C
Mar -Se 1
6,5
50
325
1235
L
Sept -Apr
1
50
50
190
375
1425
2
2.77
Norfolk
C
Mar -Set
6,5
50
325
900.25
L
Sept -Apr
1
50
50
138.5
375
1038.75
3
2.89
Norfolk
C
Mar-Sepi
6.5
50
325
939.25
L
Sept -Apr
1
50
50
144.5
375
1083.75
4
1.88
Norfolk
C
Mar -Sept
6.5
50
325
611
L
Sept -Apr
1
50
50
94
375
705
5
2.03
Wa ram
C
Mar -Sept
5.5
50
275
558.25
L
Sept -Apr
1
50
50
101.5
325
659.75
5
3.27
Wa ram
C
Mar -Sat
5.5
1 50
1
275
899.25
L
Soot -Apr
1
50
50
163.5
325
1062.75
7
1.42
Goldsboro
C
Mar -Sept
6.5
50
325
461.5
L
Sept -Apr
1
50
50
71
375
532.5
8
3.71
Norfolk
D
Mar -Jul
115.0
1,25
15
129
477,6625
N
Sept -Apr
60
2.4
144
$34.24
272.75
1011.903
9
3.99
Norfolk
D
Mar -Jul
115,0
1.25
15
129
513.7125
N
Sept -Apr
60
2.4
144
574,56
272.75
1088.273
ip
4.33
Norfolk
D
Mar -Jul
1150
1.25
15
129
557.4875
N
Se -A r
60
2.4
144
623,52
272.75
1181,008
11
3.63
Norfolk
D
Mar -Jul
11 5.0
1.25
15
129
467.3625
N
Se -A r
60
2.4
144
522.72
272.75
99040825
12
3.63
Norfolk
D
Mar -Jul
115.0
1.25
15
129
467.3625
N
Sept -Apr
60
2.4
144
522.72
272,75
990.0825
13
3.37
Norfolk
D
M3r-Jul
1150
1.25
15
129
1433.8875
N
Sept -Apr
60
2.4
144
485.28
272.75
919.1675
14
2.6
Norfolk
D
Mar -Jul
115.0
1,25
15
129
334.75
N
Sepl-Apr
60
2.4
144
374.4
272.75
709.15
10342
15
2.57
Blanton
C
Mar -Sept
4.5
50
225
578,25
L
Sept -Apr
1
50
50
128,5
275
706,75
16
3.65
Blanton
C
Mar -Sept
4.5
50
225
821.25
L
Se 1-40 r
1
50
50
182,5
275
1003.75
8175
17
4.69
Norfolk
C
Mar -Sat
6.5
50
325
1524.25
L
Se -A r
1
50
50
234.5
375
1758.75
11844
18
4.44
Norfolk
C
Mar -Set
6.5
50
325
1443
L
Sept -Apr
1
50
50
222
375
1665
**OPTIONAL**
7527
sub 1,2,3,4
2.85
Norfolk
C
Ma r-Sopt
6.5
50
325
926.25
L
Sept -Apr
1
50
50
142.5
375
4068,75
sub 5,6
1.57
Wa ram
C
Mar -Set
5.5
50
275
431.75
L
Sept -Apr
1
50
50
78.5
325
510.25
sub 7
1.29
Goldsboro
C
Mat§2pt
6.5
50
325•
419.25
L
Se -A r
1
50
50
64.5
375
483.75
sub 8.14
11.01
Norfolk
0
Mar -Jul
1150
1.25
15
128.75
1417.538
N
Sept -Apr
60
24
144
1 1585,44
272,75
3002,976-
10342
sub 15,16
2.37
Blanton
C
Mar -Set
4.5
50
225
533.25
L
Sept -Apr
1
50
50
118.5
275651.75
11844/8175
sub 17,18
2.2
Norfolk
C
Mar -Set
6,5
50
325
715
L
Se t -A r
1
50
50
110
375
825
Totals.
79.96
17666.51
7407.38
25073.89
3(a) of 8

Reception Area Specifications
Tract
Field
Irrigated
Acreage
Soil
Typo
1st Crop
Coda
Time to
Apply
1st Crop
Yield
1st Crop Lbs NlAc
lbs NlUnit Residual
Lbs N
!Ac
TotalTh* N 2nd Crop
Utilized Code
Time to
Apply
2nd Crop 2nd Crop Lbs NIAc
Yield lbs NlUnit Residual
Lbs N
!Ac
Total ibs N
Utilized
Total
Lbs N1Ac
Total lbs N
Utilized
7527
1
3.8
Norfolk
C
Mer -Set
6.5
50
325
1235
L
Sopt-Apr
1
50
50
190
375
1425
2
2.77
Norfolk
C
Mar -Sept
6.5
50
325
900.25
L
Sept -Apr
1
50
50
138.5
375
1038.75
3
2.89
Norfolk
C
Mar -Set
6.5
50
325
939.25
L
Se -A r
1
50
50
144.5
375
1083.75
4
1.86
Norfolk
C
Mar-s2v
6.5
50
325
611
L
Sept -Apr
1
50
50
94
375
705
5
203
Wa ram
C
Mar -Sept
5.5
50
275
558.25
L
Sept -Apr
1
50
50
101.5
325
659,75
6
3.27
Wa ram
C
Mar -Sept
5.5
50
275
899.25
L
Sept -Apr
1
50
50
163.5
326
1062.75
'7
1.42
Gddsboro
C
Mar -Sept
6.5
50
325
461.5
L
Se 1-A r
1
50 1
50
71
375
532.5
8
3.71
Norfolk
O
Jun -Sept
' 42.0
4
168
623.28
L
Sept:r
1
50
50
185.5
218
808.78
9
3.99
Norfolk
O
Jun-Sa I
42.0
4
158
670.32
L
Sept -Apr
1
50
50
199.5
218
869.82
10
4.33
Norfolk
O
Jun -Sept
42,0
4
727.44
L
Sept -Apr
1
50
50
216,5
218
943.94
11
3,63
Norfolk
O
Jun -Set
420
4
..168
168
609.84
L
Sept -Apr
1
50
50
181.5
218
791.34
12
3.63
Norfolk
O
Jun -Sept
42,0
4
168
609.84
L
Sept -Apr
1
50
50
181.5
218
791.34
13
3.37
Norfolk
O
Jun -Sept
42.0
4
168
566.16
L
Sept -Apr
1
50
50
168.5
218
734.66
14
2.6
Norfolk
O
Jur-Sept
42.0
4
168
436.8
L
Sept -Apr
1
50
SO
130
218
566,8
10342
15
2,57
Blanton
C
Mar-Sepl
4.5
50
225
578.25
L
Sept -Apr
1
50
50
128.5
275
706.75
16
3.65
Blanton
C
Mar -Se t
4.5
50
225
621.25
L
Sept -Apr
1
50
50
182.5
275
1003.75
8175
17
4.69
Norfolk
C
Mar -Set
6.5
50
325
1524.25
L
Sept -Apr
1
50
50
234.5
378 1
1758.75
11844
18
4.44
Norfolk
C
Mar -Se
6.5
50
325
1443
L
Sept -Apr
1
50
50
222
375
1565
-OPTIONAL"
7527
sub 1,2 3 4
2.85
Norfolk
C
Mar -Se 1
6.5
50
325
926.25
L
Sept -Apr
1
50
50
1425
375
1068.75
sub 5,6
1,57
Wa ram
C
Mar -Set
5.5
50
275
431.75
L
Sept -Apr
1
50
50
78.5
325
510.25
sub 7
1.29
Goldsboro
C
Mar -Se l
6.5
50
325
419.25
L
Sept -Apr
1
50
50
64.5
375
483.75
sub B-14
11.01
Norfolk
O
JunSe 1
42.0
4
168
1849.68
L
Sept -Apr
1
50
50
550.5
218
2400.18
10342
sub 15.16
2,37
Blanton
C
Mar -Set
4.5
50
225
533.25
L
Sept -Apr..
1
50
50
118.5
275
65175
118441817
sub 17 18
2.2
Norfolk
C
Mar -Se
6.5
50
325
715
L
Se t -A r
1
50
50
110
375
825
Totals:
79.96
19090.11
3998
23088.11
3(b) of 8

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will deffnately interfere
with stand of bermudagrass. This'loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fail.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Lbs N utilized / unit yield
A
Barley
1.6 lbs N / bushel
B
Hybrid Bermudagrass - Grazed
50 lbs N / ton
C
Hybrid Bermudagrass - Hay
50 lbs N 1 ton
D
Corn - Grain
1.25 lbs N / bushel
E
Com - Silage
12 lbs N /ton
E
Cotton
0.12 lbs N / lbs lint
G
Fescue- Grazed
50 lbs N / ton
H
Fescue - Hay
50 lbs N /ton
I
Oats
1.3 lbs N / bushel
J
Rye
2.4 lbs N / bushel
K
Small Grain - Grazed
50 lbs N / acre
L
Small Grain - Hay
50 lbs N / acre
M
Grain Sorghum
2.5 lbs N / cwt
N
Wheat
2.4 lbs N / bushel
O
Soybean
4.0 lbs N / bushel
P
Pine Trees
40 lbs N / acre / yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, fifler 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.
4of8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/yr/animal Farm Total/yr
Farrow to Wean o.84
Farrow to Feeder 1
Farrow to Finish 4.1
15600 Wean to Feeder 0.072 1123.2
Feeder to Finish 0.36
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 11232 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 5616 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 18 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 44.928 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rale 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 property
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
"This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation_ The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. f=ailure 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 prior to applying the waste.
5 of 8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
6of8
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
in/hr
* inches
7527
1
Norfolk
C
0.5
1
2
Norfolk
C
0.5
1
3
Norfolk
C
0.5
1
4
Norfolk
C
0.5
1
5
Wagram
C
0.6
1
6
Wagram
C
0.6
1
7
Goldsboro
C
0.4
1
8
Norfolk
D
0.5
1
9
Norfolk
D
0.5
1
10
Norfolk
D
0.5
1
11
Norfolk
D
0.5
1
12
Norfolk
D
0.5
1
13
Norfolk
D
0.5
1
14
Norfolk
D
0.5
1
10342
15
Blanton
C
0.35
1
16
Blanton
C
0.35
1
8175
17
Norfolk
C
0.5
1
11844
18
Norfolk
C
0.5
1
OPTIONAL
7527
sub 1,2,3,4
Norfolk
C
0.5
1
sub 5,6
Wagram
C
0.6
1
sub 7
Goldsboro
C
0.4
1
sub 8-14
Norfolk
D
0.5
1
10342
sub 15,16
Blanton
C
0.35
1
11844/817,1 sub 17,18
Norfolk
C
0.5
1
6of8

Additional Comments:
Pulls 8-14 are optional for this plan. Any of the crops listed may be planted
in this acrea4e.
This plan based on plan previously written by Dawn Williamson. Aerway
acres added are optional.
7of8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Quewhiffle
Owner: JCT, LLC
Manager: Michael Norris
Owner/Manager Agreement:
Itwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. Ywe know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: JCT, LLC
Signature:1-d - - -g --
'•
Date
Name of Manager (if different from owner): Michael Norris
Signature: A�4z -LAS
Date
Name of Technical Specialist:
Toni W. King
Affiliation:
Murphy -Brown, LLC.
Address:
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone:
[phone]
Signature: 1 1ct —v 5
Date
8of8

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recievinq 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 disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
{continued}
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Wastelnutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
2 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records. shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3of3

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
JCT, LLC
Quwhiffle Nurseries 1-6
PO Box 759
100 Lake Drive
Rose Hill NC 28448
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
August 5, 2003 DEN—FR®
AUG 12 2001
DW
Subject: Application for National Pollution Discharge Elimination System (NPDES) General Permit
Facility Number 82 - 8
Dear JCT, LLC:
The Division of Water Quality (Division) has been required by the U.S. Environmental Protection
Agency (EPA) to develop a NPDES permit program for animal waste management systems. The
Division has developed a general NPDES permit similar to the state Non -Discharge General Permit that
this facility is currently permitted under. Coverage under the General NPDES permit will be required by
all facilities that are at, or above, the federal threshold numbers of animals listed below, as well as any
facilities that have had a discharge to waters of the state since January 1, 2001.
Federal Threshold Animal Numbers:
2500 Swine greater than 55 pounds in weight
10,000 Swine less than 55 pounds in weight
700 Mature (milking cows or any cows that have calved) Dairy Cattle
1000 Beef Cattle in confinement
30,000 Poultry with a liquid waste management system
55,000 Turkeys
125,000 Chickens other than a liquid waste management system
82,000 Laying Hens other than a liquid waste management system
According to our records this facility meets the federal threshold for a NPDES permit. If you are
currently operating at a population above the threshold numbers please sign and submit the enclosed
NPDES Short Form B.– Existing Facility. Please carefully follow the instructions on the form.
If you are currently operating this facility at a population below the federal threshold you may choose to
submit the enclosed "NPDES Short Form B – Existing Facility" for the design capacity of the system as
it is currently permitted. You may also choose to request a new Certificate of Coverage under the State
Non -Discharge Permit at a population below the federal threshold. Should you choose this option,
please submit the enclosed "Request for Modification to Existing Certificate of Coverage for State Non -
Discharge Permit" application and updated WUP reflecting the population change. Please note that if
you are issued a modified Certificate of Coverage for a lesser population, any future increases in
population would require a new permit from the Division prior to increasing the animal population.
NDENWR
Non -Discharge Permitting Unit Internet http://h2o.enr.nc.state.usindpu
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
Customer Service Center Telephone [phone]
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Please submit one of the enclosed applications within 60 days from receipt of this letter. If you choose
to submit the "Request for Modification to Existing Certificate of Coverage for State Non -Discharge
Permit" application you must include an updated WUP. If you are unable to obtain an updated WUP
you should submit the "NPDES Short Form B — Existing Facility" for your current permitted population
and request a permit modification at a later date when you have obtained a new WUP_ Failure to
submit the application as required may subject your facility to a civil penalty and other enforcement
actions for each day the facility is operated following the due date of the application.
If you have any questions about the NDPES permit, the enclosed applications, or any related matter
please feel free to contact J R Joshi at 919-733-5083 extension 363.
Sincerely,
M. Paul Sherman, P.E.
Cc: Sampson Soil and Water Conservation District .
Fayetteville Regional Office, Division of Water Quality
Permit File NCA282008
Permit Application File NCA282008

MURPHY
F A R M S LLC
April 5, 2002
NCDENR - Division of Water Quality
225 Green Street Fayetteville, NC 28301
Subject: Follow-up from phoned notification of irrigation air vent break at Quwhiffle Farm
Dear Mr. Sherman:
Per permit requirements, this is to notify you of an air vent break in the irrigation system at Quwhiffle
Nursery, Facility No. 82-8, that was discovered immediately by staff on 414102. The break caused a
pressure drop and immediate automatic cutoff of the irrigation pump. Leakage was minor and all was
contained around the air vent and quickly soaked in. No waterways were impacted or threatened.
Repair will be completed today.
If you wish further clarification or need anything, please contact me at 910-289-6439. Thank you.
Cc: Terry Coffey
Kraig Westerbeek
Don Butler
Jackie Bass
Sincerely,
John Bizic, Murphy Farms Director of LNM �7
OQPR a ��

State of North Carolina
Department of Environment
and Natural Resources
Michael i Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
JCT. LLC
CIO Craig Richardson
100 Lake Drive
Clinton NC 28328
Dear JCT, LLC:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
November >, 2001
i
j, � I
NOV 14 210OI
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
Quwhiffle Nurseries 1-6
Facility Number 82-8
Sampson County
A letter dated January 15, I999 was sent to advise you about concerns associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
An evaluation by Trent Allen on 3118/99 was made to review the actual number of acres at your facility
that receive animal waste during land application. The evaluation of your facility has yielded one of the
following two results as indicated by the box marked with an "X".
Category 1:
❑ The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Trent Allen the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Trent Allen, at 225 Green Street, Suite
714, Fayetteville, NC 28301, within in 90 days of the receipt of this letter. If you have any
questions please contact Trent Allen at [phone]. ff within 90 days you are unable
to provide Trent Allen with the information you are automatically required to complete
a Wettable Acre Determination as described by Category 2 below, within 180 days
of receipt of this letter.
1617 Mail Service Center, Raleigh, North Carolina 37699-1617 'Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycle&10% post -consumer paper

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

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
MEMORANDUM
From:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RE ouRcES
November 1, 2001
Regional Water Quality Supervisor
DEN-
r" �
1 NOV - s f
F.
Sonya Avant, Environmental Engineer /)/,A
Non -Discharge Compliance and Enforcement Unit ' --- -
Subject: Wettable Acre Determinations for Certified and Permitted Operations
Attached is a list of the facilities in your respective regions that have been selected to receive
notification letters advising them that they have been flagged or pended for the month of
November.
Each facility will be given written notice via certified mail. The notice will include a copy of the
certification form and a deadline for response.
I will also be sending copies of the final monthly list of selected facilities to the Division of Soil
and Water Conservation Operation Reviewers and Soil Water Conservation District Offices each
month along with an updated copy of all facilities in that county that have been either flagged or
pended. This will hopefully enable the Districts to be better able to schedule their workloads.
If you have any questions, please contact me at 733-5083 extension 571, or
[e-mail].
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
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Facilities Flagged/Pended for November 5, 2001
Facility Flugged[Pending - '
Number Owner I Farm Name Address Status WA PAN deficit WA Visit Dale Integrator
F�
92-8 JCT, LLC CIO Craig Richardson F4 4188 Y1811999 Murphy Family Farms
100 Lakc Drive
.....................................
Quwhiffle'Nurseries 1-6 Clinton NC 28328
82-11
Steve Peterson
PO Box 108
F4
5108
6/16/1999
Brown's of Carolina, Inc.
Harrells NC 28444
Peterson Farm
82-19
ThompKenn Farms
PO Box 901
F4
4216
3/25/1999
Carroll's Foods, Inc. .
Inc
Warsaw NC 28398
ThompKenn Farms Inc.
82-59
Robert, Thornton
352 S McCullen Rd
P2
4573
7/12/1999
Coharie Farms
Bromley
Clinton NC 28328
Thornton Enterprises (Old Farm)
92-154
F. Minson Sessoms
581 Concord School Road
F4
4872.3
5/18/1999
Prestage Farms
....................................
Clinton NC 28328
Sessoms Hog Farm
82-200
Zack McCullen, Jr.
1007 Lloyd St
F4
4195.416
4/22/1999
Prestage Farms
Clinton NC 28328
Zack McCullen Farm] -4, 7-10
82-205
A. Thomas Mallhis
1330 Edmond Matthis Rd.
P3
5548
719/1999
Coharle Farms
Clinton NC 28328
T&P Farms
82-224
Lynn Tew
200 West Arrowhead
P1
3948
6/25/1999
Dogwood Farms
Clinton NC 28318
Lynn Tew Farm

Facilities Flagged/Pended for November 5, 2001
Facility Flagged/Pending
Number Owner 1 Farm Name Address Status WA PAN deficit WA Visit Date Integrator
82 -,.. 226 Reginald & Strickland 1656 Country Club Road Pl 2732.4 4/27/1999 Preslage Farms
Garrett Ml. Olive, NC 28365
Reginald Strickland Farm
82-282 Jay Sullivan 4615 Giddensville Road F4
Faison NC 28341
S&O Swine TDMti13
3904 6/29/1999 TUM Farms, Inc.
82-283 Robert Allen Thornton 3210 Keener Road F4 5375.9 4/2811999 Prestage Farms
Clinton NC 28328
Robert Allen Thornton Farm
82-299 Bryan & Ben King 346 South Boulevard, Suite P2 $063 6/21/1999 Carroll's Foods Inc
95
Cripple Creek Farms Clinton NC 28328
82-302 Keith Naylor 781 Honeycutt Road P2 5357.16 5/5/1999 Murphy Family Farms
Clinton NC 28328
Circle N Farm
82-312 McLamb 382 Pig Cradle Lane F4 5167.5 4/13/1999 Murphy Family Farms
Corporation CLINTON, NC 28328
Top Hog (Delway
23-1,23-2,23-3,23-4)
i
82-402 J&K Farms PO Box 1 P2 4080 6/17/1999 Brown's of Carolina, Inc.
Harrells NC 28444
Green Farm
82-423 Zack McCullen
........... I ........................
McCullen Farms 5&6
1007 Lloyd St F4
Clinton NC 28328
4876 4/22/1999 Preslage Farms

82-577 Brent & Don Jackson 1860 Christmas Tree Road P2 5436 7/20/1999 Coharle Farms
Dunn NC 28334
Triple J Farms
82-580 Ivey Peterson 1705 W. Mt Gilead Church F2 4385 7/23/1999
Road
....................................
Ivey Peterson Farm Clinton NC 28328
82-709 Jart Hudson 4901 Old Warsaw Road F4 4624.2 3122/1999 Carroll's Foods, Inc.
Turkey NC 28393
H&C Farm
i
Facilities Flagged/Pended for November 5, 2001
Facility
Flagged/Pending
Number
Owner / Farm Name
Address Statue WA PAN deficit
WA Visit Dale
Integrator
82 — 490
Ray Pate
2210 Hunter Rd F2 4864
3/5/1999
Carroll's Foods, Inc.
Clinton NC 28328
Ray Pale Farm
82-538
Randy Tyndall
189 Beaverdam Road F4 4847
3/1/1999
Carroll's Foods, Inc.
Clinton NC 28328
Randy Tyndall Farm
82-563
Linoard Howard
1201 Howard Road P2 4411
7/20/1999
Coharie Farms
....................................
Autryville NC 28318
Linoard Howard & Son (Old Farm)
82-577 Brent & Don Jackson 1860 Christmas Tree Road P2 5436 7/20/1999 Coharle Farms
Dunn NC 28334
Triple J Farms
82-580 Ivey Peterson 1705 W. Mt Gilead Church F2 4385 7/23/1999
Road
....................................
Ivey Peterson Farm Clinton NC 28328
82-709 Jart Hudson 4901 Old Warsaw Road F4 4624.2 3122/1999 Carroll's Foods, Inc.
Turkey NC 28393
H&C Farm

State of North Carolina
Department of Environment
and Natural Resources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
JCT, LLC
CIO Craia Richardson
100 Lake Drive
Clinton NC 28328
Dear JCT, LLC:
Nkc!�W'j
IT 0 0
A&4
NCDENR
NORTH CAROLINA DEPARTMENT Or
ENVIRONMENT AND NATURAL RESOURCES
November 5, 2001
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
Quwhiffle Nurseries 1-6
Facility Number 82-8
Sampson County
A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
An evaluation by Trent Allen on 3/18/99 was made to review the actual number of acres at your facility
that receive animal waste during land application. The evaluation of your facility has yielded one of the
following two results as indicated by the box marked with an "X".
Category 1:
❑ The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Trent Alien the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Trent Allen, at 225 Green Street, Suite
714, Fayetteville, NC 28301, within in 90 days of the receipt of this letter. If you have any
- questions please contact Trent Allen at [phone]. if within 90 days you are unable
to provide Trent Allen with the information you are automatically required to complete
a Wettable Acre Determination as described by Category 2 below, within 180 days
of receipt of this letter.
1617 .Niail Service Center, Raleigh, forth Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 509 recycle&10% post -consumer paper

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

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
JCT, L.L.C.
Quwhiffle Nurseries 1-6
100 Lake Drive
Clinton NC 28328
Dear Craig Richardson:
IT fflk:�IWA
HEE. IVF. D A&4
FEB 2 2001
F, -%f 1 o'EV€ LLE
NCDENR
RFP r'7c'(` r NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
January 26, 2001
Subject: Certificate of Coverage No. AWS820008
Quwhiffle Nurseries 1-6
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your Notification of Change of Ownership received on Decemebr 28, 2000,
we are forwarding this Certificate of Coverage (COC) issued to JCT, L.L.C., authorizing the operation
of the subject animal waste collection, treatment, storage and land application system in accordance with
General Permit AWG 100000. This approval shall consist of the operation of this system including, but
not limited to, the management of animal waste from the Quwhiffle Nurseries 1-6, located in Sampson
County, with an animal capacity of no greater than 15600 Wean to Feeder and the application to land as
specified in the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003, and shall hereby void
Certificate of Coverage Number AWS820008 dated June 25, 1999, and shall be subject to the conditions
and limitations as specified therein. 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.
The facility's CAWMP meets all requirements in place at the time of certification. However, it
appears that the irrigation system on site may not adequately cover all acreage listed in the Waste
Utilization Plan. The owner should address this inconsistency as soon as possible.
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

Certificate of Coverage AWS820008
Quwhiffle Nurseries 1-6
Page 2
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.
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 Fayetteville 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 JR Joshi at [phone] ext. 363.
Sincerely,
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Fayetteville Regional Office, Water Quality Section
Sampson County Soil and Water Conservation District
Permit File
NDPU Files
:ns

r -
Robert F. Heath
NCDENR
Fayetteville Regional Office
225 Green Street, Suite 714
Fayetteville, NC 28301-5043
F AM I L Y F A R M S
RECEIVED
I�
M0 7 4 20M
Mr. Heath,
I am writing on behalf of Quiwiffle Farms, facility number #83-8, in response to your
request for further information regarding freeboards. All of the lagoons at this facility
were lowered to the required freeboard levels by or before 2112100.
If there are any further questions, please call me at [phone] ext. 4556.
rMurph
ly,
esterbeek
Farms
3123100
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

State of North Carolina IT IW
Department of Environment •
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary NCDENR
Kerr T. Stevens, Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 7, 2000 RECEIVED ECEIED
JCT, LLC
Quwhiffle Nurseries 1-6 E' P. '� 2000
100 Lake Drive
Clinton NC 28328 FAY =TTEV LE
Attn: Craig Richardson RE"". OF -iG
Subject: Certificate of Coverage No. AWS820008
Quwhiffle Nurseries 1-6
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear Craig Richardson:
In accordance with your notification of change of ownership received on September 4, 1998, we
are forwarding this Certificate of Coverage (COC) issued to JCT, LLC, authorizing the operation of the
subject animal waste collection, treatment, storage and land application system in accordance with
General Permit AWG 100000. This approval shall consist of the operation of this system including, but
not limited to, the management of animal waste from the Quwhiffle Nurseries 1-6, located in Sampson
County, with an animal capacity of no greater than 15600 Wean to Feeder and the application to land as
specified in the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003, shall void COC No.
AWS310765 dated June 25, 1999, and shall be subject to the conditions and limitations as specified
therein. 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 wilI _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.
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

Certificate of Coverage AWS820008
Quwhiffle Nurseries 1-6
Page 2
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.
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 Fayetteville 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 JR Joshi at [phone] ext. 363.
Sincerely,
i
c Kerr T. Stevens
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Fayetteville Regional Office, Water Quality Section
Sampson County Soil and Water Conservation District
Permit File
NDPU Files

F A M I L Y F A R M S
001
:491411210 r
April 3, 2000
Robert F. Heath
NCDENR
Fayetteville Regional Office
225 Green Street, Suite 714
Fayetteville, NC 28301-5043
Dear Mr. Heath,
Recelver'
4 P a 2090
F
RSG p��E
This letter is in response to the Notice of Deficiency dated March 27, 2000
concerning the Quewiffie Nursery (Facility No. 82-8, Permit No. AWS820008).
Specifically, you stated that the Division of Water Quality had been informed
on March 27, 2000 that the farm had been sold to JCT, LLC and that no
change of ownership form had been received within the required 60 days of the
transaction. Attached is a copy of the form that was mailed to the N. C.
Division of Water Quality, P. O. Box 29535, Raleigh, NC 27626-0535 on
January 19, 2000. It appears that the records for this facility have not been
updated to reflect the change of ownership, information we provided in
January.
In addition, you pointed out that the farm staff notified your office on January
31 of freeboard levels less than the minimum required by the permit at some of
the lagoons at that facility (two at 14 inches and two at 18 inches). These
levels did not violate the one (1) ft. freeboard requirement for structural
freeboard but were within the range reserved for storage in case of a storm
event. Such an event was the reason for freeboard levels being at this point.
You specifically requested to be notified when the levels were within
compliance. Attached is a copy of a letter mailed to you on March 23, 2000
from Mr. Kraig Westerbeek of the Land and Nutrient Management Department
at Murphy Farms stating that all lagoons were lowered to required freeboard
levels by or before February 12, 2000.
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

Page 2
Mr. Robert F. Heath
April 3, 2000
Mr. Heath, you can see that we take the requirements of our permit very
seriously. A representative of our company attempted to reach you by
telephone on Friday, March 31 at approximately 4:50 p.m. to provide this
information as a prerequisite to this letter. A voicemail message was left. The
issue leading to the Notice of Deficiency did not exist (failure to submit change
of ownership), and appropriate freeboard had been achieved. Therefore, we
respectfully request that the Notice of Deficiency be removed from the file.
Sincerely,
p
Craig Richardson
JCT, LLC
cc: Sonya Avant - Compliance Group
Trent Allen - DSWC Fayetteville Office
Wilson Spencer - Sampson County NRCS
Garth Boyd - Murphy Farms, Inc.
Richard Burrows
Attachment (2)
H:users\st8\caro1\quewifn.doc

�• Notification of Change of Ownership
Animal Waste Management Facility
(Please type or print all information that does not require a signature)
In accordance with the requirements of 15A NCAC 2H .0217(a)(1)(H)(xii) this form is official notification to the Division of
Water Quality (DWQ) of the transfer of ownership of an Animal Waste Management Facility. This form must be
submitted to DEM no later than 60 days following the transfer of ownership.
Genera[ Information:
Name of Farm: Quwhiffle Nurseries 1 - 6 Facility No- 82-8
Previous Owner(s) Name James Ezzell Phone No: 532-4101
New Owner(s) Name: JCT, L.L.C. CIO Craig Richardson Phone No: 590-3264
Mailing Address: 1 a o i k Qe : r� (' I :.-. t_ 3 3 V
Farm Location: Fourteen Digit Hydroligic Unit:
Latitude and Longitude: 34 48'32" 178 12'39' County: Sampson
Please attach a copy of a county road map with location -identified and described below (Be specific: road
names, directions, milepost, etc.): From Delwa , Take US 421 North about 1.2 miles to farm entrance on right.
Entrance also used for Ezzell Trucking.
Operation Description,
Type of Swine No. of Animals
Type of Poultry No. of Animals
Type of Cattle No. of Animals
Wean to Feeder 15,600
0 Layer
M Dairy
[] Feeder to Finish
L] Pullets
ED Beef
Farrow to Wean
Farrow to Feeder
0 Farrow to Finish
E] Gilts
Q Boars
Acreage Available for Application:
39.7 Required Acreage:
39.7
Number of Lagoons / Storage Ponds:
6 Total Capacity:
787,839 Cubic Feet (ft3)
Owner I Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and maintenance
procedures established in the approved animal waste management plan for the farm named above and will implement these procedures. I (we)
know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environmental Management before the new animals are stocked. I (we) understand that there must be
no discharge of animal waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or
from a storm event less severe than the 25 - year, 24 - hour storm and there must not be run-off from the application of animal waste. I (we)
understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical standards developed by the Natural
Resources Conservation Service. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District I
(we) know that any modification must be approved by a technical specialist and submitted to thq Soil and Water Conservation District prior to .
implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved plan is changed) within 60
days of a title transfer. '
Name of New Land Owner: JCT, L.L.C. CIO Craig Richardson
Signature: X Date:
Name of Ma ger (if diffe ent fro owner):
Signature: Date
Please sign and return this form to: N.C. Division of Water Quality
Water Quality Section, Compliance Group
Raleigh, NC 27626-0535
NCO — May 3, 1996

Robert F. Heath
NCDENR
Fayetteville Regional Office
225 Green Street, Suite 714
Fayetteville, NC 28301-5043
Mr. Heath,
I am writing on behalf of Quiwiffle Farms, facility number #82-8, in response to your
request for further information regarding freeboards. All of the lagoons at this facility
were lowered to the required freeboard levels by or before 2/12/00.
If there are any further questions, please call me at [phone] ext. 4556.
Sincerely,
Kraig Westerbeek
Murphy Farms
94M.11

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
NCDENR DIVISION OF WATER QUALITY
FAYETTEVILLE REGIONAL OFFICE
HAND DELIVERED (FORM
JAMES 13. HUNT JR. /1
GOVERNOR TO: Ke" i
BILL HOLMAN
BY:
'SECRETARY -- -
DWfl Ftepteseataa�ve
KERR T. SMEVENS DATE TIME /D C 00/1/`% -
DIRECTOR
For facilities that are identified with waste in their lagoon(s) below the level required to be
maintained for structural stability but not adequate to also retain the 25 year, 24 hour rainfall even (typically
12 - 19 inches):
1. The producer will be required to submit a plan of action within 48 hours to lower and maintain the
lagoon level to a point below that needed for both structural stability and the 25 year, 24 hour
rainfall event. The plan should be forwarded to the Fayetteville Regional Office:
Division of Water Quality
225 Green Street - Suite 714
Fayetteville, NC 28314
Phone: [phone] Fax: [phone]
2. DWQ can not and will not condone any discharge of waste from the facility to the surface waters
as part of the management plan.
3. DWQ can not and mll not condone the land application of waste at levels above that specified by
the facility's CAWMP or in violation of any other part of the CAWMP.
4. The producer should consider pump and haul to another facility, that can adequately manage the
waste in accordance with its CAWMP, as part of their plan.
5. If the producer's plan can not adequately demonstrate the ability to reduce the lagoon level below
that required for both structural stability and the 25 year, 24 hour rainfall event within 30 days (or
before the lagoon level is projected to rise to a level above that required for structural stability if
less than 30 days) without the removal of animals from the facilities, then rsnoval of animals must
be a component of this plan. The number of animals removed must be to a level at which the
producer can adequately demonstrate the ability to manage the lagoon level below the level
_ needed for both structural stability and the 25 year, 24 hour storm event.
A. -
NOTES: Lagoon Levels x
FIIz5T;
,y"t�9; F ILA.
2 D 1 D
225 GREEN STREET, SUITE 714 / SYSTEL OLD. FAYETTEvILLE, NORTH CAROLINA 26301-5043
PHONE [phone] FAX [phone]
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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Jaynes B. Hunt, Jr., Governor
Bill Holtman, Secretary
Kerr T. Stevens, Director
James Ezzell
Quwhiffle Nurseries 1-6
PO -Box 67
Harrells NC 28444
Dear James Ezzell:
/ 11kT1?W'AIT 0
NCDENR
NORTii CAROLINA DEPARTMENT OF
ENVIRONMENT ANb NATURAL RESOURCES
December 30, 1999 REct:1�
J`"J t 1' 2000
FAyETTEWLLE
FEC. OFFICE
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 82-8
Sampson County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan_
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludgestresiduals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. iRRI, IRR2, DRYI, DRY2, DRYS, SLURI, SLUR2,
SLD I, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571.
Sincere]
Kerr T. Stevens, Director
Division of Water Quality
cc: Fayetteville Regional Office .
Sampson County Soil and Water Conservation District
Facility File
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

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
James Ezzell
Quwhiffle Nurseries 1-6
PO Box 67
Harrells NC 28444
Dear James Ezzell:
NCDENR
NcwrrH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 6, 1999
DEC 1 u 1999
FAYMEVI LLE
REC. OFFICE
Subject: Conditional Approval
Animal Waste Management System
Facility Number 82-8
Sampson County
Our records indicate that your facility was conditionally certified in order to fulfill the requirements
of completion of your Certified Animal Waste Management Plan Certification. This letter is to inform you
of your unresolved conditional approval status. Any facility receiving a conditional approval must notify
Division of Water Quality (DWQ) in writing within 15 days after the date that the work needed to resolve the
conditional certification has been completed. Any failure to notify DWQ as required, subjects the owner to
an enforcement action. As of December 6, 1999, we have no record of any information from you, advising
us of the status of your conditional approval. Therefore, please fill out the attached form and have your
technical specialist and landowner sign the form in the appropriate areas.
The completed form must be submitted to this office on or before 45 days of receipt of this letter.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or liability
for failure to provide DWQ with proper notification of your conditional certification status or possible failure
to comply with the requirement to develop and implement a certified animal waste management plan by
December 31, 1997.
If you have any questions regarding this letter, please do not hesitate to contact me at [phone]
extension 571.
Sincerely,
A51�'X.al�t
Sonya L. Avant
Environmental Engineer
cc: Fayetteville Regional Office
Sampson County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 30% recyeledg0% post -consumer paper
ilk

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary �����
A. Preston Howard, Jr., P.E., Directo
44CDENR
January 11, 1999 2 jggg NORTH CAROLINA DEPARTMENT OF
CERTIFIED MAIL Vay ENVIRONMENT AND NATURAL RESOURCES
RETURN RE EIPT REQUESTED FAYETTEMILLE
James Ezzell
Qu-,vhiffle Nurseries 1-4 & 6
PO Box 67
Harrells NC 28444
Dear James Ezzell:
REG. OFFICE
Subject: Application No. 82-0008
Additional Information Request
Quwhiffle Nurseries 1-4 & 6
Animal Waste Operation
Sampson County
The Non -Discharge Permitting Unit has completed a further review of the subject application. Additional
information is required before we can continue our review. Please address and submit the following information
by February 10, 1999:
L You have submitted two different waste utilization plans with your permit application. The newer
plan (dated 5-26-97) has Bermuda grass (graze) whereas the older plan (dated 11-1-96) has Bermuda
grass (hay). In response to our request for additional information you have stated that Bermuda is
being grown for hay and have submitted further information on Table 1. Such revisions lack a
signature from the landowner and technical specialist. Please verify and submit revised paces with
appropriate signature -
Please note that all revisions or ainendinents made to the waste utilization plan (WUP) or a
portion thereof are required to be signed and dated by both the landowner and the Technical
Specialist before they are submitted for review.
Please reference the subject permit application number when providing the requested information. All
information should be signed, sealed, and submitted in duplicate to my attention at the address below. The
information requested by this letter must be submitted on or before February 10, I999 or the Division will return
your application as incomplete in accordance with 15A N.C.A.C. 2H .0200 and your facility will be considered to
be operating without a permit.
PIease be advised that operation of the subject animal waste management system without a valid permit is
a violation of North Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the
Environmental Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 363.
Sincerely,
&Z:!i�l (-"
JR Joshi
Soil Scie tist
Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
Permit File
P.O. Sox 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
September 22, 1998
.Fames Ezzell
Quwhiffle Nurseries 1-4 & 6
PO Box 67
Harrells NC 28444 RECElV!D
474 2 5 1998
FKYETTEkJICE
Dear James Ezzell: rEG' Cr` IQtw
A4•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NAruRAL RESOURCES
Subject: Application No. 82-0008
Additional information Request
Quwhiffle Nurseries 1-4 & 6
Animal Waste Operation
Sampson County
The Non -Discharge Permitting Unit has completed a preliminary engineering review of the
subject application. Additional information is required before we can continue our review. Please
address and submit the following information by October 22, 1998:
1. Your waste plan lists nitrogen application rate of 275 lbs/acre for Bermudagrass (grazed)
on Wagram soil. This amount appears high. Please verify that the correct realistic yield is
used for this soil.
2. Please provide acres, lbs. N utilized, and month of application for the additional crops
listed on Table 1 of your waste utilization plan.
3. Please provide a clearer field map with tract numbers, field numbers, and acreage clearly
marked to match those listed in your waste management pian.
4. Please verify if lagoon #6 was constructed in 1996. if so, please provide additional
documents (such as site evaluation and wetland determination) that were applicable to this
lagoon.
Please note that all revisions or amendments made to the waste utilization plan (WUP) or a
portion thereof are required to be signed and dated by both the landowner and the Technical
Specialist before they are submitted far review.
Please reference the subject permit application number when providing the requested
information. All information should be signed, sealed, and submitted in duplicate to my attention at the
address below. The information requested by this letter must be submitted on or before October 22,
1998 or the Division will return your application as incomplete in accordance with 15A N.C.A.C. 211
.0200 and your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid
permit is a violation of North Carolina General Statute 143-215.1 and will subject you to the
enforcement authority of the Environmental Management Commission.
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

Application No. 82-0008
Jaynes Ezzell
Page 2
If you have any questions regarding this request, please call me at [phone], extension
363.
Sincerely,
JR Joshi
Soil Scientist
Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
Permit File

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
MEMORANDUM
A 09V 1
• •
OOM K7
� 1�4 , �d
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVfRONMENT AND NATURAL RESOURCES
March 23,1999
TO: Fayetteville Regional Water Quality Supervisor
FROM: Sonya Avant 40
SUBJECT: Notification of Facility Number Change
RECEiVED'
APR 1 1999
FAYETTENILLE
REG. OFFICE
The following changes have been made to the Animal Operations Database. Please make
appropriate changes in your files.
Facility numbers 82-686 was combined under facility number 82-08. Facility number
82-686 was deleted from the animal operations database.
If you have any comments or questions please feel free to call me at [phone] ext. 571.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
MEMORANDUM
April 2,1998
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
TO: Fayetteville Regional Water Quality Supervisor
FROM: Sonya Avant P)V
SUBJECT: Notification of Facility Number Change
,?i
JG' APR - 3 �ggg
nS�s V[LL� stFG'C .AL O''FICE
The following changes have been made to the Animal Operations Database.
appropriate changes in your files.
FF•sl 1C
Please make
Facility numbers 82-680 was combined under facility number 82-679. Facility number
82-680 was deleted from the animal operations database.
Facility numbers 82-264 was combined under facility number 82-262. Facility number
82-264 was deleted from the animal operations database.
Facility numbers 82-684 was combined under facility number 82-08. Facility number
82-684 was deleted from the animal operations database.
If you have any comments or questions please feel fres to call me at [phone] ext 571.
P.O. Sox 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

SOIL CONSVIVATIO•• SCOVICL ,
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SrTE
I
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TYPES OF MATFRIAL 1FJ4C0UN_yEKt a IN KUKW4%4,
(lino• pony n(-.Vc[rmr h..•I�+.p)
UNMEU CLASSIFICATION i
.
USDA CLAsss1fr1CATION
Gw-wall Rraded =ravels: Tavel. sand miry
.��r;ravel. -• •;
GP -Poorly graded gavels °
s'sand.
GM -Silty ¢ravels; wavil-sand-silt mix i
vl:: ='very tine sand
GCrtlsyey-Rravel%:crave l -land -clay Tail
MIMI
SW:, graded sarsds; sand -give; mix,
fol • ti+re sourly loam . •=�
SP -Poorly graded sands
S14 .Silty sand - -
RT- graJefly lo,""
SC -Clayey sands; sand-ciay',mi:tares
si ilc i
Slli%s11Ly. V. fine San&-, sandy or clove y si tt
sit' -'silt loarn
g►
- .-CL-Clays of loto medium Plasticity _
cl • clay lo+4m_
CH - Inorganic clays of high plasticity
sial -silty clay loam '
MI.Elalxtie silts � _
sc l - sandy clay laama
OL-Orgaaic-silts and silty clays. leer plasticity
sic -silty clay
OIH -Organic clays. medium to hiO plasticity
e • clay
L Saitabla msterial for embankment i,% avoilahle �0
Yn. Now ►iwAtoot, A, -, r.uer.s �+ 0slserh w.
REYLA MS:
2. -rplaira I.MT& reQainne Arteeial attrrrtis n in de== poet vt�_.
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TAMES I;ZZELL
z,,6DRESS-: HARRELLS, NC
!NTRC_)OCTION:
JR. EZZELL, PLANS TO CONSTRUCT A 2500 FEEDEP,.PIG NURSERY ON A
240 ACRE FARM IN THE TB -4 COMMUNITY. HE PLANS TO PUMP THE EFFLUENT
*1N COASTAL BERMUDA GRASS. "OWNER. REQUEST NO SLUDGE STROAGE.
:SLUDGE WILL BE REMOVED AS NEEDED.
31TE CONDITIONS:
----------------
VHE SITE IS LOCATED ON NORFOLK SOILS THAT ARE MODERATELY SLOPING.
THE NEAREST DWELLING IS 2000+ AWAY. THERE ARE NO RESTRICTIONS.
TYPE AND SIZE
OF OPERATION
CLASS I
NURSERY C2600>
DESIGNED BY HERMAN! R I GGS-
DATE i2/10/90
APPROVED BY
DATE
PERMANENT
STORAGE
2600
35 lbs per hog
1 Cu Ft per Ib.
91000
Cu
Ft
TEMPORARY
STORAGE
91000
lbs of animal x 1.35 cu. ft.
of waste per day
22113
Cu
Ft
per 1000 lbs of animal wt. x
130 days
RAINFALL
LESS EVAPORATION
7" X
24600 sq. ft. surface area
per 12"per ft
14350
Cu
Ft
AINFALL
— 25 YR. I DAY STORM
7" X
24600 sq. ft. of surface area
per 12" per ft.
14350
Cu
Ft
TOTAL STORAGE NEEDED 127ja3 Cu Ft
4721 Cu Yds
TOTAL STORAGE AVAILABLE 130140 Cu Ft
---------------------------------------? 4320 Cu Yds
CAPACITY IN GALLONS 973447
AANURE AND URINE PRODUCTION
2600 hogs x 2.1 tons per year 5460 T./yr.

,AMES EZZELL
APPROXIMATE NITROGEN CONTENT THAT WILL BE PRODUCED PER YEAR
'JITROGEN (N) - 0.48 LBS PER R 1000 LBS OF ANIMAL WT. X 365 DAYS
(N) - 0.48 x 91000 x 365
1000
(N) - 15943.2 LBS
IT IS ESTIMATED THAT APPPROXIMATELY 25 X OF THE NITROGEN WILL BE
'VAILABLE FOR USE AS FERTILIZ
THE FOLLOWING AMOUNT CAN BE APPLE APPLIED ON THE LAND
3985.8 LBS.
1EFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
IN RALEIGH IS MAKING SOME TEST ON LIMITED BASIS. YOU SHOULD
CONTACT:
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALEIGH N.C. 27611
]HEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
`OVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION.
____----------------------______75-_______--___-____________
ARROW -TQ -FINISH FARROW-TO-FEEDEP, FARROW -TO -FINISH
SOWS
-__________________________________
-------------------------------
,ANIMAL EQUIVALENT LIVE WEIGHT
351,000 91,000***�
-----------_._-----------
TOTAL LAGOON LIQUID TO BE IRRIGATED PER ANIMAL UINT/Y`AR
. 5,460 20,540
_-_- ----------------------------------------------------------------
'! I TROGEN
62,400 17,420
HO--HA-E------------------------
3,640 c a
-_--_.-------__.-_-_-_._---_
-OTAS'r.
26,000 6,734
CROPLAND-tr- +Ai+.RES-------------
49 13
'PASTURELAND (GRAZED) -ACRES
70,200
--------------------------
104000
--------------------------------
233,400
572
26 6.5 260
----------------------- ---___--_____- - ------------------------------
AYLAND (COASTAL BERMUDA GRASS) ACP,ES
18.72 4.6a 195
k,rx*-hide+4�trr�-h�irir�r�t�F?r-+4�t��:}fic-F�titx�eyei►i��e•k-'syk�-ir�rie��k�-'riririr-k�Frt�4n-k�kir��cir-iF�tir��:�-

;AME: JAMES E?ZELL
'=EEDING SPECIFICATIONS
AREA TO BE SEEDED
APPLY THE FOLLOWING:
JSE THE SEED MIXTURE
INDICATED
C )
1 AC.
500 LBS. 8-8-8 FERTILIZER
2 TONS DOLOMITIC LIMESTONE
60 BALES SMALL GRAIN STRAW
50 LBS. FESCUE GRASS
35 LBS. OATS
50 LBS. BAHIA GRASS
4 LBS. WEEPING LOVE GRASS
12 LBS. HULLED BERMUDA GRASS
20 LBS. UNHULLED BERMUDA GRASS
:DIVERT ALL WATER TO A STABLE OUTLET
r
THE NEAREST RESIDENCE IS dada FT.
T.B.M. ELEVATION 50
DESCRIPTION
!Sd NAIL IN 8 INCH PINE TREE AT SOUTH SIDE OF WOODLINE AND
NEAR PAD LOCATION.
SITE PREPARATION:
EXCESSIVE WATER RUN—OFF MUST BE CONTROLLED BY PLANNED AND INSTALLED
`DEEDED EROSION CONTROL PRACTICES.
SEEDING:
:=APPLY SEED UNIFORMLY BY HAND, CYCLONE SEEDER OR DRILL.
,THEN A HYDRO—SEEDER OR CULT I PACKER TYPE SEEDER IS NOT WED. THE
SEEDBED SHOULD BE FIRMED FOLLOWING SEEDING USING EQUIPMENT AS
CULTIPACKER, ROLLER, OR LIGHT DRAG; SECURE MULCH
AITH MULCH ANCHORING TOOL, DISK HARROW SET STRAIGHT, OR STALK CUTTER
CN SLOPING LAND. SEEDING OPERATIONS SHOULD BE PERFORMED ACROSS
SLOPES.

;AME: JAMES EZZELL
DEPTH CAP.EA OF TOP + AREA OF BOTTOM + 4 X AREA OF MIDSECTION]
lOLUME _ --------------------
6.0 27
DEPTH I L X W+ L X W+ 4 X L X W I
:GLUME
--------- -------------------------------------_-
6 27
10 C Ica X 183 X 48 X 133 + 4 X 73 X 1631
1OLUME_--------- ------------ ------------ ----
6.0 27
. 10.0 C 780843
VOLUME _ --------- --------
6.0 27
130140.0 CU. FT. AVAILABLE
VOLUME _ ----------
27.0
IOLUME = 4820.0 CU.YDS.
24600.0 s q . f t .
127463.0 cu. ft. needed
::IDE SLOPES 3:1
INSIDE TOP OF LAGOON DIMENSIONS
,:dl DTH LENGTH
120 205
_NSIDE BOTTOM OF LAG 43NSIONS
AIDTH LENGTH
48.00 133
'OP OF DIKE ELEV. 43.00
=OT. OF LAGOGN ELEV. 31.00
:FRONT OF PAD ELEV. ERPOP
SACK OF PAD -LE V. ERP,OR
A

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JUL 7 - 1999
FAYETTEVILLE
REG. OFT 11C E
System Calibration
a 1-31 kA ir LA
RECEIVED
WMEP n -!t" f"� SF:nT?ON
.RFD 0 4 )m
lnfor,�,ation presented in manufacturer's charts are based dbrrz[-v_er@�ga ration
conditions with relatively new equipment. Discharge rates and app r r'P$res
change over time as equipmenr gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
disc:,arce ,are while decreasing the wetted diameter.
You s; could be aware that operating the system dig Terently than assumed irr the
design will alter the application rate, diameter of coverage, and subseque.r7dy the
application uniformity. For example, operating the -system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear or' tire•
sprinkler nozzle. Clogging of nozzles can result in pressure increase-. Plugged:
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and applicator;
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three yearz is recommended. Calibration involves collecting and measuring ;low at
severei locavions in the application area. Any number oT containers cat, ge used to
collect flow and determine .he application rata. Rain gauges work best because
they airaady ;nave a graduated scale from which to read the application arount
withour having to per;orm additional calculations. However, pans, plas"c buckets,
jars, or an-�rhing with a uniform opening and cross -sea -don can be used_ provided
the liquid c oller wed can be easiiy transferred to a s%caied container Tor measuring.
For SLCdcnary sprinklers, collection containers should be located randomly
throughout—,4: ,n application area at several. distances from sprinklers. For traveling
guns, sprink:ers should be located along a transect perpendicular to the direction
or pull. Set cut collection containers 25 feet apar along the transect on bom
sides o I the gun carr. You should compute the average application rate for all
nonuniformitty of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You: should contact your irrigation
dealer or tac:,nical specialisrior assistance.
'Reprinted for Cef -.';Cation Training fcr Operations of Anima! Waste Management Systems Manual

& PLAN
Prop- lotoon Houid ana;eme - 1-louid be a. ye -_---round Priollrv. It is impormnt: to ;,r2Ievels so -- yoL do not have probicn, s aunng �=Iyy and
wet:pc=ioes_
Niaaimum stere can should be available T .. moon for neeriods when the-
recc:viaC­ Cop udo ant (su ' e for or or when the are
e:=ae3 �Y _ such as the t�^un�-�-stoan season in the s-.i-nzne`ame. This means
.that ar t€xe -n or planr �w� the iatewint—/e...�'.y Sorin= iri-,don ac=rnma to
a fay waste gement pian should be done wit :-leve- the land is dry enough to
receive (-- Iicuid. This wlii a .7,orage spa= avai.ia.bie in the lagoon for t=mwe`
periods_ In tie lim Szimrn-feariv an the lagoon should be pined down to thelow
m (see ' 2-I) to allow for winter storage_ Every effort should be made to
ror the lagoon close to the minimum 1icuid level as long as the weather and wast~
utuiz dorr vla w-ilL allow it.
Wairng u: t the Lgoon has ;u m=-Aiunz storage, czoawry before star -'a. to
Uriza does not leave xoom for -".cess war-- durinc ex -tended wet ne iOds. _
Ove::_aow„m hie lagoon ror =v an exc.�_ t a. 25 -ye:-, ?=hour stom, is a viol­_-oa of
state law and io pezzity ac--;o,--
T-he
c--;o_.The routine . -i:,,aa"lcw or a f_cr-O.. =volve5 the _oU:owirlc-
Mainter,ancz a -f a veze=ive cover for -the da::_.
Fescue orcom,.T_or_ zx� r -he most corn -non veze=ve
...'}vwm. Il1..Vez....c:.:0.1 Suollld be ...:.r'.l v,,..;” Illiim ..�.... ro
Lain .=.n a. vigo, The zznou-,it or re. arroiied Should be
Z sem on a so=!s ms-_ OL'= i a the event th= it as nor 4='Cal to obr---n
Z_ SOILS test eac,a year, ttlt IagooII a sialiouncang- a=5
suo=gid bei°. �J � zh $00 pounds pe` aL7,- or 10-10-10, or
e^ =: Val, e..,at.
3rash and trete on to e.:"ban1=enr rnt:st be c; n-,zoued. This =v be
done. by rnowmIIg, CcYa "", gr -ng, c iovpmg, or a Combination OL
zt= jracd=_ This should be done a.;_ list on= a year and
zlossi@v mice in ye:_z that. weather conditions airs zavo., isle for-
heavy
orLeavy vegetative E -row ui.
NOS I v-ge:�on is controlled by sa:aYin g, the h=biciae n=.s not be allowed to eat.
the lagoon w�" 5uc:7 che.-niris could ra-m the in the Loon that am tem
the waste_
MainLe:== i---Lx-=ions of th- e::r;.-e lagoon should be ,nade duzLn the initial 5-11ing of
theiagoon and a:Iwst monthly and af-= tnaiorrairu�aii and events. Items to be-
checkr--i should icclude, as a r�,iritnL:�, the rolloN;;in.
Wasze Inlet Pines, Rec:•cling Pines, and Ove`liow Pipes—look ror.
L s__Paration or ioUlts
=- ram or bre
-. ac.-umuiation ors _Is or . T e= -4.1s.
ove,-all condit*oz ar gives

Lagoon silrl"'act—look for
L. undesiraoie vegetative growth
?_ floating or lodged debar
Emaankme.-it—look for.
I._ settlement, crac-Ung, or "jug" holes
2. side slope stability—siunms; or bulges
I wet or dz= anis on the back slope
r e.mTosion due to laof vegetation or as a result of wave a
5. rodent damage
Iger lagoons may be subj ec to liner damage due to wave action caused by strmag
winds_ Tn= waves can erode the lagoon sidewalls, thereby wing the lagoon dant
A good s=d of vegetation will =du= the potential damage caused by wave acsian. If.
wave a== causes serious damage to a lagoon sidewall, bazztes irr the.lagoorr may be
used to reduce the wave imcac s.
Any of these features could lead to erosion and weal=zing of the dam: If your lagoon has
any oz thy. features, you should call an arrpropziam axperc farailiar with design and
co =-:ion of waste lagoons. You may need to provide a te.-rmomry nx if there is a threat:
of a waste disc:hamr. Howeve a per-mianent solution should be reviewed by the.
technic2i em e.r- Any digging fro a lagoon dam with heavy equipment is a setious
und. micir: whm potentially se.-ous cons:auences and should dot be conducted unl=s
reromz<.eaew by an approoria-'- --=-rucal expert_
:,ansfer Pum—os--heck for cror ope---ation of:
1. ter fclutg pumps +
2. ia=ia�on mmks
Check for I=35, loose Iirdn¢s, --:—d overall T)=D ove adon. An unusually loud or drag
no=, of a w e &Blount oI vibrazon, may mcdcarm that the 7LI= Is in need or =--, or
reaiacz= := . _
NO= P -u~ -ming systems should be -rested and op_ Brat-d_L-:eau=tly enough so that you
are not co '. y "surprised" by e^uiame tt failure. You should perform yourpining
systemMIT=,an: at a time wile^ you; lagoon is at its low IvreL This will allow same
safety time should rnaior remains oe ruined_ Having aneariy full lagoon is not the time
to think abour switching, recairin-; , or borrowing pins. Probably, if yourl.agom is full,
your neighbors lagoon is fuii also. You should consid-r mi==ning -an mventory or s,= -m
parts or pumps_
Surface- water diversion features are designed to racy ail sumo~
drainage wat.-:s (=.h as rainfall runoff, root cizzinage, butter outlea,
and parking Iot runoff) away from your lagoon and other waste
near or storage stmcar-.s. The only water that should be
coning from your lagoon is that which comes horn yourfiusiung
(',czshing) system pipes and the rainfaU that hits the lagoon- directly.
You should inme -. your diversion cyst= for the following:
I . adecluz - vegetation
2. cave.;;on capacity
3. ridge barn height

Ideatined problems shouldbe correcte;d promptly. It is advisable to inspect your system
during or immediamly following a heavy rain_ If technical assistance is needed to
demm3ine proper solutions, consUt With appropriate a pe ts-
You should record the level of e Ia;oon just prior to when rain is predicted, and thea
reoorrL the level again 4 to 6 hours after the ram (assumes tam is no pumping). This will
eve you an idea of now much your lagoon level will rise with a =stain rainfallamount
(you must also be recording your :aini-all for this m work). Knowing this should hey is
planning i:r igation applications and storage_ If your lagoon rises excessively, you may
have an inflow proble:n uom a sur�kce water diversion or rhe - e may be seepa;e into the
lagoon from the surrounding land.
Lagoon- Operation
I . Immediately a&--- consztuction establish a comm_ lem sod cover on bare soil
sur=mss to avoid-vsion_
2. FM new lagoon desigm trm=ent volume at IQ.t half full or water bs.=ore
wasm loading be=s, rang care not to erode ?fining or bamk sioues.
Dr Laoives Lnto t.�e lagoon should have a *le-Xdble nice extender on the
end oT the pine to cscharge neo: the bonom or t: -ie lagoon dura; -adz;
r i i;nz or another .���s of slowing the inco�� inware.- to avoid erm=on of
the lining.
4- When possiole. be^� loading new lagoons in ;.he spring to maximize
oac•.e.-ial estab1T_v'n =r' (dub to warmer weat:Ze�;_
5. it is rp..:omineide.:.'^, a new lagoon be seed_ with sludge from a hmidiy
working swine lagoon in the amount of 0.25 of the :fia la_zoon
LGL:td volutie. l3:s Se.Ging Should O=iIr a; I=St iW0 Wer'.:s DIiC7rzo the
acc itlon of w2SZ__W',_'.
6_ Maintain a penodic =neck on the lagoon Iiauid ur-_ If the pH fhM below
7. 0, add agricilair.; lime at the raze of I pound -0er 1000 cubic fees of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is betwe n 7- and 8.0.
7. A dark calor, lack of bubbling, and excessive odor si,anals inadi zamm
biological activity. Consultation with a t—::za:lcz:, saecialist is r=mm, —.ded
if these conditions oc:.ur for prolonged periods, espezialiy during the warm
s=son.
LN ... ,-
The more ftecx:entiv and regiiariY t<`iat wastewater is added to a lagoon, the ben the
RL- will f- --action. Flush syste.:zs tint wash waste into the l - several times daily are
Optimum for ....ttneat. Pit to harze syste=ms, in which one or more buildings are drzined_
and recharged each day, also work weal.

P,-zctice water conservadon---minimize buildin- water usage and
sniilage from leaking waterers, broke_ pipes and washdown through
groper main=-=ce and water conser vanon-
Minimize reed wastage and spillage by lo2::;oing feeders adjusted. This
will reduce the amount of solids entering the Iagoon
Maintain lagoon Iiouid level between the _gerraaaent storage le^�el and
the full temporary storage level.
Place visible maxn.�-s or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure Z -I).
Start irrigating at the ea_diest possible dart in the spring based on
nutrient recuiremems. and soil rnoisnse so tax "te:anorary s-torag
will be mazi m--- for the summer thund---rc= season. Simi:`�y,
s-igate in the I=-- sumrne,/early fall to provide -,--L-=um lagoon
storage for the Vi ntw. -
Me la oon liquid leve Snow never be closed -L.-.Zn 1 foot to the _ow,s
ooint of the dam of
7o not uumD tine lazoon Hcuid level love: u.a: uZe vermanent store
level unless you u--=e:noving sludge.
Locate float tsurao nukes atmroxir;ately IS inch underneath tae t; _
s�ie.Ce and. as fa away L.om the drain-aroe im,es as Dossible.
Prevent additions of bedding im=rlals, Ions -stet-. med forage orveg-a cion,
molded feed, D=* "Lc SVrL'tges, or other tearer= =Le::. ak into the lazoon_
z Yeauent[v rw;nove solids from catch basins ar end of connneinent houses .or
whe,ever they are yzmlled.
NdamtaLn strict vez=ion, rodent, and varmint canuol near lagoon edg=
Do not allow t= or large bushes to grow on Iagoon dam or emb=k==t:
Re,.�ove sludge *rote the lagoon either when the sludge storage cap=ty is
fail or before it rills 50 Der=nt of the permanent scorage volume.
If animal production is to be terminated, the owner is responsible for
oam=z and implementing a closure pian to e:irninare the possinili*y of a
pollutant discharge.
Sludge Removal:
Rare of lagoon sludge buildup = be reduced by:

proper lagoon sizing,
mcchanical solids s.-oaradon or flushed waste,
fir -statin; of flushed waste solids in an appropriately designed basin, or
nitum=c; reed waszage and spi.ilage.
Lagoon sludge that is removed annually rattle; than stortd long tern will:
have more nucie.'lts,
have more odor, and
rewire more land to properly use the nutrienrs.
R=noval te—chnicues:
Eire a custom a=lirator.
. ' Na the sludge and lagoon liquid with a chavoer-a_Qitator inivelle:
pump through la:;e-bore spriil.Lde: irngadon'sysz--n onto nearby upland;
and soil inco=me.
D—warer the upper part, o= lagoon by i.-rigadcn onto nearby cropland or
-orazeland; Tnix lemairzinz sludgy; Punnp into HcL'd Sludge haul
ana spread onto v^DLZTiG' or foragelara; and so:-, -Iicorpor�.
De water til- ur:. -z oar. of lagoon by iiiignearby onto nrby CrOUL—nds Or
iorazeland: dr'-#- sludge Yom lagoon -with d.--az.'Ine or siudC'-'DG:: b_—M
an area beside la --con :o razeive tilt siudg;e so _.a' liquids can dr`a 1/2=
into lagoon: allow siuda- Lo de`rVa ter - haul and =r=d with manure r,,Tmd.—
onto cropiard or romazeiand; and soil Incozporaza.
Regardless of the :net`lod, you must have the sludge rate_-- analyzed for waste
consnituen= just as You would vour lagoon Water. The siudge vain contain dims w:t
nutrient and fnetct values �lom'the Hcuid. The apviication of: :he sludge to fields -,,i7•be
limited by Wiese nutrients as well as any previous wast-- a=lic='ions to that field and hap
rectfirem=z. Waste aD-ohc .on ma= will be discussed in de —F i in Chao= I
When ., owing siud4e, you must also pay attention to the lin= to prevent damagt. Qo=
attnntion by the aumDerr or drag -ane operator will e--isure ilii_: the lagoon liner r=,-z.Tm
intact_ If you see soil mamziai or the synthetic liner material being disturbed, you should
stop the ac -di- ir_v immediately and not resume until you are sur_ teat the sludge can be
removed withour liner injury. If :he line: is damaged it must be =aired as soon as
possible -
Sludge remover .from the Iagoon has a much higher phos hot*.: s and. heavy metal content
than linuid, pause of this it should probably be applied to laud with lowphosphorus
and me -Mi Ie<ae:s, as indicated by a soil test, and inc-rz7oiat= to reduce the chmce of
erosion- Note that if the sludge is applied to fields wit:Z very t' g:*t soil -test phospaores, it
should be anpiied only at rates =-- to the crop removal or p.�ospaorus. As wit cter
wastes, 21v, -.vs rave your lagoon sludge anai_vz = dor its numenz: value.
The appikazion or sludge will inn -astee the amount or odor at th- waste application site
Extra pre`'�ztzon should be used to observe the wind dire: don and other conditions wmcii
could inc se the concern of neiQ^bors.

Possible Causes of Lagoon Failure
T-.agoon failures -result in the tmnlanned discharge of wastewater from the smtcmure_ Types
of fairs include I=Jmge through the bottom or sides, overtopping, and br=h of the
dam_ Assuming proper design and construction, the owner has the responsrbility for
ensurtag strrsc = safety. Items which may Iead to lagoon iailt= include:
ModEdcation of the lagoon structure --au ale is the plac=eat of auzne
in the data without p=ot. design and construction_ (Consult.an er= in
Lagoon design before placing any pipes in dams-)
Lagoon liquid levels—high levels -are a safety
Failure to inspect and maintain the dares_
Exc= surtam waw mowing into the lagoon_
Liner integiry pro"—, from inlet -pipe scouring, darage dtmitlgly
s
removal, or rupmm :Enm lowering lagoon liquid level below-muudw-ar--
table.
NOTE: U lagoon water is allowed to overtop the dam, the-novina, wat=will soon cruse
[lies to 1 is the clam. Once this rhe sraL-ts, it can cuiclly. cause a Image cisc:,--ge
Of W=Ze- 22-� and possible ciao 1'c,].It:.re_

EMERGENCY ACTION -PLA
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)41
EMERGENCY MANAGEMNi r SERVICES (EMS) �i o� _tis
SOIL AND WATER CONScRVAT10N DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) lo : -10
COOPERATIVE EXTERSION SERVICE (CES) 1n),5q.�
This plan will be implemented in the event than wastes from your operation are leaking,
overflowing or running off` site. You should nor wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort- to ensure that this does not happen. This plan should be posted in an accessible
location for air employees at the facility. The following are some action items you should
rake.
7'. Stop the release of wastas. Depending on the situation, this may are may norbe
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-ocssible solutions are:
a. .='dd soil t ,, o be.to increase elevation of darn.
b. rump wastes to rieids at an acceptable rate.
c. Stoo all flows to '; �e lagoon imrnediateiy.
d. Call a pumping contractor.
e. Make sure no su: +ace water is enterinc lGcoon.
S. Runor ;ram waste application field -actions include:
a. Immediately stop waste application.
b. Create a te.nnoorary diversion to contain waste.
c_ incorporate waste'o reduce runoff.
d. E.vatuate and eliminate the reason (s) that cause the runoff.
e. Evaluate the aDoiicazion rates for the Heid4S where runoff occurred.
C. Lsekaae from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation punp.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakace from flush systems, mouses, solid separators -action inc!ude:
a. Ston recycle pump.
b. Step irrigation pump.
c. Make sure siphon occurs.
c. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
T
o dowing leaks -possible action:
a. Dig a small sumo or ditch from the ermbankmerrt to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If 1�ofes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. I'ave a processional evaluate the condition of the side walls -and lagoon-
bOz7orn as soon as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste. reach any surface waters?
b. Approximately how much was released and for what duration?
c. ,any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or offs s the property)?
h. How much reached surface waters?
3. Con -mc-, appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the dermis of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The correciz ve measures that -rave been
under taken, and the seriousness of the sitution.
b. if spiii leaves property or enters surface waters, call local SUIS phone number.
c.- Inst-uct EMS to contact local Helath Department.
d. Cort_ct CES, phone number - , local SWCD of Tice prone number - -, and local
NFCS c = ce for ad vica;tac:,nical assistance phone number - -.
4. lT none of -,ie above works ca!l 011 or the Sheriff's 7eparment and explain you
probierr. _o them and ask zhe person to contact th e proper agencies Tor you.
�. Contac-, 7.;e contractor of your choice to begin repair or problem to minimize oi-
Site der—mace.
a. Con-L«-_zors Name:
b. Cont; Gc-;ors Address
c. Cont. actors Phone:
6. Contac-, '�J"Ae technical specfaiist who cerified the lagoon (MRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone:
7. lmpiernent procedures as -advised by DWQ and technical assistance agencies to
re=ify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2
0

INSECT CONTROL CHECKLIS i FFR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Occr Sire Spec Practices
(Liquid Systems)
Flush Guaars Accurmdation atsoGds ush systems is designed and operated
sufriciontfy to remove accumulated
soilds from gutters as designed.
{) Remove bridging of ac=mulated solids at
discharge
Lagoons and Pits crustad Solids
9. -Maintain lagoons. so=ing basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 5-3 incises over more than
30% of surface.
Excessive Vegetative Decaying vegetation
) aintain vegetative control aiong banks of
Growth
lagoons and other imooundments to proven;
accumu)arion of decaying vegetative matter
along water's edge on impoundment's perimeter.
(pry .systems)
Feeders f=eed Spillage
(} Design, coerate ane r -contain feed systems ie.; -
bunkers and trougns) to minimize the acc_=-azon
of decaying wastage.
{) Clean ua saiiiage on a routine basis (e.g. 7-30 day
interval during surr:mer: : S-30 day interval during win f).
Feed Storage Ac",mulations of feed residues ( ) Reduce moisture ac_ -mulapon within and ar=nd
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate con' ainmem (e.;.. covered bin for
brewer's grain and cirmiar Leigh moisture grain
products).
f) Jrtsoecr `or and remove cr break un accumuiatad
solids in filter strias around feed storage as needed
Animal Holding Areas Ac m7wintions of ararrw wastes {) Eliminate low area LSat tram moisture along fanew
and feed wastage and otrser locations where waste accumulates and
and disturJance by arvmais is rninimal.
() Maintain fence rows and iter strias around arimai
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up acauTrulated
solids as needed).
MC—hlovernbor 11. 1996

I
Dry Manure Handling Accuffluladore of anima] wastes (} Remove spillage an a routine basis (e g. 7-10 day
systems intervai during summer. 15-30 days intammi sig
wirmar) wires manure is loaded for land eppimcian
or disposal.
{) Provide for adaquate drainage around manure xmckpier.
() Inspecr for and renur— or break up acc untdaaed walass
in -toter stripes around stocipuies and mafl[ua handing
areas as needed.
The issues checked ( ) pertain to this operation. The Ian downerlrrtegratcr agrees to use sound judgmerM in •applying
insect corltrof measures as practical.
I carorfy the afar an nerrtioned insect control $est Management` Practices have been reviewed with me.
Cb
(Landowner Sign
mor more informadan c=rttaz:-dte Coaperad" £xtattdon Service, department of Emomorogy. Sox 7513..Norrh C:arcSna Stam University, Raleigh. NC
Z7695-7613.
1M1C-November 11, 1996

SWINE FARM WAST MANAGEMEPV—j ODOR CONTROL CHECKLIST
- SOLtrce Cause SIMP'S ro Minimize Odor Trm Spe^iic Psacricas
Farmstead Swine production ! gatanve or wooced buffers;
teeammendad best management
p cZees;
Good judgment and common sense
Animal body surfsees Dirty rrtanure-eoversd animals ( } pry floors
Roar surfaces Wet manure -covered floors N%-:!r--ettad floors;
.)/Waterers located over slotted floors;
01—Fe rs at high end of solid floors.
f7/Scrape erianura buildup from floors;
() Undafrloor ventilation for drying
Manure collection pits Urine virreouent manure removal by fluskpit
reeharge.or scrape
Pariral micorbial decomposition { } Underfloor ventilarion
Ventilation exhaust far= Volariie gases; rr ran maintanance;
!oust {a5.Yicient air movernent
Indoor surfaces Dust (1] ' s, -down between groups of animals
( ) re0C additives;
() seeder covers;
{ } Feed deiivery downsoour extenders to
feasor covers
hush tanks Aoration of racycted lagoon () Fusn tank covers
ficuid whiles tants are fMng {) Extend fill lines to near bortorn of
tanks with anti-sionon vents
Frush alleys Agitation during wastewater ( } Unaerfoor flush when underfloor
ca nveyanance ventilation
Pit recharge points Agitation of racyeed lagoon { } Extend recr+ara fines to near cortom of
ficuid while pits are ring pits with anti-sinhon vents
slit stations M .. AG talion during sump tans filling { } Surn? tanx Gavers ..
and drawdown
Outside drain collection AGdtation during wastawater { } Box covers
or junction boxes conveyance .
-nd of drainpipes at lagoon Agtatian during wastewater (} Extend discrtarge point of pipes
undarneatn lagoon aacuid level
Lagoon surfaces Volatile gas emissions roaar lagoon fieuid capacity
?aolagical mining �r-ect lagoon startup procedures
Agi%otion(''} Miin�nimum stir -race areo-io-voiume ratio
LY- rumum agitation wnen punning
() Mecnanical aeration
() Proven biological additives
'.rrigation sprinkler no=as Hign pressure agitation n ate on cry cans win lime or no wind
Wand draft {yj�►Gnimum recommended coerauon pressure
( mo intake near lagoon fieuid surface
( ) Puma from second -stage lagoon
yvfOC—November 11. 1395

Storage tank or basin Partial microbial deccmposition {) 80ttom OF rrtidlevel loading
surface Mixing while Ming { } Tani[ covers
Agitaaan when omprying { } Bazin surface mats of solids
{ } Proven biologi=c: aaditives or oxidants
Settling basin striata Partial micobial decompasaon () Extersd drainpipe Outlets underneath liquid
Mixing while filling level
Agitation when emotying () Remove settled _=61lds regulady
Manure, slurry or sluage Agitation when spreading {) Soil injection of siurryfsludges
spreader outlets Volatile gas emissions () Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions wide drying ( ) Soil infection of siuny/sludges
or sludge on fiaid surfaces
{ } Soil incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
() Proven biological add:Vve9 or wddawts
Dead animals Carcass decomposition ( ) Proper disposition of carcasses
Dead animal disposal carcass decomposition () Complete covering of carcasses in burial pits
pits () Proper locaz;pnicanstruczion of disposal pits
incinerators lneomniete comoustion ( ) Seeondery stack burners
Standing water aroura improper drainage rade and landscape sucz that water drains
facilities Microbial decomposition c; away from facilities
organic metier
Manure trached onto pczwiic Poony maintained at=oms roads ( r -arm access road maintenance
roads from farm access
Additional Information:
Avaiiedle ;-Z r -
Swine Manure Manaremer= C-200 RuiafaMP Pacicet NCSi}-c: my Extension Canter
Swine Production Farm Potentia! Odor Sources end Remedies, EBAE Fact Sheer Ncsu-2AE
Swine Production Facsisty Manure Management: Pi: Reczar;&-Lagoon Treatment; EBAE I C3 -a3 14CSU_i3Ar:
Swine Production i acieR}r NUrlure Managarrrenc sUnder'cor Fsuxe-{Lagoon Treatment, EBAE 5:3-32 NCSU-aAE
Lagoon Desig and Management for Livestock Manure T m mment and Storage; EBAE 1 03 -as NCSIYaAE
Calibration of Manure and Wastewater Application Equimrte= EBAE- Fee-, Sheet NCSU•-SAI:
=ontralling Odors from Swine 3uudings; P1H-33 NCSU-Swine Btterssion
Environmental Assuranc Program: NPPC Manual NC Pont Produces Assoc
OGtions for Managing Odor; a recon from the Swine Odor Task Foran NCSU Agri Camrtruni=dOns
Nuisance Concerns in Animal Manure Management: Odors and Fries; PRO107, 1995 Conference Proceedings Aorida Cocperadve E-ctension
he issues checked ( ) per-tain to this operation. The landowner/irrteg, -tor agrees -to use sound judgment in applying
odor corrrrol measures as practical.
certify the a:orernern; cned odor control Bert Managment Practices have been reviewed with me.
v~
-rdowrler Signature)
IAOC-November 11. 1995

MOR T ALI i Y MANACENTENT METHODS
(check which method(s) are being implemented)
( } Burial three fa -et beneath the surface o -f the ground within 24- hours
of `or knowledge of -the death. The burial be at least 500 feet from
any flowing steam or public body of vsrat:er.
{ Rendering at a rendering plant licensed under C. S. 106,-158.7
} Complete incineration
( ) In the case of dead poultry only, placing in a disposal pit of a sma and
design approved by the Departmenk of Agriculture.
Any method Which in he professional opinion of Che Stare
Veterinarian would make possible the salvage of par of a dead
anir-ial's value withac.- aridangering human or animal health. (V�Irrtars
approval of the. Staza Veterinarian mu.—,., be attached)

',:AME:' JAMES EZZELL AND SONS
SEEDING SPECIFICATIONS
AREA TO BE SEEDED
z,PF LY THE FOLLOWING:
;1'SE THE SEED MIXTURE
INDICATED
t )
I AC.
500 LBS. 8-8-8 FERTILIZER
2 TONS DOLOMITIC LIMESTONE
60 SALES SMALL GRAIN STRAW
50 LBS. FESCUE GRASS
35 LBS. OATS
50 LBS. &ARIA GRASS
4 LBS. WEEPING LOVE GRASS
12 LBS. HULLED BERMUDA GRASS
20 LBS. UNHULLED BERMUDA GRASS
DIVERT ALL W; -TER TO A STABLE OUTLET
THE NEAREST RESIDENCE IS 20^0+ FT.
r.a.M. ELEVATION 50.00
DESCRIPTION
?,� -bop a` property E ine mariner at is at east end o' access rd.
SITE PREPARATION:
;::CESSiV4. WATER' RUN—OFF MUST BE CONTROLLED BY PLANNED AND IiNST=LLED
'SEEDED EROSION CONTROL PRACTICES.
EEDING:
:,PPLY SEED UNI FOP, MLY BY HIND, CYL LONE SEEDER OR DPI!LL L.
;aHEN A HYDRO—SEEDER OR CULT IP. -ACK R TYPE SEEDER IS NOT USED. THE
SEE DE:E D SHOULD 1'E FIRMED FOLLOWING SEEDING USING EQUIPMENT AS
-ULTIPACKER, ROLLER, OR LIGHT DRAG; SECURE MULCH
ti I TH MULCH ANCHORING I NG IDOL , D I SK H; ;P, ROW SET STS?.^, I Ll , OR STALK CUTTER
,N SLOPING LAND. SEEDING OPERATIONS SHOULD BE PERFORMED ACROSS
.= LCsPES .
5

}
'.,P -,4E : JAMES EZZELL AND SONS '
DEPTH CAREA OF TOP + AREA OF BOTTOM + 4 X AREA OF MIDSECTION]
IOLUME=---------- ---------------------------
6.0 27
DEPTH E L X W + L X W+ 4 X L X W I
IOLUME_ "----------------------------------------
6 27
10 E 138 x 148 X 78 X 88 4 x 108 X 1183
'/19LUME = ----------------------- ----------------------------------
6.0 27
10.0 C 782647
VOLUME =--------- —__—_—_-
6.0 27
130440.0 CU. FT. AVAILABLE
VOLUME = --_—.-----
27.0
IOLUME = 4331.1 CU.YDS.
248^00.0 s . f t .
127113.0 cu. Ft. needed
;IDE SLOPES 3:1
INSIDE TOP OF LAGOON DIMENSIONS
AIDTH LENGTH
150 lE0
INSIDE BOTTOM OF L,"-.0 54NSIONS
AIDTHLENGTH
78.00 38
70P OF DIKE' ELEV.
30T. OF LAGOON! ELEV . 38.00
-RONT SOF PAD ELEV . 50.00
�aL- OF PAD E--- . 54'... 50

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"AMES EZZELL
-APPROXIMATE NITROGEN CONTENT THAT WILL BE PRODUCED PER YEAR
'tITROGEN <N) - 0.48 LBS PER
(N) - 0.48 x
---------------
<N) - 15943.2 LBS
R 1000 LBS OF ANIMAL WT. X 365 DAYS'
91000 x 365
----------------------
1000
IT ,IS ESTIMATED THAT APPPROXIMATELY 25 X OF THE NITROGEN WILL BE
AVAILABLE FOR USE AS FERTILIZ
THE FOLLOWING AMOUNT CAN BE APPLE APPLIED ON THE LAND
3985.8 LBS.
BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
IN RALEIGH IS MAKING SOME TEST ON LIMITED BASIS. YOU SHOULD
ONTACT:'
AGRONOMIC SERVICES DIVISION
ICDA, BLUE RIDGE ROAD CENTER
RALEIGH N.C. 27611
NHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
-OVER CROP SEEDED OR A RDW CROP PLANTED TO PREVENT EROSION.
__A_--OW-T----O- FI ----N---
ISH ------------------FARROW-TO--------------------__--___
:=RR-FEEDEP FARROW -TO -FINISH
SOWS
--7 ----------------------------------------------------------------
ANIMAL EQUIVALENT LIVE WEIGHT
351,000 91,000*****
___________--------------_--------_-__---__------------------
_TOTAL_LAGOO_____N LIQUID TO BE IRRIGATED PER ANIMAL UINT/YEAR
5,4600 20,540
------------------------------------------------------------
AIT , OGEN
---------------___--__AITP,OGEN
62,400 17,420
-------------------------------_-__-__
.HOSPHATE
3,640 Quo
------------------------------------------------
OTASH
26,000 6,734
-----------------------------
At., -S
----------------------------
ACRES
49 1Y
70,200
-----------------
104000
-----------------
233,400
__----------------
- -------------------------------------------------
PASTURELAND (GRAZED) ACRES
26 6.5
5572
------------
260
--7---------------------------------
AYLAND <COASTAL BERMUDA GRASS) ACRES
18.72 4.68 195
kk+t-k*�eir�?rpt'�t-Ire+rir�'r�it���4�F�rri�'-ir�xtiv�vk��ir�iF���Fve�'sicyck-k;r-+��rieie-+4,F�vE-k-k7k�irw�4�'e�Trtrt

;AME: JAMES EZZELL
SEEDING SPECIFICATIONS
:AREA TO BE SEEDED
1
AC.
APPLY THE FOLLOWING:
500
LBS.
8-8--8 FERTILIZER
'
2
TONS
DOLOMITIC LIMESTONE
60
BALES
SMALL GRAIN STRAW
-JSE THE SEED MIXTURE
I INDICATED
< )
50
LBS.
FESCUE GRASS
( >
35
LBS.
OATS
< )
50
LBS.
BAHIA GRASS
y ( >
4
LBS.
WEEPING LOVE GRASS
(J-71
12
LBS.
HULLED BERMUDA GRASS
( 1
20
LBS.
UNHULLED BERMUDA GRASS
101VERT ALL WATER TO A STABLE OUTLET
r
THE NEAREST RESIDENCE IS adua FT.
T.B.M. ELEVATION 50
DESCRIPT!ON
ISd NAIL IN 8 INCH PINE TREE AT SOUTH SIDE OF WOODLINE AND
NEAR PAD LOCATION.
31TE PREPARATION:
'_XCESSIVE WATER RUN-OFF MUST BE CONTROLLED BY PLANNED AND INSTALLED
`DEEDED EROSION CONTROL PRACTICES.
SEEDING:
APPLY SEED UNIFORMLY BY HAND, CYCLONE SEEDER OR GRILL.
DH EN A HYDRO-SEECEiii OR :ULTIr:�I i:ER TYr�E SEECER IS NOT USED. T'H'E
=EEDBED SHOULD BE FIRMED FOLLOWING SEEDING USING EQUIPMENT AS
CULTIPACKER, ROLLER, OR LIGHT DRAG; SECURE MULCH
,;: TH MULCH ANCHOr I NG TOOL, DISK HARROW SET STRAIGHT, OR STALKCUTTER
ON SLOPING LANG. SEEDING OPERATIONS 3HOULD BE PERFORMED ACROSS
'SLOPES.

;AME:
JAMES EZZELL
DEPTH [AREA OF TOP
+ AREA OF
BOTTOM + 4 X AREA OF MIDSECTION]
-:OLUME =
---------- ---------------------------------
6.0
27
DEPTH C L X
W+ L
X W+ 4 X L X W 3
!GLUME =
---------- ---------------------------------------
6
27
10 C 108 X
193S X 48
X 133 + 4 X 78 X 1633
:GLUME
=----------------------
-------7
27
10.0 1 780841
'GLUME = --------- ---------
6.0 27
130140.0 CU. FT. AVAILABLE
VOLUME _ ----------
27.0
IOLUME = 4820.0 CU.YDS.
24600.0 s q . f t .
1274-03.0 cu. ft. needed
:IDE SLOPES 3:1
INSIDE TOP OF LAGOON DIMENSIONS
AIDTH LENGTH
120 205
INSIDE BOTTOM OF LAG 43NSIONS
lIDTH LENGTH
48.00 133
70P OF DIKE ELEV. 43.00
30T. OF LAGOON ELEV. 31.00
,=RONT OF PAD ELEV. ERROR
SACK OF PAG ELEV. ERROR
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491

JUN -10-99 08:00 AM P_le
SHLL i I UV C!
SPECIFICATIONS FOR CONSTRUCTION 0E WASTE TREATMENT LAGOONS
----------------------------------------------------------
rOUNAAT I ON PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
Magoon embankment .and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND L•ARTHFILL PLACEMENT:
-------------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such .as sod, roots, frozen soil, stones over
S inches in diameter, and other objectionable material_ To the extent
they are suitable, excavated materials can ba used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered Adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. pikes over 15 feet in height and with an impoundment
capacity of LQ acre -feat or more fall under the jurisdiction of the NC
Dani Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during Construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SMALL BE 1.5 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie -- CL,SC,CH).
REFER TO THE ,MOILS INVESTIGATION INFORMATION IN THE FLANS FOR SPECIAL
CONSIDERATIONS.

JUN -10-99 oe:09 AM P.11
w P1 M a I L. LF i" C
ruil linter material shall come from an approved borrow area. The
minimum water content of the liner material shall be Optimum moisture
content which relates to that moisture content when the sail is kneaded
in the hand it will form a Mali which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum wiater content relates to the sail material being too wet
far effir..ient use of hauling equipment and proper cvmpar_tion. Proper
compaction of the liner include% placement in 9 inch lifts and
compactwd to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single mo%t important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used 'for the
liner, is the efficient construction processing of the compacted linmr.
The sequence of eq«ipment use and the routing of equipment in an estab-
lished pattern helps assure u►ii.formity in the whole placement anti
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipato•r(rocks)
or u:.ing flexible+ outlets on waste pipe,;.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified7 additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VC(3ETATXCN:
All exposed embankment and other bare constructed areas Shall be seeded
to the planned type of vegetation as soon ass possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the -recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
Rlr-MOVAL. OF EXISTINU TILE DRAINS
-------------------------------
When the drains a•re encountered, the the will be removed to a minimum
of 10 feet beyond the outside toe of ,lope of the diF:.e. The the
t-•revich shall be backfilled and compacted witl-i good material such as
SC, CL, sir CIA.

JUN -10-99 08:00 AM p-12
rjr= 1 wrioN AND MAINTENANCE FLAN *hit I 1 or r.•.
This lagoon is designed for waste treatment (permanent: storage) and
180 days of temporary storage. The time 'required 'for the planned
fluid level (permanent and tempo-rary storage) to be reached may vary
due to site condi.tiol-Is, weather, flushing operations, and the amount
of fresh water added to thy+ system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
'the volume of waste generated from a given number of animals will be
fairly constant throughout the year and front year to year, but excess
rainfall will vary from year to year. The P-55 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker muss; be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon trreatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in o-rde•r to apply waste without
runoff Or leaching.
Land application of waste water is 'recognized as an acceptable
method of disposal% Methods of application include solid set,
center pivot, gums, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the: treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre --charging reduces the concentration of the initjal
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 1013.2 as marked by p rmanent marker. Stop pump --
cut when the fluid level reaches elevation 96.2 . This temporary
storage, less 25 yr- 24 hr storm, contains 32906 cubic feet or
246136 gallons.

JUN -10-99 08:01 AM
4. The recommended maximum amount to apply per irrigation i,
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization pian for further details.
5. Keep vegetation on the embankment and apeaa adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a viporous stand.
S. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff i% to be diverted from the lagoon to stable
outlets.
S. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches, Do not pump within 203 feet of a
residence or within 100 feet of a well. Waste shall be .applied in a
manner not to reach ether property and public right-of-ways.
9. The Clean Water fact of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
P.13

JUN -10-99 08:01 AM
SEL -DING S!-ECIVICAIIUNb
----------------------
AREA TO BE :31i_1 DEW 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOW0
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY I TO MARCH 30
0.0 LDS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120.0 LDS. 'rPENSACOLA' BAHIA GRASS AT 60 LBS./ACHE
QEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE is
16.0 LBS. HULLED COMMON BERMUDA CRASS AT & LBS. /ACRE
(SUITED FOR MUST SOIL CONDITIONS)
SEEDING DATES: APRIL I TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LPG./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LDS. RYE GRASS AT 40 LSS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LLS.
APPLY THE FOLLOWING:
2000.0 LKS. OF 10-10-10 FEwRTILIZER (1000 LBS. /ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 PALES OF SMALL. GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS 'SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 IOCIA
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPIENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA VAHIAVRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RE=COMMENDED THAT D
LBS. /ACRE OC COMMON 95RMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
P. 14

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MURPHY
F AM I�L Y F A R M S
July 31, I996
Mr. Wilson Spencer
District Conservationist
USDA - National Resources Conservation Service
84 County Complex Road
Clinton, NC 28328
RE: Quwhirle #6 - 2600 Wean to Feeder
Dear Mr. Spencer:
Enclosed for vour review is the completed Animal Waste Management Plan for the
above referenced swine farm. Specific items included in this package are as follows:
- Location Map
- ASCS Tract Map
- Soils Investigation Report
- Lagoon Design Spreadsheet
- Operation & Maintenance PIan for Lagoon
- Construction Specifications for Lagoon
- Site Seeding Requirements
- Earthwork Calculations
- Site Plan with Construction Details
It is my understanding that the Waste Utilization Pian for this farm will be developed
for the grower by MFF Personnel.
Please contact meat [phone], ext. 4529 if you have any questions concerning
this package.
Sincerely,
9., ' -, Vz;
Dave Elkin
Assistant Engineer
DE.tbh
Enclosures
cc: File
James Ezzell, (complete package)
Freddie Halso, Murphy Family Farms Construction Dept. (site plan only)
Dave Roland, Murphy Family Farms Transportation Dept.(site plan only)
Petit Office Rex 759, Rose Hill, North Carolina 28458, (alo) 289-2111, FAX [phone]

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rVA
MU R_ _P _H_Y
F AM I L Y F A R M S
July 31, 1996
Mr. Wilson Spencer
District Conservationist
USDA - National Resources Conservation Service
84 County Complex Road
Clinton, NC 28328
RE: Qu�vhifle #6 - 2600 Wean to Feeder
Dear Mr. Spencer:
Enclosed for your review is the completed Animal Waste Management Plan for the
above referenced swine farm. Specific items included in this package are as follows:
- Location Map
- ASCS Tract Map
Soils Investigation Report
Lagoon Design Spreadsheet
- Operation & Maintenance Plan for Lagoon
- Construction Specifications for Lagoon
-
Site Seeding Requirements
- Earthwork Calculations
-
Site Plan with Construction Details
It is my understanding that the Waste Utilization Plan for this farm will be developed
for the grower by MFF Personnel.
Please contact me at [phone], ext. 4529 if you have any questions concerning
this package.
Sincerely,
Dave Elkin
Assistant Engineer
DE.tbh
Enclosures
cc: File
James Ezzell, (complete package)
Freddie Halso, Murphy Family Farms Construction Dept. (site plan only)
Dave Roland, Murphy Family Farms Transportation Dept.(site plan only)
Post Office P,)x 7.59, Rose Hili, North Carolina 28458, [phone], FAX [phone]

Operator:
County: = =--==--=_-====-_ ===----== = = = == =SAMPSON
Date: = = = --_====--=======___---_-=- _ - - _ _ = 07/25/96
Dist.to nearest residence (other than owner):
1500 ft
sows (farrow to finish):=-= --__----_-_-___->
sows (farrow to feeder): eder}:- _ _-_-----_-- _ -_ _ _- _ _ >
head finishing only):== - - - -
sows farrow to wean == = -
head (wean tofeeder):===__ __--__-=_--_--_=
2600
Ave. Lire Weight for other operations(lbs.) = >
Storage volume for sludge accum. (cu. ft):=>
Treatment Volume (min. 1 cu. ft/Ib.)=---_-->
1.0
25 Year - 24 Hour Rainfall {'sn.)--=___-_=--__>
7.5
Rainfall in excess of evaporation (in.)= = = = = >
7.0
Will lagoon be designed as as irregular shape? (Y/N) Y
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water (gallons/day)====-_-_-_>
Temporary storage period (days) _ _ _ _ _ _ _ _ _ _ _ _ _ >
180
Freeboard(ft.);==--_-_-__--_-_-_--___--_.
1.0
Side slopes (inside lagoon): ________________>
3.0 :1
Inside top length"(fL):====================>
210.0
Inside top width (ft.):==------------------
120.0
Top of dike elevation (ft}:============== =>
104.9
Bottom of lagoon elevation (ft): =====--====>
94.9
Seasonal high water table(SHVVC) elev.(ft):=>
100.9
Total required volume: ====- ___-__= 127498 cu. ft.
**TOTALVOLO.K.**
Actual design volume:=140778 cu. t.
110.42°/4
Stop pumping el.(> or = to 100.9 ftSHWT)>
100.9
(> or = to 100.9 ft.Min.)
Required minimum treatment volume: 78000 cu. ft.
**TRMT. VOL O.K.**
Volume at stop pumping elevation: 79272 cu. ft.
101.63%
Start pumping elev.:===_-_-_ . _--_-___-_--_-
103.1
Volume at start pumping elevation: 122778 cu. ft.
Actual volume less 25yr-24hr rain: 125028 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped: ====> 33748 cu. ft
**TEMP. VOL O.K**
Actual volume to be pumped:==> 43506 cu. ft.
128.91%
25 Yr. Storm Storage: Required = 15750 cu. ft. **STORM STOR. O.K.**
- Actual = 18000 cu. ft. 114.29%
Storm Storage:
Top = 103.90 (Top of dike -- Freeboard)
Bottom = 103.10 (Start Pump)
Storm Storage Volume by Prismoidal Method
Dims: > > Length Width
Top: 204.00 114.00 Area at top = 23256 cu. ft.
Midsection: 201.60 111.60 Area at midsection = 22499 cu. ft.
Bottom: 199.20 109.20 Area at bottom = 21753 cu. ft.
Volume = 18000 cu. ft.

PROJECT: EZZEL #6
(FILE: ST-VL-CKWK3)
AEP NO.
SHEET:
1
DESIGNED BY: JWR
DATE:
07/16/%
CHECKED 6Y: JNT
DATE.
LOCATION / DESCRIPTION:
DUPUN
STAGE
- AREA
- VOLUME MODEL
ELEVATION
AREA
INCR. VOL
CUMUL VOL
94.9 0
9,575
95.0 0
9,697
964
964
96.0 0
10,954
10,326
11,289
97.0 0
12,280
11,617
22,906
98.0' 0
13,674
12,977-
35,883
99.0 0
15,137
14,406
50,289
100.0 0
16,667
15,902
66,191
101.0 0
18,267
17,467
83,658
102 0 0
19,934
19,101
102, 758
103.0 0
21,670
20,802
123,560
104.0 0
23,475
22,573
146,133
104.9 0
25,157
21,884
168,017
END PUMP= = = = >1
100.90
FT 81,911
CU FT
START PUMP = = = >
103.10 1
FT 125,817
CU FT
FREEBOARD = _ _ >
103.90
FT 143,B7S
CU FT

8) Req storm volume
( Surface area X rain*all, in feet) 1:E3, 7 G5
9) Req volume in actual lagoon (#7 -r #6)
x:xxzzx #�j must he < #1 xxxxxzxx:xx::eszxzeztrxxxxie:x:esRx
Irregular
Lagoon Volume Check
1) Top of
lagoon elevation
`? ) Total volume in irregular lagoon ( at freeboard)
1427 i
2) Req tr-eatment volume (from spreadsheet)
-73 i oo0
4) Actual
stop pump el I00,90
'
Volume
@ stop pump
51�
:x:::x #4
must he Z, #3 xx:xx:z:xxxxzzxxxzxxxxr:xxzz:zxxsts=
5) Req volume to he pumped (from spreadsheet)
33 4 9
fa) -Req volume @ start pump (#4 * #5)
I1_6;.3 60
7) Actual
etai-t pump el 103.10
Volume
0 start pump
rzxr2s #7
must be t #6 xr:z:z::zx::::rzz:x::z:xx::x:xrxxx::
8) Req storm volume
( Surface area X rain*all, in feet) 1:E3, 7 G5
9) Req volume in actual lagoon (#7 -r #6)
x:xxzzx #�j must he < #1 xxxxxzxx:xx::eszxzeztrxxxxie:x:esRx

Operator: EZZELL #6 County: SAMPSON
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALM
0 sows
farrow to finish)
x
1417 lbs. —
0 sows
(farrow to feeder)
x
522 lbs. _
headfinishing
only)
x
135 lbs. —
0 sows
farrow to wean)
x
433 lbs. _
2600 head
wean to feeder)
x
30 lbs. —
Describe other :
aAverage Uve Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Date: 07/25/96
1500.0 feet
0 lbs
0 lbs
0 lbs
0 lbs
78,000 lbs
0 lbs
Volume = 78,000 lbs. ALWx Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)Ab. ALW = 1 CF/lb. ALW
Volume = 78,000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--- ------------------• 210.0
Inside top width (feet)---------------------
120.0
Top of dike elevation (feet)-----------------
104.9
Bottom of lagoon elevation (feet) -- — — — — — — — — — — —
94.9
Freeboard (feet)-------------------------
1.0
Side slopes (inside lagoon)--------------------
3.0:1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 .3.0 3.0 204.0 114.0 9.0
AREA OF TOP
LENGTH * WIDTH =
204.0 114.0
AREA OF BOTTOM
LENGTH * WIDTH =
150.0 60.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
177.0 87.0
23,256 (AREA OF TOP)
9,000 (AREA OF BOTTOM)
61,596 (AREA OF MIDSECTION * 4)
CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
23,256 61,596 9,000 1.5
Total Designed Volume Available 140778 Cubic Feet

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length *Width =
210.0 120.0
Buildings (roof and lotwater)
TOTAL DA
25,200 square feet
square feet
25,200 square feet
Design temporary storage period to be 180 days
Describe this area
5A. Volume of waste produced
Feces & urine production in gal./day per 135 Ib. ALW
Volume = 78000 lbs. ALW / 135 lbs. ALW * 1.37 gal/day * 180 days
Volume= 142480 gals. or 19048 cubic feet -
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0 gallons / day * 0 days storage / 7.48 gallons per CF
Volume= 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
0 days excess rainfall — 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 14,700 cubic feet
5D. Volume of 25 year — 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 15,750 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19,048 cubic feet
5B. 0 cubic feet
5C. 14,700 cubic feet
5D. 15,750 cubic feet
TOTAL 49,498 cubic feet

6. SUMMARY
Temporary storage period=w---=-----==---w=_
180 days
Rainfall in excess of evaporation = _ _ _ _ _ _ _ _ _ _ >
7.0 inches
25 year — 24 hour rainfall==--=_=_________—_>
7.5 inches
Freeboard=====__=====___—___-----__—=
1.0 feet
Side slopes==========================
3.0: 1
Inside top length=========__________=====
210.0 feet
Inside top width====--______________=====
120.0 feet
Top of dike elevation========__—_--________•
104.9 feet
Bottom of lagoon elevation=====—___________=
94.9 feet
Total required volume==__________________=
127,498 cu. ft.
Actual design volume_____________________
140,778 cu. ft:
Seasonal high watertable elevation (SHWT)===>
100.9 feet
Stop pumping elev.====-----------------=
100.9 feet
Must be > or = to the SHWT elev.===—_____=>
100.9 feet
Must be > or = to min. req. treatment el. =>
100.9 feet
Required minimum treatment volume= -==—____—_=>
78,000 cu. ft.
Volume at stop pumping elevation= ==—=--______>
79,272 cu. ft
Start pumping elev.______________________
103.1 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.— 24 hr. rainfall ==>
125,028 cu. ft
Volume at start pumping elevation =====______>
122,778 cu. ft.
Required volumeto be pumped========_--__----
33,748 cu. ft.
Actual volume planned to be pumped= ===—_____>
43,506 cu. ft.
Min. thickness of soil liner when required==>
1.5 feet
7. DESIGNED BY: APPROVED BY: -
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: Lagoon has been designed as an irregular shape.
Length and width used in the spreadsheet represent equivalent
surface area to actual design to fully account for rainfall capture.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 103.1 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 100.9 . This temporary
storage, less 25 yr- 24 hr storm, contains 33748 cubic feet or
252436 gallons.

s
SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is .
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence pr within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS'
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsail from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER:
THE MINIMUM REQUIRED THICKNESS SHALL BE
1.5 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL, SC, CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation' is out of season
dates for seeding. Permanent, vegetation should. be established as soon
as possible during the next period of approved,seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the the will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
180.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
90.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
180.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO TUNE 15
24.0 LBS. BULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
30.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
120.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300.0 BALES OF SMALL GRAIN STRAW (10 0 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

From: BORDEAUX SURUEYING 1 910 532 4422 To= 06:15/95 06:03 P. '0(32
0
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DETARTMENT
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PROJECT:
SOILS INVESTIGATION WORKSHEET SOILS NVESTIGATICN DATE:
ELEV.
TEST HOLE #1
E.G.- I l)�, !
SH WT WT CLAY
TEST HOLE #2
E.G.- ..� �I .�`'�
SHWT W7 CLAY
TEST HOLE #3
E.G.- I OO , CO4
SHWT WT CLAY
TEST HOLE #4
E.G.-
sHwr WT CLAY
TEST HOLE #5
E.G.-
SHWT WT CLAY
TEST HOLE #6
E.G.-
SHWT - WT CLAY
D --
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LAGOON SITE SOILS INVESTIGATION
PROJECT: i:, x.1.d �fF�E �� COUNTY-
?a..•co
FIELD INVESTIGATION BY: ;(cs DATE:
SITE SKETCH
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NC0a4z Sol L INTERPRETAT IONS RECORD WGRAMSERIES
CAPABILITY AND REALISTIC YIELDS PER ACRE OF CROPS ANO PASTURE (FOR NUTRIENT MAMAG8 EMT PLANS)
I CIASS- I CAPA-
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JUN --10-99 07:55 AM
P-01
Murphy Tamify Land eZ Nutrient .%fanagernent - agister Office
Farms T. O. Bo.X7.59, ase Nzi North CareCina 910-289-,2.1.11
To:
o -
Phone;
Fax phone:
CC:
Date: La — 10 –clot
Number of pages including cover sheet: �
From:
_L_NM - Re&ister Office
10
Local Phone: [phone]
Phone; 1-500-311-9458
Fax phonc: — 910.289-6442
REMARKS: ❑ urgcnt ❑ For your review ❑ Reply ASAP ❑ Pleasc commcnt
.-N OL--
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JUN -10-99 07:55 AM
P.04
LAGOON SITE
SOILS INVESTIGATION
PROJECT: t 4 •, ::
FIELD INVESTIGATION BY./e—
COUNTY.
DATE:
SITE SKETCH
f
t
M
r�
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1
i
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BORING
DEPTH
SCALE
WT
BORING NUMBER AND PROFILE
few
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BORING j SAMPLING METHOD: .. , ,.,s
SIGNATURE:

JUN -10-99 07:58 AM
Operator:=—. = =���� ••�—� sa�a�l� i ss a �... ���! Nursery fly
County:=- ___--__—_-,---._.__====—======Duplin
Date: = = = —_-====== 06110.!95
EN-.t.to nearest residence (other than owner):
ft.
BOWS (farrOWtofinish):===
sows (farrow to feeder) : eder): _ –
head (finishing only):=====
sours (farrow to wean): ----'
head (waan to feeder):
2600
Ave. Uve Weight for other operatlons(lbs.) = >
Storage volume for sludge accum. (cu_ ft):=>
Treatment Volume (min. 1 cu_ft-Pb.)====--=>
1.0
25Year - 24 Hour Rainfall
7.5
Rainfall in excels of evaporai o6' C1n.)=== ==>
7.0
Drainage area of buildings & lA (eq. #t.)=>
Volume of wash water (gallons/day) __ __ _ _- ---=>
Temporary storage period (days) =____-__=---=>
ISO
Freeboard (ft.):== ---------=---=c_====_--
1.0
Side slope. (inside lagoon):________________..
3.0: 1
Insldetop length (ft).------_-------_-____.=
154.1
Insidetop width (ft}:_____________________:
154.1
Top of dike Qlavalion (ft.): --= =_------__--=
102.0
Bottom of lagoon elevation (k) -
92.0
Soa conal high water tab to(SHWT) elev.(ft):=
96_9
Total required volume:===== =---=== 125753 cu. ft. "TOTAL VOL O.K.**
Actual design velums:====== ---==== 13#2&Q cu. ft. 146.75%
Stop pumping el. (:_• or = to 95.9 1t.SHW1) -' 95.2
(> or = to '90-0 ft.1din )
Pequired minimum treatment valumQ: 70000 cu. ft. **TR".E VOL O.K**
Volume at stop pumping elevation: 79505 cu. ft. 101.93%
Startpumping ales.. ____________________- 100.2
Volume at start pumping elevation: 117248 cu. ft.
Actual volume less 25yr-241r rain: 11939? cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:= = ==: 32906 cu. ft, **TEMP. VOL O.K.**
Actual volume to be pumped:==> 37743 cu. ft_ 114.70%
25 Yr. Storm Storage: Required = 14M cu. fL **STORM STOR. O.K**
Actual = 16991 cu. ft. 114.44%
P.05

JUN -10-99 07:59 AM
ator:Ezzell Nursery WS County: Duplin Date: 06/10/96
ante to nearest residence (other than owner): 0.0 fleet '
AVERAGE LIVE DWIGHT
(ALW)
0 sows (farrow to
finish)
x
1.417
lbs.
0
lbs
- 0 sows (farrow to
feeder)
x
522
lbs. -
0
lbs
head (finishing
only)
x
135
lbs. -
0•
lbs
6 sows (f -arrow to
wean)
x
433
lbs. =
0
lbs
-2600 head (wean to feeder)
x
30
lbs. -
78000
lbs
Describe other :
1.
0
Total Average Live Weight = 78000 lbs
MINIMUM REQUIRED TREATME�T VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet)------------------------ 154.1
Inside top width (feet) ----------------------- 154.1
Tog of dike elevation (feet) ------------------- 102.0
Bottom of lagoon elevation (feet)--------------- 92.0
FreeGoard (feet) ----------------------------- 1.0
Side slopes (inside lagoon) ----------------------- 3.0 : 1
Total design volumeusing p•rismoidal formula
SS/END1 SS/CND2 SS/SIDE1 SS/SIDC2 LENGTH WIDTH ,DEPTH
3.0 3.0 3.0 3.0 148.1 146.1 9.0
AREA OF TOP
LENGTH * WTDTH =
148.1 146.1
ARCA OF BOTTOM
LENGTH * WIDTH
94.1 94. 1
21942 (AREA OF TOP'>
8660 (AREA OF BOTTOM)
P.06
.AREA OF MIDSECTION
LENGTH * WIDTH * 4
121.1 121.1 58690 (AREA OF MIDSECTION * 4)
CU. 'FT. = [AREA TOP' + (4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
21942.5 sa&89- 9 a863-5 1.5
Total Designed Volume Available 134239 CU. FT.

JUN -10-99 07:59 AM p_07
TEMPORARY STORAGE riEAUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length A Width =
154el 154. 1 C3756.1 square feet
buildings (roof a,nd lot crater)
0.0 square feet Describe this a-rea.
TOTAL DA 23756.1 square feet
Design temporary 5torane period to be 180 days.
Volume of waste produced
Feces A urine production in gal./day par 135 lb. ALW 1.37
Volume = 78000 lbs. ALW/135 lbs. ALW 1.37 gal/day 180 days
Volume = 142480 gals. or 13048.1 cubic feet
Volume of wash water
This is the amount of fresh water used far Washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 50.
Volume = 0.0 gallons/day a 180 days storage/7.48 gallons
Volume = 0.0 cubic feet
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 - 7.6 in * DA / 12 inches per foot
Volume = 13857.7 cubic feet

JUN -10-99 07:59 AM
Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 14847.5 cubic feet
TOTAL R5QUIRED TEMPORARY STORAGE
- SA.
13048
cubic
feet
5B.
0
Cubic
feet
5C_
1.3858
cubic
feet
`D.
14848
cubic
feet
i
TOTAL
47753
cubic
feet
SUMMARY
Temporary stowage period____________________) 180 days
Rainfall in excess of evaporation===========_=> 7.0 inches
23 year -- 24 hour 7.5 inches
1.0 feet
Side 3.0 - 1
Inside top 154.1 feet
Inside top widths,,.:_______ ---==a=====_______> 154.1 feet
Top of dike 102.0 feet
Bottom of lagoon elevation========m=====a> 92.0 feet
Total required 125753 cu. ft. 4
Actual design 134239 cu. ft. Y. -
Seasonal high water'table elevation (SHAT)•==Q 96.9 feet
Stop pumping 98.2 feet
Must be ) or = to the SHWT e1ev. Y=__--===ap> 96.9 feet
Must be ) or = to min. req. treatment el.=> 98.0 feet
Required minimum Treatment volume=T ===ate==> 78000 cu. ft.
Volume at stop pumping elevation============> 79505 cu..ft.
Start pumping 100.1 feet �
Must be at bottom of freeboard 8 25 yr. rainfall
Actual volume lass 25 yr.- 24 hr. rainfall=w> 119392 cu. ft.
Volume at stars: pumping elevation=======sem==> 117248 cu. ft.
Required volume to be pumped =====-----=-=---> 32906 cu. ft.
Actual, volume planned to be pumped====== =-) 37743 cu. ft. +�
Min. thickness of soil liner when required=0 . W feet
DESIGNED BY: AP'P'ROVED BY: �, 00%44Cu
,
DATE: DATE:
$E kL
MOTE: SEE ATTACHED WASTE UTILIZATION FLAN 10965
At I
Fz:R AA -mL '., .wA.L [ _kFry14
P-08

JUN -10-99 07:59 AM
P. 09
PRO.ECT:
V%P- TT-W-CK.W(9)
AEP NO.:
;,rlEET: 1
DESIGNED BY:
DATE: 0511 OM
CHECKED BY:
DATE:
LOCATION f OSGoRPTION:
STAGE -- AREA ---
VOLUME MODEL
ELQMQN AREA
INCR. VOL
CUMUL_ VOL
92.0 0, 8,892
93.0 0 t 10,069
9,481
9,481
94.0 0 11,314
10,692
20,172
95.0 0 12,628
11,971
32,143
.96.0 0 14,011
13,3W
45,463
97.0 0 16,462
14,737
60,199
98.0 0 16,983
16,223
76,422-
99.0 0 18,573
17,778
94,200
100.0 0 20,232
19;403
113;602
101.0 0 21,959
21,096
134,698
1.x'.0 0 23,756
22,8x3
157,555
END PUMP 98.20
FT 79,97T CU FT
79,977 CF
START PUMP = = = x• 100.20
FT 117,821 CU' FT
37,844 CF
FREEBOARD = _ = > !01.00
FT 134,695 CUFF
16,876 CF

JUN -10-99 88:00 AM P_10
SHtb 1 l UP C:
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION!
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil, from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be: thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT;
------------ --- ----- ------ -
The completed excavation ..and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
S inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can he used as fill. The fill
shall be brought: up.in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer.
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will, be considered adequate when fill material 'is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINE:
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream too of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER:
THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
---------------------------------------------------
NOTE: LINERS CPARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over --
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

JUN -10-99 08:00 AM P_11
Sail linor material shall come from an approved borroW area. Thr+
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil ii kneaded
in the hand it will form a bail which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner '
Material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient: use of hauling equipment and proper compaction. proper
compaction of the liner includes placement in 9 inch lifts and
compacted to. sit least; 90 percent of the maximum ASTM D690 Dry Unit
Weight of -the liner material. When smooth or hardy the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important- factor affecting the overall compacted perme-
ability of a clay liner] other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay sails, a tamping oT sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross suction in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION_
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the -recommended permanent vegetation is out of season
dates for seeding. permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
RE=MOVAL OF EXISTING TILE DRAINS
-------------------------------
When the drains are encountered, the the will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The the
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

JUM-10-99 08:00 AM ?.12
OPERATION AND MAINTENANCE PLAN or�t� i 1 `'+r r
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume -of waste generated from a given number of animals will be
(fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 21 year rainfall will not _
be a factor to consider in an annual pumping cycle, but this storage
volume roust always be available.
i
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(,) from
building(s). If the outlet pipe is not -installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or Stopped at any time between these two
elevations for operating convenience: as site conditions permit, such as
weather. 5vi.ls, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initAal
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-oit of the lagoon when fluid level
reaches the elevation 100.2 as marked by permanent marker. Strip pump -
out when the fluid level reaches elevation 98.2 . This temporary
storage, less 25 yr- 24 hr storm, contains 32906 cubic feet or
246136 gallons.

JUN -10-99 08:01 AM P.13
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. (Seep vegetation an the embankment and areas adjacent to the
lagoon mowed annually, Vegetation should be fertilized as needed
to maintain a vigorous stand.
S. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All su:r_faca runoff is to be diverted from the lagoon to stable
outlets.
S. Keep a minimum of 25 feet of grass vegetated' buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in apn ditches. Do not pump within 200 feet of a
residence or within feet of a well. Waste small be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water: Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

JUN -10-99 08:01 AM
SEEDING Si-ECIi-ICA40%
----------------------
AREA TO PE SEEDED; 2.0 ACMES
USE THE SE=ED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 To NOVEMBER 30
FEBRUARY 1 TO MARCH 30
` 0.0 'LBS. RYE GRAIN AT 30 LESS. /ACRE (NURSERY FOR FESCUE)
220.0 LESS. I PENSACOL:A, BAHIA GRASS AT 60 LBS. /ACRE:
(SEE FOOTNOTE NO. 1)
SEEDING QATES: MARCH 15 TO JUNE 15
16.0 LBS. HULL.EA COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LPS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE CRASS AT 40 LESS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2060.0 LRS. OF 10-10-10 FERTILIZER (1000 LDS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW 0100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAVE:
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING 15 COMPLETED.
APPLY LIME AND FERTILIZER( THEN DISK TO PREPARE A 3 TO k IAC14
SMOOTH SEEDBED, APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EGUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
SERMUDA GRASS. WHEN USING BAHIA$ IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRtiASS IS ESTABLISHED.
P-14

•% '4
C
z
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Z ` �
� � N
m • I
D 1 „� F � � ' . n r.
6
.e
• .,r ��� pyo SED
- . s I rE
.4,
NOTE: LINES=ROM 32-19, I9-13.
4-P8 AND 20-19 ARE SHOWN A5
a� BY ME. M. SHEj0ON WROEAUX , F
• • • • . - '� ",1 OQ �1
2.35 ACRES:
• 1. .• ii
- Q I

RECEWED,
04 1998
No,',— scyarge Namtiffing
Total required volume: ===== ===--== 127498 cu. ft. **TOTALVOLO.K**
Actual design volume:=---== ======= 140778 cu. ft 110.42%
Stop pumping el. (> or = to 100.9 ftSHWT)> 100.9
(> or = to 100.9 ft.Min.)
Required minimum treatment volume: 78000 cu. ft. **TRMT. VOL O.K**
Volume at stop pumping elevation: 79272 cu. ft 101.63%
Start pumping elev.:_______________--_____= 103.1
Volume at start pumping elevation: 122778 cu. ft
Actual volume less 25yr-24hr rain: 125028 cu. ft
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped: ====> 33748 cu. ft **TEMP. VOL O.K**
Actual volume to be pumped:==> 43506 cu. ft 128.91%
25 Yr. Storm Storage: Required = 15750 cu, ft **STORM STOR. O.K**
Actual = 18000` cu. ft- 114.29%
Storm Storage:
Top = 103.90 (Top of dike — Freeboard)
Bottom = 103.10 (StartPump)
Storm Storage Volume by Prismoidal Method.
Dims: > > Length Width
Too: 204.00 114.00 Area at top = 23256 cu. ft
Midsection: 201.60 111.60 Area at midsection = 22499 cu. ft
Bottom: 199.20 109.20 Area at bottom = 21753 cu. ft
Volume = 18000 cu. ft
Operator: _._,_,—,__= ___-----_—,______—_—PELL#6
County:==--==--========================MPSON
07/25/96
Dist.to nearest residence (other than owner):
1500 ft
sows (farrow to finish):----'-- I =__—_--_—_—_____>
sows (farrow to feeder) : eder) : = = _
head (finishing only):====_
sows (farrow to wean = = = _
head (wean to feeder):====— --_-----_____—=
2600
=Ave. Live Weight for other operations (lbs.) = >
Storage volume for sludge accum. (cu. ft): —>
Treatment Volume (min. 1 cu. ft./lb.)===____>
1.0
25 Year -- 24 Hour Rainfall (iin.) = = = _ _ _ _ _ _ = = = >
7.5
Rainfall in excess of evaporation (in.)= = = = = >
7.0
Will lagoon be designed as as irregular shape? (Y/N) Y
Drainage area of buildings & lots (sq. ft)=>
Volume of wash water (gallons/day)====__—_—_>
Temporary storage period (days)====---_---__—_>
180
Freeboard (ft):________________________-
1.0
Side slopes (inside lagoon): ________________>
3.0 : 1
Inside top length (ft.}:==_--________________>
210.0
Inside top width (ft}:_____________________.
120.0
Top of dike elevation (ft):==______--_____—_>
104.9
Bottom of lagoon -elevation (ft):===========>
94.9
Seasonal high water table(SHW) elev.(ft):=>
100.9
RECEWED,
04 1998
No,',— scyarge Namtiffing
Total required volume: ===== ===--== 127498 cu. ft. **TOTALVOLO.K**
Actual design volume:=---== ======= 140778 cu. ft 110.42%
Stop pumping el. (> or = to 100.9 ftSHWT)> 100.9
(> or = to 100.9 ft.Min.)
Required minimum treatment volume: 78000 cu. ft. **TRMT. VOL O.K**
Volume at stop pumping elevation: 79272 cu. ft 101.63%
Start pumping elev.:_______________--_____= 103.1
Volume at start pumping elevation: 122778 cu. ft
Actual volume less 25yr-24hr rain: 125028 cu. ft
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped: ====> 33748 cu. ft **TEMP. VOL O.K**
Actual volume to be pumped:==> 43506 cu. ft 128.91%
25 Yr. Storm Storage: Required = 15750 cu, ft **STORM STOR. O.K**
Actual = 18000` cu. ft- 114.29%
Storm Storage:
Top = 103.90 (Top of dike — Freeboard)
Bottom = 103.10 (StartPump)
Storm Storage Volume by Prismoidal Method.
Dims: > > Length Width
Too: 204.00 114.00 Area at top = 23256 cu. ft
Midsection: 201.60 111.60 Area at midsection = 22499 cu. ft
Bottom: 199.20 109.20 Area at bottom = 21753 cu. ft
Volume = 18000 cu. ft

PROJECT-
EZZELL #6
(FILE.- ST-VL-CKWK3)
AEP NO.:
SHEET:
i
DESIGNED 6Y:
JWR
DATE:
07/16/96
CHECKED 6Y:
JNT
DATE
LOCAT]ON/DESCFUFInON: DUPUN
STAGE - AREA
- VOLUME MODEL
ELEVATION
AREA
INCR. VOL
..
CUMUL VOL
94.9
0 9,575
95.0
0 9,697
964
964
96.0
0 10,954
10,326
11,289
97.0
0 12,280
11,617
22,906
98.0
0 13,674
12,977
35,883
99.0
0 15,137
14,406
50,269
100.0
0 16,667
15,902
66,191
101.0
0 18,267
17,467
83,658
1020
0 19,934
19,101
102;758
103.0
0 21,670
20,802
123,560
104.0
0 23,475
22,573
146,133
104.9
0 25,157
21,884
168,017
e
END PUMP = _ _ _ > 100.90
FT 81,911
CU FT
START PUMP = = = > 103.10
FT -125,8171
CU FT
FREEBOARD = _ = > 103.90
FT 143,875
CU FT

s
�= �L-L Ufa
Irregular Lagoon Volume Check
1) Top of lagoon elevation
2) Total volume in irregular- lagoon (at freeboard)
14��27 $75
- 31 Req tr-eatment volume (from spreadsheet)
%000
41 Actual atop pump el 10DMO
'
Volume @ stop pump
Stili
x::tr= #4 must be Z, #3
5) Req volume to be pumped (from spreadsheet)
6) Req volume @ start pump (#4 = #5)
7) Actual atai-t pump el 103.10
Volume @ start pump
125, S 1-7.
xxxzxx #7 must be * #6=sssss:::sxxrxxxxssrs:srxxxxxxxxxs:r
6) Req atorm volume
(Surface area X rainfall, in feet)
15,725
9) Req volume in actual lagoon (#7 r #$)
txxrsxx #5 must be evel=+rs=�rsx�rxs==xx::::=x::,rx:xxx:ssx:s,r

Operator: EZZELL #6 County: SAMPSON
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x
1417 lbs.
0 sows (farrow to feeder)
x
522 lbs. _
head (finishing only)
x
135 lbs. --
0 sows (farrow to wean)
x
433 lbs. —
2600 head (wean to feeder
x
30 lbs. _
Describe other:
Total verage Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Date: 07/25/96
1500.0 feet.
0 lbs
0 lbs
0 lbs
0 lbs
78,000 lbs
0 lbs
Volume = 78,000 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)Ab. ALW = 1 CF/Ib. ALW
Volume = 78,000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 210.0
Inside top width (feet)----------------------- 120.0
Top of dike elevation (feet)------------------ 104.9
Bottom of lagoon elevation (feet)-------------- 94.9
Freeboard (feet)------------------------- 1.0
Side slopes (inside lagoon)-------------------- 3.0:1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 -3.0 3.0 204.0 114.0 . 9.0
AREA OF TOP
LENGTH * WIDTH =
204.0 114.0
AREA OF BOTTOM
LENGTH * WIDTH =
150.0 60.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
177.0 87.0
23,256 (AREA OF TOP)
9,000 (AREA OF BOTTOM)
61,596 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] ' * DEPTH/6
23,256 61,596 9,000 1.5
Total Designed Volume Available 140778 Cubic Feet

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length *Width =
210.0 120.0 25,200 square feet
Buildings (roof and lot water)
square feet Describe this area.
TOTAL DA 25,200 square feet
Design temporary storage period to be 180 days
5A. Volume of waste produced
Feces & urine production in gal./day per 135 Ib. ALW
Volume = 78000 lbs. ALW / 135 lbs. ALW * 1.37 gal/day * 180 days
Volume= 142480 gals. or 19048 cubic feet -
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in SA.
Volume = 0 gallons / day * 0 days storage / 7.48 gallons per CF
Volume = 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
0 days excess rainfall = 7.4 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 14,700 cubic feet
5D. Volume of 25 year — 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 15,750 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19,048 cubic feet
56. 0 cubic feet
5C. 14,700 cubic feet
5D. 15,750 cubic feet
TOTAL 49,498 cubic feet

6. SUMMARY
Temporary storage period============ ---===-
Rainfall in excess of evaporation = = = = = == = = = = >
25 year — 24 hour rainfall=======--======--=>
Freeboard=================_==_======
Side slopes=====================----=
Inside top length========================
Inside top width========================
Top of dike elevation====================--
Bottom of lagoon elevation==================
Total required volume=====================
Actual design volume=====================
Seasonal high watertable elevation (SHWT) _ _ = >
Stop pumping
Must be > or = to the SHWT elev.==========>
Must be > or = to min. req. treatment el. =>
Required minimum treatment volume====---====>
Volume at stop pumping elevation = _ _ _ _ _ _ _ _ _ _ _ >
Start pumping elev.==========---=========
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.— 24 hr. rainfall==>
Volume at start pumping elevation===========>
Required volumeto be pumped===============-.
Actual volume planned to be pumped = = = = = = = = = = >
Min. thickness of soil linerwhen required==>
180 days
7.0 inches
7.5 inches
1.0 feet
3.0:1
210.0 feet
120.0 feet
104.9 feet
94.9 feet
127,498 cu. ft
140,778 cu. ft
100.9 feet
100.9 feet
100.9 feet -
100.9 feet
78,000 cu. ft
79,272 cu. ft
103.1 feet
125,028 cu. ft
122,778 cu. ft
33,748 cu. ft
43,506 cu. ft
1.5 feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE: 71u��G
NOTE: SEE ATTACHED WASTE UTIUZATION PLAN
COMMENTS: Loon has been designed as an irregular shape.
Length and width used in the spreadsheet represent equivalent
surface area to actual design to fully account for rainfall capture.

N
SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year -- 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe (s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 103.1 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 100.9 . This temporary
storage, less 25 yr- 24 hr storm, contains 33748 cubic feet or
252436 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application. rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the.lagoon to stable
outlets.
a. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence -or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right -of --ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthf ill shall conform to the lines,
grades, and elevations shown on the plans. Earthf ill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the.point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction_ to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL, SC, CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

I
SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to'that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified,additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent- vegetation'should.be established as soon
as possible during the next period of approved,seeding dates_
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
------------------
AREA TO BE SEEDED: ' 3.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
180.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
90.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
180.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
24-.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
30.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
120.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300.0 -BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISfi THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED'.
0

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Steve W. Tedder, Chairman
James Ezzeu
Quwhiffle #5
PO Box 67
Harrells NC 28444
Dear Mr. Ewell:
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FAYE-i`TEVI LE
REG. ORFICE
Subject: Classification of Animal Waste Management Systems
Facility: Quwhiffle #5
Facility ID #: 82-686
County: Sampson
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study Commission on
Agricultural Waste, was enacted by the North Carolina General Assembly on June 21, 1996. This bill
requires that a certified operator be designated as the Operator in Charge (OIC) by January 1, 1997, for each
animal waste management system that serves 250 or more swine, 100 or more confined cattle, 75 or more
horses, 1,000 or more sheep, or 30,000 or more confined poultry with a liquid animal waste management
system. Our records indicate that your facility is registered with the Division of Water Quality and meets
the requirements for designating an OIC.
A training and certification program is available for animal waste management system operators. For
information on the training programs please contact your local Cooperative Extension Agent. Operator
certifications are issued by the Water Pollution Control Systems Operators Certification Commission
(WPCSOCC). For information on the certification process, please contact the Technical Assistance and
Certification Unit at [phone]. The type.of training and certification required for the operator of each
_ system is.based on the nature of the -wastes to be treated and the treatment process(es) primarily used to treat
the animal waste_ There are two types of animal waste management systems, type A and type B. Type A
animal waste management systems are generally used to treat waste generated by monogastric animals
which produce a low -fiber waste. Type B animal waste management systems are generally used to treat
waste generated by ruminants and other animals which produce a high -fiber waste. The type of training and
certification an operator receives should correspond with the type of system(s) they intend to operate. For
more information on the classification of your system please contact the Technical Assistance and
Certification Unit
- As the owner of an animal operation with an animal waste management system, you must designate an
Operator in Charge and must submit the enclosed designation form to the WPCSOCC. If you do not
intend to operate your animal waste management system yourself, you must designate an employee or
engage a contract operator to be the Operator in Charge. The person designated as the Operator in Charge,
whether yourself or another person, must possess a currently valid certificate of the appropriate type.
Sincerely,
)(2*1 W.
Joseph B. McMinn, Supervisor
Technical Assistance and Certification Unit
cd/AW OIC Designation
Enclosure
cc: Fayetteville Regional Office
Water Quality Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax 919-733-I338
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

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