400131_HISTORICAL_20171231

NUH I H GARULINA
Department of Environmental Quaff

AIMM& ton
AM
I%OAL

Animal Waste Management System Operator Designation Form
WPCSOCC
NCAC 15A 8F .0201
FacilitylFarm Name: Q_
Permit #: PoN S W 0013 Facility iD#: - I3 County: GK-e-en g-
Operator In Charge (OIC)
Name: C h OW 1 6
Sees JY
First Middle Last Jr, Sr, etc.
Cert Type / Number: AA Pg 5 3 Work Phone: (� z) 1 L4 b 9 1 Z
Signature: Date: / ^�
"I certify that I agree to my designation as the Operator in Charge for the facility noted. 1 understand and will abide by the rules and regulations
pertaining to the responsibilities set forth in 15A NCAC 08F .0203 and failing to do so can result in Disciplinary Actions by the Water
Pollution Control System Operators Certification Commission."
Back-up Operator In Charge (Back-up OIC) (Optional)
Name: C Y I ayE e-s _ _ Laud le,
First _ Middle Last T Jr, Sr, etc. - ^
Cert Type / Number: W-, Z 3 T) Work Phone: (ZS Z) '� (Q. 1
Signature.
Date: V 1 i q / I�p
"I certify that I agreey designation as Back-up Operator in Charge for the facility noted. I understand and will abide by the rules and
regulations pertainin to the responsibilities set forth in 15A NCAC 08F .0203 and failing to do so can result in Disciplinary Actions by the
Water Pollution Control System Operators Certification Commission."
Owner/Permittee Name: C�G�V l S ��eS J Y.
Phone #: 2SS 2 4 Cl1 Fax#: 4 7L- CP Zg S
Signature: Le,, Date: V ! t " I
(Owner or authorize agent)
Mail, fax or email the WPCSOCC, 1618 Mail Service Center, Raleigh, NC 27699-1618 Fax: [phone]
original to: Email:.certadmipj&cdenr,l!ov
Mail or fax a copy to the Asheville
Fayetteville
Mooresville
appropriate Regional Office.. 2090 US Hwy 70
225 Green St
610 F Center Ave
Swannanoa 28778
Suite 714
Suite 301
Fax: [phone]
Fayetteville 28301-5043
Mooresville 28115
Phone:[phone]
Fax:[phone]
Fax:[phone]
Phoen: 910.433.3300
Phone, 704.663.1699
Washington
Wilmington
Winston-Salem
943 Washington Sq Mall
127 Cardinal Dr
450 W. Hanes Mall Rd
Washington 27889
Wilmington 28405-2845
Winston-Salem 27105
Fax:252,946.9215
Fax:[phone]
Fax:[phone]
Phone:[phone]
Phone:[phone]
Phone:[phone]
Raleigh
3800 Barrett Dr
Raleigh 27609
Fax: [phone]
Phone:[phone]
RECEIVED AUG 24 N16
(Retain a copy of this form far your records)
Revised 05-2015

PLAN OF ACTION FOR HIGH FREEBOARD AT ANIMAL FACILITIES
THIRTY (30) DAY DRAW DOWN PERIOD StainUnwersitp
NABT State University
COOPERATiINE
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE EXTENSION
- CaMowe.+ng Peorre • Rip Salutims
1. Structure Name/Identifier (ID): Red Hill Date: 2/9/2016
40-131
2. Current liquid volume in 25 yr/24 hr. storm stroage & structural freeboard
a. Current liquid level according to marker
b. Designed 25 yr/24 hr. storm & structural freeboard
c. Line b - line a (inches in red zone)
d. Top of dike surface area according to design
(area at below structural freeboard elevation)
e. (Line c/12) x (line d) x (7.48 gallons/ft3)
3. Projected volume of waste liquid produced during draw down period
f. Temporary storage period according to structural design
g. Volume of waste produced according to design
15 inches
20 inches
5 inches
112125 ft2
349456.3 gallons
' 180 days
121058' ft3
h. Actual waste produced=
current herd #/certified herd # x line g .106424.307 ft3
current herd:1, 3789 certified herd - 4310
i. Volume of wash water according to structural design 0 ft3
j. Excess rainfall over evaporation according to design
k. (line h + line i + line i) x 7.48 x (30 days/line f) =
4. Total PAN to be land applied during draw down period
I. Current waste analysis dated
MM/DD/YYYY 1.11/2016
m. (lines e + k)/1000 x (line 1) =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE
65406 ft3
214215.116 gallons
'1.85 Ib/1000 gal
1042.79203 lb PAN

PLAN OF ACTION FOR HIGH FREEBOARD AT ANIMAL FACILITIES
THIRTY (30) DAY DRAW DOWN PERIOD
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: line m= 1042.7.9203' lb PAN
2. structure ID: line m= lb PAN
3. structure ID: line m= jib PAN
4. structure ID: line m= lb PAN
5. structure ID: line m= lb PAN
6. structure ID: line m= lb PAN
n. lines t + 2 + 3 + 4 + S + (= 1042.79203 total lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 PIERIOD.
DO NOT LIST FIELDS TO WHICH PAN CAN NOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract # p. field # g crop r. acres sj PAN balance t: total PAN u. apl2fication
(Ib/acre) column r x s window
3379
RHA
small grain
16.35
108.76
1765
Oct -Ma
3379
RHD
fescue
4.7
119.86
559
Aug -July
3379
RHE
fescue
5.3
118.76
625
Aug -July
Aug -July
3379
RHC
small grain
17.81
43
765
Oct -Ma
3379
RHB
small gmin
20.31
0.66
13
Oct -Ma
State current crop ending application date or next crop application beginning date for avaiiable
receiving crops during 30 day draw down period.
V. TOTAL PAN AVAILABLE FOR ALL FIELDS (SUM OF COLUMN T.) 3727
IV. FACILITY'S POA OVERALL PAN BALANCE
W. TOTAL PAN TO BE LAND APPLIED (LINE n from section II) 1042.79203
X. CROP'S REMAINING PAN BALANCE (LINE V FROM SECTION III) 3727
Y. OVERALL PAN BALANCE (W-X) 2684.208

r,
PLAN OF ACTION FOR HIGH FREEBOARD AT ANIMAL FACILITIES
THIRTY (30) DAY DRAW DOWN PERIOD
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.
NARRATIVE:
i
i
PERSON COMPLETING THIS DOCUMENT:
EVE H. HONEYCUTT
NC COOPERATIVE EXTENSION
LENOIR AND GREENE COUNTIES
Date Completed: 3/18/2015

PLAN OF ACTION FOR HIGH FREEBOARD AT ANIMAL FACILITIES
THIRTY (30) DAY DRAW DOWN PER] ' ScaluUmVity
AM Stale UwverS6ty
COOPERATIVE
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE EXTENSION
- frrtFuwenrg Paaple • Piowtlorip Soluflonr
1, Structure Name/Identifier (ID): Red Hill Date:
40-131
2. Current liquid volume in 25 yr/24 hr. storm stroage & structural freeboard
a. Current liquid level according to marker I inches
b. Designed 25 yr/24 hr. storm & structural freeboardl 20 inc�he
c. Line b - line a (inches in red zone) 2 inches
d. Top of dike surface area according to design 112125 ft'
(area at below structural freeboard elevation)
e. (Line c/12) x (tine d) x (7.48 gallons/ft3) 1 139782.5 gallons
3. Projected volume of waste liquid produced during draw down period
f. Temporary storage period according to structural dd days
g, Volume of waste produced according to design 121058 ft3
h. Actual waste produced=
current herd #/certified herd # x line q 97436.2418 ft3
current herd:1 3469 certified herdl 4310
i. Volume of wash water according to structural desigi 701 ft3
j. Excess rainfall over evaporation according to design[ 65406 ft3
k. (line h + line i + line i) x 7.48 x (30 days/line f) = 1 121470.515 gallons
4. Total PAN to be land applied during draw down period
I. Current waste analysis dated Ib/1000 gal
M M/ D D/YYYY
m. (lines e + k)/1000 x (line 1) = 0 lb PAN
REPEAT SECTION 1 FOR EACH WASTE_ STRUCTURE ONSITE

PLAN OF ACTION FOR HIGH FREEBOARD AT ANIMAL FACILITIES
THIRTY (30) DAY DRAW DOWN PERIOD
II. TOTAL POUNDS
OF PAN STORED WITHIN STRUCTURAL FREEBOARD
AND/OR 25 YR./24 HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILI'
I .
structure ID: line m= 0 lb PAN
2.
structure ID: line m= lb PAN
3.
structure ID: line m= lb PAN
4.
structure ID: line m= lb PAN
5,
structure ID: line m= lb PAN
6.
structure ID: line m= lb PAN
n. lines 1 + 2 + 3 + 4 + 5 + 6 = I total lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 PERIOD.
DO NOT LIST FIELDS TO WHICH PAN CAN NOT BE APPLIED DURING THIS 30 DAY PER]
a. tract # p. field # 9 . crop r. acres S. PAN balance t, total PAN u. application
Oh/arra } rnhimn r x c winrinw
3379
RHA
small grain
16.35
19.51
318
Oct -Ma
3379
RHD
fescue
4.7
119.86
563
Au -]ul
3379
RHE
fescue
5.3
118.76
629
Aug -July.
Aug -July
3379
RHC
small grain
17.81
25.14
447
Oct -Ma
3379
RHB
small grefln
20.31
24.35
494
Oct -Ma
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.) 1 2451
IV. FACILITY`S POA OVERALL PAN BALANCE
W, TOTAL PAN TO BE LAND APPLIED (LINE n from section II) 0
X. CROP'S REMAINING PAN BALANCE (LINE V FROM SECTION III) 2451
Y. OVERALL PAN BALANCE (W-X) -2451

�r Line y must snow as a deticit. it line y does not snow as a aeticlt, list course of action here f
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
I 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.
NARRATIVE:
I
I
PERSON COMPLETING THIS DOCUMENT: 6>((
EVE H. HONEYCUTT
NC COOPERATIVE EXTENSION
LENOIR AND GREENE COUNTIES
Date Completed:

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Charles L. Stokes
Red Hill Farm
782 Lower Field Rd
Ayden, NC 28513
Dear Charles L. Stokes:
August 19, 2015
RECEIVED/NCDAPA an der Vaart
cretary
AUG 2 4 2015
Water Quality Regional
Operations Section
Washington Regional Ofte
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS400131
Red Hill Farm
Animal Waste Management System
Greene County
The Division of Water Resources received your sludge survey information on August 15, 2015.
With the survey results, you requested an extension of the sludge survey requirement for the
lagoon #1 at the Red Hill Farm. Due to the amount of treatment volume available, the Division
agrees that a sludge survey is not needed until 2019.
The next sludge survey for the lagoon #1 at this facility should be performed before December
31, 2019.
Thank you for your attention to this matter. Please call me at [phone] if you have any
questions.
Sincerely,
J.R. Joshi
Animal Feeding Operations Program
cc: Washington Regional Office, Water Quality Regional Operations Section
Permit File AWS400131
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone] Internet: htip:l/www.ncwater.org
An Equal opportunity 1 Affirmative Aclion Employer— Made in part by recycled paper

7
s
NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
March 12, 2015
Charles L. Stokes
Red Hill Farm
782 Lower Field Road
Ayden, North Carolina 28513
Subject: Freeboard Level
Red Hill Farm #40-131
AWS400131
Greene County
Dear Mr. Stokes:
Donald R. van der Vaart
Secretary
Thank you for your recent call regarding the freeboard levels at your facility, On March 6, 2015,.
during a telephone conversation with staff of the NC Division of Water Resources (DWR), you
reported a. high freeboard level (18 inches) in the primary lagoon.
Please be advised that failure to maintain waste levels in your lagoon/storage ponds in accordance
with thefacility's Certified Animal Waste Management Plan and with Condition V. 2. of NC Swine
Waste System General Permit could result in the issuance of a Notice of Violation.
If you have not already submitted a 30 day Plan of Action, please do so as soon as possible. Take
all necessary additional steps to insure lagoon Ievels remain in compliance with Section 2 of your
permit.
On March 6, 2015, a lagoon/storage pond level was documented at 18 inches of freeboard at the
primary lagoon. A level of 20 inches is the maximum level allowed by your permit and Certified
Animal Waste Management Plan.
Division of Water resources — Water Quality. Regional Operations Section — Washington Regional Office
943 Washington Square Mall, Washington, NC 27889
Phone: [phone] Fax: [phone] Internet: www,ncdenr.gov
An Equal opportunity L Affirmative Action Employer— Made in part by recycled paper

March 12, 2015
Red Hill Farm
Cont. Page Two
If you have any questions concerning this letter, please contact me at (252)-948-3846 or David May
at [phone].
Sincerely,
/;�� 60 . '�
Marlene D. Salyer
Environmental Senior Specialist
Washington Regional Office
Cc: WaRO Compliance Animal Files
mds Files

ZT
ac�D�
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Charles L Stokes
Red Hill Farm
782 Lower Field Rd
Ayden, NC 28513
Dear Charles L Stokes:
John E. Skvarla, Ili
Secretary
October 1, 2014
Subject: Certificate of Coverage No. AWS400131
Red Hill Farm
Swine Waste Collection, Treatment,
Storage and Application System
Greene County
In accordance with your renewal request, we are hereby forwarding to you this Certificate of Coverage
(COC) issued to Charles L Stokes, 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 Red Hill Farm, located in Greene County, with a swine animal capacity of no greater
than the following annual averages:
Wean to Finish: 4310 Feeder to Finish: Boar/Stud:
Wean to Feeder: Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: 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.
This COC shall be effective from the date of issuance until September 30, 2019, and shall hereby void
Certificate of Coverage Number AWS400131 that was previously issued to this facility. 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 read this COC and the enclosed State General Permit carefully. 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 keepingforms.
orms.
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: 91M07-646411n1ernet: httr):/Aww-nodenr.gov!
An Equal Opportunity %Arfirmative Action Employer — Made in part by recycled paper

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 -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 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 Program 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 I1.22 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 Newport/Morehead City, NC
National Weather Service office at [phone], or by visiting their website at:
http://www.weather.p-ov/mhx/
This facility is located in a county covered by our Washington Regional Office. The Regional Office staff
may be reached at 252-946-6481. If you need additional information concerning this COC or the General
Permit, please contact the Animal Feeding Operations Program staff at [phone].
Sincerely,
for Thomas A. Reeder
Director, Division of Water Resources
Enclosure (General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
Washington Regional Office, Water Quality Regional Operations Section
Greene County Health Department
Greene County Soil and Water Conservation District
WQROS Central Files (Permit No. AWS400131)
AFO Notebooks
Murphy -Brown LLC

1 e
NCDE�IR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E.
Governor Director
August 21, 2012
Charles L Stokes
Red Hill Farm
782 Lower Field Rd
Ayden, NC 28513
Subject: Certificate of Coverage No. AWS400131
Red Hill Farm
Swine Waste Collection, Treatment,
Storage and Application System
Greene County
Dear Charles L Stokes:
Dee Freeman
Secretary
In accordance with your August 15, 2012 request to change operation type without exceeding the
permitted steady state live weight, we are hereby forwarding to you this Certificate of Coverage (COC)
issued to Charles L Stokes, 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 Red Hill Farm, located in Greene County, with a swine animal capacity of no
greater than the following annual averages:
Wean to Finish: 43110 Feeder to Finish: Boar/Stud:
Wean to Feeder: Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: 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 AWS400131 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 nav careful attention to the
record keeping and monitoring conditions in this permit.`► Record keeRng_forms are unchanged with this
General Permit. Please continue to use the same record keeping forms.
f _ 1
1636 Mail Service Center, Ralaf h, North Carolina 27699-1636 Orel.
Location: 512 N. Salisbury St. Ralegh, North Carolina 27604
Phone: [phone] FAX: [phone] � ' '* Z�NO � rol.i.na
Internet: www,ncwaterauafflv,oM ����
An Equal OpportunityIAffinmativeAction Employer OFF JCE

Y
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 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 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 U.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 Newport/Morehead City, NC
National Weather Service office at [phone], or by visiting their website at:
www.erh.noaa.gov/er/mhx/
This facility is located in a county covered by our Washington 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 AWG100000)
cc: (Certificate of Coverage only for all ccs)
[Washing toon_Reg1i na1 Office, 9q_- e�rotect'ion Sec�tt
Greene County Health Department
Greene County Soil and Water Conservation District
APS Central Files (Permit No. AWS400131)
AFO Notebooks
Murphy -Brown, LLC

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Animal Feeding Operations Permit Application Form
(THIS FORM MA Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State General Permit - Existing Animal Waste Operations,
v/p¢0
C4r�
1. GENERAL INFORMATION:
1.1 Facility name: Red Hill
1.2 Print Land Owner's name: Charles. L. Stokes Jr,
1.3 Mailing address: 782 Lowerfield Road AUG 15 2012
City, State: Auden. NC , Zip: 28513
Telephone number (include area code): ( 252 } 7�46 - .9182 Aquifer Pro on Secdon
1 A Physical address: 455 Lowerfield Road
City, State: Auden, NC Zip: 28513
Telephone number (include area code): ( }
1.5 County where facility is located: Greene
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): Farm located off of Highwa
903 North. Turn on Lowerfield Road between Scuffleton and Ormondsville, farm is approximately I mile on, left.
1.7 Farm Manager's name (if different from Land Owner):
1.8 Lessee's / Integrator's name (if applicable; circle which type is listed): Murphy -Brown._ --- —
1.9 Facility's original start-up date: March 1995 Date(s) of facility expansion(s)�(if pa p it cable):
5 + 1
2. OPERATION INFORMATION: pUG � 20i2
2.1 Facility number: 40-131 ]
OFRCE
2,2 Operation Description:
Please enter the Design Capacity of the system. The "No. of Animals" should be the maxi number umber for which the waste
management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Tyne of Cattle No. of Animals
❑ Wean to Feeder ❑ Layer ❑ Beef Brood Cow
❑ Feeder to Finish ❑ Non -Layer ❑ Beef Feeder
❑ Farrow to Wean (# sow) ❑ Turkey ❑ Beef Stocker Calf
❑ Farrow to Feeder (# sow) ❑ Turkey Poults ❑ Dairy Calf
❑ Furrow to Finish (# sow) ❑ Dairy Heifer
13 Wean to Finish (# sow) 4310 ❑ Dry Cow
❑ Gilts ❑ Milk Cow
❑ Boar/Stud
FORM: AWO-STATE-G-E 1/10/06 Page 1 of 5

3.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 22.97 Required Acreage (as listed in the CAWMP): 79.97
2.4 Number of lagoons: 1 Total Capacity (cubic feet): 202250 Required Capacity (cubic feet):
Number of Storage Ponds: Total Capacity (cubic feet): Required Capacity (cubic feet):
2.5 Are subsurface drains present within 100' of any of the application fields? l YES or NO (circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? YES or . O (circle one)
2.7 Does this facility" meet all applicable siting requirements? � or O (circle one)
REQUIRED ITEMS CHECKLIST:
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants Initials
3.1 One. completed and signed original and two copies of the application for State General Permit -
Animal Waste Operations;
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied and a county road map with the location of the
facility indicated; At
3.3 Three 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 permit application for
animal waste operations.
The CAWMP must include the following components. Some of these components may not have been required at the time
the facility was certified but should be added to the CRWMP far permitting purposes;
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
3.3.4 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
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. (Composting, waste transfers, etc.)
FORM: AWO-STATE-G-E 1/10/06 Page 3 of 5

4, APPLICANT'S CERTIFICATION:
Charles-L. Stokes Jr. (Land Owner's name listed in question 1,2), attest that
this application for lied Hill (Facility name listed in question 1.1)
has been reviewed by me and is accurate and comp to to f my knowledge. I understand that if all required parts of this
application,are not completed at if al requ' d s a ing in ation and attachments are not ' clud d, this application package
will be returned to me as inco te.
Signature ! Date
5. - MANAGER'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 I.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
AQUIFER PROTECTION SECTION
ANIMAL FEEDING OPERATIONS UNIT .
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER:.[phone]
FORM: AWO-STATE-G-E 1/10/06 Page 4 of 5

Red HIII.-farm 40-131
Top Dike Measurements
Length:.
575 ft
Width
195 ft
Area
.112125 sq .ft
Depth
10 ft
Side: lope ,
3 :1
Top- Elevation
62.5 ft
Bottom Elevation
52.5 ft
W ater"Table
57 ft
Bottom- Measurements
Length
515 ft
Width.
135 ft
Area
69525 sq ft
Volume 902250 cu ft
Treatment Volume Calculations
Required for Treatment
1 cu ft per lb SSLW
No. of.animals 4310 head
weight per head 115 Ibs
Total SSLW 495650 Ibs
Req: Treat Vol U$4 6 06 0 cu ft
Treatment Avail 527977.728 cu ft
Difference 32327.728
must be >= 0
Temporary Waste
Mininum Treatment
Length .
553.4 ft
Width.
173.4 ft
Area
95959.56 sq ft
Depth
6.4 ft
Side Slope
3 :1
Bottom Measurements
Length
515 ft
Width
135 ft
Area
69525 sq ft
Volume 527977.7 cu.ft
Temporary Waste Storage Calculations
Days 180 days
gallhdlday 1.167 gal
Required Vol e ;c o953 gal
121037.246 cu ft
Rainfall -Evaporation
180 day rain 7 in
Drainage Area 112125 sq ft
Required Vol s�t�-. 0 22 cu ft
Total Required 186443.496 cu ft
Available 190276.716 cu ft
Difference 3833,22001 cu ft
must be >= 0
Mininum Temporary Waste
Length
564.8 ft
Width
184.8 ft
Area
104375 sq ft
Depth
1.9 ft
Side Slope
3 :1
Bottom Meas. (top of permanent)
Length
553.4 ft
Width
1734 ft-__
Area ,
_
r'95�959.56 sgjft
Vol lumeF
190276.7 cu ft #
i I AUG 17 2412 J-I�
1'451 F_fEt-ICNIALOFFICE
L ..Q

25 Year 24 Hour Storm Volume Calculations
Min 25 yr 24 hr storm
rainfall'
7.2 in
Length 569 ft
Drainage Area
112.125.00 sq ft
Width 189 ft
rainfall
" 67 75.0(, cu ft
Area 107541 sq ft
Depth 0.7 ft
Requlred Vol
67275.00 cu ft
Side Slope 3 :1
Available
74168.556 cu ft
Bottom Meas. (top of rainfall-evap)
Difference
6893.556 cu ft
Length 564.8 ft
must be >= 0
Width 184.8 ft
Area 1 Q4375 sq ft
Volume 74168.56 cu ft
Structural Freeboard Calculations
Structural Freeboard
Freeboard Length 575 ft
Minihum required 1 ft Width 195 ft
Area ' 112125 sq ft
Available 1 ft Depth 1 ft
Side Slope 3 :1
Bottom Meas. (top of 25yr 24 hr storm)
Length 569 ft
Width 189 ft
Area 107541 sq ft
Volume 109827 cu ft
Summary Of Volume Calculations
Total Available Capacity From Top of Dike
902250 cu ft
Total Available Depth From Top of Dike
10 ft.
Volume (cu ft)
Volume Sum
Depth (ft)
Depth Sum
Treatment Volume 527977.728
6.40
Tern mporary Waste Storage 190276.716
718254.444
1.90
8.30
25 yr 24 hr Rainfall Storage 74168.556
792423
0.70
9.00
Structural, Freeboard 109827
1902250
1.00
10.00
Start Pump Marker Reading 20 inches
Stop Pump Marker Reading 43 inches

Google-Parth miles 1
km 2

APPENDIX 2.5A-
U
Animal Waste Management Plan Certification
(Please tvne or print all information that does not require a signature)
General Information: Permit No:
Name of Farm: .eel Facility No:
Owner(s) Name: if kA, I0 _4�)o ke5 Tr Phone No: 2s9 7146 91 jV2
Mailing Address; 2 �a►-er T+e.14 tRc A, Ae, NC- 2,950__
Farm Location: County Farm is located in: G rime-, e-
Latitude and Longitude: / Integrator;
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.):
Operation Description:
Type of Swine No. of Animals
o Wean to Feeder
o Feeder to Finish
o Farrow to Wean
o Farrow to Feeder
o Farrow to Finish
o Gilts
Type of Poultry No. of Animals
o Layer
o Non -Layer
Type of Beef No. of Animals
o Brood
o Feeders
o Stockers
Other Type of Livestock:
Type of Dairy No. of Animals
o Milking
oDry
o Heifers
o Calves
Number ofAnlmals:
Acreage Available for Application:. 7 �/, G� Required Acreage: '79, y7
Number of waste structures: _ _ ] Total Capacity: fi 02 2 S0 Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or NO (please circle one)
If YES: are subsurface drains present in the area of the waste structures (please circle one or both as applicable)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and storage
system or construction of new facilities will require a permit application and a new certification to be submitted to the Division
of Water Quality (DWQ) and permit approval received before the new animals are stocked. I (we) understand that there must
be no discharge of animal waste from the storage system to surface waters of the state unless specifically allowed under a
permit from DWQ 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 iJSDA-Natural
Resources Conservation Service (MRCS). The approved plan will be filed at the farm and at the DWQ Regional Office and
the office of the local Soil and Water Conservation District (SWCD). I (we) know that any modification must be approved by
a technical specialist and submitted to the DWQ Regional Office and local SWCD and required approvals received from DWQ
prior to implementation. A change in farm ownership, req 'res a permit pljrcation to sent to DWQ along with a new
certification (if the approved plan is, d). ��
Name of Land
Name of Manager (if different from
AWC - September 18, 2006
F'� i 1.
AUG
,r-

APPENDIX 2:5A
Technical Specialist Certification
L As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to.15A
NCAC 6H .0104, I certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Water Quality as specified in 15A.
NCAC 2T .1300 (formerly 2H .0217) and the"USDA-Natural Resources Conservation Service and/or the North Carolina -Soil
and Water Conservation Commission pursuant to 15A NCAC 2T .1300 (formerly 2H .0217) and 15A NCAC 6F .0I0I-:0105.
The following elements are included in the plan as applicable. While each category designates a technical specialist who may
sign each certification (SD, SI, WUP, RC, I), the technical specialist should only certify parts for which they are technically
competent.
H. Certification of Design
A),Collection, Storage, Treatment System
Check the appropriate box
)d Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
o New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds,
have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print): Wl` Il ►"u C Ar j 0 1, �► ^
Affiliation NCDA PSVC Date Work Completed:. g`1p-t2
Address (Agency): q43 V W kin 4m PC- 271yi'PhoneNo.:2t"2 4W 39ao
Signature: _._ ��i� j Date: 9-I
B) Land Application. Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land.for waste utilization; chosen crop is.suitable
for waste management; and the hydraulic and nutrient loading rates are appropriate for the site and, receiving crop.
Name of Technical Specialist (Please Print): Wf ll + ti vg, lie "1 D u
Affiliation Date Work Completed: 9-10-12-
Address (Agency)
Signature:
C) Runoff Controls from Exterior Lots
Check the -appropriate box
)f Facility without exterior lots (SD or WUP or RC)
This facility does, not contain any exterior lots.
No..
-10-1Z.
o Facility with exterior lots (RC)
Methods to minimize the run off of pollutants . from lounging and heavy use areas have been. designed in
accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): Vdl i ckr C4,j
Affiliation Date Work Completed: 8-10
Address (Agency): Phone No.:
Signature: �°,P Date: 1--10 "12
AWC -September 18, 2006

APPENDIX 2.5A
D). Application and Handling E ui ment .
Check the appropriate box
`Y Existing or expanding facility with existing waste application equipment (WUP or I)
Animal waste application equipment specified_ in the plan has been either field calibrated or evaluated..in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the waste
management plan: (existing application equipment can cover the area required by the plan at rates not to exceed
either.the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been established;
required buffers can be maintained and calibration and adjustment guidance are contained as part of the plan).
o New expanded, or oxisting facility without existing waste application a ui ment for sRray irrigation. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan
at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications
has been established; required buffers can be maintained; calibration and adjustment guidance are contained as part
of the plan).
New, expanded, or existing facility without existing waste application equipment for land -spreading not using spray
irrigation. (WUP or[)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan
at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications
has been established; required buffers can be maintained; calibration and adjustment guidance are contained as part
of the plan).
Name of Technical Specialist (Please Print): wi II ►^ u M Cap
Affiliation Date Work Completed:
Address (Agency): Phone No.:
_Date: 1-1 ° -i Z
E) Odor Control, Insect Control, Mortality Manaae_ment and Emergency Action Plan (SD,
Si, WUP, RC or 1)
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an insect Cdntrol
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects have
been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): 11,'14 -+ 1 N
Affiliation Date Work Completed: -
to -IL -Address (Agency): Phone No.:
Signature: /V (Z-- ej Date: V-1 Z
F) Written Notice of New or Enanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility. was built before June 21, 1996, when was it constructed or last expanded .
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners who
own property located across a public road, street, or highway from this new or expanding swine farm. The notice was in
compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified are
attached.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
AWC - September 18, 2006 3

APPENDIX 2.5A
III; Certification of Installation
A) Collection, Storage, Treatment Installation
New, expanded or retrofitted facility (Sl
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification.:is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Complpted:.
Address (Agency): Phone No.:
-
Signature: Date:
B) Land ApElicationSite (WUP)
The cropping system is in place on all land as specified in the animal waste management plan.
Name of Technical Specialist (Please Print): Yh I 1 r` a +� C� I 0
Affiliation _ Date Work Completed: 1-1fl-►Z-
Address (Agency):
Signature:
ie No.
g-io�l z
C)-Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified in
the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print): 1�� It�.a w Ca,-1 61 -11lx
Affiliation Date Work Completed:
Address (Agency):
Signature: /i✓'zk- 46
D) Application and Handling Equipment Installation (WUP or I)
No.
10-r2,_
o Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration
and adjustment materials have been provided to the owners and are contained as part of the plan.
o Animal waste application and handling equipment specified in the plan has not been installed but the owner has
proposed leasing or third party application and has provided a signed contract; equipment specified in the
contract agrees with .the "requirements of the 'plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print}: r � �+g _ COV 1 0 (AA 01
Affiliation Date Work Completed: -to' ►z,
Address (Agency): Phone No.:
Signature: ffi- g�v✓"` Date: V-)0- /Z
AWC - September 18, 2006

APPENDIX 2.5A
E) Odor. Control, Insect Control and Mortality Management -(SD, .SI,. WUP,:RC or 1)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print):. W1 j',4 ^ CCA,, 9 D LA4 n _
Affiliation Date Work Completed: F7 f fs!1-12
Address (Agency): Phone No.:
Signature:_ A✓„lf-- _ & 2', _ Date: V -1a -IL
Please return the completed form to the Division of Water Quality at the following address:
i
Department of Environment and Natural Resources
Division of Water Quality
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the DWQ Regional Office and the local Soil and Water Conservation
District Office and to keep a copy in your files with your Animal Waste Management Plan.
AWC - September 18, 2006

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Red Hill Farm
Chuck Stokes
RT 1 Box 359
Ayden, NC.28513
252 746 3664
08-10-2012
This, -plan has been developed by:
Carl Dunn
DSWC WaRO
943 Washington Sq Mall
.Washington, NC 27889
252-946-64T81
Developer Signature
Type -of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization arm named above. I have -read and understand the
Required Sp ' ications concer g animal waste management that are included with
this plan. s
Signature (owner)
/.
Signature (manager or producer)
ate
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of.practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Specialist Signature
Date•--
1J AUG 17 2012 '
--------- --
--
582375. Database Version 3.1 Date Printed: 08-'i0-20:

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in,this plan.
S4
Swine Wean -Finish Lagoon Liquid waste generated 3,402,314 gals/year by a 4,310
animal Swine Wean -Finish Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
7496
Incorporated
10221
Injected
11584
Irrigated
6814
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
6,814
14203
-7,389
7,091,570
-3,689,256
Year 2
6,814
13797
-6,983
6,888,754
-3,486,440
-------- i- "------ -,i5,. 'r'n'---- ----------------------------------------- - -- --------------- - -----------------------------------------------------
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
582375 Database Version 3.1 Date Printed: 08-10-2012 Source Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield
estimates are also provided for each crop in the plan: In addition,.the'Leaching Index for each field is shown, where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index
Soil Series
Crop Sequence
RYE
3379
A
16.35
16.35
N/A
Norfotk
Fescue Pasture
3.5 Tons
3379
B
20.31
20.31
NIA
Norfolk
Oats, Grain
102 bu.
Sorghum, Grain
55 CWT
Wheat, Grain
60 bu.
Cotton
875 lbs.
3379
C
17.81
17,81
N/A
Norfolk
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
Oats, Grain
102 bu.
Soybeans, Manured, Double Crop
35 bu.
3379
D
4.701
4.70
NIA
Lumbee
Fescue Pasture
4.0 Tons
3379
E
5.30
5.30
NIA
Lumbee
Fescue Pasture
4.0 Tons
3379
F
19.10
15.50
NIA
Norfolk
Fescue Pasture
3.5 Tons
PLAN TOTALS: 83.57 79,97
:.,£ of
1f t
1
' 61� �!ay_..-, -r,Ei 'i',ex i€d 'i
f£ l A
� t 1.�Patentllrf'2°�L'�ch!i)
'r - r-�,:"_T:. t '::,`.C' .h �:!•."'.( xr !'j^'-,.-•-
1 a n T r K£ � a � R F ., ��
�: '1:u1 � � +N€ ei~hnii Gr
.�
r°° or! .11
� I . ..'& ram l i £ a1 tdancet z19�k�
Low potential to contribute to soluble
None
2
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
soluble nutrient leaching below the root
<= 10
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
582375 Database Version 3.1 Date Printed 8/10/2012
PCs Page I of 1
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed
to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications
to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other
by-products, eommeri cial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the
indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the
plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year I
Tract
Field
Source
ID
I Soil Series
Total
Acres
Use.
Acres
Crop
RYE
APplic.
Period
Nitrogen
PA
Nutrient
Req'd
(SA)
Comm
Fat.
Nutrient
Applied
(WA)
Res
(ILWA)
APplic.
Method
Mature
PA
Nutrient
Applied
(RdA)
liquid
ManurcA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Man =
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
3379
A
S4
INOIrfolk
16.35
16.35
Fescue Pasture
3.5 Tons
8/1-7131
120
0
0
brig_
120
59.92
0.00
979.63
0.00
3379
B
S4IN-folk
20.31
20.31
Oats, Grain
102 bu.
9/14115
119
0
0
hrig
60
29.71
0.00
603.38
0.00
3379
B
S4
Norfolk
20.31
20.31
Sorghum, Grain
55 CWT
3/15-8/31
98
0
0
brig.
9
48.93
0.00
993.80
0.00
3379
B
S4
Norfolk
20.31
20.31
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
I rig.
63
31.21
0.00
633.80
0.00
3379
C
S4
Norfolk
17.91
17.81
Wheat, Grain
60 bu.
9/14/30
125
0
0
Irrig_�
63
31.21
0.00
555.78
0.00
3379
C
S4
or1olk
17.81
17.81
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
68.40
0,00
1,218.28
0.00
3379
C
S4
INIfolk
17.81
17.81
Oats, Grain
102 bu.
9/1-4/15
119
0
0
hrig.
61
29.71
0.00
529.11
0.00
3379
D
S4
lUmbee
4.70
4.70
Fescue Pasture
4.0 Tons
8/1-7131
130
0
0
htig.
130
64.91
0.00
305.07
0.00
3379
E
S4
larmbee
5.30
5.30
Fescue Pasture
4.0 Tons
8/1-7131
130
0
0
brig,
130
64.91
0.00
344.02
0.00
3379
F
S4
orfolk
19.10
15.50
Fescue Pasture
3.5 Tons
8/1-7/31
120
0
0
Itrig.
120
59.9
0.
928.70
0.00
Total Applied, 1000 gallons
7,091.5
-'
-
Total Produced, 1000 gallons
3,40231,f-
--
Balance 1000 gallons
-3,689.2
``
^
Total Applied, tons
.
`
0.
Total Produced, tons
'. "'
. 0.00
Balance, tones
0.0
Notes: 1. In the tract column, -- symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
582375 Database Version 3.1 Date Printed: 8/10/2012 WUT Page 1 of 2

Waste Utilization Table
Year 2
Tract
Field
Son=
113
Soil Series
Total
Aces
11se.
Acres
Crop
RYE
APpuG
Period
Nitrogen
PA .
Nutrient
Wd
(RWA)
Comm •
Fat.
Nutrient
Applied
(IWq)
Ttea
(%dA)
Applic,
Method
Mane
PA
Nutrient
Applied
(WA)
Liquid'
Manure
pplied
(acre)
."Solid
.Maria;
Applied
(acre)
' 'liquid
Mmun:
Applied
(Field)
Solid
Manure ;..
Applied ;
(Field)
N
N ..
N
N
1000
gal/A
Tons
1000 gals
tons
3379
A
1 54
orfolk
16.35
16.35
Fescue Pasture
3.5 Tons
8/1-7/31
120
0
0
brig.
120
59.92
O.00
979.63
0.0
3379
B
I S4
orfolk
20.31
20.31
Oats, train
102 bu.
9/1-4/15
119
0
0
hrig_
60
29.71
O..GC
603.38
0.00
3379
B
S4
orfolk
20.31
2031
Wheat, Chain
60 bu.
9/1-4/30
125
0
0
hrig.
63
31.21
0.
633.80
0.00
3379
B
S4
orfolk
20.31
2031
Cotton
875 tbs.
3/15-7/31
78
0
0
Irrig
78
38.9
O.Ix
790.98
0.0 6
3379
C
S4
Norfolk
17.81.
17.81
Wheat, Gain
60 bu.
911-4/30
125
0
0
irrig.
63
31.21
0.0
555.78
O-Ob
3379
C
54
Norfblk
17.81
17.81
Oats, Grain
102 bu
9/1-4/15
119
0
0
irrig.
60
29.71
0.0
529.11
0.00
3379
C
54
Norfolk
17.81
17.81
Soybeans, Manured, Double Crop
35 bu.
411-9/15
137
0
0
Irrig.
137
68.40
0.00
1,218.28
0.00
3379
D
S4
Lunrbee
4.70
4.70
Fescue Pasture
4.0 Tons
8/1-7/31
130
0
0
brig.
130
64.9I
0.60
305.07
0.00
3379
E
S4
xunbee
5.30
5.30
Fescue Pasture
4.0 Tons
8/1-7/31
130
0
0
brig
l3
64.91
0.
344.0
0.00
3379
F
S4
orfblk
19.10
1.5.50
Fescue Pasture
3.5 Tons
811-7/31
120
0
:�
p
brig_
l2
59.
0.
928.70
0.00
Total Applied, 1000 gallons
6,888.7
Total Produced, 1000.ganous
3,40231
:`
Balance, I000 gallons
-3,486.
Total Applied; tons
0.00
Total Prnducod, taus
` • "S _'
0
Balance,
--
0.00
Notes: 1. In the tract colunm, -symbol means leased, otherwise, owned, 2. Symbol * means user entered data.
582375 Database Version 3.1 Date Printed: 8/10/2012 1 WUT Page 2 of 2 ,

The Irrigation Application Factors for each field in this plan:are shown in the following table. Infiltration rate varies.with
soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This.table
provides the.maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists
the maximum application amount that each field may receive in any one application event.
Irrigation. Application Factors .
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
3379
A
Norfolk
0.50
1.0
3379
B
Norfolk
0.50
1.0
3379
C
Norfolk
0.50
1.0
3379
D
Lumbee
0.40
1.0
3379
E
Lumbee
0.40
1.0
3379
F
Norfolk
0.50
1.0
582375 Database Version 3.1 Date Printed 8/10/2012 IAF Page 1 of 1
wrn rr.. 0_r.L-1 r _ ..--- ------a a .

Th.e following -Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations.for each
source, the number of animals in the facility and the plant available nitrogen application rates shown in the second.column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent At clean out,
this material must.be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is
nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally
very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for
sludge application. If this is not possible, care should be taken not to load effluent application fields with>high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving -to streams -and
lakes, phosphorous is a concern. Soils containing -very high phosphorous levels may. also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gallac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
54.03
108.06
162.10
Hay 6 ton R.Y.E.
300
26.32
27,02
54.03
81.05
Soybean 40 bu
160
14.04
50.65
101.31
151.96
----------- ------------------------------------••---------..---.....----------------------------------------- .......................
582375 Database Version 34 Date Printed: 08-10-2012 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity
available at the end of each month of the plan. Available storage capacity is calculated as the design storage
capacity in days minus the number of days of net storage volume accumulated. The start date is.a value entered
by the user and is defined as the date prior to applying nutrients to the first crop in the plan at which.storage
volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than -the design storage capacity, this indicates
-that the plan calls for the application of nutrients that have not yet accumulated. If available storage:capacityis
negative, the estimated volume of accumulated waste exceeds the design. storage volume of the structure. Either
of these situations indicates thatthe planned application interval in the waste utilization plan is inconsistent with
the sttucturds temporary storage capacity.
Available Waste Storage C'anacity
Source Name
I Swine Wean -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage,Capacity (Days)
1
1
176
1
2
180
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
180
1
11
180
1
12
176
2
1
172
2
2
180
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
180
2
11
180
2
12
176
* Available Storage Capacity is calculated as of the end of each month.
--------------------------------- •--------------------------------------------------- -----------------------------------------------------------------
582375 Database Version 3.1 Date Printed: 08-10-2012 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer either
owns or has an agreement for use of adequate land.on which to,properly
w apply the -waste. If the producer does not on adequate land to properly
dispose of the waste, he/she shall provide evidence of an agreement with a
landowner, who is within a reasonable proximity, allowing him/her the use
of the land for waste 'application. It is the responsibility of the owner of .the
waste production facility to secure an update of the Nutrient Management
Plan when there is a change in the operation, increase in the number of
animals, method of application, receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the. nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding, less than 5 tons per acre per
year. Waste may be applied to land eroding at more than 5 tons•per acre
per year but less than 10 tons per acre per year provided grass.filter strips
are installed where runoff leaves the field (see USDA, NRCS Field Office
Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after -waste
application. Waste should not be applied when there is danger of 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 duringa season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
--- .. -------- - - - - ------ - - - - ----- ------------- - - - - ----------...--------: ----------------------------------------.-----
582375 Database Version 3.1 Date Printed; 8/10/2012 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed -the soil infiltration -rate
such- that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application: No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events,
or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should.also be
considered.
10. Nutrients from waste shall not be applied in.fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be. held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not be
applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
---------------------------------------------------------------------------------------------------------------------------------------------------------
582375 Database Version 3.1 Date Printed: 8/10/2012 Specification Pape 2

15. Animal waste shall not be discharged.into surface waters, -drainageways,
or wetlands by a discharge or by over -spraying. Animal waste maybe
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 grassedwaterwaysthat 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.sW.
16. Domestic and industrial waste.from washdown facilities, showers,, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be,established on.all
disturbed areas (lagoon embankments, berms, pipe runs, etc.).. Areas shall
be fenced, as necessary, to protect the vegetation. Vegetation such as trees,
shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge. -
18. If animal production at the facility is to be suspended or terminated, the.
owner is responsible for obtaining and implementing a ,"closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is. used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) -of all waste
treatment lagoons. Pumping shall be managed. to maintain the liquid level
between the markers. A marker will.be.required to mark the maximum
storage volume for waste storage ponds.
5823.75 Database Version 3.1 Date Printed: 8/10/2012 Specification Page 3

22. Waste shall be tested within 60 days of utilization and -soil shall be tested at
least -annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate thana nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall; be used when these
metals approach excessive levels. pH shall be adjusted and -maintained for
optimum crop production. Soil and waste analysis records shall be kept
for a minimum of five years. Poultry dry waste application records shall
be maintained for a minimum of three years.
Waste�application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
582375 Database Version 3.1 Date Printed: 8/10/2012 Specification Page 4

Crop Notes
The following crop note applies to field(s): B
Cotton CP: Mineral Soil, medium leachable
In the Coastal Plain; cotton is normally planted from April 15-May 5 when warm(above 65'F)
temperatures and.dry weather are present and predicted to remain for at least 5 to 7 days -after planting.
Avoid planting after May 20 if at all possible. Review the NCSU Official Variety "green book" and
information from private companies to select a high yielding variety with characteristics needed for your
area and conditions.. Plant 4-6 seed/row foot at a depth of 1/2-1". Adequate depth control is essential.
Recommended.phosphorus and potash can be broadcast or banded at planting. Apply, 20-25 lbs/acre N at
planting. Apply the remaining recommended N as a sidedress application 2 to 3 weeks after first- square:
The total N needed is dependent on soil type. Also, apply at. least 20 lbslacre sulfur either at planting or
at sidedressing. Apply 1.0 lb/acre actual boron either at planting or at sidedress; or, foliar apply 1/2
lb/acre actual boron with 1/4 lb/acre applied at early bloom and the other 1/4 lb/acre about 2 weeks later.
The boron needs to be available to the cotton during fruiting. Tissue samples can be analyzed during the
growing season to monitor the nutrient status of the cotton. Timely management of insects, weeds, and
excessive vegetative growth are essential for profitable cotton production.
The following crop note applies to field(s): D, E
Fescue; Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
In the Coastal Plain, tall fescue can be planted Sept. 1 to Oct. 15 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 301b/ac., for drilled use 15 to 20 lb/ac. seed. Use certified seed
to avoid introducing weeds or annual ryegrass. Plant,seed 0.25" to 0,5" deep for pure stands, 0.25" in
mixture with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; use
Ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime, phosphorus, and
potassium recommendations. Apply 40 to 60 Ib/ac nitrogen at planting for pure stands only. Do not apply
N for mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lb/ac. N to
pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb. 1 to Mar. 20 and
Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
------- -------------- ---------------------------------------------------------------------------------------------------------------------------------
273127 Database Version 3.1 Date Printed: 08-10-2012 Crop Note Page -1 of 3

The following crop.note applies to field(s): A, F
Fescue: Coastal Plain, Mineral Soil, Moderately Well.Drained
Adaptation: Marginal.
In the CoastatPlain, tall fescue can -be planted Sept.. 1 to Oct. 15 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 ib/ac. seed. Use, certified seed
to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0'.5" deep for pure stands, 0.25" in
mixture with clovers. Tall fescue requires adequate.soil moisture for persistence and production. Soil test
for preplant and maintenance lime, phosphorus; and potassium recommendations. Apply 40 to 60 lb/ac
nitrogen,at planting for pure stands only. Do not apply,. N for mixtures with clovers but use proper legume
inoculation techniques. Apply,150 to 200 lb/ac. N to pure -stand fescue for hay production; reduce'N,rates
by 25% for grazing. Apply N Feb. 1 to Mar. 20 and Aug. 20 to Sept. 30, with equal amounts in each
window. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in
North Carolina for additional information or consult your regional agronomist or extension agent for
assistance.
The following crop note applies to field(s): B, C
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal. Plain, wheat should be planted from October.20-November 25. Plant 22 seed/drill row foot
at 1-1 112" deep and increase the seeding rate by 5% for each -week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate.modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate.depth control when planting the wheat is essential. Review the NCSU Official'Vahety
"green book" and information from private companies to.select.a high.yielding variety with the
characteristics needed for your area and conditions. Apply no more than 301bs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of.the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): B
Grain Sorghum
-------------------------------------------------------------------------------------------------------------------------•----• •---------------------------
273127 Database Version 3.1 Date Printed: 08-10-2012 Crop Note Page .2 of 3

The following crop note applies to field(s): C
Double -Crop Soybeans,, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with plantingcompleted by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
.and 8-10 seed/row foot for 361" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is.essential. Phosphorus,.and, potash
recommended for the soybeans can be applied to the wheat in, the Fall. Soybeans produce their own
.nitrogen and are normally grown without additions of nitrogen. However, applications, of.20-30 lbs/acre
N are ,sometimes made at planting to promote early. growth and:vigor. Tissue samples, can -be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s): B
Oats, Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill.row foot and -increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/.acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select.a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus'and potash recommended by a soil test can also be.applied at
this time. The -remaining N should be applied during the months of February -March. The total N is
dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the
nutrient status of the oats, barley and rye. Timely management of diseases, insects and weeds are
essential for profitable oat, barley and rye production.
................................... -------------------------------------------------------------------------------------.............-----------: ••-----------
273127 Database Version 3.1 Date Printed: 08-10-2012 CropNote Page 3 of 3

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We are submitting this application without the Surface Water Classification Component.
We talked with Marlene Salyer, Environmental Senior Specialist with the Division of
Water Quality Washington Office, on August 13, 2012 and she said that if you had any
questions regarding this to contact her at the Washington Regional Office (252) 946-
Wl.

��
MCDEN
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
August 2, 2011
Charles L. Stokes
Red Hill Farm
782 Lower Field Rd
Ayden, NC 28513
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS400131
Iff- @lIIIIIf
Animal Waste Management System
Greene County
Dear Charles L. Stokes:
The Division of Water Quality (Division) received your sludge survey information on July 27,
2011. With the survey results, you requested an extension of the sludge survey requirement for
the lagoon at Red Hill Farm. Due to the amount of treatment volume available, the Division
agrees that a sludge survey is not needed until 2014.
The next sludge survey at this facility should be performed before December 31, 2014. Thank
you for your attention to this matter. ' Please call me at [phone] if you have any questions.
Sincerely,
Miressa PDGaroma
Animal Feeding Operations Unit
cc: Washington Regional Office, Aquifer Protection Section
Permit File AWS400131 !
r AUG-42011 r:+
f"O:;i;;ri..alOti c:t"-.wl✓,-_...., rFl�
1636 Mad Service Center, Raleigh, North Carolina 27699-1E36 On- Location 2728 Capital Blvd., Raleigh, North Carolina 27604 NofthCai-011na
Phone: [phone] FAX: [phone] Customer Service: 1-577-623.6748 ��l7�pE�+�`���
Imemet: www.navaterauality.org aL !� 6 �
An Eaual Upverturtiry 1 Affirmative F.ction Ernpioyei

North Carolina Cooperative Extension Service
Greene County Center
North Carolina Cooperative Extension
229 Kingold Blvd., Suite E
Snow Hill, NC 28580
Phone[phone] Fax[phone]
March 2, 2010
Little Creek Hog Farms
Chuck Stokes
782 Lower Field Rd
Ayden, NC 28513
WASTE PLAN AMMENDMENT
The following information applies to the following farms:
Red Hill - 4 D ._ 4 31
Edwards Bridge
Sandy Ridge
Piney Bottom
All farms are located in Greene County, NC and are owned by Charles Stokes.
For all farms with a Fescue pasture, the allowable PAN may be increased by 25%
when the field is not grazed. When not grazed, the field must be harvested for
hay as appropriate.
Please keep copy for your reference. You will also need to send a copy to the
following contacts:
Washington Regional DWQ Greene County DSWC
Marlene Salyer Carl Kirby
943 Washington Square Mall 3 Professional Drive, Ste B
Washington, NC 27889 Snow Hill NC 28580
Please let me know if you have any questions.
Sincerely,
Eve H. Honeycutt
Extension Agent, Agriculture
Livestock
VAR
North Carolina State University and North Carolina A&T State University commit themselves to positive action to secure equal opportunity regardless of
race, color, creed, national origin, religion, sex, age, or disability. in addition, the two Universities welcome all persons without regard to sexual orienta-
tion, North Carolina State University, North Carolina A&T State University, U.S. Department of Agriculture, and local governments cooperating.

=��
MCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Charles L Stokes
Red Hill Farm
782 Lower Field Rd
Ayden, NC 28513
Dear Charles L Stokes:
Division of Water Quality
Coleen H. Sullins
Director
October 1, 2009
Dee Freeman
Secretary
Subject: Certificate of Coverage No. AWS400131
Red Hill Farm
Swine Waste Collection, Treatment,
Storage and Application System
Greene County
In accordance with your renewal request, we are hereby forwarding to you this Certificate of Coverage
(COC) issued to Charles L Stokes, 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 Red Hill Farm, located in Greene County, with a swine animal capacity of no
greater than the following annual averages:
Wean to Finish: Feeder to Finish: 3672 Boar/Stud:
Wean to Feeder: Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: 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 AWS400131 that was previously issued to this facility. 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`attdntion to,the
1636 Mail Service Center, Ralegh, North Caralina 27699-1636
Location: 2728 Capital Blvd., Raleigh, North Carolina 27604
Phone; 919.733-3221 V FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquallty.org
An Equal Opportunity 1 Affirmative Action Employer
ric.f
�!14 OCT 2 3 2 t-th; lina
_ a rrr lfi�
'L'11!"\Si-'i'�hv�.i�et�Jl'�ll.y w ��:.i •��`�'4.lJt=�=1C'=

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 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 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 II.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 Newport/Morehead City, NC
National Weather Service office at [phone], or by visiting their website at:
www.erh.noaa.gov/er/mhx/
This facility is located in a county covered by our Washington 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 Coleen H. Sullins
Enclosure (General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
Washington Regional Office, Aquifer Protection Section
Greene County Health Department
Greene County Soil and Water Conservation District
APS Central Files (Permit No. AW S400131)
AFO Notebooks
Bunting Farms

W A TFRQ
Michael F. Easley, Governor
�OF
William G. Ross Jr., Secretary
UJ r
North Carolina Department of Environment and Natural Resources
0
Coleen H. Sullins Director
Division of Water Quality
August 11, 2008
Charles Stokes
Red Hill Farm
782 Lower Field Rd
Ayden, NC 28513
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.
AUG 13 2008
,....� ...._ One
N Cal
odlifn
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 " Teleplione: [phone]
Internet: www.newaterguality.org Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal OpporlunitylAffirmative Action Employer— 50% Recycled110% Post Consumer Paper

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,
T04 &-In4t�
Keith Larick, Supervisor
Animal Feeding Operations Unit
Enclosures
cc (w/o enclosures): Greene County Soil and Water Conservation District
Washington Regional Office, Aquifer Protection Section
AFO Unit Central Files - AWS400131

O�OF G \NArFRQMichael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007
Charles L Stokes
Red Hill Farm
782 Lower Field Rd
Ayden, NC 28513
Subject: Certificate of Coverage No. AWS400131
Red Hill Farm
Animal Waste Management System
Greene County
Dear Charles L Stokes:
In accordance with your application received on 4-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Charles L Stokes, 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 Red Hill Farm, located in Greene County, with an animal capacity of no greater
than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 3672 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition III.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping d reporting. 151easeyay
careful attention to the record keeying_and monitoring conditions in this permit. 1013�O 'VN0193� Ndi9NIHM
J u N 2 6 2007
One
I ]I All
att�a
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telepbone: :-[phone]
rnet:
Intewww.ncwaterquality.or¢ Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax f: [phone]
,.....-Fax 2: [phone]... .
An Equal OpportunitylAffirmative Action Employer— 50% Recycled110% Post Consumer Paper 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 Washington Regional Office. The Regional Office
Aquifer Protection staff may be reached at 252-946-6481. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Greene County Health Department
Greene County Soil and Water Conservation District
Washington Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS400131

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
December 1, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Charles L Stokes
Red Hill Farm
782 Lower Field Rd
Ayden, NC 28513
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 htt2:/lh2o.enr.state.nc.uslaps/afou/downloads.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 January 2, 2007. Please note, you must include
two (2) copies of your most recent Waste Utilization_ Plan with the aplication 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): Greene County Soil and Water Conservation District
Washington Regional Office, Aquifer Protection Section
AFO Unit Central Files - 400131
Bunting Farms
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: www.newatggualitv.org Location: 2728 Capital Boulevard Raleigh, NC 27604
An Equal OpportunitylAffirmative Action Employer— 50% Recycled/1 0% Post Consumer Paper
Telephone:
Fax 1:
Fax 2:
Customer Service:
NorthCarolina
(919) Naturally
[phone]
[phone]
[phone]

• }` PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 40 - 131
Facility Name: Red Hill
County: Greene
Certified Operator Name: C.L. Stokes _ Operator # 18513
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.
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Lagoon Namelidentifier (ID): RH
Spillway (Yes or No): no
Level (inches): 14
2. Check all applicable items
Liquid level is within the designed. structural freeboard elevations of one or more structures. Five
and 30 day Plans of Action are attached. Hydraulic and agronomic balances are within
acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A 30 day
Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste to
pumped and hauled is reflected in section III tables. Included within this plan is a list of the
proposed sites with related facility number(s), number acres and receiving crop information.
Contact and secure approval from the Division of Water Quality prior to transfer of waste
to a site not covered in the facility's certified animal waste management plan.
Operation will be partially or fully depopulated.
- attach a complete schedule with corresponding animal units and dates for 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: 11/18/06
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.
PoA Cover Page 2121100
Phone: [phone]
NOV 2 0 2006
i—
WASK1NGTON REGIONA, OFFICE �
iDWQ

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): JRH
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 14.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 5.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 112125 fe
e. line c112 x line d x 7.48 gallonslft' 349456 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 121058.2 ft3
h. current herd # 3672 certified herd # 4003
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 dayslline f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 9/29/2006
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)
111048 ft'
65406.3 ft3
219980 gallons
1. 00 Ibs11000 gal.
683.3 lbs. PAN
PoA (30 Day) 2/21/00

11. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: RH
line m = 683.3 lb PAN
2,
Structure ID:
line m =
lb PAN
3.
Structure ID:
line m =
lb PAN
4.
Structure ID:
line rn =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n.lines 1+2+3+4+5+6= 683.3lbPAN
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 3D DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres I
S. remaining IRR
2 PAN balance
(iblacre)
L TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column rx s
u. application window'
RHA
fescue
16.35
82.32
1345.9
8/1-7/31
RHB
Oats
20.31
119.00
2416.9
911-4/15
RHC
Oats
17.19
101.34
1742.0
9/1-4/15
RHD
fescue
8.68
170.00
1475.6
8/1-7/31
RHE
fescue
8.76
160.11
1402.6
8/1-7/31
'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) 8383.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 683.3 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section III) = 8383.0 lb. PAN
y. Overall PAN balance (w - x) _ -7700 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
PoA (30 Day) 2/21/00

LAGOON FREEBOARD AND AVAILABLE STORAGE CAPACITY LOG
Permit Numb r 3 I Farm Name:'
Owner. Number of Lagoons _
Operator, Responslb a Cha e: Certificate Number
1, Freeboard plus available storage capacity is the dlffernce between the lowest point of the lagoon/storage p d
embankment and the level of liquid. For lagoons/storage, ponds with spillways, the difference between the vel
liquid and the bottom of the spillway should be recorded.
2. Freeboard plus avallable storage capacity must be recorded weekly in inches. Recording in Inches' is op al,._.
3. Recording rainfall In Inches Is highly recommended but not required unless specifically required as a cond'
of the facilities animal waste management plan or permit.
4. Optional: Sketch your lagoon(s)Istorage pond(s) and the direction the wastewater flows from the houses e_ ..
lagoons on the back.

LAGOON FREEBOARD AND AVAILABLE STORAGE CAPACITY LOG
Permit Number 4b Farm Name-_ t i I I _ ,• _
Owner-;1C C e Number of Lagoons 1�
Operator, Responsible Charge: Certificate Number
Onsits Representative Phone:
=�-
IMUM
-�
W"M
TW
W-M)M
�'�■�i.�
ran ♦
111111M.���1�
11111MMI11
_�
M
M
.
y�
ihJ��
1. Freeboard plus available storage capacity Is the differnce between the lowest point of the lagoon/storage pond
embankment and the level of liquid. For lagoons/storage ponds with spillways, the difference between the level
liquid and the bottom of the spillway should be recorded.
2. Freeboard plus available storage capacity must be recorded weekly In Inches. Recording In Inches' is optional.
3. Recording rainfall In Inches Is highly recommended but not required unless specifically required as a condition
of the facilities animal waste management plan or permit,
4. Optional: Sketch your lagoon(s)Istorage pond(s) and the direction the wastewater flows from the houses to the
lagoons on the back.

LAGOON FREEBOARD AND AVAILABLE STORAGE CAPACITY LOG
Permit Number 'tCi _ 1 3 I Farm Name: )eRA H-t I
Owners r_r a1C�,� ! v - Number of Lagoons t
Operator, Responsible Charge: Certificate Number
Onsite Renresentative Phone:
IM■L�'�I■■�I■■r■■r
ter.
��
�. ■
�rr�
rrr�■■I�.�
MIMI
WMW
am
r
®�MIIIIII
gamy
MR=
ff W-1111110
I
1, Freeboard plus available storage capacity is the diffemce between the lowest point of the lagoon/storage pond
embankment and the level of liquid. For lagoons/storage. ponds with spillways, the difference between the level
liquid and the bottom of the spillway should be recorded.
2. Freeboard plus available storage capacity must be recorded weekly In Inches, Recording In Inches' is optional.
3. Recording rainfall In Inches is highly recommended but not required unless specifically required as a condition
of the facilities animal waste management plan or permit.
4. Optional: Sketch your lagoon(s)/storage pond(s) and the direction the wastewater flows from the houses to the
lagoons on the back.

Nutrient Management Plan For Animal Waste Utilization
This plan, has been prepared for:
Red Hili Farm
ChuckStokes
RT 1 Box 359
Ayden, NC 28513
252 746 3664
06-23-2005
This plan -has been developed by:
Carl Dunn
DSWC WaRO
943 Washington Sq Mall
Washington, NC 27889
252-946-6481
aj ` -'" -
Developer Signature
Type of'Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures. established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read°and understand the
Retluired":Specifications concerning animal waste management that are included With
this plan.
Signature (o}
Signature (manager or producer)
Date
Date
This plan meets the minimum, standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted,'by tue.Soitand, Water Conservation Commission.
Plan A - voved• By: ---
Technical'Specialist-Signature D t", .� ({ _^,� _
2, }. i
�
905221 Database Version 3.1 Date Printed: 06-23-2005 t over Page _1��----- -
RECEIVED 1 DENR I DWQ.,
ggNfOr Pmteti- ion SE't 1106-
APR 0 6 2009

a
Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 3,403,944 gals/Year by a 3,672
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
7840
Incorporated
13464
Injected
14828
Irrigated
8522
Max. Avail.
PAN (lbs) *
Actual PAN
Applied Obs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
8,522
13656
-5,134
5,454,827
-2,050,883
Year 2
8,522
15143
-6,621
6,048,669
-2,644,725
S
l
-•-------------- - ------------ -- ----- ---' --_-- ----- __.....e •--•-•--._.._._..-- -- --•---------•-----• -----.---------•------•--------
.....
Note; 1n source ,IU, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this. sot
905221 Database Version 3.1 Date Printed: 06-23-2005 Source Page 1 of 1
N

Narrative
The pastureland in this land is control grazed. Approximately 25 percent of the dry matter will be cut
for hay -in the-eontfol grazing scenario.
The-wastein this -plan is,applied using.an Airway system, Under this type of application system
appuxiri3atelyninetypercent of the actural land may be used.
---------------------------------------------------------- - - - - ----.-----------------------`--------.._...---
905221 Database Version 3.1 Date Printed; 06-23-2005 Narrative`,Nag e 1. of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. in addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
3379
A
10 35
16.35
NIA
Norfolk
Fescue PasulrelHay
3.5 Tons
3379
3
20.31
20.31
NIA
Norfolk
Oats, Grain
102 hu.
Sorghum, Grain
55 CWT
Wheal, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
3379
C
17,81
17.81
NIA
lNorfolk
Oats, Grain
102 bu.
Sorghum, Grain
55 CWT
Wheat, Grain
60 bu.
Soybeans, Nlanured, Double Crop
35 bu,
3379
D
8.69
8.69
N/A
Lumbee
Fescue Pasture/i [ay
4.0 Tons
3379
E
8.76
8 76
NIA
Lumbee
Fescue Pasture/Hay
4.0 Tons
3379
F7
07
0,91
NIA
Lumbee
Fescue Pasture/Hay
4.0 Tons
PLAN TOTALS: 72.82 72.82
E-
Low potential to contribute to soluble
None
< 2
nutrient leaching below the root zone,
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<= 10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that
nutrient leaching below the root zone.
improve the soils available water holding capacity'and improve nutrient use efficiency
> 10
should be considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based
Rotations(328), Long -Term No -Till (778), and edgo-of field practices such as Filter
Strips (393) and Riparian Forest Buffers (391).
905221 Database Version 3.1 Date Printed 6/23/2005
PCs Page i of 1
NOTE: Symbol * means user entered data.

The Waste Utilizationtableshown below summarizes, the waste utilization plan for this operation'. This plan provides an estimate of the number of acres of.
cro land ,deeded to:use the nutrients bein produced-' The. lan�re Tres consideration of the realistic gelds of the c `
I? , , g �'. P .... � Y reps to be grown, theirnutnent�requiremelits,' .
:and`pioper timing ofapplications to maximize nutrient uptake.
This table provides -an estiihate•of the amount of nitrogen required by the crap,beinggrown and an;estimate of the nitrogen amount being supplied;by manure or
ottierby-products;<commercial fertilizer aad:residual am:pre� ions crops- Ari:estimate.ofthe quantity-bf solid andllquid waste that will be dpplied on each field in
ordei to supply the indicated, quantity of nitiogen froili each._source"is also lnc[udeil. A balance of total -manure prodiiced:and `the total manure applied -is
included in the table -to ensum that,the Alan adequately. provides for the'utillzation,of the manure generated -by the operation: .
Waste Utilization. Table
Wear I
Tract
Field
Source
m
Soil Series
J
Total
Acres
Use.
Acres
crop
RYE
Applic_
Period
itragen_
PA
Nutrient
Regd
(Ibs/A)
Comm.
Fen.
Nutrient
Applied
Qbs1A)
Res.
(Ibs1A)
APplic-
Method
Manure
PA
Nutrient
Applied
Obs/A)
Liquid_
ManurcA
pplied
(acre)
Solid
Manure
Applied
(acre)
'Liquid
Manure
Applied
:(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
low
gal/A
Tons
1000 gals
tons
.. 3379
A
S7
orfolk
16.35
16.35
Fescue Pasturelilay
3.5 Tons
8/1-7131
l49
0
0
brig_
149
5952
1:OA
973.10
0.00
3379
B
S7
orfolk
20.31
20-31
Oats, Grain
102bu_
9/1-4/15
119
0
0
prig_
52
20.77
0.00
421_86
p,00
"-3379
B
S7
orfolk
20:31
20-3I
Sorghum, Grain
55 CWT
3/15-$/31.
:98
0
0
brig- .
98
39.15
0.00
795.04
0,00
,. 3379.
B
57
orfolk
20.31
20.31
Wheat, Grain
60 bu.
9/l 4I3Q.
125
0
0
brig.
63
24.97
0.00
507.04
0,00
3379
C
S7
orfolk
17.81
- 17.81
Oats, Grain
102 bu.
911-4/15
119
0
0
Irrig-
52
20.77
0.
369.93
0.
3379
C
S7
orfolk
17.81
17.81
Sorghum, Grain
55 C'Nf
3/I5-8/31
98
0
0
Irrig.
98
39.15
0.00
697.18
0. 00
;. 3379
C
S7
Norfolk
17.81
17.81
Wheat, Grain
60 bu-
911-4/30
I25
0
0
Irrig.
63
24.97
0-00
444.63
0,00
.3379
D
S7
Lurnbee
8.6.8
8.68
Fescue Pasture(Hay
4.0 Tons
911-7/31
170
0
0
brig_
17
67.91
0.00589.42
0-00
3379
E
S7
L.umbee
8,76
8.76
Fescue Pasm--lay
4.O Tons
8/1-7/31
170 "
0
0
hrig.
170
67.91
0-00
594.85
0.
3379
F
S7
Lumbee
0.91
0.91
Fescue PastuirMay
4:OTons
8/1-7131
170
0
0
brig.
170
67.91
0.0
b1.79
0-_
Total Applied, I000 gallons
5,454:83
Total Produced,100© gallons
3,403.4
Balance, 1000 gallons
.-2i05088
- Total App3ted, tons
'�� -
0;00 -
Total Produced, Inns
,'
W)O
Balance, tons
-�
0.00
Notes: 1. Iri the tract column ; syrrbolmeans leased, otxierwise, owned: 2. Symbol means user entered data.
905221Database version 3 1 Date'Piinted: 6/23/2065
WLTT Page 1 of 2

Waste Utilization Table
Year. T l
Tract
Field,
Soiuui a
ID .
Soil;Series.
Total.
Acres,-
, •.Use.
Acres„
, Croy
RYE
Applec
Period
PA
rtrcgenFApp
Req'd
ices
A)
-
.
ppp�
]vlWW
Mlanure
PA
Nutri rit
Applied
Liquid
pplied
;(am)
Solid `
Manuue
Appied
(acre)
Liqurd
ManNutrient
Applied'ppied
(Field)
Solid i`
(F0d
N
N
N
gaVA
Tons
.l 000 gals
__. tons
3379
A. -
S7-
oifolk
i63S
16:3
FescuePasturrlHay
35Tons
'811-7/31
l49
Q
0
,-brig. ,
14
5952-
0.
973 ]0:
0.00
3379
B
S7
rnfolk
203i
20.31
Oats, Grain
102bu
- 911l15
119
0
• i5
brig.
52
20-77
U.
42i 86
❑:pp
3379
H
S7
Norfolk
20.31
20-31
Wheat, Grain
60 bu.."`
9/111/30
12.5
0
0
Irrig.
63
24:97
0:00
507.04
0.00
3379-
B .
S7
Norfolk
20-31
20.31
Soybeans, Manured, Double Crop .
35 bu.
4/t-9/15
137
0
0
Irrig.
137
54.7
0-00
1,111.43
- 0.00
3379
C
S7
Norfolk
17-81
17.81
Oats, Grain
. 10.2 bu-
' 911-4/15
119
0
15
brig.
52
20.77
0.00
369.93
0.00
3379
C
ST
orfolk
17.91
17.81
Wheat, Grain.
60 bu.'.
9/1-4130
125
0
0
Irr-ig.
63
- 24.971
0.00
444:63
0.00
3379
C
ST
INoifolk
17.81
17.91
Soybeans, Manured, Double Crop -
35 bu-
4/1 9115
137-
0
0
brig.
137
54.32
,' 0.00
974.62
0.00
3379
D.
S7
Lumbee
8.68
8.68
Fescue Pasu r May
4.0 Tops
: 8/1-7/31
170
0 :.
0
hrig.
170
67.91
0-00
589A2
0.00
5T
Lumbee
8-76
9.76
Fescue?asturdHay
4.0Tons
8/1-7/3t
170
0
0
Irrig-
17
`. 67.91
0.0
594.85
p,
-
S7
L umbee
0.91
0.91
Fescue PasturrJHay
4.0 Tons
: 8/1-7131
170
0
0
brig.
17
67.91
0.00
6139
p. 00
Total Applied, 1000 gallons
6,048,67
Total Pto6ced;.1000,galluns
VF,
3,403:
]34lance, 1000 gallons
-2,644.72
TotaTAppiied, tons
: 0.
Total Produced, tons
0 .00
Balance, tons
Notes: 4_ In the tract column;- symbol means.leased, otherwise, owned. 2. -Symbol !means user entered data.
Date Printed: 6/23/2005

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application arriount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
3379
A
Norfolk
0.50
1.0
3379
B
Norfolk
0.50
1.0
3379
C
Norfolk
0.50
1.0
3379
D
Lumbee
0.40
1.0
3379
E
Lumbee
0.40
1.0
3379
E
Lumbed
0.40
LO:
9.05321 :Database Version 3.1 Date -Printed 6/23/2005
.�n...«,e..+a.n.i .i *.
IAF Page 1- of, " -I

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. in most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lblac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
46.03
92.07
138.10
Hay 6 ton R.Y.E.
300
26.32
23.02
46.03
69.05
Soybean 40 bu
160
14.04
43.16
86.31
12.9.47
....------------------------------------------------------
905221 Database Version 3.l
I
Date Printed: 06-23-2005
--------
SludgeTage 1 of l

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan, Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application, interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
A%in; 19111P ctP C'fnra nr-+ (,gr\a!`Itw
Source Name
Swine Feeder -Finish La non Li Uid
Design Storage Ca )acit)' (Days)
Start Date
10131
l80
Plan Year
Month
Available Storage Capacity (Days)
1
1
180
1
2
180
l
3
l80
l
4
l80
l
5
180
1
6
190
1
7
149
1
8
118
1
9
112
1
10
105
1
11
150
1
.12
180
2
1
180
2
2
180
2
3
173
2
4
180
2
5
180
2
6
180
2
7
180
2
8
149
2
9
143
2
10
178
2
11
180 .
2
12
173
* Available..S.torage Capacity is calculated as of the end of each month...
---------------------- -----------------_.-.-.--- _ ;,;,,. ..-..--....._..
905221 Database Version 3.1 Date Printed: 06-23-2005
-----------------------------------------------
Capacity Page 1 of 1

Required Specifications For Animal Waste ManaLre m''ent
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct- discharge during.
opek9tion -or land- application. Any discharge of Waste that reaches surface
water: is prohibited.
2. There must be documentation in the design. folder. that the producer
either owns or has an agreement for use of adequate land on which to
properlyapplythe waste. If the producer does not own adequate hindrtd,
properly dispose of the Waste, -40/she.Aallprovide evidence of an
eem. nt with. a landowner, Who is�wkhin areasonable proxinflty,
allowing ,him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available'land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
fok-realigtic crop yield's 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
peryear.� Waste may be applied to land eroding at more than, 5 tons per
acre ,per �year but less -than 10tons'p& acre per year provided grass filter
strips are installed where runoff leaves the field -(see USDA, MRCS Field
Office Technical Guide 'StandardA93 - Filter Strips).
5. Odors can be reduced- by injecting the waste or by disking after waste.
application. Waste should not be applied when there is danger of drift
from -the land application field.
6. When'animal waste is to be applied m acres.subject to -flooding, waste -
wiR.:;be-soil incorporated- conventionally tilled; cropland.When waste, is.
applied- conservation' tilledcrops or grassland, the waste may be
,broadcast provided the application does not occur during a season -prone
to fl. ooidimylsee "Weather and Climate in North Carolina" for guidance). -
- - - - - - - -- - - - - : -- - - - - - - - - - - - . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m - - - - - -- - -
905221 Database Vergi6n 3.1 Date Printed: 612312005
005 Specffl6ation-Pa�e'.-1

7. Liquid waste shall be applied at rates not to exceed the soil' infiltration
rate sucli 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
po.ndi ng should occur in order to control odor a nd ' fli es.
8. Animaal-waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied -on -actively growing crops in such.a manner
that -the crop is not covered with waste to a depth that would inhibit
growth: The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall -not be dp' lied. 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 landarea onto whieh- waste is
applied" from a lagoon that is a component of a swine farm shall'`be at feast
50 feet from any residential property boundary and canal. Animalwaste,
other`tban swine waste fr6m1acilities sited on or after October 1,1995,
shall: not be^ applied closer that 25 feet to perennial waters.
12. Animal waste shall not- be applied closer than 100 feet to wells.
13. Animal -waste shall not be applied closer than 200 feet of dwellings other .
tli'an ttiose ownW-by the landowner.
14. Waste°shAll. be applied in,a manner not.to reach:other;propertyand
public 6' 'lft-of ways.
905221. Database Version'3:1 Date'Printed; 6/23/2005 Specification ftRo'2

15. Animal waste shall not be discharged into surface.waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied` to prior converted croplandprovided 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 wash -down facilities, showers, toilets,
sinks, --etc., shall not be discharged into the animal waste management
system.
17. A protective cover.of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs,.etc.):. Areas.
shall -be fenced, as necessary, to protect the vegetation. Vegetation' -such as
trees,,shrubs, a-nd other woody species, etc., are limited to areas where
consid-ered7 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-shalI be managed to maintain the liquid -level
betw&efi the markers. A marker will be required to mark the maximum,
sto�age volume for'` wasfe storage ponds.
.................................................... .:............................... .......--------.----------------------
905221 Database Version 3.1 Date Printed: 6/2V2005 Specification Page 3

22. Waste shall' be tested -within 60 day$.6f utilization and soil shall -be tested
at`least-annua'lly 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.
soilsshall-be monitored and -alternative crop sites shallbe used when
these metals approach excessive'levels..pH shall -be adjuste&a-nd.
inalntain`ed for optimum crop production. Soil and waste analysis
records shall be keptfor a minimum oflfive-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' far�fi've-
(5) years.
21 Dead,a_nimals�will,.,:be:disposed�,,of iu.,a manner that meets North.�Caro'lina.
. �rttatons. .
- - ---- ----------=------ --------- ------------- .------..---- ----. -... .-
90522i- Database Version 3.1 Date-POnted. 6/23Y2005 Specification Paj e4.

Crop Notes
The following crop note applies'to field(s): B, C
Wheat: Coastal" Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill-row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum•time. See the Seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till:. Adequate, depth control when planting the wheat is essential. Review the NCSU Official•Variety
"green book" -and? information from private companies to select a high yielding varietywith the.
characteristics needed for your area and conditions. Apply no more than 301bs/acre' N of planting.
Phosphorus an&potash recommended by a soil test report can also be applied at this time. The remaining
N shoul&be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds -are essential for profitable heat production.
The following crop note applies to field(s): D, E,.F
Fescue: Coastal`%Plain, Mineral Soil,: Poorly Drained to Somewhat Poorly Drain4
Adaptation:.lVloderate to Marginal.
In the Coastal Plain, tall fescue can be planted Sept. Ito Oct. 15 (best) and Feb. 15 to Mar. 20. For
pure-stand:broadcast seedings use 20 to 30 lb/ac.; for drilled use 15 to 20 lb/ac. seed. Use .certified seed
to avoid introducing weeds or annual. ryegrass. Plant seed 0.25" to 0.5" deep.for pure stands, 0.25" in
mixture with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; use
ladino clover for mixtures on these soils, Soil test for preplant and maintenance lime, phosphorus, and
potassium recommendations. Apply 40 to 60 lb/ac nitrogen'at planting for pure stands only. Do not: apply
N for mixtures .wi#h clovers but use proper legume inoculation4echn ques. Apply 150 to 200. lb/ac. N to
pure stand fescue.for:hay production; reduce N rates by 25%.to 50% for grazing. ApplyN'Feb. 1 to lbiar:
20 and Aug ;01o�Sept, 30, with equal,amounts,in each window: Refer to NCSU TechnicaMUlletin305
.Production and.UtiliMt.ion•of PA9.tures•and--Forages inNorth Carolina for additional. infor'Mation".or`
consult. your.' regional;agronomik or extension agent for -assistance.
............................•-•-- -- --------------- - .. ..- . 8
'965221 Database Version 3.1 Date Printed: 06-23-2005 Crop Note Page 1 of 3

The following crop note applies. to.field(s):-A
Fescue: Coastal Plain, Mineral Soil, Moderately Well Drained
Adaptation: Marginal.
In the Coastal Plain, tall fescue can be planted Sept. 1 to Oct. 15 (best) and- Feb. 15 to Mar. 20. For
pure=stand'bfoadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 ib/ac. seed. Use certified seed
to. :avoid' introduging weeds or annual ryegrass. Plant.seed 0.25" to 0.5" deep for pure stands, .0.25".in
mixture;with clovers. Tall fescue:requires adequate soil.moisture for persistence-and`production. Soil test
for`preplant acid maintenance lime, phosphorus, and potassium recommendations. Apply 40 to 60 lb/ac
nitrogen At, planting for pure stands only. Do not apply N for mixtures with clovers but use proper legume
inoculation techniques. Apply 150 to 200 lb/ac. N to pure -stand fescue for hay production; reduce N rates
by 25% to 50% for grazing. Apply N Feb. 1 to Mar. 20 and Aug. 20 to Sept. 30, with equal amounts in
each window. Refer to NCSU Technical Bulletin 305 Production and Utilization-ofPasturesand Forages
in North Carolina .for additional information or consult your regional agronomist or extension.agefffor
assistance.
Grain Sorghum
The following crop note applies to field(s): B, C.
The following crop note applies to field(s): B, C
Double -Crap Soybeans, Coastal -Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June.as possible with planting completed by July 4th.
When %no -tilling. soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant -populations. Review the NCS[1 Official Variety "green book" and information from private
companies to.select a high yielding variety with.the, characteristics needed for your area and conditions.
Plant24 seedlrow. foot for 7-8" drills;'4-6 seed/row foot for 15" rows; 64 seed/row foot'for.30'.'-rows:.
and:$-10.'seedlrow.foot-for 36" rows. Increase -the seeding rate by at least 10% for no,till planting.
Seedin"depili should be 1-1 1/2" and adequate depth control is essential. Phosphorus and°potash
recommended;for the soybeans can:be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20=30 lbs/acre
N are sbmetirnesmade at planting to promote.early.growth and vigor. Tissue samples can-be.analyzed
during the,gri wing. season, to monitor the overall nutrient status ofthe soybeans. Timely management of
weeds end-insects,is°essential for.profitable'doiible'crop soybean production.
9651zi -Database`Versi6n1l Date:Printed: 06=23-2005 Crop'Note Page 2: of 3

OF W a rFq Michael F. Easley, Governor
,0, QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division or Water Quality
June 21, 2005
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Charles L. Stokes Jr.
Red Hill Farm
782 Lower Field Road
Ayden NC 28513
Re: Request for Information
Facility Annual Average
Red Hill Farm
NCA240131
Greene County
Dear Charles L. Stokes Jr.:
J UN 2 3 2005
WASHINGTON REGIONAL OFFICE
.� Dwa
Based on information submitted with the facility's Animal Facility Annual Certification Form,
the Division of Water Quality (DWQ) is requesting additional information related to the annual
average of animals for the year 2004.
The Certificate of Coverage (COC) NCA240131 of your NPDES Permit states:
"This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the Red Hill Farm, located in Greene County, with
an animal capacity of no greater than an annual average of 3672 Feeder to Finish swine
and the application to land as specified in the facility's Certified Animal Waste
Management PIan (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 Division received your annual certification form on April 25, 2005. On that form, you
indicated that your annual average was 5,625. This exceeds the annual average specified in your
COC of 3,672 Feeder to Finish. To avoid possible enforcement action for a violation of your
permit, please submit the facility's stocking records for the year 2004 within thirty (30) days to
the following address:
i� Caro ina
'a rrt�ly
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: http:Nh2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604
An Equal Opportunity/Affirmative Action Employer— 50% Recycl"10% Post Consumer Paper
Phone [phone] Customer Service
Fax [phone]
Fax [phone]

Charles L. Stokes Jr.
Page 2
June 21, 2005
Keith Larick
Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
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 Statue or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact me at
[phone] or the Washington Regional Office at [phone].
Sincerely,
Keith Larick
Animal Feeding Operations Unit
cc: File 40-131
Washington Regional Office

OF wArF9 ,
r
o �
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
RECEIPT # 7002 2410 0003 0274 6617
Chuck Stokes
Little Creek Hog Farms, Inc.
782 Lower Field Road
Ayden, NC 28513
RE: Sludge Survey Testing Dates
Greene County
Dear Mr. Stokes:
Michael F. Exley. Governor
William G. Rea Jr secretary
North Carolina Department of Environment and Nauval Resources
Alan W. 1Qimrek, P.E. Director
Division ofwater Quality
May 31, 2005
J U N - 2 2405
WASIOGTON REGIONAL OFFICE
DWO
The Division of Water Quality (DWQ) received your sludge survey information on May
13, 2005. With your results you requested an extension of the sludge survey requirement for the
lagoon at your farms. DWQ has evaluated the requests, and has determined the following sludge
survey dates for your farms. They are as follows:
Farm #
FaLMjagoon Name
Survey Due Date
40-11
Dirt Road Farm A
December 31, 2006
Dirt Road Farm B-1
December 31, 2007
Dirt Road Farm B-2
December 31, 2005
Dirt Road Farm C
December 31, 2005
40-37
Little Creek Farm #1
December 31, 2005
Little Creek Farm #2
December 31, 2006
40-120
Rouse's Chapel Farm
December 31, 2005
40-131
Red Hill Farm
December 31, 2006
40-150
Sandy Ridge Farm
December 31, 2005
40-158
Edward's Bridge Farm
December 31, 2006
40-161
Piney Bottom Farm
December 31, 2007
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone]
Internet: h2o.enr.state.nc.us 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone]
An Equal OpportunitylAffimrati a Adion Employer- 50°% Recyded110°% Post Consumer Paper
NO, Carolina
�f!lfQ��lf
Customer Service
1-877-62M?448

Mr. Stokes t .
May 31, 2005
Paget
Thank you for your attention to this matter. If you have any questions, please call me at
[phone].
Sincerely,
Keith Larick
Animal Feeding Operations Unit
cc: • APS Central Files
Marlene Salyer, Washington Regional Office

' R _
.. .. .. .. -.. ... • .R • .1.. .. ...
-A.N MAiLIFACILITY ANNUAL CERTMCATION FORM,.:...,,....
Certificate of Coverage or Permit Number N CA-2 4 01 al County G r e e De Year 200 4.
Facility Name (as shown on Certificate of Coverage or Permit) Red
Operator in Charge for this Facility ch a r1 e s L . - S t o ke � _J r _ - Certification # 1,85
Land application of animal waste as allowed by the above permit occurred during the past calendar year
X YES NO. IfNO, 'skip Part I and Part Il and proceed to the certification. Also, if animal waste
was generated but not land applied, please attach an explanation on. how the animal waste was handled,
PartI . Facility Information:
I . Total number of application Fields 0 or Pulls R1(please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): Total Useable Acres approved in the CAVYIQ
2. Total number of Fields ❑ or Pulls IN (please check the appropriate box) on which land application,
occwed during the year: 10 Total Acres on which waste was applied _ 5 8.0 7
Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
3571.62
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit: 13, 3 7 3
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year -fl- tons ❑ or gallons ❑ ,(please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
349 ( �,pproxim�te :.�;nn rArnr�c hem.,, c i� .n
7, Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest 9829 (temporbrVAM weeks st
Smallest of records not.. re aired before
(These numbers are for informational, purposes only since the only permit limit on t e number of animals
at the facility. is the an average numbers)
8. Fac3lity''s Integrator if applicable: B u n t i n a S w j n e MAR i. ' .'.00 --
Part III: Facility Status: DWQ-WAR0
r
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WILY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON.
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO.BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
I. Only animal waste generated -at this facility was•applied to the permitted sites during 19 Yes Q Nc
the past calendar year.
AFACF 3-14-03

2. The facility was operated in such a way.that there was no direct runoff of waste. front ®Yes ❑ No
the facility (including tlie'hbuses; lagoonslstorage ponds and the application sites) during
the past calendar year.
3. There was no discharge 'of waste to surface watei from this facility during the past @ Yes ❑ No
calendar year.
4. 'There was no freeboard 'violation in any la-gootis or storage ponds at this facility during El Yes ® No
the past calendar year.
5. There was no PAN application to any fields bi crops at this facility greater than the El Yes ❑ No
levels specified in this facility's CAWMP during the past calendar year.
6. All laud application equipment was calibrated at least once during the past calendar year. ❑ Yes ® No,
7. Sludge accumulation in all lagoons did not exceed. the volume for which the; lagoon , . t„ Yes L No
was designed or reduce the lagoon's minimum treatment volume to less than the volume '
for which the lagoon was designed.
8. A copy of the Annual Sludge Survey Form for this facility,is attached to this Certification. JU Yes ❑ No
9. Annual soils analysis were rperformed on each field receiving animal waste during the `_13 Yes ❑ No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year? 12 Yes ❑ No
AJl required monitoring and reporting was performed in accordance with the facility's. ® Yes ❑•No
permit during the past calendar year. ,
12'. All operations and maintenance requirements in the permit were complied with during Yes ❑ No
*past calendar year or, in the case of a deviation, prior authorization was received "
from the Division of Water Quality.
13. Crops as specified in the CAVW were maintained during the past calendar year on all ® Yes ❑ No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14.- All buffer iequirements as specified on the permit and the CAWNT for •this facility were : ' Yes ❑ No
maintained during each application of animal waste during the past calendar.ysar.
"I certify under penalty of law that this document and all attachments were prepared under -my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate -the information submitted. Based on my inquiry of the person or persoris.who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, -to the best of
my knowledge and belief, true, accurate, and complete..I. am aware that there are significant penalties for.
submitting false information, including the possibility of fines and imprisonment for lmowing violations."
G�arjes � , Stokes Jr. Qwnpr
Pe ttee Name aiiTitle type or p
Si e o ermitteef D
Signature of Operator in Charge Date
(if different from Permittee)
AFACF 3-14-03 2.

P$qlwr� vxt
C. L. STOKES, JR.
Owner
LITTLE CREEK HOG FARMS,-INC.
782 Lower Field Road
AYDEN, NORTH CAROLINA 28513
Telephone [phone] E-Mail LCHI{[e-mail]
Fax [phone]
* Excessive rain fall has created a problem at this site. Our goal at
times -has been only to maintain structural free board as the land has
L.. YJ W41
IA! - '
saturated for a good part of the year. We are in the process of changing our
CAWMP to permanent pasture to provide more flexibility.
* Calibration was not done. Our extension service representative has
been sick. In the mean time we have switched to the airway system and no
calibration method exist for that equipment.
C!: 0:4 I Al LA
Lai
MAR 15 2004
DWQ-WARO

Stand ram Operating Prot re
In order to inventory sludge in an Anaerobic Swine -Lagoon you will need
the following: 2 man boat (lii'evest)
Trolling motor/ Paddles
Anchor
Sludge Judge
Gloves (latex)
Recording materials (paper and pen/pencil)
Lagoon Diagrams (gddimeasuring points)
Once on the water, proceed to measure point on diagram and slowly lower
the Sludge Judge into the lagoon until liquid seem to become denser and thicker,
has more resistance. Record the depth at corresponding measure point on diagram
(reading 01). Continue to push Sludge Judge until you feel you have reached the
bott= of the lagoon. Record depth at corresponding measure point on diagram
(reading #2). Sludge depth'is equal to lagoon depth minus depth at which sludge
was noticed (reading #2 — reading #1). Pull Sludge Judge out of lagoon and record
the level of sludge as seen in tube column. Repeat process at each point according
to number and position of measurements .on lagoon diagram. Auer all
measurements have been recorded then add every sludge depth and divide by the
number of readings taken to get the average depth in lagoon.
RECOVEM
MAR 15 2004
DWQ-WARD

$ ERU Farm
SSLW — 495720 Is Feeder to Finish
9.5Ft - Total Stomge(F'reeboard)
2R — Temgormy Storage
at- Pa manent Storage
Slope — 3:1
575"
bmmloryr Maasurtment— Sludge Judgo
MUsus
Slggnth Ua '
#I
6
12
#12
6
18
#3
b
1$
##4
6
24
#15
6
22
#6
6
10
#7
6
14
a8
6
20
#9
5
20
010
5
18
Average Sludge Depth --17.6 inches/ 1.4 feet
0 Hquid I*vW on the day of melt 10/$/04
MAR 15 2004
DWQ-WQRQ

North Carolina
Department of Environment and Natural Resources
Division of Soil and Water Conservation
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
David S Vogel, Director
To: Chuck Stokes
Little Creek Hog Farms
Date: June 18, 2003
Subject: Waste Plan Temporary Amendment
All Little Creek Hog Farms
AN
NCDENR
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT ANO NATURAL REBOURCEs
A temporary waste plan is being created for each of the farms owned by Little
Creek Hog Farms to allow the producer to make significant long term cropping
changes. The farms will be changing from row crops to all grass crops. The temporary
plan will provide a useful crop to the producer during the period between the harvest of
the final row crops and the appropriate planting period for the grass crops.
The crops to be grown during this temporary period are as follows:
C-M-13
PAN
Window
Millit
150
June -Sept
Oats
50
Oct -March
Note that the PAN rates given in this plan are to be used for all fields in your
current waste plan. The rates are either at or below the actual PAN values for the soils
in your current waste plans. You should use the acreage contained in your waste plans
when applying waste to these crops. A more detailed plan must be developed if you
project that you will need to use this temporary plan beyond the windows listed.
Please note that records of the waste application events as well as the
temporary plan must be maintained with your current waste management plan for each
farm and must be available for review by the Division of Water Quality. Also note that
all conditions pertaining to the DWQ permit for these farms also apply to this temporary
plan. Thank you for your assistance in this matter. If you have further questions,
please give me a call at,?52+'94P-6481 ext. 379.
Sincerely,
William Carl'DunrS'PEk
DSWC - Environm"
fV �! ��Ijpbioei• � 1kti
BE

OF W A rFR
Michael F. Easley, Governor
pG
William G. Ross Jr., Secretary
_O=
-
r
North Carolina Department of Environment and Natural Resources
-�
Alan W. Klimek, P.E. Director
0
Division of Water Quality
Mr. Charles L. Stokes, Jr.
782 Lowerfield Road
Ayden, NC 28513
Dear Mr. Stokes:
June 13, 2003
R-Z c�tl)
iui s 1 , 2003
DWQ-WARD
Subject: Permit No. AW1400t31
Red Hill Farm
Innovative Animal Waste Operation
Greene County
In accordance with your permit application received April 21, 2003, and subsequent submittals, we are forwarding
herewith Permit No. AWI400131, dated June 13, 2003 to Charles L. Stokes, Jr. authorizing the continued operation of an
animal waste collection, treatment, storage and land application system in accordance with the Certificate of Coverage
NCA240131 issued to this facility April 9, 2003 and the construction and operation of an alternative wastewater treatment
system as identified in this permit.
Please be advised that the Division does have concerns regarding the effectiveness and/or applicability of some
system components. However, it is recognized that the system. is experimental. Please note the Introductory Provisions of
this permit.
This permit shall be effective from the date of issuance until May 31, 2008, and shall be subject to the conditions and
limitations as specified therein. Please pay particular attention to the monitoring requirements in this permit. Failure to
establish an adequate system for collecting and maintaining the required operational information will result in future
compliance problems. Any increase in flow or increase in stocked animals above the listed values in this permit will require a
modification to this permit and shall be completed prior to actual increase in either flow or number of animals.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be in the
form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made this permit
shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional information
concerning this matter, please contact Paul Sherman at [phone] extension 4.
Since 1 ,
/-Alan W. Klimek, P.E.
cc; Greene County Health Department
Greene County Soil and Water Conservation District
Washington-Regional-Offic—C Water Quality Section
Division of Water Quality, Groundwater Section, Central Office
Paul Sherman, Fayetteville Regional Office
Andrew Rodak, P.E., Mactec Engineering and Consulting, Inc.
Technical Assistance and Certification Unit
Division of Water Quality, Central Files
Non -Discharge Permitting Unit Files
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Internet hup:Hh2o.enr..staie.nc uslndpu
Telephone [phone] Fax [phone]
RE6E 1R
DENR Customer Service Center
Telephone [phone]

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
ANIMAL WASTE OPERATION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Charles L. Stokes, Jr.
Greene County
FOR THE
continued operation of an animal waste management system (Existing System) as was approved in
accordance with Certificate of Coverage (COC) NCA240131 to serve 3,672 Feeder to Finish swine.
and construction and operation of an innovative animal waste management system (Innovative System)
consisting of a manual bar screen with 1 inch opening, a 2,600 gallon equalization tank, an inclined
screen solids separator with roll press and 1116 inch openings, a 2,900 gallon solids collection basin, a
500 gallon sludge water tank, two (2) 2,550 gallon settling tanks, two (2) 330 gallon dosing tanks, a 28
gallon dechlorination tablet tank, a Norweco Singulair Bio-Kinetic Wastewater Treatement System
Model 960, and all other necessary pipes, blowers, valves, pumps, and appurtenances to serve an
existing 3,672 feeder to finish hogs with no discharge of wastes to the surface waters, pursuant to the
request submitted April 21, 2003, and all subsequent documents, and in conformity with the project plan,
specifications, and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
The innovative system will be connected to, but not hinder the continued use of, the existing system at
this facility.
INTRODUCTORY PROVISIONS
This permit is issued to Charles L. Stokes, Jr. to facilitate the installation and operation of an innovative
animal waste management system on the Red Hill Farm, in furtherance of the goals of the agreements
entered into by various pork producers and the Attorney General of North Carolina. This permit is
issued to further investigate the validity of the system and not to be considered an endorsement or
guarantee that a similar system would be approved by the Division.

This permit supercedes Certificate of Coverage NCA240131 as long as the innovative animal waste
management system is in use. Only if the innovative animal waste management system is no longer
active and in use, may the Permittee revert back to coverage under COC number NCA240131.
These introductory provisions are enforceable portions of this Permit.
This permit shall be effective from the date of issuance until May 31, 2003, and shall be subject to the
following specified conditions and limitations.
I. PERFORMANCE STANDARDS
1. The animal waste collection, treatment, storage and land application system permitted
under this permit shall be effectively maintained and operated as a non -discharge system
to prevent the discharge of pollutants to surface waters, wetlands, or ditches: Application
of waste at agronomic rates to terraces and grassed waterways is acceptable in accordance
with Natural Resources Conservation Service (NRCS) Standards. If the Permittee is in
compliance with this permit, and unintentionally discharge as a result of a storm event
greater than the 25-year, 24-hour storm, the facility will not be considered to be in
violation of this permit.
2. A violation of the this Permit may result in the Permittee having to take immediate or
long term corrective action(s) as required by the Division of Water Quality (Division).
These actions may include ceasing use of the innovative technology, modifying operation
of the innovative technology, modifying the Waste utilization Plan (WUP), ceasing land
application of waste, or relilcvillb allimals froin the farirl.
A corrective action of removing animals from the farm will not be necessary as long as
the existing animal waste management system is operable in accordance with COC
NCA274107.
3. This facility may not be expanded above the capacity shown in this permit until a new
permit reflecting the expansion has been issued.
4. A copy of this permit, the Waste Utilization Plan, approved design documents, as -built
specifications, operation and maintenanct; plan, and all certification Torms shall bu readily
available at the farm (stored at places such as the farm residence, office, outbuildings,
etc.) where animal waste management activities are being conducted for the life of this
permit. These documents shall be kept in good condition and records shall be maintained
in an orderly fashion.
5. Upon completion of construction and prior to operation of the innovative wastewater
treatment system, including the new raw wastewater collection system, the certification,
signed and sealed by a professional engineer must be submitted by the Permittee
certifying that the permitted facility has been installed in accordance with this permit, the
approved plans and specifications, and other supporting materials. Mail the Certification
to the Water Quality Section, Non -Discharge Permitting Unit, 1617 Mail Service Center,
Raleigh, NC 27699-1617.

6. The Washington Regional Office, telephone [phone], shall be notified by the
Permittee at least forty-eight (48) hours in advance of operation of the installed facilities
so that an in -place inspection can be made. Such notification to the regional supervisor
shall be made during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday
through Friday, excluding State Holidays.
7. The spray irrigation facilities shall be effectively maintained and operated at all times so
that there is no discharge to the surface waters, nor any contamination of ground waters
which will render them unsatisfactory for normal use. In the event that the facilities fail
to perform satisfactorily, including the creation of nuisance conditions or failure of the
irrigation area to adequately assimilate the wastewater, the Permittee shall take immediate
corrective actions including those actions that may be required by the Division.
8. The following buffers shall be maintained when constructing the innovative wastewater
treatment system:
a) 100 feet between wastewater treatment units and any wells, and
b) 50 feet between wastewater treatment units and property lines.
II. OPERATION AND MAINTENANCE REQUIREMENTS
The collection, treatment, and storage facilities, and land application equipment and fields
shall be maintained at all times and properly operatcd.
?. A suitable vegetative cover shall be maintained on all land application sites and buffers in
accordance with the submitted Waste Utilization Plan. No waste may be applied upon
fields not approved by or prepared in accordance with the WUP.
3. All changes to the WUP must be approved by the Division of Water Quality. - A permit
modification should be requested and issued prior to any changes to the WUP being put
into effect.
4. An acceptable pH of the soil shall be maintained on all land application site, to insure
optimum yield for the crop(s) being brown.
5 Land application rates, hydraulic loading rates, cropping rotations and application
_ windows shall be in accordance with the Waste Utilization Plan and/or a representative
Waste Analysis Report. In no case shall land application rates exceed the Plant Available
Nitrogen rate for the receiving crop or result in runoff during any given application.
6. Application of animal waste onto land which is used to grow crops for direct human
consumption (e.g., . strawberries, melons, lettuce, cabbage, apples, etc.) shall not occur
following the planting of the crop or at any time during the growing season, or in the case
of fruit bearing trees, following breaking dormancy. Application of animal wastes shall
not occur within 30 days of the harvesting of fiber and food crops for direct human
consumption that undergo further processing.
7. If manure is. applied on conventionally tilled bare soil, the waste shall be incorporated
into the soil within two (2) days after application on the land. This requirement does not
apply to no -till fields, pasture, or fields where crops are actively growing.

Domestic and/or industrial wastewater from showers, toilets, sinks, etc. shall not be .
discharged into the animal waste collection, treatment, and storage and application
system. Washdown of'stock trailers, owned by and used to transport animals to and from
this farm only, will be permissible as long as the system can accommodate the additional
volume. Only those detergents and disinfectants that are labeled by the manufacturer as
readily biodegradable may be utilized.
9. Disposal of dead animals shall be done in accordance with the North Carolina
Department of Agriculture and Consumer Services (NCDACS) Veterinary Division's
regulations.
10. Unless accounted for in temporary storage volume, all uncontaminated runoff from the
surrounding property and buildings shall be diverted away from the animal waste system,
including but not limited to, lagoons, storage ponds and/or open storage structures to
prevent any unnecessary addition to the liquid volume in the structures.
11. A protective vegetative cover shall be established and maintained on all earthen basin
embankments (outside toe of embankment to maximum pumping elevation), berms, pipe
runs, erosion control areas, and surface water diversions. Trees, shrubs, and other woody
vegetation shall not be allowed to grow on the earthen basin dikes or embankments.
Earthen basin embankment areas shall be kept mowed or otherwise controlled and
accessible.
12. The residuals generated from these treatment facifitic s must be disposed in accordance
with General Statute 143-215.1 and in a manner approved by the Division. Whcn removal
of sludge from the treatment units is necessary, provisions must be taken to prevent
damage to any dikes and liners.
13. Residuals generated from the innovative animal waste management system will be treated
and disposed of by the Permittee. If residuals are removed from site for final use and/or
disposal the residuals must be accounted for in a permit issued to the Permittee, or the
receiver of the residuals. A record of date and time of removal, as well as estimated
volume removed, and receiver's name, address, phone number and permit number must be
kept on site with all other records.
14. The addition of any solids holding and/or treatment units shall require permit modification
prior to construction.
15. If residuals from the treatment units are accumulated faster than predicted and it is
determined that designed storage and disposal methods are insufficient, the Permittee will
cease use of the innovative wastewater treatment system and therefore the generation of
solids by that system, until adequate solids storage and/or removal can be designed,
approved, and constructed.
16. All treatment units shall be kept free of foreign debris including, but not limited to, tires,
bottles, light bulbs, gloves, syringes or any other solid waste.
17. The facility must have one of the following items at all times (a) adequate animal waste
application and handling equipment, (b) a lease, or other written agreement, for the use of
the necessary equipment, (c) a contract with a third party applicator capable of providing
adequate waste application, or (d) a contract for the purchase of the equipment.
Equipment shall be capable of meeting permit condition II 5.
4

'r
18. If liquid effluent samples show that additional land will be necessary for application of "
nitrogen at agronomic rates, the Permittee will take immediate action. This action may
include, but may not be limited to, one of the following: a) preparing additional land at
the site for land application wastewater, b) acquiring leased land agreements for land
application of wastewater, or c) decrease the animal population to that which creates a
balance between nutrients produced and utilization on the existing land application and
crops, or d) any other method approved by the Division of Water Quality.
19. The WUP shall be modified as needed based on performance of the innovative facility. If
performance is not as predicted, immediate measures such as those listed in Condition 18
above will be taken.
20. In the case of interruption or failure of the innovative wastewater treatment system the
Permittee will follow the Emergency Action Plan as submitted and if necessary adjust the
wastewater collection system back to the existing lagoon as permitted under COC
NCA274107.
III. MONITORING AND REPORTING REQUIREMENTS
1. Adequate records shall be maintained by the Permittee tracking the amount of wastewater
that is disposed. These records shall include, but are not necessarily limited to, the
following information:
a. Datc of irrigation application,
b. 'Volume of n°astewater applied,
c. Identity of lagoon the wastewater is irrigated from,
d. Field that received wastewater,
e. Current crop,
f. Length of time field is irrigated,
g. PAN applied,
h. Nitrogen Balance for field after each application is complete.
2. Adequate records shall be maintained by the Permittee tracking the amount of residual
solids that are accumulated and disposed. These records shall include, but are not
necessarily limited to, the following information:
a. The average volume of residuals generated,
b. The date of residuals removal,
c. The amount of residuals removed,
d. The residuals recipient's name, address, and permit number.
3. The Permittee or their designee shall inspect the entire existing waste collection,
treatment, and storage structures and runoff control measures at a frequency to insure
proper operation. For example, lagoons, storage ponds, and other structures should be
inspected for evidence of erosion, leakage, damage by animals, or discharge. The
Permittee shall keep an inspection log or summary including at least the date and time of
inspection, observations made, and any maintenance, repairs, or corrective actions taken
by the Permittee. This log of inspections shall be maintained by the Permittee for a
period of five years from the date of the inspection and shall be made available upon
request to the Division or other permitting authority.
5

4. The Permittee or their designee shall inspect the entire innovative waste collection,
treatment, and storage structures and runoff control measures at a frequency to insure
proper operation. The Permittee shall keep an inspection log or summary including at
least the date and time of inspection, observations made, and any maintenance, repairs, or
corrective actions taken by the Permittee. This log of inspections shall be maintained by
the Permittee for a period of five years from the date of the inspection and shall be made
available upon request to the Division or other permitting authority.
5. Where the existing and innovative animal waste management systems are integrated
together, it will be the responsibility of the Permittee to inspect any joint or connected
areas. This includes, but is not limited to, the existing lagoon.
6. Any major structural repairs must have written documentation from a professional
engineer certifying proper design and installation. However, if a piece of equipment is
being replaced with a piece of equipment of the identical specifications, no technical
specialist approval is necessary [i.e. piping, reels, valves, pumps (if the GPM capacity is
not being increased or decreased), etc.].
7. The Permittee or their designee shall keep a log of all operational changes made to the
innovative animal waste management system including at least the process parameter that
was changed, the date and time of the change, the reason for the change, and all
observations made both at the time of the change and subsequently as a result of the
change.
S. A -waste level gauge Shall be installed in each lagoon, and other uncovered waste
containment structures that do not have automatic controls. Caution must be taken not to
damage the integrity of any liner when installing the gauge. Wastewater levels shall be
recorded weekly.
9. A representative Standard Soil Fertility Analysis shall be conducted annually on each
application site receiving -animal waste. The results of these tests shall be maintained on
file by the Permittee for a minimum of three years and shall be made available to the
Division upon request.
ld. Upon introduction of wastewater into the innovative system, and throughout CN-aluation
period, the following analysis shall be conducted at the frequencies listed and a
monitoring report should be submitted monthly to Non -Discharge Permitting Unit, 1617
Mail Service Center, Raleigh NC 27699-1617 and to Water Quality Superv�pr,
Washington Regional Office, 943 Washington Square Mall, Washington, NC 27889:

Parameter
Influent to the
Equalization
Tank
Effluent from
Settling Tanks
Effluent from
Norweco System
Residual
Solids
Flow d
Daily
Daily
Daily
Dail
BOD
Monthly
Monthly
Monthly
Monthly
COD
Monthly
Monthly
Monthly
Monthly
TKN
Monthly
Monthly
Monthly
Monthly
NH -N
Monthly
Monthly
Monthly
Monthly
NO -N
Monthly
Monthly
Monthly
Monthly
NO -N
Monthly
Monthly
Monthly
Monthly
Total Phosphorous
Monthly
Monthly
Monthly
Monthly
Chlorides
Monthly
Monthly
Monthly
Monthly
% Total Solids
Monthly
Monthly
Monthly
Monthly
Copper
Monthly
Monthly
Monthly
Monthl
Zinc
Monthly
Month!
Monthly
Monthly
H
Monthly
Monthly
Monthly
Monthly
11. Representative samples must be taken of any waste that is land applied. Samples shall be
within 60 days of any land application event. If wastes are agitated prior to irrigating
then samples shall be taken of the agitated waste.
12. All records, including maintenance, repair and irrigation records, shall be. maintained on
site and in chronological and legiblo form for a minimum of three years by the Permittee.
These records shall be maintained on forms provided by the Division and shall be readily
available for inspection.
13, During the innovative system evaluation period, a comprehensive report shall be
submitted to the Division of Water Quality every six months after initial start-up of the
innovative system. The report shall consist of all records, logs, and reports as required in
Section III.1 through Section IIIA of this permit. The report shall be submitted to Non -
Discharge Permitting Unit, 1617 Mail Service Center, Raleigh NC 27699-1617 and to
Water Quality Supervisor, Washington Regional Office, 943 Washington Square Mall,
Washington, NC 27889.
14. Regional Notification:
The Permittee shall report by telephone to the Washington Regional Office, telephone
number [phone], as soon as possible, but in no case more than 24 hours following
first knowledge of the occurrence of any of the following events:
a. Failure of any component of the animal waste collection, treatment, and storage and
land application system resulting in a discharge to surface waters.
b. Any failure of the animal waste treatment and disposal program that renders the
facility incapable of adequately receiving, treating or storing the animal waste and/or
sludge.
c. A spill or discharge from a vehicle or piping system transporting animal waste or
sludge which results in, or may result in, a discharge to surface waters or an event that
poses a serious threat to surface waters.
d. Any deterioration or leak in a treatment unit that poses an immediate threat to the
environment.
e. Failure to maintain adequate storage capacity in a treatment unit greater than or equal
to that required in Condition VI 3 of this permit.

r
0 Overspraying animal waste either in excess of the limits set out in the Waste
Utilization Plan or where runoff enters waters of the State.
g. Any discharge that bypasses a treatment unit.
For any emergency that requires immediate reporting after normal business hours,
please contact the Division of Emergency Management at 1-800-858-0368.
The Permittee shall also file a written report to the appropriate Division's Regional Office
of the occurrence within 5 calendar days following first knowledge of the occurrence.
This report shall outline the actions taken or proposed to be taken to correct the problem
and to ensure that the problem does not recur. The requirement to file a written report
may not be waived by the Division's Regional Office.
IV. GROUNDWATER REQUIREMENTS
The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in
15A NCAC 2L, Groundwater Classifications Standards. The Compliance Boundary for a
disposal system individually permitted on or after December 31, 1983, is established at
either 250 feet from the waste disposal area, or 50 feet within the property boundary,
whichever is closest to the waste disposal area. An exceedance of Groundwater Quality
Standards at or beyond the Compliance Boundary is subject to immediate review action
according to 15A NCAC 2L .0106(d)(2).
The REVIEW BOUNDARY is established around the disposal system midway between
the Compliance Boundary and the periiiieter of the waste disposal area. Any exceedance
of standards at the Review Boundary shall require action in accordance with 15A NCAC
2L .0106(d)(1).
2. Any groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
3. A check valve must be maintained at all times between the fresh water supply well and
any connection to an effluent line.
V. INSPECTIONS
Any duly authorized officer, employee, or representative of the Division may, upon
presentation of credentials, enter and inspect any property, premises or place on or related
to the disposal site or facility at any reasonable time for the purpose of determining
compliance with this permit, may inspect or copy any records that must be maintained
under the terms and conditions of this permit, and may obtain samples of groundwater,
surface water, or leachate.
VI. GENERAL CONDITIONS
The issuance of this permit shall not relieve the Permittee of the responsibility for
damages to surface waters or ground waters resulting from the operation of this program.

2. Upon classification of the facility by the Water Pollution Control System Operators
Certification Commission (WPCSOCC), the Permittee shall designate a certified water
pollution control system operator to be the operator of the facility. The designated
operator must hold a certificate of the same type(s) and grade(s) as the classification(s)
assigned to the waste treatment facilities by the WPCSOCC. The Permittee may also be
required to designate a certified back-up operator of the appropriate type and grade to
comply with the conditions of 15A NCAC 8G. 0202. The Permittee shall submit to the
WPCSOCC a completed designation form designating the appropriately certified
operator(s) 30 days prior to the introduction of waste into the system or within 30 days of
classification, in the case of an existing system. The designated operator of the facility
must visit the facility as often as necessary to insure proper operation of the system, but
in no case less frequently than as specified in 15A NCAC 8G .0204(2), 15A NCAC 8F.
0203, or both.
3. Within thirty (30) days of completion of the evaluation of the innovative system by North
Carolina State University (NCSU), the Permittee shall submit a final report to the
Division. This report shall include any recommendations for improvements if the system
is to remain operational.
4. Within thirty (30) days of completion of the evaluation of the innovative system by
NCSU, the Permittee must submit a comprehensive Operation and Maintenance (O&M)
manual if the system is to remain operational. The O&M manual shall include the
following minimum information:
a. As -built drawings.
b. A detailed description of the innovative wastewater treatment system.
C. Warranty information for all installed equipment and each major component.
d. Inventory, functional descriptions, and complete operating instructions for all
installed equipment and each major component.
e. Instructions for start-up/shut-down as well as for calibration and adjustment of all
installed equipment and each major component.
f. Recommended maintenance management system, including preventative and
predictive maintenance, for all installed equipment and each major component.
g. Contact information for local service companies as well as instructions for
replacement of all installed equipment and each major component.
h. Contact information for local contractors capable of performing emergency
repairs.
Contact information for regulatory and other agencies.
5. Within thirty (30) days of completion of the evaluation of the innovative system by
NCSU, the Permittee must submit a comprehensive operator training program to be
approved by the Division if the system is to remain operational.
6. Upon review of these documents the Division maintains the right to reconsider the
innovative system for continued approval.
7. The operating level of lagoons and other uncovered waste containment structures must
not exceed the level that provides adequate storage to contain at a minimum a 25-year,
24-hour storm event, chronic rainfall, plus an additional 1 foot of freeboard. The
maximum waste level shall not exceed that specified in the application submitted.

S. The Division may require any monitoring (including but not limited to groundwater,
surface water, animal waste, sludge, soil and plant tissue) necessary to determine the
source, quantity, quality, and effect of any waste upon the waters of the State. Such
monitoring, including its scope, frequency, duration and any sampling, testing, and
reporting systems, shall meet all applicable Environmental Management Commission
requirements.
9. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division in accordance with North Carolina
General Statute 143-215.6A-6C and may include the requirement to obtain additional
treatment or storage units and/or addition of land application sites, and/or the
modification of the animal waste management system.
10. The issuance of this permit does not excuse the Permittee from the obligation to comply
with all applicable statutes, rules, regulations, or ordinances (local, state, and federal).
11. If animal production ceases, the Permittee .is responsible for developing, implementing
and completing a "closure plan" which will eliminate the possibility of an illegal
discharge, pollution, erosion, and the potential for injury. Closure shall include notifying
the Division.
12. Should the Permittee desire to abandon the innovative wastewater treatment system a
"closure plan" must be submitted to the Division. The closure plan must include
recommendations by a Professional Engineer for the removal of all equipment associated
with the innovative system so as not to create any discharge from the innovative system
or the previously existing wastewater treatment system, and so as to not compromise the
existing wastewater treatment system in any way. No equipment shall be removed
without prior approval from the Division.
13. • The annual permit fee shall be paid by the Permittee within thirty (30) days after being
billed by the Division. Failure to pay the fee accordingly constitutes grounds for
revocation of this permit.
14. This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
15. This permit is effective only with respect to the nature and volume of wastes described in
this permit for the Bobby Harris Farm.
16. This permit is not automatically transferable. In the event there is a desire for the
facilities to change ownership, or there is a name change of the Permittee, a formal permit
request must be submitted to the Division accompanied by an application fee,
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved.
17. A set of approved plans and specifications for the subject project must be retained by the
Permittee for the life of the project.

18. The Permittee, at least six (6) months prior to the expiration of this permit, shall request
its extension. Upon receipt of the request, the Commission will review the adequacy of
the facilities described therein, and if warranted, will extend the permit for such period of
time and under such conditions and limitations as it may deem appropriate.
Permit issued this the 13`h day of June 2003.
NORT AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number AWI400131
I

Permit No. AWI400131
June 13, 2003
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project,
Project Name
Location
for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature
Date
Registration No.
12

LITTLE CREEK HOG FARMS, INC.
r
782 Lower Field Road
AYDEN, NORTH CAROLINA 28513 ilk
C. L. STOKES, ]R. Telephone [phone] E-Mail [e-mail]
Owner Fax [phone]
MAY 2 7 2003
On the Red Hill farm I have installed swinging waterier. TQIQU- ur
water use age more efficient. Also, I have purchased a 4800 gallon haul wagon and
included an additional 19 acres of fescue across the road. This acreage additional plus
the use of the new honey wagon should give me extended flexibility.
Charles L Stokes, Jr.

High Freeboard Evaluation Form
Facility^ Name: geD �6u Facility Number: (40
Person Completing Form: „vim Date Form Completed: _4,_q-p:3
Date Information Due to DWQ: 5 _ a, -03
Extension Due Date: S - . I
Information Received:
Date information received S-,z,7-03
Current Freeboard Yes /No _ Level(s) (in inches)
Freeboard Levels for Previous 12 Months Yes /No Incomplete
Spraying Records for Past 12 Months Yes Z No Incomplete
Rainfall Records For the Past 12 Months Yes,LNo _ NIA ` Incomplete
Cropping and PAN Information Yes ✓No _ Incomplete
Summary of Actions Taken to Restore the Needed Freeboard(s)
Yes ✓ No — Incomplete
Description of Water Conservation Measures In Use
Yes _,Z'No _ incomplete
An updated POA if the Freeboard is still in Violation Yes _ No _ NIA ✓
Detailed Description of Actions Taken or Proposed to be Yes ✓ No _
Taken to Prevent Future Freeboard Violations Incomplete
Date High Freeboard Level Was First Reported to DWQ by Producer-3 -21- o 3 l 7 '
Date of First Violation from Farm Records 3 - Z Z -O 3 1 `t it
Items proposed in the Plan of Actions to Bring the Facility Back into Compliance
Pump and Haul Remove Animals Delay Restocking
Add Land to NNIP ✓� Add Application Equipment ✓
Spray when site is acceptable �_ Others (Please Specify)
HFEF 55-12-03

information for Lagoon(s) or Storage Basin(s) (Add Additional Pages as needed)
Lagoon ✓ Storage Basin (Check as Appropriate)
Lagoon or Storage Basin Identifier
Design Total Days of Storage for the Facility (From CAWN11') ISO
Stop Pump Level for lagoons or the bottom of the storage basin (inches) H ?�
Lowest Liquid Levels Reported in the month of
Month Date
August 6 — Zy - oZ
September
October 10 - S - 0 Z
Level (in inches)
�.
4I
November -0 , L+Z'`
Required Minimum Freeboard (red zone in inches): lei . 2
Does the Minimum Include a Chronic Rainfall Factor Yes
Recorded Freeboard Violations
Date Level (in inches) Date POA Submitted
3 - Z Z -05 1-7 M + reA ygsu �
y-_S-03 41 "
No ✓
5 or 30 day
T FF.F -9.-12_n-; 7.

Facilitv PAST Balance From the CAWNIP (pounds) LJJ 2-8
Did the Facility Comply with its ".NTN3P for the Past 1= Months Yes _ No _
If No, What Violations Were Identified:
From the review of the facilities irrigation records, does it appear that the facility made
optimal use of the days when irrigation should have taken place. if not, please explain:
If the Facility has Installed Water Conservation Devices, what devices were installed and
What Actions have been taken or proposed to be taken by the Facility- to Prevent Future
High Freeboard Violations (check appropriate items):
Better Management of the System
Add Additional Storaee Volume
Add Lagoon Covers
Add Additional Land Application Sites ✓ l� aC�+.es �c�seve.
Add Additional Irrigation Equipment ✓.,� .� `f 8�
Install Water Conservation Equipment
Reduce the Number of Animal at the Facility
Change Type of Operation
Others (please explain):
HFEF 5-12-03 3

If applicable, recorded rainfall data from August 2002 through April 2003 at
Facility," qc>-i31
Month
Amount of rainfall
per month tin iwnmsf
# of days it rained
per month
August 2002
Chuof3t da`a
September 2003
p
Om °f30 da}s
October 2002
om of31 dais
November 2002
om of30 days
December 2002
5.z
am of31 d3w,
January 2003
1.9.5
ou °f31 days
February 2003
1
°"` °r29 days 3
March 2003
Ow °f 31 d3v`
April 2003
i
Ow of30 days
Total Rainfall
Out of 274 days
Comments from Producer:
Comments by Reviewer:_ �VQ <3 ).r474 a. _ _0.c,+�pv ✓ea v�R�c�. ' (d 4 t
HFEF 5-12-03 4

DIVISION OF WATER QUALITY
GROUNDWATER SECTION
May 12, 2003
MEMORANDUM
To: Kim Colson
cc: Willie Hardison
Through: Debra Watts 6
From: Thomas E. Cadwallader, P.E.
Subject: Red Hill Farm 1 Swine Farm Innovative Permit
Greene County
AWI4001311GW03064
Sue Homewood, WGS — CO Reviewer
1
wASH113GZUF� p�(lUtiA� UFF:G..
The Red Hill Farm has a capacity of 3,672 feeder to finish swine. One 5.9 million gallon lagoon serves
the facility. Seventy four (74) acres of land are available for spray irrigation of the wastewater.
The innovative system will include a manual bar screen, a large equalization tank, a solids separator,
a small equalization tank, a Norweco Singulair Bio-kinetic Wastewater Treatment System, and other
associated components and processes. A polymer (Don Lloyd mix) and sanitizer [chloro glass
disinfectant/trichloromelamine (TCM)] are to be mixed with the effluent prior to the settling tanks.
Settled solids will be pumped from the settling tanks to the larger equalization tank for removal by
the solids separator. Clarified liquid will be pumped to the six 450 gallon flush tanks. Remaining
liquid is dechlorinated and then treated by a Norweco Singulair Bio-kinetic Wastewater Treatment
System Model 960. Effluent from the Norweco system will be provided to the animals to
supplement animal drinking water demands.
The Singulair Bio-Kinetic Model 960 Wastewater Treatment System is suppose to provide primary,
secondary and tertiary treatment to the wastewater. The Singulair system consists of pretreatment
chamber, an aeration chamber, and a final clarification chamber. System specifications (included
with the application package) indicate that total holding capacity of the system provides a minimum
of 48 hour retention of the daily flow (18 hours pretreatment, 24 hours aeration, 6 hours
clarification). Design calculations and/or MACTEC Figure 1 indicates that the Norweco system will
treat approximately 5,700 GPD of wastewater that ultimately will be used as drinking water for the
animals.
Additional information about the Singulair system was attained from the company web site.
Reviewed information indicates that the Singulair system is designed to treat 500 to 1,500 GPD of
domestic wastewater in a 24 hour period. The design flow rate through the system (-5,700 GPD -
GW03064.doc
Pagel of 3

Fig. I?) appears to be approximately 3 to 4 times the rate specified in manufacturer's product
information. Additionally, the treated effluent quality is based on domestic strength influent. Waste
analysis data (solid and liquid) is provided in the application package. Based on the waste analysis
data, the strength of the liquid wastewater is well above that of typical domestic wastewater.
Although the "Don Lloyd polymer" and TCM will be mixed with the wastewater prior to the
Norweco system, it is unknown if the strength of the wastewater (Norweco influent) will be reduced
to that of domestic levels.
A Draft Evaluation of Polymer Enhanced Swine Solids Separation Report for a 1997 and 1998 study
was included with the application package. The draft report indicates that. mechanical separation of
hog waste typically reduces total solids and phosphorous by 15 to 25% and nitrogen by 15%. Bench
scale tests to evaluate polymer addition effects suggests increased removal rates of total solids by 70
to 90%, nitrogen by 35 to 50% and phosphorous by 70 to 90%. A full scale test was conducted at a
farm in Bladen County. It was noted that the test lagoon did contain less TKN, total phosphorous
and ammonia -nitrogen than the control lagoon. Even if nitrogen is reduced by 50% by utilizing the
polymer and solids separation, the wastewater strength (influent to Norweco system) would still
likely be greater than normal domestic wastewater strength. .
Based on the design flow rate and the "anticipated" wastewater strength (Singulair system influent),
this office recommends that the applicant clarify that a single Singulair Model 960 system is
applicable for this project and/or capable of providing the level of treatment that is needed to provide
water quality that is adequate for the animals.
TCMlchloro glass disinfectant will be added to the waste stream initially. Dechlorination is to be
provided immediately prior to the Norweco system. A sample tap is to be present prior to the
dechlorination injection tank (before CV-8 and FS-3). A sample tap is not included between the
dechlorination tank and the Norweco system. This office recommends that a sampling tap be required
between the dechlorination tank and the Norweco system. Elevated chlorine concentrations may impair
treatment efficiencies of the Norweco system. A sampling tap would allow residual chlorine
concentrations to be determined if the wastewater has not been effectively dechlorinated. Additionally,
the applicant may wish to install a dedicated meter to provided real time chlorine concentrations. If only
a sampling tap is included, this office recommends that the ORC be required to check chlorine levels (a
hand held meter may be used) at least once a day to verify that the wastewater is being effectively
dechlorinated. The application package references a Panner K 100 CL2 M chlorine analyzer package.
Such analyzer would likely be suitable for verifying chlorine levels after the dechlorination unit.
A conductivity sensor will be used to regulate blending of well water and effluent from the Norweco
system, in order to provide water of a suitable quality to the animals. A check valve is to be located
after transfer pump P7 following T4. A diaphragm valve is to be located between the water supply
well and the tie in of the was effluent for the drinking water make-up line. Although
operating pressures of the well pump versus P7 are not known, the diaphragm valve is not
considered to be suitable for providing an adequate level of protection for the water supply well.
Although the well only serves the hog farm, this office recommends that an backflow preventor be
installed between the well and the diaphragm valve, prior to the effluent tie in.
Additional concerns with the proposed design include:
• Additional piping to allow for off quality plant effluent to be directed to the existing
lagoon
GW03064.doc Page 2 of 3

Confirmation of the schedule for house flushing
Provision for manual over -rides of air actuated control valves
Suitability of the CAWMP with respect to the solids produced in this treatment
system, particularly with respect to the polymer enhanced chlorinated organics.
The Groundwater Section has reviewed the subject new permit application and recommends issuance of
the permit with the following conditions:
1. Vertical Separation Requirements:
Waste application activities shall not occur when the vertical separation between depth of
application and the water table is at less than one (1) foot. Verification of the water table
elevation can be confirmed by water level readings obtained from the monitor well(s) near the
site or auger boring(s), which must be done within 24 hours, prior to application of wastewater.
Any open borings must be properly filled with native soil, prior to application to decrease the
chance of any waste contaminating the groundwater.
2. Liner Requirements:
The lagoon shall have either a liner of natural material at least one foot in thickness and having a
hydraulic conductivity of no greater than 1 x 10-6 centimeters per second when compacted, or a
synthetic liner of sufficient thickness to exhibit structural integrity and an effective hydraulic
conductivity no greater than that of the natural material liner, according to 15A NCAC 2H
.0219(f).
3. Applicable Boundaries:
a. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in
15A NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary
for the disposal system individually permitted on or after December 30, 1983 is
established at either 250 feet from the waste disposal area, or 50 feet within the property
boundary, whichever is closest to the waste disposal area. An exceedance of
Groundwater Quality Standards at or beyond the Compliance Boundary is subject to
remediation action according to 15A NCAC 2L .0106(d)(2).
b. The REVIEW BOUNDARY is established around the disposal systems midway between
the Compliance Boundary and the perimeter of the waste disposal area. Any exceedance
of standards at the Review Boundary shall require action in accordance with 15A NCAC
2L .0106(d)(1).
4. Additional Requirements:
Any groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
If there are any questions please call Tom Cadwallader at 715-6173.
Attachment: Red Hill Farm -- Layout of Facilities
GW03064.doc Page 3 of 3

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V. .
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Innovative Permit - Existing Animal Waste Operations
1. GENERAL INFORMATIO,Nf :
1.1 FacilityName: �Eb FIs_LL &(Ln—
r
1.2 Print Applicant's name(s):
1.3 Mailing address (list one address per applicant):
City, State:kA Zip:
Telephone Number (nclude area code): '—Z2_ r L� L Ef
Mailing address (list one address per applicant):
City, State:__
Telephone Number (include area code):
1.4 County where facility is located:
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers far state roads. Please include a copy
of a county road map with the location of the farm identified):_ �2 Y, ✓k
� U
1.6 Print Farm Manager's name: �--
1.7 Lessee's / Integrator's, name (if applicable; please circle which type is listed):
1.8 Date Facility Originally Began Operation: t C� C1 Sr
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.:L�caunty number); (facility number).
2.2 Operation Description:
NS
1
APR 17 2003 -
1�1L7M-DIvCI�Rn �F P-.ikrl7�'1fVG
The "No. of Animals" should be the maximum number for which the innovative system will serve--"-'
Tyne of Swine No. of Animals Tyne of Poultry No. of Animals Tyne_ of Cattle No. of Animals
0 Wean to Feeder - -- - -- 0 Layer 0 Dairy
0 Feeder to Finish 7 2 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of.Livestock on the farm: _._ � No. of Animals:
FORM: AWO- INN -Existing 5-1-02 Page 1. of 5

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LITTLE CREEK
ROG FARMS, INC.
782 Lowerf'seld Rand
Ayden, NC 28513
F, t, D
APR 17 M

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EMERGENCY PLAN PROCEDURE
In case of any emergency, (ie: broken pipe, leaking tank or valves or any
other mishap) the systems control center will shut down, except for the
sump pump in the systems building. The sump pump will pump all spilled
effluent contained in the system building back to tank number T-1. In case
of any failure by any component, the system will automatically shut down
and activate a flashing red light. Also linked to the control system is a
programmable alarm monitor/dialer. When activated it will follow a
prescribed notification list set by the owner for immediate response to any
emergency. A special feature of this system allows it to continue dialing
until someone on the list answers the call.
All this is in addition to the emergency plan submitted by the farmer in his
initial application.
APR 17 2003
N0N-DlSGHkRQLz PL=RIVIITTING

DIVISION OF WATER QUALITY
GROIENDWATER SECTION .
3 a3
N r E M Q R A N D 7
1-7
TO
rCJLf [ 1'rn�] Re ,ional Office
FRO ;1 I : �U►'Yt 1 r; c et lc E'a
SUBJECT: Application for - PermitRCticival,
4—t ,vwpermit
Co:}r,uENTS.-
Facihty Nome
Courit .
Type of Projcct:
F�-
Purmit lfinenthitew
250'
M AY 16 2003
WASHINGTON REGIONAL OfTWE
0 wrap—
ltcimir/fflrc•rtrricm ofE..visr. Dis/losrrl System /DEHJ
0
APPLICABLE; PERIMIT 10.s: WQ
DEH
EPA (C0INS T. G P-A Nt - I - S
GW 03 4r,
ANIMAL WASTE (DWQ)T"qv_z
A to C
Th; Ground%vater Section has received Q1[��C1_1F (Lj copy of the referenced prrmit application. A copy of the
application sliould have boon sent to }our Region 11 11'ater Quality Supervisor, so please use that cop}' for
ti'our revicw - IF; A COPY HAS NOT BEEN PECEIVED f\ THE REGfO\,1.L OFFICE, PLEASE LET NIE
K O1V.
The Grottnd�,.•ater Scctiori has received 1 copy of the rcCcrcnced pccmit application. A cop}' of the
application% should have been sent to _ Wsir t� _ , DEH's Regional Soil Specialist, so please use
th.i t copy for your review - IF A COPY HAS NOT BEEN RECEIVED TN THE REGIONAL OFFICE, PLEASE
LET ME KNOW.
The GrouncIv.atcr Section received two (2) copies of the referenced prrmit app'ication. One copy of the
application documents tis-c received is attached.
Plcasc review the applicalioi, materials for complctcness. If you feel additional iitformzltion is necessar•please
]ct me ];Ito}}' no later t3ran 2 D A copy of any fo.mcl rcqu^st for additional inCoriz;anon
tic Cor„'arclecl to }•oti, �.�
is?u.
IC you tLj=='nced any ndditional infornialion to c-eaAP1-.te }•our rcvicw, please Ijx�
you t•equest nndlor receive additional ilrforniation, r'�att C�tLIL `
nrj: c1tujLQAa.LuJIt.tuiL_1A_d_a S_,�Ctcr�ou roc ' ' nal infnrmalinn..
19-9STR.AN.SHL (rev. 9/2919S)

is
'MEMORANDUM
TO: Debra Watts - Permit and Compliance Unit
'Groundwater Section
.THROUGH: Wi ��rdison -Groundwater Supervisor
'Washington Regional Office
FROM: ,�`.bavid May,.-- Hydrogeologist-
a. W.ashington;Regional,Office, i f ,: {.:x�`
SUBJECT: Don LloydIinovative Technology System
Red Hill -Farm
Greene County;,Noith Carolina _
Faciiity_ID,Nufnber:(40-131. - . GW: 03064, , ;1,..
DATE: May 7, 2003
The Washington•Regional Office Groundwater Section has reviewed the subject application for
the donstruction•and operation of the "Don Lloyd.System" at the Red Hill Farm.' Based on,the
review of the!applicatidn package; the following comments,.ardisubmittdd for, your. consideration:
1. The Red Hill Farm has a capacity of 3,672 feeder to finish swine and a SSLW of 495,720
pounds. One 5.9 MG lagoon serves the facility..74 acres of land are available for spray
irrigation of the wastewater.
2. A manual bar screen, a large equalization tank, a solids separator, a small equalization
tank, a Norweco Singulair Bio-kinetic Wastewater Treatment System, and other
associated components and processes will be used to treat wastewater generated at the
hog farm. A polymer (Don Lloyd mix) and sanifter [chloro glass
disinfectant/trichloromelamine (TCM)] are to be mixed with the effluent prior to the
settling tanks. Settled solids are pumped from the settling tanks to the larger equalization
tank for removal by the solids separator. Clarified liquid is then pumped to the six 450
gallon flush tanks. Remaining liquid is dechlorinated and then treated by a Norweco
Singulair Bio-kinetic Wastewater Treatment System Model 960. Effluent from the
Norweco system will be provided to the animals to satisfy drinking water demands.
Based on continuous conductivity measurements, groundwater produced from the water
supply well may be blended with the effluent to reduce TDS levels.
3. The existing lagoon and sprayfield are to be maintained as a back-up system.
4. MACTEC Figure 1 suggests that flush tank fill water will be sourced from either the
lagoon or the Norweco system. MACTEC Figure 4 properly indicates that flush water

Memo
May 7, 2003
Page 2
will be bypassed by the Norweco system. Figure 1 should be modified to correctly depict
the flow stream if the flush water (16,200 GPD) is to bypass the Norweco system.
5. The Singulair Bio-Kinetic Model 960 Wastewater Treatment System is suppose to
provide primary, secondary and tertiary treatment to the wastewater. The Singulair
system consists of pretreatment chamber, an aeration chamber, and a final clarification
chamber. System -specifications (included with the application package) indicate that
total holding capacity of the system provides a minimum of 48 hour retention of the daily
flow (18 hours pretreatment, 24 hours aeration, 6 hours clarification). Design
calculations and/or MACTEC Figure 1 indicates that the Norweco system .will treat.
approximately 5,700 GPD of wastewater that will be used as drinking water for the
animals.
Additional information about the Singulair system was attained from the company web
site. Reviewed information indicates that the Singulair system is designed to treat 500 to
1,500 GPD of domestic wastewater in a 24 hour period. The design flow rate through, the
system (-5,700 GPD - Fig.l?) appears to be approximately 3 to 4 times the rate specified
in manufacturer's product information. Additionally, the treated effluent quality is based
on domestic strength influent. Waste analysis data (solid and liquid) is provided in the
application package. Based on the waste analysis data, the strength of the liquid
wastewater is well above that of typical domestic -wastewater. Although the "Don Lloyd
polymer" and TCM will be mixed with the wastewater prior to the Norweco'system, it is
unknown if the strength of the wastewater (Norweco influent) will be reduced to that of
domestic levels.
A Draft Evaluation of Polymer Enhanced Sivine Solids Separation Report for a 1997 and
1998 study was included with the application package. The draft report indicates that
mechanical separation of hog waste typically reduces total solids and phosphorous by 15
to 25% and nitrogen by 15%. Bench scale tests to evaluate polymer addition effects
suggests increased removal rates of total solids by 70 to 90% . nitrogen by 35 to 50% and
phosphorous by 70 to 90%. A full scale test was conducted at a farm in Bladen County.
It was noted that the test lagoon did contain less TKN, total phosphorous and ammonia -
nitrogen than the control lagoon. Even if nitrogen is reduced by 50% by utilizing the
polymer and solids separation, the wastewater strength (influent to Norweco system)
would still likely be greater than normal domestic wastewater strength.
Based on the design flow rate and the "'anticipated" wastewater strength (Singulair system
influent), this office recommends that the applicant clarify that a single Singulair Model
960 system is applicable for this project and/or capable of providing the level of treatment
that is needed for provide water quality that is adequate for the animals. [Norweco

Memo
May 7, 2003
Page 3
manufactures two other wastewater package plants (Travalair and Modulair) with higher
treatment capacities than the Modulair system. However, the two other products only
provide.secondary levels of,treatment.]
6. TCM/chloro glass disinfectant will be added to the wastestream initially. Dechlorination
is to be provided immediately prior to the Norweco system. A sample tap is to be present
prior to the dechlorination injection tank (before CV-8 and FS-3). A sample tap is not
included between the dechlorination tank and the Norweco system. This office
recommends that a sampling tap be required between the.dechlorination tank and the
Norweco system. _ Elevated chlorine concentrations may impair treatment efficiencies of
the Norweco system. A sampling tap would allow residual chlorine concentrations to be
detehnitied if .the wastewater has not been effectively dechlorinated. Additionally, -the
applicant may wish to install a dedicated meter to provided real time chlorine
concentrations. � If only a sampling tap is included, this office recommends that the ORC
be required to check chlorine levels (a hand held meter may be used) at least once a day
to verify that the wastewater is being effectively dechlorinated. (The application package
references a Panner K 100 CL2 M chlorine analyzer package. Such analyzer would likely
be suitable for verifying chlorine levels after the dechlorination unit.)
7. A conductivity sensor will be used to regulate blending of well water and effluent from
the Norweco system, in order to provide water of a suitable quality to the animals. A
check valve is to be located after transfer pump P7 following T4. A diaphragm valve is
to be located between the water supply well and the tie in of the wastewater effluent for
the drinking water make-up line. Although operating pressures of the well pump versus
P7 are not known, the diaphragm valve is not considered to be suitable for providing an
adequate level of protection for the water supply well. Although the well only serves the
hog farm, this office recommends that an RPZ backflow preventor be installed between
the well and the diaphragm valve, prior to the effluent tie in.
A sampling tap is located after the conductivity sensor before the tie in with the well
water supply line. The location of the sampling port may allow characterization of the
effluent from the Norweco system to be made, but not the "blended" water quality.
Although sampling of the blended water may be completed in the hog houses, this office
recommends that another sampling port be added to allow proper sampling of the blended
water.
9. The control logic and Figure 1 indicate that flush tanks 1, 2, and 3 will flush in one cycle
and flush tanks 4, 5, and 6 will flush in a separate cycle. (Tanks are to flush every four
hours and/or 6 times per day. Based on Figure 1, tanks 4 to 6 will flush approximately 2
hours after tanks 1 to 3. Flush tank numbers are identified on Figure 4. Flush tanks are

Memo
May 7, 2003
Page 4
not identified on Figure 1. This office recommends that flush tank numbers be marked on
Figure 1. Additionally, using the flush tank numbering logic, as listed on Figure 4, and
the flush cylcle intervals per tank, as listed on Figure 1, the outer hog houses would
receive "full flushes" (both tanks dump) every four hours, whereas the middle house
would receive a "half flush" (1 tank dumps every two hours). This office recommends
that:the flush tank numbers on Figure 4 and the Schedule for House Flushing by tank
number be confirmed (and/or clarified). (It was noted on calculation sheet T1 that 1.5
houses would be flushed at a time, which is consistent with Figures 1 and 4.)
10. As designed, all of the water treated by the Norweco system.will be used as'drinking
water for the animals. Based on the provided figures, the Nor vi+eco-system ,is not plumbed
to discharge treated water to the lagoon or provide water for,the flush tanks (flushing and
the lagoon do not require high quality water). It may be advantageous to allow for
effluent from the Norweco system to have the ability to be able to be discharged into the
the lagoon. This office also recommends that treated flush water have the ability to be
discharged to the lagoon. (A dishharge point prior to the ball valve that follows the
sampling tap after CV-8 may be feasible.)
11. Control valves are air actuated. Should the Norweco system go offline for an extended
period or fail to provide sufficient treatment quality, it would be beneficial to ensure that
the Norweco system could be bypassed, still allowing the flush tanks to be filled by
wastewater that has been at least been processed through the settling tanks and the solids
separator. It should be ensured that the controls allow for manual overides to allow the
Norweco system to be completely bypassed for extended periods if required.
12. Based on Figure 1, it is anticipated that the Nonveco system will provide approximately
70% [5,739 GPD/(5,739 GPD t 2,106 GPD)] of the potable water provided to the hog
houses. Tank T-4 (Norweco effluent tank) has a capacity of 275 gallons. Should effluent
quality be less than expected, and the conductivity sensor requires a higher volume of
makeup water to be provided by the well than anticipated to increase the quality of the
provided drinking water, is Tank T-4 sized appropriately to account for such issue? (Note
that control logic was not thoroughly reviewed. Therefore. the. noted concern may not be
a problem. T-4 does have a high level alarm and a high level switch.)
Other components appear to have an overflow return to the lagoon. Instead of an
overflow for T-4, would a 50% dump (to the lagoon) feature be feasible (add mid level
sensor, two way air actuated control valve, add/modify control logic, pipe to lag000n?).
Such feature would still retain a volume of water to be used for drinking water, while still
allowing the Norweco system to process more water versus going off-line). Also, will T-
4 have a drain point to discharge to the lagoon (the water is still considered wastewater,
so it can't be drained to the ground)?

Memo
May 7, 2003
Page 5
13. The applicant indicates that solid waste produced by the wastewater treatment system will
be applied to the facility's permitted acreage at agronomic rates, as referenced in the
CAWMP. The majority of solids currently produced at the facility accumulate at the
bottom of the lagoon. Because solids are typically stored in the lagoon, they are
infrequently. removed and disposed of (land applied) at most facilities. Waste analysis
data (March 13/2000 included in application) for solids produced from the facility
indicates high levels of nutrients (higher than liquid, as expected). Although the
treatment processes should reduce nutrient levels in the "fresh" solids, the degree of
reduction is unknown at this time. Therefore, it is difficult to say whether the available
land that serves the farm is adequate for application of 100% of the solid waste to be
generated at rates that do not exceed agronomic rates. This office recommends that the
applicant further clarify how solids produced by the wastewater treatment system will be
managed.
This office supports the use of innovative technology systems at hog farms. The proposed
system has the ability to reduce the volume of higher strength wastewater that is spray irrigated at
the farm, which should reduce the probability for groundwater impacts. Although the Red Hill
Farm falls under the criteria allowing the facility to be evaluated per the "Two Year Plan" (NOD
issued 2/3/99 for overapplication), this office does not recommend that a groundwater quality
monitoring program be implemented for the facility at this time, even though the lagoon and
spraylields will be retained as a back-up wastewater treatment and disposal system. The
modifications to the farm are not being conducted under the "Smithfield Agreement" (to this
office's knowledge). However, the owner is making an effort to improve the facility. Previous
guidance suggests that groundwater monitoring programs should not be pursued during the
permit application process for farms that are implementing "innovative" technology. However,
this office recommends that the above noted concerns be considered.
Should you have any questions or require additional information concerning this matter, please
contact me at [phone], extension 357.
cc: WaRO - GW

Fla
OF WATER Michael F. Easiey, Governor
`OCR QG William G. Ross Jr., Secretary
orth Carolina Department of Environment and Natural Resources �r
�, q RECEIVED'/ DEI"i1 I�D,3
a � ON GROU14OVIATER SECTION Alan W. Klimek, P.E., Director
'C Division of Water Quality
03 MAY -2 AM 10: 40
May 1, 2003 2
Mr. Charles L. Stokes, Jr.
782 Lower Field Road�� ^'
Ayden, NC 28513
1
i t
Subject: Application No. AWI400131 MAY 6 2003 '
Additional Information Request
Red Hill Farm t ­___
Innovative Animal Waste ManagA&Vj§ygf&REG ON,1L OTFICE ��
Greene County •— 0"C _._..
Dear Mr. Stokes:
The Non -Discharge Permitting Unit has conducted a technical review of the subject permit application package and
additional information submitted April 15, 17, & 21, 2003. Additional information is required before we may
continue our review. Please address the following items no later than May 29, 2003. Please note that the
Groundwater Section and the Regional Office have not completed a review at this time and further requests for
additional information may be necessary.
1. Please provide an emergency action plan that details steps to be taken with regard to the innovative
treatment system in case of emergency or equipment failures. The emergency action plan submitted
April 17, 2003 lacks sufficient detail as to the exact steps to be taken by the system attendant during an
emergency.
2. Please provide a detailed narrative of the availability of a solids storage facility and application
equipment.- The narrative submitted April 17, 2003 lacks sufficient detail as to the storage capacity and
use of application equipment for the separated solids. If the solids are to be composted off -site, an
agreement with a permitted compost facility must be included. If the solids are to be composted on -site
and distributed off -site, a Distribution of Animal Residual Solids application must be submitted.
3. Please provide complete buoyancy calculations for all below grade structures. Some buoyancy
calculations were submitted, however, the final results of the calculations are not legible.
4. PIease provide the anticipated chlorine injection rate into the waste stream. Also, please provide a list
of any byproducts generated by the injection of chlorine into the high organic content waste stream.
5. The submitted specifications for the Norweco system list a daily treatment capacity of 1,250 gallons per
day and a minimum of 48-hour retention of the daily flow. The design flow rate for the Norweco
system is listed as 22,075 gallons per day. Please provide detailed calculations and description of the
design purpose and efficiency of the Norweco system.
6. The submitted design plans are stamped "Preliminary Copy" and " Not for Construction". Please
provide sealed final design plans.
7. Please provide design plans with pipe inlet and outlet elevations.
The information submitted on Figure 4 describes pump P-3 as 0.75-hp at 60 gallons per minute. The
pump curve provided for P-3 is for a 1.0-hp pump. Please provide clarification of the pump to be used.
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
DENR Customer Service Center
An Equal Opportunity Action Employer
Internet httpJ/h2o.enr.state.nc.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% rocycled/10% post -consumer paper

9. Please provide system calculations for pump P-9: '
Please be aware that you are responsible for mAtinK"all iequirements"set-forth in North Carolina rules and
regulations. Any oversights that occurred in the review of the subject application package are still the responsibility
of the applicant. In addition, any omissions made in responding to the above items may result in future requests for
additional information.
Please reference the subject application number when providing the requested information. Six copies of all revised
and/or additional documentation should be signed, sealed, dated as necessary, and submitted to Sue Homewood at the
address above: Please note that failure to provide this additional information on or before the above requested date
may result in your application being returned as incomplete.
'If -you have any questions regarding this request, please do not hesitate to contact me at [phone], extension
734. Thank you for your cooperation.
Sincerely,
M. Paul Sherman, P.E.
Fayetteville Regional Office
Cc: Don Lloyd, Environmental Technologies, LLC
Andrew Rodak, Mactec Engineering and Consulting, Inc.
Paul Sherman, Fayetteville Regional Office, Water Quality Section
Scott Vinson, Washington Regional Office, Water Quality Section
�TomCadwalladEr, Groundwater"Section, Central-Offico
Permit Application File AWI40 3

DIVISION OF 1V,s.TER QUALITY
GROUNDWATER SECTION
�1 51 LID �
TO:, UJ�I�f �. r J _ G.f 1 10V'N
Gt 0;Z RegionalOftice
FRO.I[:
SUBJECT: Application for Permit Rcijewal,
A'ew Pe)-mit
COMIV ENTS:
5�(
�4 `' =
Ufl I APR 2 9 K03
15fi tilt ;(!', r_. iC.UI rl t.
/� Pc�rrrtirArrtertrl+rrcwt
P%yrrirbliterorion of E.vist. Dislrosrrl S}•sreln /D.EHJ
FncilityName: RA_ 4-cfl F4,tr•n_ - _....�
Courity: 61 ree?I C.,
Type of Project: _ 'i'1t��U �- ✓
r\PPLIC.6BLE PI RINUT i\O.s: NV'Q
DEH
EPA (CONST. GRANTS)
AN[ A1, WASTE (DW'Q)��!
AtoC
Th:: Groundwater Scct ion has received (1) copy of the referenda permit application. A copy of the
application should have been sent to your I2egionZI Water Quality Supervisor, so please use th It copy fo-
•our revicw - IF A COPY HAS NOT BEE-.,' RECEIVED IN THE REGIONAL OFFICE, PLEASE LET i SE
KN0w.
The Ground% titer Scction leas received nN LY O\F f 11 copy or tlic referenced pernli(application. A copy or tice
application should have been sent to , DE11's Regional Soil Specialist, so please us=
that copy for your review - IF A COPY HAS NOT BEEN RECEIVED T\ THE REGIO\AL OFFICE PLEASE
LET ME KNOW,
Tito Ground% ater Section received two (2) copies of the refercrnccd permit application. One cop)' or the
application documents we received is attncliccl.
Please review the application niaterials for completeness. If you feel-%6tlition2l hiformation is r.Cccssar'v, p'=as°
let me know no Inter tlhars A copy of any formal rcqucst for additional ill`oar='ion
%.'ill be forwarded to you.
Ir you clo trot need ny additional inforninlion to complete your revicw, please }provide your f rint comments
bti (� If you request nndlor receive additional inforwation, roI' r�"�. t.......�
:LC.C_il`lLl:1LR_ia.Le t'�L'1.LLL�t111 �• s• ,�.�ii't: :+ t 1S i t i n n :li_l.t1C2t�i�tL^ n.
19-9STfLAN.S.HL (rev. 912 919 8)

F WATF
OHO ROG Michael F. Easley, Governor
William G. Ross Jr„ Secretary
T_ North Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E.. Director
Division of Water Quality
April 21, 2003
MEMORANDUM
TO: Jim Mulligan
AFFKQr,Nloiaberrji
Paul Sherman
FROM: Sue Homewood
RF: Permit for Don Lloyd System at the Red Hill Farm
Smithfield Agreement
o'� C:) Q'
_.
Please find attached the submitted permit application regarding the permit for the Don Lloyd System to
be evaluated through the Smithfield Agreement.
Please review the attached information as soon as possible, but no later than May 5, 2003 and
immediately email me if you have any concerns or issues that need to be addressed from your review
or from your site visit. Written comments may be submitted when the review is final and all additional
information items have been addressed.
Any additional information required of the applicant will be requested in one document sent out through
the NDPU.
If you have any questions regarding this project or the proposed process please do not hesitate to
contact me immediately.
Cc: Permit Application File AW 1400131
r.a
��A
Non -Discharge Permitting Unit Internet hftp://h2o.enr.nc.slate.us/ndpu r 4 C D E N R
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled/100,o post -consumer paper

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'cems
Name: HOOKERTON Location: 035' 28' 05.3" N 077' 30' 30.6" W
Date: 5/5/2003 Caption: Red Hill Farm
Scale: 1 inch equals 2000 feet
, Mapiech, Inc.

44,
.•
a
hndex
Introduction
2. Permit Application
3. Control Logic
4. Tank and Pump Calculations
5. System Costs r l'sGc�
6. -Separators,.
7. Waste Calculations
8. TCM/Trichloromelamine;9
9. Composter
10. Conductivity Controller
1 I . Diaphragm Valves and Sensors
12. Building Specifications
13. Pumps 1-9
q Sr A5 -tC_ -M ► j Xrz—
rs BA-2 Sc.kEC-_tj
r(P cT k6o-,;o, Q_"fq-ui" Inserts
N.C. State testing of separator- resLalts
N.C.S.U. and University of Florida. testing and results
of solids as a fertilizer

I The following pages are to help present an Understanding of ]low this
first of a kind system is designed to do away with lagoons and make a
healthier environment for the swine and the people who raise them.
Operation of the system, will help to alleviate the polluting of our
streams and aquifers.
We are certain that neighbors surrounding the swine farms, as well
as the general public, will appreciate the reduction in odors and over
lspTayifg-ofland-from swine operations.
This presentation is solely for the purpose of making the proper
regulatory persons aware that a permit should be issued to begin
construction of this innovative system on a finishing farm, but can be
adapted to any size or type of farm. The system can be used'on ia!"ms
that use flush or pit recharge, and are sow, nursery, finishing. or a
combination of these type of farms.
Tl�e�!yy em_will�at ail tunes lave -an exlstil�g-lagoon for backup,
- .. _ .
for the betterment of the-farme-r-s; _sw_ine,�and-also for-tltie..general-publ.ic.
This written introduction, is not to be considered a thesis on
hog waste, to obtain a Doctoral Degree. It is only to be considered for
the issuance of an alternative lagoonless hog waste system.
Please consider my approach as it is delivered, and that would
be in a straight and forthright manner.
Thank you,
0

•
1. The EQ tank(T-1) is being constructed by Warsaw Welding of Warsaw,
NC and is made of 1/4 steel plate, epoxy printed and epoxy painted inside
and out by Hudson Painting Co. of Mt. Olive NC.(See Detailed Drawings
page 2.3)
2. The EQ tank(T-2) is sized to receive 1 / 12"' of� the waste and flush water
from under containment barns each flush. The solids holding basin is a
poured concrete containment basin with a sloped floor- and is a
containment point for solid storage while awaiting removal from
the farm. Any surplus liquid goes into EQ tank(T- l) by gravity.
Tank (T-2) is 275Gallons.(see detailed drawings)A poly tank (T-2)
is used to take the effluent from the separator and pumped to
Settling Tanks(ST-1) and (ST-2). The effluent not pumped at a given
rate uses gravity flow back to EQ tank (T-l) for recycling through
the separator again. The overflow pipe is 6"PVC and the pressure
effluent pipe is 2". Polymer and sanitizes is primped into the effluent
line before the Settling tanks, and is mixed in line by a static mixer which
is sized to handle and thoroughly mix the amount of" effluent that is
calculated to be flowing till-ough the pipe.
3. Polymer used is an anionic blend originally mixed by Don Lloyd.
It is very inexpensive compared to other polymers. It is
ingested at a rate of 1/2 quart per 2000 gallons of separated affluent.
It is processed exclusively by a licensed and registered company in
Maryland. If enough systems go online in NC, it will be batched
in NC and be tanker trucked to farms at ail more reduced rate.
The tank is a 330 gallon fiberglass tote manufactured to handle the
polymer. It has a level sensor and alarm.
4. TCM is a sanitizer that is injected into the effluent line before the
Settling tanks. It is used by the military for sanitizing purposes and
approved by the FDA, USDA, and other flederal regulatory agencies.
It completely kills the E-Colt, Salmonella, and all other harmful
bacteria. It is mixed inline by a static mixer.
The tank is a 330 gallon fiberglass tote and has a liquid level alarm.
5. Settling tanks (ST- l) and(ST-2) are hopper shaped tanks, made of
1 /4 "steel, epoxy primed and epoxy coated and sized to handle the
separated effluent from the separator, and where flocculation (the

•
formation of large settleable particles called "Floc") occurs. The
"flocs" are allowed to settle to the bottom of the tank. This can be seen
through a 2" clear pvc tube installed for this reason. All ef'lluent: exils
from the tank outlets at the bottom of the tanks, From the settling tanks,
the settled solids are pumped to the EQ tank(T- I) for removal
by the separator and the clarified liquid is pumped to the slush tanks
in front of the barns.
6. When they are filled, the remaining sanitized liquid goes to a
Norweco Tablet Dechlorinator (See Packet) where the residual
Chlorine is removed. From there it goes to the Norweco system
Tank (see packet) where it: is made into potable water. The potable
water then flows through a conductivity controller where any excess
TDS is reduced by the controlled addition of fresh water and
given to the pigs as drinking water.
The operation is controlled by an electromechanical controller designed
and built by Panner Sales Co. of Frankton Illinois, Panner Sales Co.
is known worldwide and highly respected for their cEistomized
control systems.
Emergency
In case of an emergency, (i.e. broken pipe, leaking tank, or any other
mishap) the systems' control center will shut down, except for the sump
pump in the system building. Tile sump pump will punip all effluent
that spills because of a broken pipe etc, contained in the system
building and it will flow directly into the existing lagoon. In case of
any failure by any component, the system:wi'll shut down and an
emergency flashing light will be activated.';'
Maintenance
The maintenance of the system other than cleanliness will consist of:
1. cleaning the screen oil the separator once a Week as needed
2, cleaning of EQ tank (T- I) once a week as ii-� Cled
3. check all pumps (visually) once a Week as needed
. 4. check level of polymer and TCM (visually) once a week as needed
5, check manual controls oil controller once a week as needed

• The liquid polymer and TCM will be stored in fiber tanks that
will hold 2000 gallons, once the system is approved. The polymer and
TCM will be stored in 330 gallon fiberglass "totes" until approval.
The figures used to determine the amounts offeces, urine, and
spillage are stated In documentatlon by NCSUINCDA liquid manure
slurry spreadsheet 4633-39 January 1995 and have been confirmed
as recently as February 28, 2003 by retired professor Jiin Barker of
NCSU.
The amount of f7us11 water is determined by measuring the
existing tanks and confirming the amount of Blushing by the farmer
Chuck Stokes.
E
F-1
LJ

01/14/2003 09:38 919-715-6048 DWO NON DISCHARGE RR i PAGE 03
•
3. REQUIRED ITEMS CHECKLIST i
Phase indicate that you have included the following required items by signing your initials in the[
spacc provided next to each
item.
•
3.1 One completed and signed original and four copies of the application for Innovative Permit -
Existing Animal Waste Operations:
3.2 One original and four copies of a detailed narrative of the innovative system; #
3.3 Five copies of a general location map indicating the location of the animal waste facilities an
field locations where animal waste is land applied;
3.4 Five sets of all engineering documents, including but not limited to: calculations, equipment
specifications, plan and profile drawings to scale, construction materials, supporting equations or
justifications;
3.5 Five copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facilit
does not have a CAWNIP, it must be completed prior to submittal of a permit application for
animal waste operations.
The CAWNIP trust include the following components. Some of these components may ► Vr
have been required at the time the facility was terrified but should be added to rile -
CAWMP for pe►mitring purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.31 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.) ' I
3.3.3 A snap of every field used for land application. I
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 its the WUP. I
3.3.7 The PAN applied to every land application field. Z
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.4 The required NRCS Standard specifications,
3.3.10 A site schematic. E
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.CD
3.3.13 Odor Control Cheeltlist with chosen best management practices noted. 4.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Operation and Maintenance Plan. I `p
If your CAWNT includes any components not shown on this list, please include the
additional components with your submittal. 'I
l
I
de

01/14/2003 09:38 919-715-604B DWQ NON DISCHARGE BR 1 PAGE 04
Surface Water Classification. This form trust be completed by the appropriate WQ regional office and
included as a part of the project submittal information.
INSTRUCTIONS TO NC PROFESSIONA LS:
The classification of the downslope surface waters (the surface waters that any overflow from �e facility would flow toward)
in which this animal waste management system will be operated must be determined by the appropriate DWQ regional office.
Therefore, you are rewired, prior to submittal of the application package, to submit this fo ' ,with items 1 through 6
completed, to the appropriate Division of Water Quality Regional Water Quality Supervisor (s a page 6 of 10). At a
minimum, you must include an 8.5" by I Y copy of the portion of a 7.5 minute USGS Topogra hic Map which shows the
location of this animal waste application system and the downslope surface waters in which th v will be located. Identify the
closest downslope surface waters on the attached map copy. Once the regional office has co tpleted the classification,
reincorporate this completed page and the topographic map Into the complete applicatlo form and submit the
application package.
I. Farm Name: c LL f
2. Name & complete address of engineering firm:
MAc7 ,c &J6,-6-rR/N(. AOD CoNSviTiNG
3�01 A+IG,¢ic I'll
n e
ales i, N760
�elepX6C' z
number: ( 4 i 9) $-+b _O f 16
3. Name of closest downsfope surface waters: C0,0TE•►�ruLA CREW
104. County(ics) where the anitnal waste management system and surface waters are. located
5. Map name and date 44 ¢okEp.r (.a ti) 1 f 1t' 1 °3
6. NC Proc�sY +Ei,':r B t' propriate), Signature, and Date:
4.k . �y,.eera.,
r
rl r "a, •.4.. 'ram ,^`,. ,a.
•'i. C:.'i' �.,, ;tit•
TO: REGIONAL WATER QUALITY SUPERVISOR
I
Please provide me. with the classification of the watershed where this animal waste management
ccinsirttctcd or field located, as identified on the attached map segment(s):
Name of surface waters:
U 1 —
z r
ility will be or has b
ee
n
Classification (as established by the Environmental Management Commission)-.4=
Proposed classification, if applicable:
Signature of regional office personnel:
(All attachments must be signed)
D ate: I — 11*0_�' L

01/14/2003 09:36 919-715-6046 DWO 14ON DISCHARGE BR PAGE 05
i
PROFESSIONAL ENGINEER'S CERTIFICATION:
I, 2a'D 4 k attest that this application for. -7 E"p 44 FAA2 1r 4 S7E
S s has been reviewed by me and is accurate, complete
and consistent with the information supplied in the engineering plaits, calculations, and all other supporting documentation to the best
of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with the
applicable regulations. Although certain portions of this submittal package may have been developed ly other professionals, inclusion
of these materials under my signature and seal signifies that I have reviewed this material and have jud ed it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143.215.6A and 143-215.6B, any person who knowingly makes any
false statement, representation, or certification in any application shall be guilty of a Class 2 rnisdemcar or which may include a fine
not to exceed $10,000 as well as civil penalties up to S25,000 per violation.
k1111121111/11r
North Caroligal %ineer's seal, signature, and date. a
>
- C6
re�- eAl.. r/;4411 � i y fTi
024g6 m er C
rn rn
' Vy tit. �, :" 7-
1?Cltii '011
APPLIC4.N 'S C'E.jRTIFIC/ATION:
OI, r`t �`'� • �r (Applicant's name(s) listed in question 1.2), attest that
this application for' �Pd zzi f l r_ck ►- (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 i all required pans of this
application are not completed and that if all required supporting information and attachments are not inc ded, this application package
will be returned to me as incomplete, Note: In accordance with NC General Statutes 143-215.6A and 1 3-215.6% any person who
'knowingly makes any false statement, representation, or certification in any a plication shall be guilty o fa Class 2 misdemeanor which
may include a fine no a eed $1 ,000 as wel s civil pens ties p to S ,OOO per violation.
Signature Date
Signature Date
MANAGER'S CERTIFICATION: (complete only if different from the Applicant)
(Manager's name listed in uestion 1.6), attest that this
application for (Facility lame listed in question I.1)
has been, reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if 411 required parts of this
application are not completed and that if all required supporting information and attachments are not incl ded, this application package
will be returned as incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-21.613, any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of 2 Class 2 misdemeanor which
may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature bate
THE COMPLETED APPLICATION PAC:KAOE, INCLUDING ALL SUPPORTING INFORMAT ON AND MA7EPUALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS'
0 NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
161.7 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]

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JOB NO. — O OUf O SHEETI _ OF J
MAC T E C PRASE TASK
MACTEC Engineering and Consulting, Inc. JOB NAME t�._..1'^ Lae.,: �+c/ vE
r
��
3301 Atlantic Avenue BY DATE I 0 7
_ _
Raleigh, NC 27604
CHECKED BY g OEM DATE //M12
_Sfry 5s.„o,(,? S, S o-►7 . Rr%fC _��I �...r. iTl �„
r
its
of._..
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:
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ere-tee_�.__.,z
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yjq
. . .. ... .....,....._..... ...:....._....
130:6} iS) [3� i
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E :
......... f...A��;��'f... p �.... ...jq �..
... ...5.,...- 3. '.
......... CiQ.A..S�}N� , .....�_...tioQ.C*Q.v1
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'C!�v�
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S,M Ld°
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i
K..p .. '3.
.. ._ =. 13a6)(5)�z + (iy�.c) (3)� = .750,ll.� r ".�
'�/z.(Or.33)

MACTEC .�oBNO. 6�—O3`o01u SHEETT� OF_TZ
PHASE TASK O/
OMACTEC Engineering and Consulting, Inc. JOBNAME
3301 Atlantic Avenue BY Am fL DATE
Raleigh, NC 27604
CHECKED BY DATE 11 QI e )
ij

r
PERMITS
EXCAVATING
COST ESTIMATE FOR STOKES FARM
AYDEN, NORTH CAROLINA
500.00
ditching pipes and electric-400R. Total
8hrs.@100.00
800.00
eq. Tank
3hrs@100.00
300.00
pad for building
3hrs@10O.00
300.00
backfill
2hrs@100.00
200.00
1,600.00
CONCRETE
slab/floor 10yds concrete
225.00 pr. Yrd
2250.00
footings 3yds
225.00 pr. Yrd
675.o0
2,925oo
BUILDING
material
6606.00
labor
3100.00
9,706.00
TANKS
material
4 @2545.50
10,182.00
transportation
900.00
*VALVES AND SENSORS
11082.00
diaphram valves -o/c
7@532.00
3724.00
flow sensors
3@1243.92
3729.00
flow control valves
3@1466.00
4398.00
injection quills
3@43.19
129.00
2' saddles for quills
3@15.91
48.00
12028.00
PIPING AND HAND VALVES
assorted
ELECTRICAL
material and labor
CONTROL PANEL AND SENSORS
panner company
battery pack
chlorine fill level sensor
SEPERATORS
1-250 g/p/d
DUMPS
eq tank
estimated 2000.00
estimated 6000.00
12731.00
371.00
365.00
13467.00
100 g/p/m 495.00

return to eq
seperator to polymer
transfer to chlorine
treated water return
polymer metering
chlorine metering
PUMP SLIDE IN EQ
LABOR PLUMBING: ;Vu ETC.
ENGINEERING
TESTING
•
•
100g/p/m
3/4 hp
295.00
60 g/p/m
3/4hp
295.00
30g/plm
3/4hp
295.00
30g/p/m
1112hp
354.00
94g/p/d
659.00
30g/p/d
223.00
2616.oc
694.0
3men-3 weeks 5200.00
estimate 3500.00
estimate 1500.00
sub total 78,818.oc

-FAMILY OF SEPARATORS-
Omm FA I
REMOVES WATER FROM SOLIDS IN SLURRY
Contact us or send samples for test runs of other applications.
L
HIGH
WIDE
LONG
SCREEN S.S.
WASH
NOZZLES
INLET
OUTLET
CAPACITY
MOTOR
WT.
100
61411
24"
6' 4"
1/16" PERF*
—
2" NPT
2' 4"
100 GPM
1/2 HP
250#
250
51511
4' 0"
611011
1/16" PERF*
6
4" NPT
6" O.D.
250 GPM
1/2 HP
385#t
500
917
4' 0"
9' 8"
1/16" PERF*
12
4" NPT
6" O.D.
500 GPM
1/2 HP
550#
1000
81011
61511
8' 9"
1/16 PERF*
24
8" NPT
12" O.D.
1000 GPM
—
925#
3500
14' 0"
101211
12'
1/16 PERF*
—
16" NPT
24" O.D.
3500 GPM
—
3200#
30-60#
PRESSURE 3 GPM *OTHER OPTIONS ON REQUEST
1-541-938-6336
200 PIGS FEED 20 COWS FREE!
16% PROTEIN
FEED FLUSH
} COLLECTED
NOG MANURE
SEPA RA TOR
SCREEN
!�
SLURRY PUMP ROLL PRESS
.�' 134o PROTEIN
IRRIGATION PUMP CATTLE FEED
1�
85% OF THE MANURE
NUTRIENT VALUE GOES
WITH THE SEPARATED LIQUID.
VIEWS
OF
MODEL
100
THE SOLIDS FROM MANURE MAY BE USED FOR:
• Bedding • Fertilizer • Garden Mulch and
• Feed for Gestating Sows, plus other applications
ENERGY EFFICIENT
• Saves Separated Liquid for Irrigation
• . Produces Quality Product
Distributed by:
KEY DOLLAR CAB, INC.
114 Southwest 5th
Milton-Freewater, OR 97862
1-541-938-6336
IP 6! 522 2M 5196 MAC

RECEIVE D
•k-N.�•Vd;L!(L�
WAT cr'mwer.. h Enrironmcntal Copi To: County Extension L)Ircctar
APR 1 5 2003 Attn:Clon Lkgd 11S1?A-NKS-Wayne
703 S, G eurge St.
bng Cokisbncu, NC 27530
WasN7rAnmla.
szs effort " p:
i/t3r'OU Wayne County _
Sa a iu6a, I Wtleeri a irt� , alit esst6ei vttse: a' _ __ , - -
Sar►rple ID ' . N P Il Ca . S Fe Abs %n 61 Iwo y cl %
I'•;. "d 9799 M 17859 1942 113795 6737 1672 24475 261 264 158 0 y
Sa L.I og by -.'Y Al M vH 11 IV YH ,M 11 d1 vA
Waste cads: rY1]$
SSS -NY)3 Na Ni Cd Pb At Se ii 11 Ss C:N 1J V% GcF% ALEdlow
lDescrfpllarr: OR -IV 2070 32.93
litiinc Stifface �y� (�[� J(��� �( ccoonmcnit;tiiooe: 1�eitiae> a�NY LIr t if .i %.4 ^i?&il�iivi 11►dit .t r_ + v!�_f ' X. , - i Yy .�T� vRJSi
^r•)41fil,lJ4 -ii T7.+lS/r/'.4' .•►I'. yF •stl 't'-. '+Ca _ g�is .].`: r -.r•, •i:- { --:- r.. ./ :l. ra:. ..:i i s -•:1',- - - -
r n )
2.
.6'�a.
•r�[ '. 3' µ Q 'S'�'.� t'.;e.Yr�-, -t 7i. •�.. ' [-.. . Q OT;.".. 't4t 6.{ ds.,,y,. Z.S. i r { ` _-�'�;'��r�.�.,,.;:, �".:• ..
i'crri� c Cufr>. L�ari�o "Ruts:prr
�mpleLa N P 9 Ca :S Fe 41n 'Zn Cm 8 No cl C
1 i"U![d 147 Al 17.6 2IU 157 31t.5 2259 20.1 0.51 1.38 0.14 I.10
L1� by • `! t L :1l m vH va :11 M :il m
-arts C7�de:-�Yll�t •
m c:d A At ,Su b 11 SS !':N 1J V% CON
��rlptlaM r1�,Y 1682 3.70
j.Ttihic Liquid - Swiiw i';rcna YH
;�a.Vtl�;YI�.Y I]]4+�����4{F�1�il•� I {•?���: �: l •'J%� I I .J!{`■' ,�-i.• i�q{+ia•YI 11'■ 1!- 1.� •l f4Y - i-
• i 3 r VR'F C��F�i�• f�. ,tf 1 M�l� R.�,
��!(!rt =i/il 1 PY. 9V •Y I a KL , } 73. ;' s, . i . %� t
Ll
�i '%i.'. i -sy, p- -�. T-- 1 _ :E.. -F_ ! ,. r:,- ..��i' { •t-v' .4',' 'F;:'
1 MI it T i i
�1�i•• 'F �3 SS s3.� $ .F�•
_ -e :'y :i, "r. F,• -i- •.i': a'i. i iT r:
i� waste prnrhlCt cwltAlru a irwu>1l ofsiiEli r"fhfi rtiiw' cairawlI 'i 1Wi ' ads s t' f' etb to, j b t~'- ►diu` iFr'ch' he fol .� a ties ! s . , t Yi i n s lure I rr�1 a4ea'caG aunt �iri`i auM c tr Cesia1! S� rn t t . 1xg� .(se tis► p attt .
Iere IIu �saitc LS 4 It Ltd and o lii iliieth6d 144004WS- tc>rrta alif6r sodlnia ac�ywuf!poh In the w11 cvhsric the or�ste is trait c its = _ = 1 = _ ° ' I ''

Jan. 1995 633-39
0 Swine Liquid Manure Slurry Land Application Spreadsheet
This spreadsheet uses values from existing NCSU/NCDA data bases to calculate the ft:•tilizer nutrients, application
rates and land areas needed for agronomic usage of soil incorporated swine liquid manure slurry. Values in calls IZ5-
M54 represent inputs which need to be entered to use this spreadshees_ Values in ells D25-H54 are typical values
which may be used if more specific information is not ava*le. If actual liquid manure slurry nutrient analyses are
used, then a corresponding change in manure slurry volumes should also be entered. Application rates and land areas
are c3lcjlated for a range of fertil Lion rates. Actual fertilization rates based on crop yield may be entered into calls
I64-I66 with the results calculated in columns C and K in Table C_ The spreadsheet also computes herd live weight
equivalents, manure slurrystorage capacities, and estimated annual liquid manure slurry volumes to be land applied.
j
Typical
----------------------
Actual
------
[
[
-----------------------------
Wean-
Feedr
Farr-
Farr-
Farr-
Wean-
Feedr
Farr-
Farr-
Farr-
j
j
j
Feed
-Fin
Wean
Feedr
Fin
Feedr -Fin
Wean-
Feedr
Fin
j
]
----------------------------------------------------------------------------------------------------------------
per hd
cap
--per
active sow
per hd
cap
--per
active saw
]
[
]
[ AnimaL Live weight: initial:
10
5o
10
so
lbs [
j f ina L :
50
220
5o
Z20
Lies [
[ average:
30
'135
433
5Z
1417
30
135
433
522
1417
Lbs ]
] Groups per year:
6
3
2
Z
2
6
3
2
2
2
groups/year j
[ Days per group:
49
105
11
63
168
49
105
11
63
168
days/gro.V j
re slurry accu Ution
=
j
manure and urine:
.30-
"1.4
4.3
5_Z
14
.30
1.4
4 3
5.2
14
gals/anima Uday
excess water usage:
.20
.9
2.9
3.5
9
.20
.9
2.9
3.5
9
gals/aniaaatlday j
t total:
.50
2.3
7.2
8.7
24
.50
2.3
7.2
8.7
24
gals/animallday ]
[ Manure sturry density:
8.4
8.4,
8.4
3.4
8.4
8.4
a.4
8.4
8.4
a.4
tbs/gaLLen j
j slurry storage period:
183
133
183
183
183
183
183
183
la3
183
days [
] Nanure.sturry tataL nutrient analysis:
[
j Tot N:
31
31
21
21
31
31
31
21
21
31
Lbs/1000 gals ]
] WN:
63
63
63
63
63
63
63
63
63
63
% tot N or tkn ]
j P245:
2Z
22
15
15
22
22
22
15
15
ZZ
twiec0 gals
[ 1C20:
17
17
12
12
17
17
17
12
12
17
tbs/1000 gals
[ organic N mineralization rate:
.50
-50
Y.50
:50
-50
.5{a
.50
.50
.50
.50
] Plant nutrient avaitability coefficients:
(from
application
method box)
]
] N:
.66
.66
.66
.66
.66
.66
.66
.66
.66
.66
[
P205:
.75
.75
.75
.75
.75
.75
.n
_n
.n
.75
j
KZfl:
.75
.75 '
.75
.75
.75
.75
.75
.75
. n
. n
]
j Application method: Ni13N
P3it ]
[
-------------N-------------
] [ soil injection: .95
.78
.73
.78
_78
.78
.go ] ]
z x
ZZ66
a lbs/acre-inch [ j
[ ( sait ineorp: .75
.66
,66
.66
.66
.66
_75 [
ppm x
0.2266'a
Lbs/acre-inch ]
[ broadcast: .a5
.41
.41
.41
.41
.41
.70 j j
Lbs/1000
gaLs
x
27.154
a Lbs/acre-ink ]
] j irrigation: .25
.34
.34
.34
.34
.34
.70
j
]
fertilization race: N:
50
]
lts/ac/yr
PZCS:
20
Lbs/aclyr
f K20;
50
t :s/ac; yr ]
Scroll down for results.

CEMORO GLASS DISI NIZECTANT
Sanitizer for use on Bar, Restaurant Glassware, Utensils and Food Contact Surfaces.
For Use on: Tabletops, Countertops, Sinks, Splashbacks, Trays, sealed Floors and
Food Preparation Equipment. Surface composition may be: Stainless Steel, Glass,
Fiberglass, Formica, Porcelain, Ceramic Tile or other Hard Nonporous Surfaces.
� rj P
SEp 5 G96
,,, llw lam wwb
Sly, Ho
EPA REG. NO.651b9-1 EPA EST. NO. 65169-OH-1
C 1996 H&S Chemical Co. Inc., Cincinnati, OH 45217
U.SA Distributor Made in the U.S.A.
Active Ingredient: Trichloromelamine .... 1S.7%
Inert Ingredients: ................................... 81.3%
Provides 100 PPM Available Chlorine
KEEP OUT OF REACH OF CHILDREN
CAUTION: See Cautions On Back Panel
NET WT.1l4 OZ.
PRECAUTIONARY STATEMENTS
HAZARD TO HUMANS AND DOMESTIC ANIMALS
CAUTION. Corrosive to eyes. Do not get in eyes, on skin, or on clothing. Protect eyes and skin when
handling. Harmful if swallowed. Do not breathe dust. Wash hands thoroughly with soap and water after
handling.
FIRST AID: GIVE MMMIATELY
EYES: Immediately flush with water. Remove contact lenses. Then, flush eyes with water for 15 minutes.
Get medical attention.
SKIN: FIush powder from skin with plenty of soap and water. If irritation occurs and persists, contact
physician.
IF SWALLOWED: Rinse mouth. Drink glassful of water. Do not induce vomiting. Avoid alcohol. Then
immediately contact Poison Center or physician.
NOTE TO PHYSICLAY: Probable rnucosal damage may contraindicate the use of gastric Iavage.
DIRECTIONS FOR USE:
It is a violation of Federal Law to use this product in a manner inconsistent with its labeling.
LAST TANK 1.) Pre -Wash glassware. 2.) Rinse with clear, cool water. 3.) In sanitizing tank (last tank) mix contents of this
package in 3 gallons of water. This provides 100ppm available chlorine for an 8 flour shiEh Use test strips to assure required
chlorine levels. Immerse glassware for at least two minutes or for contact time specified by governing sanitary code. 4.) Place
sanitized glassware. on a rack or drainbcard to air dry. Do not towel dry.
FOOD CONTACT SURFACES: 1.) Remove heavy sail kam all senfaaes by a prescrape, preflush or presoak treatramit. :her
prewash al! surfaces with a detergent solution followed by a rinse with potable water. 2.) Fillsanitizing container %r;th 3
gallons of water then add entire contents of packet to water. 3.) Sanitize by wiping or swabbing surfaces. Allow soiutic.n to
remain on surfaces for two minutes or for contact time specified by governing sanitary code. Then air dry. 4.) Store cloths,
:;panges or mope in sanitizing solution between uses during each 8-hour shift Clean and rinse LhXur, bponges or maps
d•equendy in sanitizing solution. 5.) Always prepare afresh senitizing solution and use the same da; prcpa,-cd. Pr.nc+dically
determine chlorine level with supplied test strip. Change solution when testing indicates a level beloA iedejal, state, or local
regulations.
STORAGE AND DISPOSAL: Store this product in a coal dry area, away from direct sunlight and htai L7o not ccntarninate
water, food, or feed by storage or disposal Wastes resulting from the use of this product maybe disposed of on site. Dispose
of packet in trash.

Output Reporting
Page 1 of 1
CHLORO GLASS_ DISINFECTANT
Registration number: 065169- 00001
Please report any suspected data errors to USEPA/OPP .
View USEPA/OPP Label images (tiff format) for this Product: Click Here
Company: H & S CHEMICAL CO., INC.
1025 MARY LAIDLEY DRIVE
COVINGTON, KY 41017
USA
Contact: DR CHARLES A SCHNEIDER
Contact Phone: [phone]
Status: Active
Approval date: 05/17/1966
Cancel or Transfer date:
Existing Stocks date:: 11
Cancel reason:
EPA Product manager: Adam Heyward -- [phone]
Chernical(s):
. 18.7000 % of 077101
Chemical Names -.(Common Name, Synonym, Trade Names)
o
CAS REG. NO. 7673-09-8
o
CHLOROMELANIINE
- o
DECCO SALT NO 5
o
MELAMINE, N2,N4,N6-TRICHLORO-
o
MELAMINE, TRICHLORO-
o
TCM
o
TRIAZINE, N,N,N'-TRICHLORO-2,4,6-TRIANI NO -
a
TRIAZINE-2,4,6-TRIAM NE,.N,N,N'-TRICHLORO-
o
TRICHLORO-2,4,6=TRLVvilNE-1,3,5-TRIAZINE
.o
TRICHLOROMELAMINE
o
TRIS(CHLOROANflNE)TRIAZINE
U-j
---r.......--- r-• o-.. -v- ----r-•-•--r- r-

Output Reporting Page 1 of 1
TRICHLOROMELAMINE
• Registration number: 065146- 00001
Please report any suspected data errors to USEPA/OPP
View USEPA/OPP Label Images (tiff format) for this Product: Click Here
Company: H&S CHEMICAL CO INC
1025 MARY LAIDLEY DRIVE
i
COVINGTON, KY 41017
USA
Contact: DR CHARLES A SCHNEIDER
Contact Phone: [phone]
Status: Active
Approval date: 09/25/1992
Cancel or Transfer date: 11
Existing Stocks date:: 1/
Cancel reason:
EPA Product manager: Adam Heyward -- [phone]
Chemical(s):
• 98.0000 % of (077101.
Chemical Names -(Common Naive, Synonym, Trade Names)
o CAS REG. NO. 7673-09-8
o CHLOROMELAMINE
o DECCO SALT NO 5
o MELAMINE, N2,N4,N6-TRICHLORO-
o MELAMINE, TRICHLORO-
o TCM
o TRIAZINE, N,N',N'-TRICHLORO-2,4,6-TRIANf[NO-
o TRLAZINE-2,4,6-TRTAMI1E, N,N',Y-TRICHLORO-
o TRICHLORO-2,4,6-TRIAMINE-1,3,5-TRIAZINE
o TRICHLOROMELAMINE
o TRIS(CHLOROAN1INE)TRLAZIlVE
U
..._._r..........--I----41- .. -o- --- -r.- -r-.r.

I
I
1 �
I
I
1
Trichloromelamine
MATERIAL SAFETY DATA SHEET H&S CHEMICAL CO., INC. 1025 Mary Laidley Drive
Covington, KY 41017 Phone: [phone] Emergency Phone: [phone]
SECTION I - PRODUCT IDENTIFICATION
Product Name: Trichloromelamine or TCM or N2,N4,N6 - Trichloro-2,4,6-Triamino-1,3,5-Triazine
Molecular Weight: 229.46
Formula: 0H3N603
CAS #: 7673-09-8
SECTION II -'PHYSICAL DATA
Boiling Point NA SP. _Gravity: NA Melting Point: 300 + C %Volatiles: Nil SolubilitV(H2O): Slight PH: 4.7 (5%
slurry H2O) Bulk Density: 21 lbs./ft3
SECTION III - FIRE AND EXPLOSION HAZARD
Flash Point: Above 150 F Extin skiing Media: Water, Dry Chemical, CO2, Foam
cial Fire Fighting Procedures: Wear full protective equipment including self-contained breathing apparatus
eye, body, respiratory),
Unusual Fire Hazards: Emits toxic fumes under fire conditions. As with all dusts the material is capable of
creating dust explosions. It is an oxidizer, contact with other materials may cause fire.
SECTION IV - REACTIVITY DATA
Instability: Stable at ambient conditions. Material is an oxidizer, contact with other material may cause fire.
WARNING: Do not mix with Acetone, Turpentine or other ketones. Explosion may result.
Hazardous Polymerization: Not expected at ambient conditions.
Hazardous Decomposition: This material is an oxidizer and should not be stored with materials that are easily
reduced.
Decomposition Products: Oxides of carbon, nitrogen, hydrogen chloride gas are expected.
SECTION V - SPILL, LEAK AND DISPOSAL PROCEDURES
Spill: With proper personal protective equipment consisting of contained breathing apparatus, rubber boots and
rubber gloves, cover with dry lime or soda ash, sweep solids into proper container for disposal.
Disposal: Collect and dispose all of the waste in accordance with applicable local, state and federal laws.
CTION VI - SPECIAL PROTECTIVE EQUIPMENT
/t9

19ioreactor Model 824 at World Ag Expo
rage i or 4
•
L-1
0
H'0ME
CLOSED -LOOP WASTE MANAGEMENT PROCESS
NEWS ... MARKETS ... INDUSTRY ... COMPANY ... CONTACT US
Model 824 Bioreactor Unvieled at
World Ag Expo
EPTC proudly displayed its new stainless -steel production
Model 824 at Tulare's World Ag Expo in the heart of
California's fertile Central Valley. The 34th edition of the
world's largest farm equipment show featured over 1,400
exhibitors, including 52 companies from 15 nations, on
over 2.1 million square feet of exhibit space. EPTC
greeted hundreds of curious visitors to our (mostly) sunny
outdoor booth and explained our state-of-the-art system.
Below is a photo of our 40' x 40' booth, ready for the
mornings visitors:
z
a
m
>
�m
o
w
MM
-r'i C7
.r

Bioreactor Model 824 at World Ag Expo
Page 2 of 4
•
Below are the display signs and literature offered at the
show:
Fastest
Cycle Time
• Windrow takes
3b+ days
• We take 2-3
days... fastest
in the industry
• Scalable, high
throughput
• Lowest cost per
animal unit in
the industry
• Processes:
o Animal
manures
o Food
residuals
o Green
waste
o Silage
and
other
waste
L r
Quality
Compost
• Free
removal of
solids
• Uniform
physical,
chemical
and
biological
composition
• Pathogen -
free
• Odor -free
• Weed -seed
free
• Stable
(Solvita
Test)
• A better soil
amendment
• Fly
population
decreased
• Useful for
soil
rebuilding
• Helps
relieve
reguiatory
Scalable
System
• Modular
components
• System
scales to
application
• Available
sizes:
o 4x
15
o fix
18
0 8x
24
o 10x
30
• Small
footprint
• May allow
for site
expansion
Stainles
Steel
• Tank wo
rust, pit c
corrode
Four
Bioreact4
sizes
Designe+
engineer
and
manufac
for long I
One -yea
guarante
all parts
peripher+

.tsioreactor Model 824 at World Ag Expo
Page 3 of 4
r]
concerns
Bioreactor Model 824 Specifications
• All process components are fabricated from
stainless -steel
. All structural components are fabricated from
stainless -steel or Type A36 steel
. All Type A36 steel components are coated with
epoxy paint
. The Bioreactor Tank is coated with a proprietary
ceramic insulation (R-19 value)
• State-of-the-art PSA-type oxygen generation
• Biofilter with blower scrubs reactant gasses and
creates a negative tank pressure
Proprietary Apple Macintosh computer -controlled
process software:
o Four temperature zones monitor and control
process
o Moisture content monitoring/control
o Bioreactor rotation frequency control
o Oxygen injection control
o Throughput weights monitored
. Remote two-way process monitoring and control
capability
• Access catwalks and safety systems
• 1-year system warranty
Feature Summary
• Odors controlled early in the process
• Quick and continuous processing eliminates need to
store toxic manures
• 33-percent reduction of solids mass
• Eliminates leachate problems
• Stable soil amendment (compost) can be safely
stored
• Limited exhaust gases are scrubbed through a
biofiiter
• A desirable, consistent, usable soil amendment
results that...
o is stable
o has a earthy, pleasant aroma
o is rich in nutrients and organic matter
o is free of extent pathogens
40 o is free of weed seeds
o has optimum C/N ratio, moisture and oxygen
content

Sioreactor Model 824 at World Ag Expo
Page 4 of 4
UIR a,
Copyright
® 200':
EPrc
•
•
o is pasteurized and homogenized
o is loose and aerated for reduced compaction
o is a very consistent end -product
o can be amended and custom -blended to
customer specifications
NEWS ... MARlt.TS fNDUSTRY ... C¢ONCT MPANY ... CTAUS
CLQSEp- OL� Q? INA_!U MANAQEMkN_ PROCESS
HOME

054,11, Fluid Control Systems
Compact Body and Actuator
Design
True Union Connection with
PVC Valves
Corrosion Resistant
Construction
Actuator is Completely
Isolated from Fluid
Self -Draining Bodies
Optical Position Indicator
is Standard
Glandless Design
Low Pressure Drop
Ease of Installation
Withstands Aggressive Fluids
and Environments
Ideal for Light Slurries and
Contaminated Fluids where
Conventional Valves
Typically Fail
No Dead Volume
Local Indication of Valve
Position (open or closed)
No Packing to Wear Out,
Extending Valve Life
Able to Achieve High Flow
Rates
Manual Override
Electronic Position Indicator
Explosion -Proof Pilot Valves
Manifold Capabilities
For Stainless Bodies - see
Type 2031 Data Sheet
Type 2030-Dlaphragm Valves
2/2-Way Piston -Operated Valve
for Aggressive Liquids and Gases
_ S
Food and Beverage industry
Water Treatment, R/O Systems
Biochem, Pharmaceutical
Laundry, Textile Equipment
Chemical Handling
Electro-Plating Industry
Printed Circuit Board Production
Photographic Process Equipment
Semi -Conductor Industry
Paper Industry
re�
—
De -Energized
Energized

Diaphragm Vane System for Continuous Control
with Plastic Body
Type 2030
with Positioner
•
•
Design
This continuous control system is a
combination of a piston operated
diaphragm valve with PVC or PVDF
body and an electropneumatically
operated Type 1067 positioner.
The positioner consists of three main
parts: the valve stem position pickup,
the electropneumatic control system
and the micro -processor electronics.
The valve stem position pickup, a linear
potentiometer connected to the valve
stem, feeds back the actual stem
position to the positioner electronics.
The micro -processor electronics
compares the actual stem position to
the set point given by a standard signal
(4-20mA, 0-10V,...), In the case of a
position difference, the
electropneumatic control system
corrects the stem position until the set
point is reached.
The Type 1067 positioner also features
a built-in process controller for the
control of flow, temperature, pressure,
etc,
BUrkert Contromatic USA
2602 McGaw Avenue
Irvine, CA 92614
Tel. [phone]
Fax [phone]
www.burkert.com
- Programmable flow curves
• linear
• equal percentage
• freely programmable
- No air consumption at steady-
state conditions
- Excellent flow characteristics
combined with high flow rates
- Integrated PID controller
- Captured exhaust air '
- No tubing between positioner
and Burkert control valves
Burkort Contromatic Inc.
760 Pacific Road, Unit 3
Oakville, Ontario, Canada
L6L 6M5
Tel. [phone]
Fax [phone]
1110- Fluid is hermetically
isolated from the actuator
by diaphragm
11o. Automatic self -adjustment
of basic parameters
Integrated PfD controller
User-friendly operation
- LCD display
- Keypad interface
- Easy -to -understand
menu -guided
programming
110, Code protection against
unauthorized access
C £ certified
Fluids
For contaminated and
aggressive fluids up to 245°F
Applications
• Water treatment
• R/O Systems
• Process technology
• Semi -conductor industry
• Environmental technology
• Electro-plating
• Printed circuit board
production
t��■
burkert
G'„e# Fluid Control Systems

Insertion Magmeter
Solid State Technology
Type 5045
Digital Flow Transmitter
•
•
•
Design
The Type 8045 Magmeter is an
insertion type flow meter for pipe sizes
from DN 15 - DN 400 (1 /2- -161 and
is ideally suited for dirty liquids or
slurries, having a conductivity >20pS.
Fittings are available in stainless steel,
brass, PVC, PP and PVDF. A wide
selection of end connections is offered
including; NPT, flanged or Tri-Ciamp"'.
Featuring a proven technology, the
Type 8045 comes in the same sizes
and offers the same output signals as
all of the Burkert paddlewheel sen-
sors. This includes: 4-20mA, a pulse
and two relay outputs. The electronics
are menu -guided and provide easy
man -machine communication. A clear,
easy -to -use text including engineering
units are displayed on a large 8-digit
LCD display. If required, any existing
installation using Burkert insertion
paddlewheel transmitters or sensors
Burkert Contromatic USA
2602 McGaw Avenue
Irvine, CA 92614
Tel. [phone]
Fax [phone]
www,burKert.com
j► Easy System integration by
Easy LINK provides low
cost of ownership
J► Solid -State sensor
technology (no moving
parts)
► Displays both flow rate
and volume
► Easy commissioning with
multi -language, menu -
guided operation
► SIMULATION: All output
signals provided without
the need for actual flow
111111- TEACH -IN: Automatic
calibration for specific
installations
► Fittings available in
stainless steel and brass
DN 15 - DN 50 (1/2-- 2'), in
PVC, PP and PVDF DN 15 -
DN 400 (1/2-- 16')
can be directly upgraded with the Flow control of liquids with or
Type B045 in a few minutes. without solid particles
For easy start-up, a SIMULATION -
MODE is available allowing the simula-
tion of all output signals just as if actual
flow existed. With this, the user can first
simulate all flow conditions safely,
including the alarm points, before
putting the system into service.
Calibration is done by either using the
standard calibration factors or Burkert's
unique TEACH -IN function. If TEACH -
IN is used, the unit will do an auto -
calibration once installed in the system.
The Type 8045 is a perfect choice for
systems using Burkert Type 2030 and
2031 general purpose diaphragm
valves for the control of liquids with or
without suspended solid particles.
Connection is done using the Burkert
Easy -Link concept.
Burkert Contromatic Inc.
760 Pacific Road, Unit 3
Oakville, Ontario, Canada
L6L 6M5
Tel. [phone]
Fax [phone]
Waste water treatment
Surface treatment
Laundries
Chemical industry (non
hazardous applications)
Food industry
Auxiliary plants
Swimming pools
�■■
burkert
5404 Fluid Control Systems
burkert

•
•
9rl I I 1-1
li"
'T' 4

L
13 -6 1/2"
4
2'-8 3/16 t'-4 t'-�" 2'-9 3/16-
2 SP05'-0 3/16"
fB31i F8N(I)
t3'_6
2 SP05'-0

1�
•
MICRO RON
j Microprocessor based conductivity
� Controllers for Water Treatment
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EBA_RA Submersible Stainless Steel Pumps DWU, DWXU — Dominator
Specifications and Selection Chart EL —
Model
DWXAU
DWXFAU
Automatic Operation Pumps
Standard-
Optional
Discharge Size
2 inch
Range of HP
112 HP to 1 112HP
Range of Performance
Capacity 8 to 140 GPM
Head 8 to 32 feet
Limitation
Maximum Water Temperature
104°F (40°C)
Synchronous Speed
3600 RPM
Materials
Casing
304 Stainless Steel
Impeller
304 Stainless Steel
Shaft
303 Stainless Steel
Motor Frame
304 Stainless Steel
Fastener
304 Stainless Steel
Mechanical Seal
Double Mechanical Seal
Material — Upper Side
Carbon/Ceramic
Material — Lower Side
Silicon Carbide/Silicon Carbide
Impeller Type
Vortex
Bearing
Prelubricated Ball Bearing
Motor
Air -filled, Insulation Class F
Single Phase
115 V (1/2 ,1HP), 208/230V
Motor Protection
Built-in Overload Protection (Single Phase models)
Accessories
Submersible Cable 20 ft.
ODC System
0
Selection Chart
Single Phase
m f!
30
20
15
o ,a
z
60Hz iSvnchronous Soeed: 3600 RPM)
.1
_lllt■t.t__ttttllltt-I-t-■I■■.,I_t-t_
■■
��111i1��■
MIN
on
mmm
11 - ■■o
1
MINION
IN
so
limmmmmm
IN
1 1 1 •1 1 .1 :1 11 1 low
USGPM
20 30 40 50 60 80 100 150 200 300 400 500 800 1000 I/min
CAPACITY
EBARA International Corporation
1-126
EaARA rev. 01/02

C
EBARA Submersible Stainless Steel Pumps DWU, DWXU •- Dominator
Contents j
FModel No.
Specifications
Selection
Chart
Performance
Curve
Dimensions
Sectional View
Motor Data
Pump
QDC
50DWU6.4S
1.123
1.123
1-127
1-128
1-127
1-128
1-131
1-137
50DWU6.75S
50DWU6.4S2
50DWU6.75S2
50DWU61.1 S2
50DWU61.5S2
50DWU6.4
50DWU6.75
50DWU61.1
50DWU61.5
50DWFU6.4S
1-123
1-123
1-127
....................................
1-128
....................................
1-127
1-128
1-132
1-138
50DWFU6.75S
50DWFU6.4S2
50DWFU6.75S2
50DWFU61.1 S2
50DWFU61.5S2
50DWFU6.4
50DWFU6.75
50DWFU61.1
50DWFU61.5
50DWXU6.4S
1-125
1.125
1-129
1-130
....................................
1-129
................................... .
1-130
1-133
1-137
50DWXU6.75S
50DWXU6.4S2
50DWXU6.75S2
50DWXU61.1 S2
500WXU61.5S2
500WXU6.4
50DWXU6.75
500WXU61.1
50DWXU61.5
500WXFU6.4S
1-125
1-125
1-129
1-130
1-129
1-130
1-134
1-138
500WXFU6.75S
50DWXFU6.4S2
500WXFU6.75S2
500WXFU61.1 S2
500WXFU61.5S2
500WXFU6.4
50DWXFU6.75
50DWXFU61.1
500WXFU61.5
EBARA International Corporation
1-121
EaARA rev, 01102

•
•
EBARA Submersible Stainless Steel Pumps DWU, DWXU - Dominator
Model Designation -
DISCHARGE
50mm — 2'
MODEL TYPE
DW — single channel, threaded connection, manual
DWA — single channel, threaded connection, automatic
DWF — single channel, flanged connection, manual
DWFA — single channel, flanged connection, automatic
DWX — vortex type, threaded connection, manual
DWXA — vortex type, threaded connection, automatic
DWXF -- vortex type, flanged connection, manual
DWXFA — vortex type, flanged connection, automatic.
GEOGRAPHIC DESIGNATION
U — U.S.A. market
HERTZ —
6--60
RATED KW —
.4 '/2HP
.75 1HP
1.5 2HP
PHASE
none — three phase
S — single phase
VOLTAGE
1 — 115
2 — 208/230
4 — 460
EBARA International Corporation
1-122.1
EBARA rev. 01102

EBARA Submersible Stainless Steel Pumps DWU, DWXU — Dominator
Specifications and Selection Chart F. I
*Model DWAU
DWFAU
Automatic Operation Pumps
Standard
Optional
Discharge Size
2 inch
Range of HP
112 HP to V/2 HP
Range of Performance
Capacity 8 to 180 GPM
Head 8 to 55 feet
Limitation
Maximum Water Temperature
1040F (40°C)
Synchronous Speed
3600 RPM
Materials
Casing
304 Stainless Steel
Impeller
304 Stainless Steel
Shaft
303 Stainless Steel
Motor Frame
304 Stainless Steel
Fastener
304 Stainless Steel
Mechanical Seal
Double Mechanical Seal
Material — Upper Side
Carbon/Ceramic
Material — Lower Side
Silicon Carbide/Silicon Carbide
Impeller Type
Single Channel
Bearing
Prelubricated Ball Bearing
Motor
Air -filled, Insulation Class F
Single Phase
115 V ('12, 1HP), 208/230V
Motor Protection
Built-in Overload Protection (Single .Phase models)
Accessories
Submersible Cable 20 ft.
QDC System
Selection Chart
Single Phase
m it
30
20
15
a 10
w 8
x
J
6
Q 5
4
3
•
60Mz (Synchronous Speed: 3600 RPM)
CAPACITY
USGPM
I/min
S
Ei3Ar�A
EBARA International Corporation
1-124
rev. 01102

•
0
EBARA Submersible Stainless Steel Pumps DWXFU — Dominator
Dimensions /�-
_Project: Model:. Chk'd: _ Date:
Model DWXFU
Manual Operation Pumps
Unit: inch (mm)
oil.
I
!
4" /,8" (119) x "/,6" (20.5)
Longitudinal dole
I 5'/% (135) 45°
201
4i51,6' 11251
m
N
Va" (16)
Disch. Flange
e7'Iz" (190} 150 Ibs ANSI Ft_F
91l,." (230) Equivalent
Phase
Size
H
Model
Output
Pump
Weight
Lbs (kg)
kw
HP
H
Single
2"
(50mm)
500WXFU6.4S
0.4
'Ix
21% (550)
37 (17)
50DWXFU6.75S
0.75
1
22"/,a (580)
42 (19)
50DWXFU6.4S2
0.4
'Ix
19`/e (485)
37 (17)
50DWXFU6.75S2
0.75
1
2ov. (515)
_
42 (19)
50DWXFU61.1.S2
1.1
11/x
20'/. (515)
46 (21)
50DWXFU61.5S2
1.5
2
24 (610)
53 (24)
Three
2„
(50mm)
50DWXFU6.4
0.4
'/x
19'/. (485)
35 (16)
50DWXFU6.75
0.75
1
19'/a (485)
37 (17)
50DWXFU61.1
1.1
11h
201/. (515)
42 (19)
50DWXFU61.5
1.5
2
20'/. (515)
1 46 (21)
EBARA International Corporation
1-134
EBARA rev. 01102

EBARA Submersible Stainless Steel Pumps DWFU, DWFAU, DWXFU, DWXFAU— Dominator
Sectional View
Model:
Model DWFU, DWXFU Manual Type
Model DWFAU, DWXFAU Automatic Type
DWFU, DWFAU Single Phase Motor
•
Part
No.
Part Name
Material
ASTM, AISI
Code
No. for
1 Unit
001
Casing304
SS
AISI 304
1
016-1
CasingCover
304 SS
AISI 304
1
016-2
Disk
304 SS
AISI 304
1
016-3
Seal Support
304 SS
AISI 304
1
021
Impeller
304 SS
AISI 304
1
039
Key304
SS
AISI 304
1
095
Float Switch S
—
1
107
Casi RingViton
1
t111
Mechanical Seal
—
1 Set
1115-1
O-ring
Viton
1
1115-2
O-fin
Viton
1
1115-3
O-ring
Viton
3
1117
Gasket
Viton
1
125
Impeller Bah
304 SS
AISI 304
1
129
Nut
304 SS
AISI 304
4
135.1
Washer
304 SS
AISI 304
1
135.2
washer
304 SS
AISI 304
1
135 3
Washer
304 SS
AISI 304
4
Re135-3 :
Chk'd:
Date:
Three Phase Motor
DWXFU, DWXFAU
m U)
Part
No.
Part Name
Material
ASTM, AISI
Code
No. for
1 Unit
200
Lifting Hanger
304 SS
AISI 304
1
262
Float Switch
—
1
801
Rotor
—
1
802
Stator
—
1
809
Capa&Gr
—
1
811
Sutlmersibie Cable
—
1
814
Motor Frame
304 SS
AISI 304
1
816
Bracket
304 SS
AISI 304
1
817
Bracket
304 SS
AISI 304
1
830
Shaft
304 SS
AISI 304
1
• 844
lJoW Protecgr &adket
Plastic
1
848
Motor Protector
—
1
1849-1
Ball Beann
—
1
1849-2
Ball Bean
---
1
862-1
Cable Connector
Rubber (NBR)1
862-2
Cable Connector
Rubber NBR
915
External Terminal
—
1
932
Capadtor Holderl
Nylon
1
tRecommended spare parts.
Part No. 095, 262, $62.2 are installed only for automatic operation models.
Part No. 107 is installed only for model OWIDWAIDWFIDWFA single channel impeller.
Part No. 809 is installed only for single phase models.
Part No. 915 is installed only for three phase models.
EBARA International Corporation
1-138
�s3:Ir�A rev. 01102

Customer:
0
Sterling Fluid Systems (USA), Inc
0 Box 7026, Indianapolis, Indiana, 46202
Project:
Quote No.: US-6852-10 Page No: 2
Type: C - End Suction Close Coupled General Purpose
Pump Model: Peerless - C815G
Nom. Speed: 17" RPM, 60 Hz Electric
Impeller Dia.: 6.57 inch
Curve No.: 3116092
Market: Water
s�
Contact
Phone:
Fax:
Date : Monday, February 17, 2003
Item, 1
Impeller No.:
2693952
Fluid: Water
Temperature:
68 °F
Viscosity:
1.007 c5t
Sp. Gravity:
1
Your Ref.:
�E
��__
0 20 40 60 80 100 120 140
Flow - US gpm
Flow
(US gpm)
Head
(it)
Pump Efficiency
4%)
Power Required
(hp)
NPSH Required
(it)
0.00
39.92
0.0
0.42
30.17
40.44
46.7
0.66
5.11
39.90
39.44
54.1
0.73
5.31
49.64
38.03
59.4
0.80
5.51
59.37
36.18
62-9
0.86
5.98
69.11
33.87
64.6
0.91
6.99
78.84
31.06
64.6
0.96
B.81
88.58
27.77
62.8
0.99
11.71
98.32
24.13
59.3
1.01
15.96
32.51.50.
-
Duty Fir
60 US gpm
Duty Head
35 ft
Imp. Dia.
6.67 Inch
Power Required
0.81 hp
NPSH Required
6.022 ft
Efficiency
63 %
Peak Power
1.01 hp
Closed Valve Head
39.92 It
Tolerance
Hyd Inst-
Peerless Std
-LUttllllfat b
Performance curve represents
typical performance. See
Standard Hydraulic Performance
document In the selective printing
area of RAPID for testing
tolerances & contractual
guarantees.
Sterling Fluid Systems (tP)dv -RAPID v6.20 -13th May 2002.

Project :
Capacity: 60 (US gpm)
Fram (Model: 143JM
Customer:
Total Head: 35 (n)
Elec. Spec., 3 Ph. 230/460 V. 60 Hz
Item No.: i
Pump Speed: 1744 (RPM)
Service Factor: 1.25
Quote No.: US-8852-10
Impeller Ala.: 6.57 (Inch)
Rotation: Clockwise
Pump Model: 9&efless - C815G
Power: 1 (hp)
EnclosurelType: TEFC
Sterling Fluid Systems (USA), Inc
P 0 Box 7026, Indianapolis, Indiana, 46202
Date: Monday, February 17, 2003
Page No : 3
Stsrling Fluid Systems (IP) by - RAPID 4.20 - 13th Maw.

3.38 � 1 NPT DISCHARGE � .
2.62 18.00
2 NPT SUCTION CONDUIT BOX
4.75 I
8.25 8.75
4 HOLES 4.25 l 3.50
2.75 2.75 4.12 2.50
9.38 5.00
6.50
TOTAL WEIGHT w1ODP Motor 103 Lb147 Kg C610AM
w1TEFC Motor 108 Lb/48.99 Kg 145JM
MECHANICAL SEAL
MAXIMUM DIMENSIONS, MAYBE LESS WITH DIFFERENT MAKE MOTORS OR ENCLOSURES.
Dimensions In (inch)
Project:
Capacity:
30 (US gpm)
Frame/Model:
145JM
Customer:
Total Head:
75 (ft)
Elec. Spec.:
3 Ph. 230/480 V. 60 Hz
Item No.: 1
Pump Speed:
3529 (RPM)
Service Factor:
1.25
Quote No.: US-6852-10
hpeller Dia.:
4.40 (Inch)
Rotation:
Clockwise
Pump Model: - C610A
Power:
2 (hp)
Enclos
TEFC
Sterling Fluid Systems (111SA), Inc
P O Box 7026, Indianapolis, Indiana,
46202
Date : Monday, February 17, 21103
Page No: 3
Starllna Fluid 8vstems ilPI by - RAPID v8.20. 13th May

- eo.
..tA
I—M 16WAV
"Electronic Met-n p
umPS . .......
ya
The First Afforda ronic.Metering
With True Me rf rmanc
PM
W
Pump.,
i

P.�
r�
•
n Inside look At Advanced
PULSAtron Technology
With the development of
PULSAtron, Pulsafeeder had the
opportunity to consider every
aspect of electronic pump design.
The result is a complete line of
pumps, with more features and
better benefits than ever before.
Metering Performance
Our guided valve design and the high
degree of sphericity of PULSAtron's ball
check valves provide a superior seal
and contribute to exceptional
metering reproducibility.
Tested And Proven
Pump Head Materials
Select PULSAtron pumps
come standard with
glass -filled polypropy-
lene, clear acrylic -like
(SAN), PVC, PVDF and
316SS head and fittings.
Superior
Diaphragms
Teflon -faced, metal -
reinforced diaphragms
are designed and
constructed to
exacting standards
\
for leak -free, seal -
less integrity and
long life.
Higher Viscosity
Capability
A straight flow path f
and ample clearance
between the
diaphragm and head
enable standard
PULSAtron Series E PLUS
and Series E pumps to
handle viscous chemicals
up to a viscosity of 3000
CPS. For higher viscosity
applications, larger, spring -
loaded connections are
available.
For complete information on specifications
and model selections for individual pump
series consult REFERENCE GUIDE No.
EMP-003.
Bleed Valve
Assembly
Bleed valves evac-
uate entrapped air
orvapors from the
pump head to aid in priming. They also
provide a safe way to drain liquid and .
relieve pressure from the discharge line
Solenoids Designed To
Dissipate Heat
Our high quality solenoid is separately
encapsulated in a fin -cooled enclosure
that effectively dissipates heat. As a
result, pressure handling capability is
Advanced Electronic
Components
PULSAtron circuit boards utilize the
latest electronics to enhance perfor-
mance and dependability. Our timing
circuit is highly reliable and, by desigr
virtually unaffected by temperature,
EMI and other electrical disturbances
All electronics are O-ring sealed for
water -resistance. And a transient
voltage suppressor is utilized to prote
electronics. Components are mounte
to the circuit board to reduce the
number of wired connections and
improve circuit reliability.

Key Features:
• Automatic control via 4-20 mA and 20-4mA current
signals can ratioed from 100% to 1 % of incoming
signal.
• Manual control allows for a combined 1000:1
turndown resulting in accurate metering for critical
applications.
• Relay output for computer interface or AC power
allows for external control.
• Six -button touch pad control with internationally
recognized symbols for simplified programming.
• Simple prompts in plain language allow for easy -to -
understand instructions for programming. Available
In three languages.
• Alarm signals for signal loss, full count, circuit
failure, pulse overflow and pulse rate high. Liquid
low level indicator capability is standard..
• Timed sequences can be set for selected intervals
and rate for repetitive metering.
• Pulse signals can be multiplied or divided by 1
to 999 allowing for pumps to handle peak requirements.
• LCD, 16 character dot matrix backlit multi-lingual
display allows for easy reading and user-friendly
directions.
• Extended two year warranty on electronic circuit
board for trouble free service.
Complete Selection
Twenty distinct models are available having pressure
capabilities to 300 PSIG ® 3 GPD, and flow
capacities to 500 GPD @ 20 PSIG, with turndown
ratios up to 1000:1. Metering performance is
reproducible to within ±2% of maximum capacity.
Pump heads, cartridge check valve assemblies and
tubing are stocked in several corrosion -resistant plastic,
elastomeric and alloy materials along with stainless steel,
that safely handle a wide variety of chemicals.
Please refer to the reverse side for Series MP
specifications.
Operating Benefits
Leak -free, seailess, liquid end. Our diaphragms are
of superior construction--teflon-faced, bonded to a
composite of Hypalon and fabric layers, and reinforced
with a metal insert for optimum flexibility and durability.
System Compatibility
A wide variety of chemicals can be pumped. Liquid
end materials include glass -filled polypropylene (GFPPL),
PVC, styrene-acrylonitdie (SAN), Polyvinylidene Fluoride
(PVDF), Teflon, Hypalon, Viton, ceramic, alloys and 316SS.
Immediate installation and start-up. Included
as standard accessories with all models are an
injectiontback pressure valve assembly and a foot
valve/strainer assembly', including discharge and
suction tubing (*not available with high viscosity
connections for >3000 CPS).
Safe and easy priming and valve maintenance.
Included as a standard accessory is a bleed valve
assembly, including return tubing (available only on
those models with tubing connections and <_240GPD).
Quick and economical liquid end
maintenance. Available for every
model is a unique KOPkite, a
convenient, economically
priced, package containing
new cartridge check valves
and other important spare parts.
Reliable metering performance. Our guided check
valves, with their state-of-the-art seat and ball designs,
provide precise seating, and excellent priming and
suction lift characteristics. Our timing circuit is highly
reliable and, by design, virtually unaffected by
temperature, EMI and other electrical disturbances.
Rated "hot" for continuous duty. Series MP pumps
continue to meet their specifications for pressure and
capacity even during extended use. Thais because
our high quality solenoid is separately encapsulated in QW..
a fin -cooled, thermo-conductive, enclosure that
effectively dissipates heat.
High viscosity capability..A straight flow path and ample
clearance between the diaphragm and head enable stan-
dard PULSAtron pumps to handle viscous chemicals up to
a viscosity of 3000 CPS. For higher viscosity applications,
larger, spring -loaded connections are available.
An ISO 9002 System -Certified Company
A A■OR � w �iWNW/!NWA
WrU&MMrccWrEN
A Unit of IDEX Corporation
� � ��
JOEX coAronn rKW

fi `arm i �® ir IlSeries MP Specifications
Important: Series MP- 20 model selections. Digit 1 and 2 (LM) signify product class, digit 3 and 4 signify pressurAlow.
For full model selection Information refer to Price Schedule EMP-PS LX, or Reference Guide No. EMP-M.
Pressure and Flow Rate Capacity
�ft�ifiill'��®>lfl!!1•l�is(�Jilii»�1�7F7
..
nominal GPH
ter
•
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• •
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: „
• „
r rr
LPH
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•
®sslassss©1©ISl�l�S©4SSIs,
Sems�ss�ss��®�l�44lt�Il7
••
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sees®�!�©sl
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�l�ssl.'aSSL!>eSSISL�s�Sa4®S
�sseL''�SL7a©!s!'>sl.�r:'�1741.�Ss�
Liquid End Materials
Series
Pump
Head
Diaphragm
Check Valves
Fittings
Bleed Valve
Injection Valve Assembly
Foot Valve Assembly
Tubing
SeatsIO-Flings
Balls
MP
GFPPL
Teflon -faced
Teflon, Hypalon,
Ceramic, Teflon,
GFPPL
Same as
Same as fitting and
Clear PVC
PVC
Hypalon-backed
Viton
316SS, Alloy C
PVC
fitting and
check valve
White PE
SAN
PVDF
check valve
PVDF
316SS
selected,
316SSI
except 316SS
Dimensions
•
Model
No.tA
e
BI
C
C'
D
E
Shipping
Weight (Lbs.)
LMA2
10.3
10.8
7.5
9.0
13
LMA3
10.6
10.7
7.5
9.2
13
LMI32
10.3
tos
7.5
9.0
13
LMB3
10.8
10.7
74
9.2
13LM94
.
10.6
10.7
7.5
9.2
13
LMD3
5A
10.fi
10.7
7.5
9.2
15
LM04
5.4
1 10.8
10.2
7.5
9.2
15
LME4
5A
f0.8
10.2
7.5
92
15
LMF4
5.4
10.6
10.7
7.5
9.2
1B
LMG4
5.4
10.8
10.7
7.5
1 9.2
18
LMG5
5.4
11.4
10.7
7.5
1 9.6
18
LMH4
6.1
f 11.0
10.2
82
1 9.6
21
LMH5
6.1
1 11.3
10.2
8.2
1 10.0
21
LMH6
6.1
1 11.3
10.2
82
10.0
21
LMH7
6.1
1 11.7
102
8.2
10.3
21
LMHB•
6.1
10.9
10.6
8.2
25
t.MK2
5.4
10.3
10.8
7.5
9.0
13
LM7(3
5.4
10.6
-
10.7
7.5
92
13
LMK5
5 4
11.0
-
11.7
7.5
9.6
18
LMK7
6.1
11.71
11.2
82
10.3
21771
Nets: ItKtm ■ 2.54-M
-The t,MH9 Is designed
entl o d a bleed va&s.
An ISO 9002 System -Certified Company
I L il/t ENAF !w AN OMIrSEffipflamifttrd
wrvwJ"rcACAWcrN
A Unit of IDEX Corporation
tOEx conPOftA row
Important: Material Code - GFPPL = Glass -filled Polypropylene, PVC = Polyvinyl Chloride,
SAN = Styrene Acrylonitrile, PE = Polyethylene, PVDF = Polyvinylidene Fluoride.
Teflon, Hypalon and Viton are registered trademarks of E.l. DuPont Company.
KOPkitO
Pulsafeeder has built a reputation
for superior reliability by supplying
carefully designed, high quality
equipment. Even the best
equipment, however, requires a
minimal amount of maintenance.
KOPkits are designed to guard
against unnecessary downtime
and assure you the highest level
of efficient and uninterrupted
service from our PULSAtron
pumps. KOPkits contain recommended spare parts for those parts
that usually require preventive maintenance. KOPkits immediately
available in all wetted materials at very affordable prices.
PULSAtron's Full Range
of Electronic Metering Pumps.
awrluara revuuct VPtaauvns
rt Road a Punta Gorda, Florida 33982 Technical IronSheNo. EMP-027.
27101 Airport PULSAron and Kopkit are
[phone] a Fax [phone] trademarks of Pulsafeeder.
Printed in USA IWO

•
0
tii 11 c'i�t..wM
Series MP SPECIFICATIONS
GENERAL
Chemical metering pumps shall be positive displacement
non -hydraulic, solenoid driven, diaphragm type pumps.
Output shall be "hot" rated (at operating temperature) and
shall be adjustable while pumps are in operation. Positive
flow shall be ensured by a minimum of four ball type check
valves. A bleed valve shall be provided for the manual
evacuation of entrapped air or vapors and safe relief of
pressure in the discharge line.
CONTROLS
The control panel shall be located opposite the liquid
handling end of pump. Output volume adjustments shall
be made via a knob for stroke length control and a 6 station
membrane switch for stroke rate control and function
selection. Stroke length adjustment shall have a locking
lever. Control functions shall include manual, external
pacing, 4-20 mA DC (direct and inverse), stroke counting,
timed interval operation and STOP. A single relay output
shall be provided to allow for interfacing the pump with
external equipment. The pump shall have a 16 character
dot matrix backlit LCD display to view control options,
operating conditions and alarms. For all operating modes,
a green indicator light an the control panel shall illuminate
when pump is in operation and strobe once for each pump
stroke. In all operating modes, a red indicator light on the
control panel shall illuminate when pump operation is
hafted via the stop function.
Manual
Pump control shall be selectable between on and off via
the 6 station membrane switch. Stroke rate shall be
adjustable from 1 to 100%.
External Pacing
The pump shall have the capability of being paced by
pulse rates up to 125 contacts per minute and be able to
multiply or divide the incoming pulse signal by a factor of
1 to 999. The pump shall have a pulse storage option for
signals which have frequencies greater than 125 contacts
per minute with storage of up to 9999 contacts. The pump
shall work off the pulses in memory at maximum stroking
rate when signal level drops below 125 contacts per
minute.
Stroke Counting
The pump shall be capable of delivering a preset number
of strokes (up to 9999) at a selected stroking rate from 1
to 100%.
Timed Interval OiDeration
The pump shall be capable of operating for selected run
times from 1 to 999 seconds at selected intervals from 1
to 999 minutes at a selected stroke rate from 1 to 100%.
Stop
A non voltage contact closure to the stop function shall
cause pump to halt operation in either manual or automatic
mode and illuminate a red indicator light on the pump
control panel. Pump shall resume normal operation when
contact opens.
Relay Outputs
The pump shall be equipped with one of the two available
relay output options. The relay output option may be the
signal level relay rated at 24V DC, 10 mA or the power
level relay rated at 250V AC, .5 A, The relay shall be
normally open. Relay closure shall occur for the alarm or
condition selected via the 6 station membrane switch.
ELECTRONIC DRIVE
To prevent damage to pump from over heating, the
solenoid shall have automatic reset thermal overload
protection. For overpressure conditions, pump shall
automatically stop pulsating when discharge pressure
exceeds pump pressure rating by not more than 35%when
pump is set at maximum stroke.
The electronic circuitry shall be EMI resistant and shall
employ a metal oxide varistor (MOV) for lightning
protection. A resettable circuit breaker mounted on the
pump control panel accessible from the outside of the
pump shall provide circuit overload protection.
Internal wiring between electronic circuit board, solenoid,
and power shall be quick disconnect terminals at least
3116" wide.
ENCLOSURE
Pump drive shall be encased in a water resistant housing
constructed of a chemically resistant glass filled polyester.
The control panel shall be enclosed by a hinged dust cover
constructed of polycarbonate plastic_ The electronic
circuitry shall be mounted at the rear of the pump for
maximum protection against chemical intrusion.
MATERIALS OF CONSTRUCTION
Pump Head - GFPPL, PVC, SAN, PVDF, 316SS
Diaphragm - Teflon faced, hypalon backed
Check Valves
- Seats/0-Rings - Teflon, Hypalon, Viton
- Balls - Ceramic, Teflon, 316SS, Alloy C
- Housing - GFPPL, PVC, PVDF, 316SS
Bleed Valve - GFPPL, PVC, PVDF
Tubing - Suction 4 ft. PVC
- Discharge 8 ft. PE
Important: Materiat Code - GFPPL = Glass -filled Polypropylene, PVC =
Polyvinyl Chloride, SAN = Styrene-AWonitrile, PE = Polyethylene, PVDF
= Polyvinylidene Flouride. Teflon, Hypalon and Viton are registered
trademarks of E.I. DuPont Company.

NOTES:
SPECIFICATIONS
r-
• Pump heads in 316SS and PVDF are not available
with Model LPH8.
• Pump heads in SAN are not available on pump
models rated above 100 PSI.
• Bleed valve not available on pumps configured
for high viscosity, NPT connections or Model
LPH8.
• Tubing may be supplied in PVDF, Polypropylene,
or black U.V. inhibited PE.
• Outputs are identical to equivalent Series E Plus
models.
DIMENSIONS:
BLEED VALVE
T
DI I
Series MP Dimensions (inches) ,
Model
No.
A
B
B1
C I
C1
b
E
Shipping
Weight
LMA2
5.4
10.3
-
10.8
7.5
9
13
LMA3
5.4
10,6
-
10.7
7.5
9.2
13
LM62
5.4
10.3
10.8
7.5
9
13
LM63
5.4
10.6
10.7
-
7.5
9.2
13
LM64
5.4
10.6
10.7
7.5
9.2
13
LMD3
5.4
10.6
-
11.2
7.5
9.2
15
LMD4
5.4
10.6
11.2
7.5
9.2
15
LME4
5.4
10.6
-
' 11.2
7.5
91
15
LMF4 -
5.4
1 10.6
111.7
7.5
1 9.2
18
LMG4
5.4
10.6
-
11.7
7,5
9.2
18
LMG5
5.4
11
11.7
7.5
9.6
18
LMH4
6.2
11
-
11.2
8.2
9.6
21
LMH5
6.2
11.3
-
11.2
8.2
10
21
LMH6
6.2
11.3
-
11.2
8.2
10
21
LMH7
6.1
11.7
-
11.2
8.2
10.3
21
LMHB•
6.1
-
10.9
-
10.6
8.2
25
LMK2
5A
10.3
10.8
-
7.5
9
13
K3
5.4
10.6
10.7
7.5
9.2
13
LMK5
5.4
11
-
11.7
777-f.5
9.6
18
LMK7
6.1
11.7
11.2
8.2
10.3
21
NOTE: Inches X 2.54 = cm
• the LMHB is designed without a bleed valve available.
Pressure, MAX. PSI/BAR
300120
@ GPD/GPH/LPD
3/ .13/11
Capacity, MAX, GPD/GPH/LPD
500/20.8/1890
@ PSUBAR
2011.4
Reproducibility, % MAX Capacity
2
Viscosity, MAX, CPS (1)
1000
Suction Lift @ 1 CPS, MAX, FT/M
10/3.1 (once primed)
@ 3000 CPS
3.5/1.1
Controls
6-Station Membrane Switch
Status Display
16-Position LCD Dot Matrix
Backlight
LED Indicator Lights,
Power On - Green
Panel Mount
Pulsing - Green Flashing
Stop - Red
Stroke Frequency, MAX, SPM
125
External Stroke Frequency Control,
4-20 mADC, 204 mADC
(Automatic)
External Pacing
Stroke Frequency Turn Down Ratio
100:1
Stroke Length Turn Down Ratio
10:1
Output Relay
24 VDC, 10 mA
(Signal Level Option)
Output Relay
250 VAC, 50160 HZ, .5A
(Power Option)
Power Input
115 VAC/50-60HZ/1ph
230 VAC/50-60HZ/ 1 ph
Current Draw @ 115 VAC, AMPS
1
Average Input Power @MAX SPM, Watts
130
Circuit Board Protection
Circuit Breaker (Panel
Mount)
Temperature, MAX, °F/ C
- Environmental (Shaded)
104/40
Connections - Tubing (2)
.25" ID•X .38" OD
.38" ID X .50" OD
.50" 10 X.75" OD
- Piping (2)
.25"FNPT
50" FNPT
1) For higher viscosities, special connections are required. Flow
rate will determine connection/ball size. Consult the selec-
tion guide for details.
2) Available connection sizes vary depending an the model.
Consult the selection guide for details.
44k A811 !% /! AFErrAt17VL 719
�rvwHrri����
A Unit of IDEX Corporation
27101 Airport Road; Punta Garda, FL 33982
Phone: [phone] Fax: [phone]
941-575-4085
07195 EMP-039

M
UA
NEEL,=j,
EBARA Stainless Steel Centrifugal Pumps
Model 3U-CDU
41
Applications VT
• Plant services
• Water supply systems
• Washing plants
• Cooling water
• Car wash
• Scrubbers
•
Ultrapure water systems
•
Jockey pump services
•
Air conditioning
•
Sprinkler/flow irrigation
•
OEM equipment application
•
Pressure boosting
•
Liquid transfer
•
Heat exchanger
•
Spray systems
•
Heating
•
Beverage processing
•
Pharmaceutical services
• Water reclamation and treatment
• General pump applications
41
41
49
411
41
Features
top
• Close coupled design r
- saves space; simplifies maintenance and installation
• Stainless steel liquid end components
- high quality; corrosion resistance
• Versatile mounting
- can be installed horizontally or vertically
• Back pullout construction
- assembly and overhaul of the impeller and seal without distorting suction and discharge connections
• Top centerline discharge and foot support under casing
- ensures self -venting and reduces misalignment from pipe loads
• High operating efficiency
- lowers operating costs
• High quality mechanical shaft seals and o-rings
- available for standard pumping requirements or optional high temperature and chemical duty operation
EBARA International Corporation
Standard Pump Division e
EBARA (t) 803 327 5005 • (q 803 327 5097 - [e-mail] rev.04100
tr

4
46
EBARA Stainless Steel Centrifugal Pumps 46
96
Model CDU
Specifications
M,kA
P S ndard+q,�;.
jij��,
0 tioanai
Size
Suction
CDU70 —1'/4" NPT thread
CDU120 —1'/4" NPT thread
CDU200 — I Y? NPT thread
Discharge
1" NPT thread
Range of HP
1/4 HP to 3 HP
Range of Performance
Capacity
5.5 to 95 GPM at 3450 RPM
Head
26 to 144 feet at 3450 RPM
Liquid handled
Type of liquid
Water
Temperature
212°F (100°C)
Max. 250°F 021°C) with optional
high temperature seal
Max. working pressure
125 PSI (9 Bar)
Materials
Casing
304L Stainless Steel
Impeller (closed type)
304L Stainless Steel
Shaft
Stainless Steel
Bracket
Aluminum
Shaft Seal
Mechanical Seal — Type 21
High temperature version
Bearing
Ball Bearing
Mild chemical version
Direction of Rotation
Clockwise when viewed from motor end
Motor
Type
NEMA 56J Frame
Speed
60 Hz, 3450 RPM (2 poles)
Single Phase
TEFC — 114 HP to 3 HP
OOP —'/4 HP to 3 HP, 115/230V
Explosion
Three Phase
TEFC — 3/4 HP to 3 HP
ODP 1/4 HP 208-230/460V
proof
Explosion
Motor Protection
— to 3 HP,
Built-in overload protection (single phase)
proof
•
M
SSA 1-1 --- --- ----
as
elm
fr
ra

EBARA Stainless Steel Centrifugal Pumps
Model CDU
Performance Curves
CDU70/1-3/4HP Synchronous Speed: 3450 RPM Size: 1 x 11/4x 41h
e
e
e
e
CDU7013-1'h HP Synchronous Speed: 3450 RPM Size: 1 x l lh x Vie
•
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■■■O
RNMEM
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I
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WIMIN
15
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WO

EBARA Stainless Steel Centrifugal Pumps
Model CDU
0
mp Dimensions
Air Vent Plug
PF 1118q
o3/8"
—4g
PUrnp.,,.
-4 ­ u: 0�,
Dihi -qg!qn
Qbs'
Three
isc
Suction, Dha
, '�
VW
ff
'Sing!
TTe
g p�
-Ocio TEFC
77
J1,
CDU7011-3/4HP
I x 11/A x 41/2
11/4
1
137a Max.
36
41
31
31
CDU70/3-1 IhH P
I x I l/. x 51A.
ill.
1
IThe Max.
47
50
39
39
CDU70/5-2HP
1 x 1 1/. x 61/m
14'/l. Max.
51
58
44
48
CDU120/1-1HP
I x I'/. x 41h
11/4
1
13'ho Max.
41
46
33
32
COU120/3-11/,HP
I x V/. x 51h.
11/4
1
131he Max.
47
50
39
39
CDU120/6-3HP
I x 11/4 x 61he
174
1
Whe Max.
59
66
51
60
COU200/1-11/2HP
I x 11h x 41h
1'12
1
131he Max.
47
50
39
39 1
CDU20013-3HP
1 x 1112 x 53/16
1,/2
1
141h. Max.
58
65
50
59
CDU200/5-3HP
1 X 11/2 x 511/16
1 -h
1
14'/,. Max.
1 58
1 65
50
59
9
EBARA International Corporation
Standard Pump Division 310
EHAFA (t) 803 327 5005 - (1) 803 327 5097 - [e-mail] rev. 04/00

■ ;•
r M � 1 $ � IE r •.1 ...
lt
2
��"(3y"''
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E9ARA In rnatianai Car orati Standard Pum Division

The EBARA EVMU vertical multistage
pumps offer technically advanced designs
to meet market demands including hot
water applications.
Unique bulge forming process produces
rugged construction with increased wall
thickness and assures component integrity.
All wetted parts are constructed of high
quality stainless steel.
EBARA's robust construction extends to
critical internal components such as the
impellers. The back shrouds are as much
as three times thicker than the front
shrouds while front shrouds are 20% to
60% thicker than comparable designs.
f17
..............................
Air vent
in casing cover allows p
and dry run
Vent position
eliminates
all air
m
G
tower
ert
mechanical
a �m0
seal position
............... ...........................................
Liner ring
is a self -aligning, floating design constructed of EED
bonded to stainless steel to prevent swelling at high
temperatures
Impeller
�T = thickness back shroud
irm t = thickness front shroud
EBARA's intermediate casings are 25% to
55% thicker than comparable designs: All of
this yields longer life under varying conditions.
T
Intermediate Case
Metal
care EPO
(standard)
.................................. I............
Tungsten cart
and sleeves are Stan(
maximum operating li

•
•
EBARA Stainless Steel Vertical Multistage
Model EVMU
Specifications
aw
Standatsl
ik pfronal
Size
Suction
ANSI 250 lb
11/4" for 4 bolt flange for EVMU 2 and 4
7' for 8 bolt flange for EVMU 8 and 16
Discharge
11/4" for EVMU 2 and 4
2" for EVMU 8 and 16
Range of HP
'I2 HP to 25 HP
Range of Performance
Capacity'
4 to 118 GPM at 3450 RPM
Head
27 to 825 feet at 3450 RPM
Liquid handled
Type of liquid
Clean water
Temperature
50 to +248°F (-15° to 120°C)
Working pressure
230/360 PSI (16/25 Bar)
Materials
Impeller (closed centrifugal)
AISI 304L
Intermediate casing
AISI 304L
Bottom casing
AISI 304L
Casing cover
AISI 304L
Outer casing
AISI 304L
Shaft
AISI 316
Liner ring
EPDMIA1S1304L
Shaft seal
Mechanical — Silicon-Carbon-FPM
Motor bracket
Cast iron
Base
Cast iron
Bearing
Sealed ball bearing 1 tungsten carbide
Direction of Rotation
Clockwise when viewed from motor end
Motor
Type
NEMA C 1 TC frame
Speed
60 Hz, 3450 RPM (2 poles)
Three Phase
208-230/460V
Motor Casing
Aluminum
Test standard
ISO 2548 Class C
EBARA International Corporation 702
Standard Pump Division
Ea AM (0 803 327 5005 . 11) An', 197 snag

EVMU

EBARA Stainless Steel Vertical Multistage
Model EVMU
lmensions
41
C = Motor Dimension - Refer to
Motor Manufacturers catalog
EBARA International Corporation 708
Standard Pump Division
MARA (t) 803 327 5005 - (t) 803 327 5097 o info@ pumpsebara.com rev. oa o0

EBARA Stainless Steel Vertical Multistage
Mode! EVMU
Dimensions
Pump
type
Motor
Frame
PL
H
G
ST
SA
SG
SP
SD
SN
5E
BNi
BY1
BL
BW
2210.5
56C
10 49/64"
2 16164"
9 27/32"
23r32"
IN"
2 09'
5 33164"
3/4"
4
3 7/8"
3 15/16"
7 3/32"
5 718"
8 17/64"
2310.75
56C
11 19/32"
2411.0
56TC
12 27/64'
2511.5
143TC
13 5/16'
2 6/1.5
143TC
14 9/64"
2 7/2.0
145TC
14 31 /32"
2 9/3.0
145TC
16 41 /64"
211/3.0
145TC
1819/64"
213/3.0
145TC
1915/16"
215/5.0
184TC
22 21 /64"
218/5.0
184TC
2413/16"
4 210.5
56C
11 21lfi4"
2 61/64"
9 27132"
23{32'
1 318"
2 63/64"
5 33/64"
3/4'
4
3 7/8'
3 15/16"
7 3132"
5 7/8"
8 17/64"
4311.5
143C
12 31l64"
4412.0
145TC
13 37/64"
4512.0
145TC
14 45/64"
4 6/3.0
145TC
15 13/16"
4 7/3.0
145TC
16 29/32"
4 8J3.0
145TC
18 1/64"
41015.0
184TC
20 61/64"
411/5.0
184TC
22 3/64"
412/5.0
184TC
23 5/32"
41417.5
194TC
25 23/64"
416(7.5
184TC
27 9/16"
8211.5
143TC
13 13/16"
3 35/64"
11 1TW
23132"
1 31/32'
4 1/64"
6 1/2"
3/4"
8
5
5 1/8"
8 15/32'
7 31l64"
9 27/32"
8 3/3.0
145TC
15"
8 4/3.0
145TC
16 13/64"
8515.0
184TC
18 7/64"
8 6/5.0
184TC
1919/64"
8 817.5
184TC
21 21/32"
810/7.5
215TC
241/64"
812/10
215TC
26 7/8"
814/15
215TC
2915/64"
816/15
215TC
3119/32"
16 2/5.0
184TC
15 23164"
3 35/64"
11 13/16"
2Y32"
1 31l32"
411W
6 W"
V4"
8
5"
5 116'
8 15/32"
7 31164"
9 27{32'
16 31'!.5
184TC
1 fi 15l16"
164(7.5
184TC
18 112"
165110
215TC
20 37/U'
166115
215TC
22 5f32"
167115
215TC
23 23132"
168115
215TC
25 i91fi4"
1610/20
256TC
29 5J64"
1611/25
284SC
3117/64"
EBARA International Corporation
Standard Pump Division
EBAPA (1) 803 327 5005 • (f 803 327 5097 • [e-mail]
Ina

EBARA Submersible Stainless Steel Pumps
PRO Drainer
0 . P8"
Applications
• Residential
• Commercial
• Industrial
• Drainage
• Seepage
• Effluent/containment transfer
• Waste water (from trays, wet bars,
washing machines)
• Empty water storage structures
• Decorative fountains
• Irrigation
• Mound systems, leach fields
Move water/effluent to sewage systems
Features
• High quality stainless steel (Note: Model EPPD has Noryl impeller and diffuser)
• Available in 1/3, 1/2, 3/4, 1'/2 HP models
• Single and three phase models available
• Air filled, continuous duty rated, permanent split capacitor motors
• Built-in thermal protection with automatic reset
• Built to operate whether fully or partially submerged
• Oil lubricated double mechanical shaft seal
• Temperature rating to 122°F/50°C; 140°F/60*C intermittent duty
• Single phase models have 20' UUCSA approved, water resistant #16 AWG cord
• Three phase models have 20' UVCSA approved, water resistant #16 AWG cord
• Capacities to 88 GPM, heads to 62 feet
•
EBARA International Corporation
Standard Pump Division
ERAFIA (t) 803 327 5005 - (t 803 327 5097 • [e-mail]
rev. 04/00

EBARA Submersible Stainless Steel Pumps
is
PRO Drainer
pecifications
Model EPPD-3MS1
EPD-3MS1
EPD-5 to 15
Manual Operation Pumps
Performance: ISO 2548
r Stan ark,
Opi10
mm �f" ems. .rL
Discharge Size
'13 HP -1'14 inch
112 HP through 11I2 HP -1'12 inch
Range of HP.
'13,'l2,'14, 1, and 172HP
Range of Performance
Capacity 2.7 to 86 GPM
Head 9.3 to 61 feet
Limitation
Maximum Water Temperature
122°F150°C
Solids
'la' Spherical
Speed
3600 RPM
Materials
Casing
304L Stainless Steel
Impeller
304L Stainless Steel*
Shaft
303 Stainless Steel
Motor Frame
304L Stainless Steel
Fasteners
304L Stainless Steel
Shaft Seal (Double)**
Material - Upper Side
NBR Fitted CarbonlCeramic'12,'G, 1, and 1112 HP
Material - Lower Side
Viton Fitted Silicon Carbide/Silicon Carbide
112,1/4, 1, and 172 HP
Impeller Type
Semi -Open
Bearing
Sealed Ball Bearing
Motor
Air -filled, Insulation Class F, 2 Pole, Rated
Continuous Duty -Permanent Split Capacitor
Single Phase
115 V
Three Phase
2081230V or 460V
Motor Protectiont
Built-in Motor Protection with Auto Reset
Power Cord
Single Phase
UIJCSA SJTOW-A with ECS No. 250 cap
plug with grounding pin - 20 Ft. Length
Rated 15 Amp 125V - NEMA 5-15P
Three Phase
UUCSA STOW -A water resistant, stripped end
jacket removed 2 inches and conductor stripped
51$' — 20 Ft. length
ITEM NO. EPPD-3MS1 Model No. 32Z707U6.3S - Impeller/Diffuser material is Thermo Plastic-Noryl GFN3
" EPPD-3MS1 & EPD-3MS1 —'I3 HP Shaft Seal is Non -Mechanical - Double Oil Seal (Rubber)
1Three Phase models require user to provide motor protection
EBARA International Corporation
Standard Pump Division 101
EBARA (t) 803 327 5005 • (f) 803 327 5097 • [e-mail] rev.04/00

di
EBARA Submersible Stainless Steel Pumps
jo PRO Drainer
Performance Table
dw
0 Capacity in Gallons per Minute
Natal
EPPD-3
73 HP 45 39 31 21 5
EPD-3
73 HP 45 39 31 21 5
EPD-5
12 HP 73 67 60 51 40 27 9
EPD-7
'14 HP 74 67 58 49 F 39 27 16
EPD-10
1 HP 83 82 1 75 65 55 42 27
EPD-15
172 HP 88 81 74 65 1 54 42 25
PRO Drainer Performance Curve
60 Hz (synchronous speed: 3600 RPM)
0 50 100 150 200 250 300 WIN
9w
In
Ft. 70
49
60
' 50
w
U-
Z
n
b
w
w
x
30
20
�e
10
■■■■■■■■
■MNI■■■►\OW_ E■M■■■■�
■■ ■■■■MR, �■■■■■►■■�
■E ■■■■U\■\■■■■
■■■■�► ■■■■■►■■■■■
■■■■■■■■■■■■■■■■■■'
0 10 20 30 40 50
g CAPACITY IN GPM
EBARA International Corporation
Standard Pump Division
EHAAA (t) 803 327 5005 • (f) 803 327 5097 • info@.pumpsebara.com
60 70 80
18
16
14 r-
n
12
z
10 m
M
8
6
4
2
0
103
rev. 04100

EBARA Submersible Stainless Steel Pumps
�! PRO Drainer
Dimensions
f,
Model EPPD-3AS1
�} EPD-3AS1
i. EPD-5 and 7AS1
Automatic Operation Pumps
I)
i�
r
h
I!
f�
I.
I'
I
F.
I
I Dimensions: inch
Water Level in Automatic Operation
1,
.v
�PhaseM
Dtscha eK
.Size
�Mode�� �
I P
��
IWO
Pum & Motor
B q2
W
' ,�Cable
Size
0)D' =, F Length
Weight:
#bs,
Single
1'14
EPPD-3AS1
1/3
101/4
8'lis
6%
2%
21/2
0.335
20 FT.
11
EPD-3AS1
1/3
10114
81/1s
6%
2%
272
0.335
20 FT.
11
1'/2
EPD-5AS1
72
173/16
17%
1 81l4
2%
272
1 0.335
20 FT.
27
EPD-7AS1
3/4
173/16
175/s
1 81/4
1 251s
1 2'/2
1 0,335
1 20 Fr.
27
I
Dimensions: mm
I
I
I
I
i
9
RModelN
CaES�e size
rtUsSuer1
Weight
kq.
HP
A
$ ° °
�,. K
Q
�t.
O�D:2
, Ien th
Single
31.75
EPPD-3AS1
'/3
260
220
162 1
60
31.25
8.50
6.09 M
5
hPD-3A81
'/3
260
220
162
60
31.25
8.50
6.09 M
5
38.10
EPD-5AS1
1h
437
340
210
60
1 37.50
8.50
6.09 M
12
EPD-7AS1
31a
437
340
210
60
37.50
8.50
6.09 M
12
EBARA International Corporation
Standard Pump Division 105
EBARA (t) 803 327 5005 • tR 803 327.5097 • [e-mail] rev. 04100

•
•
•
Low Flow to 25 GPM n
Medium Head to 50 ff.
Type
F
CENTRIFUGAL
MOTOR PUMPS
Flows fo 25 GPM
Heads to 54 ft.
MATERIALS
Grey Cast Iron (Class 30)
Bronze (85-5-5-5)
FEATURES
■ Compact close coupled
design
■ Standard 56J motor
■ Available as unassembled kit to
volume purchasers
■ Standard John Crane Type 6A
mechanical seal. carbon vs.
ceramic
APPLICATIONS
r Air conditioning
s Washing machines
■ Carpet cleaners
■ Bilge pumps
■ Wash down
■ Circulating pumps
• Coolant pumps
• Brine circulation
60
50
m 40
m
30
w
z 20
10
0 5 10 15 20 25 30
FLOW (USGPM)
SWTI
r
umn
G
00
1 M
1f
I Y
1 2
OBGII
sic.
90
23M1
27M
61YI6
23N
1311!
2//2
1!l
3W
FM
C
2Ism
4IN
3IN
1V2
2M
2N'
1'
P16
31VIS
21VIG
E1N
2SN
119
21Q
1'
11M'
NOTES'
OIMENs10Ns ON LKF= ARE FOR 14 W
A OII.ENsms ARE Roumw To THE NEMW Inf
Form #219

PRICE PUMP CO. - SMOMA, CR. $

CHEM FEED - LIQUID
Pulsation Dampeners
• Reduce hydraulic shock and pressure surges in chemical feed fines
• Smoothes out flow traveling through flow measuring devises
• Recommended with mechanical driven chemical feed pumps
We recommend using a pulsation dampener on the discharge side of your
mechanically driven chemical feed pump in addition to a pressure relief valve.
The natural pulsating action of these pumps is enough to rupture a pipe, fitting
or valve - causing a potential chemical spill disaster. With a dampener in
place, chemical flow is smooth and constant. To smooth out flow readings,
install as dose to the pump as possible and before your flowmeter.
The only moving part is a bladder, which provides a cushion to absorb intense
pressure changes. The bladder is available in a number of different elastomers.
The dampener housing is available in PVC, PVDF, or stainless steel. Inlet and
outlet ports are available with threaded NPT, BSP or flanged connections.
lease contact us with the following information and we will select and quote a
ulsation dampener that is best suited for your application. You can fax us
using the Tech Support request form in the front of the catalog or on our
website. if you prefer, contact our Tech Support Department directly and refer
to item #75502 when calling.
REFERENCE # 75502
Customer:
Date. -
Account #:
Phone #:
Contact:
Fax #:
1) Pump make and model:
_.
2) Pipe ID: in.
3) Length of pipe (from pump
to valve):
Vertical:
ft. Horizontal: ft.
4) Liquid pumped:
Specific gravity:
Sch. 40 shown
Static Mixers - Sch. 40 & Sch. 80 PVC
A simple, inexpensive way to disperse chlorine, alum, polymers, and other
chemicals into your water stream. Inlet and outlet are NPT(M). Use the formula
below to determine the number of elements best suited for your application.
(We recommend using Sch. 80 mixers for most chemical feed applications to
correspond with existing pipe.)
3157 x Flow rate (gpm) Elements required'
Pipe Diameter
'li number is greater than 1,000, use 6 elements.
It number is 500-1.n use 12 elements.
6-ELEMENT MIXERS
SCH. 40 TRANSPARENT
SCH. 80 NON -TRANSPARENT
SIZE,NPT
LENGTH
STOCK #
EACH
LENGTH
STOCK #
EACH
318,
6112'
29386
$ 65.00
-
-
-
1/2'
7'
29387
85.00
7"
29403
$ 149.00
314,
9'
29386
90.00
8'
29404
153.00
1"
11'
29390
100.00
10"
29405
169.00
1114,
14'
29391
110.00
-
-
-
111i
15.
29392
120.00
15'
29406
204.00
2"
19,
29393
145.00
18"
29407
238.00
12-ELEMENT MIXERS
SCH, 40 TRANSPARENT
SIZE•NPT
LENGTH
STOCK #
EACH
319'
11'
29396
$75.00
112"
12'
29397
95.00
314'
15'
2939B
105.00
1'
18.
29399
130.00
1114,
25'
29400
140.00
1112,
28,
29401
150.00
2'
35'
29402
165.00
SCH, 80 NON -TRANSPARENT
LENGTH STOCK# EACH
11'
29408
250.00 -
14'
29409
256.00
19.
29410
280,00
26'
29411
339.00 =
33'
29412
395.00
Static Mixers
Sch. 80 Flanged
These mixers were designed v.. �'
specifically for use in the water
industry. All feature Sch. 80 PVC o
''
construction with 150 lb flanged
ends and a threaded injection port
for use with chemical feed pumps.
Three stage mixing elements
assure that all commonly used r.
chemicals, including chlorine,
polymers, acids and bases, are thoroughly blended with the water to assure a
uniformly mixed solution.
PIPE
FLOW
SIZE
OVERALL
RANGE
PRESSURE
WT
FLG (150#)
LENGTH
(GPM)
LOSS (PSI)
(LBS)
STOCK #
EACH
3"
17'
25 - 200
0.9 - 5M
9
29416
$436.00
4'
20-
30 - 400
0.4 - 7.36
16
29417
627.00
6"
28'
60 - 800
0.6 - 5.80
33
29419
885.00
INJECTION PORT OPTION 314' NPT(F), (FACTORY INSTALLED) 29420 S 82.50
5) Temperature: -.°F Viscosity:
-�=
-NPT
Socket Flanges
Class ISO
6) Inlet port --BSP Flange
7) Materials of construction:
PIPE
11I2'
2"
# BOLTS
4
4
STOCK #
24634
45450
EACH
S .5
9.25
Wetted:
21/:'
4
24633
14.29
' Bladder
3"
4"
4
a
45452
45454
15.79
19.96
Non -wetted:
6'
8'
B
B
45456
24635
31.43.'�
51.13
y
z+w +
'Above data is for dampening only. For lhermal
expansion or surge control applicalions
contact our Tech SuppW D*jta ent. ,
van Slone Style
94 V done 1-800-&W-1234 www.usabluebook.com Fax [phone]

AFR-14--'001 14 : 59
915 2-31 G214 P . 02 02
•
•
•
•..ft"O wr +war
�t+�� �M J•II� wit �er
Home I Help I Contact j Parts and Service
En,��s • T.tachn, G,logies. • Har SG.ren!i1.-Q,q
Bar Screen, Series 1 000 - Series 1 000 -
VIVENDI
Envircnnomrent,*, wY
Site Seercn
r
Feature(s): Angle of Inclination: $00 siandar ' 76" optional
Discharge Height 5 ft 6-1/2 It, 8 It. 9.1/2 ft, 11 ft, 15 ft (bottom of channel to
discharge of screenfy
11
Bar Rack Length: 28"448 , 60"
Bar Rack Width: 9 12", 15", 18", 21" 24", 27"C30"
Bar Rack Openings:.25" (use double guard), .375:, .50", ,75%(1"
Screen Width: Screen width is bar rack plus 6.75"
Number of Rakes Per Screen: Discharge height from 5 ft to 11 It will be three (3)
rakes, Discharge height over 11 ft will be five (5) rakes
Materials of Stainless Steel,
Construction;
Requirements:
® 2002 usFi+ter
All rights reserved
0
a
`.! c1�mS.ol.lJss
`f?riv�cy Siatament.

• K
100
CL2
Fanner Sales Company
Instrumerdation for Water
and Wasip Water Analysts
9502 Gullsiream Rd
Complete chlorine analyzer package for the Franklort. IL 60423
determination of free or total chlorine in water Tel: 815-4e9-8333
FaK; 8t5-449.8313
~.pannevcom
Also for pH, Ozone, peracetic acid, chlorine dioxide, H2O2, and sodium bisulf9te.
Description
Microprocessor -controlled chlorine analyzer with integrated controller for water analysis applications.
A constant continuous flow of water is applied to the measuring cell, A current flow
between the electrodes is proportional to the concentration. The K100 amplifies this signal
and recalculates the measured value to the calibration and temperature settings. This
recalculated value is indicated In mg1I (ppm) on the LCD display. This result can also be
used via an analog output 014-20mA for recording or controlling purposes.
Main appilcations /
• Waste water treatment
• Water purification
• Chlorination/dechlorination
• Swimming Pools
• Cooling tower — air scrubber
Food and beverage Industry
iFeatures
• The whole system is mounted on a PVC board with flow
regulator, flow through electrode holder and electrode
• Two-line alphanumerical LCQ display for
measured values and customer programmed data
• Easy user -guided operation with only rive keys
• Password function preventing unauthorised access
• Integrated polentiostat
• Temperature compensation
either manually or via Pt-100
• 1-point calibration
• Galvanically Isolated inputs and outputs
• Integrated controller with 2 set points
• Additional temperature display (0 - 50 OC)
Controller
• on/off-controller with adjustable hysteresis
• Proportional controller (pulse -pause or pulse -frequency controller)
• Indication of set point relay status in the display
• Analogue output for continuous control or as recording output
• Manual operation of set points
• Adjustable 'power on' delay
• Controller stop via external contact
• Option
• Serial interface RS-485
verown: 03,2000
subject to alleatk+na

• CL2
Penner Sales Company
K 100 MInstrumer'tlalton for Water
and Wale Water Analys>i
9502 Gutfatream Rd
Complete chlorine analyzer package for the Frankfurt. SL 60423
determination of free or total chlorine in water Tel: [phone]
wWw in) ner.com
Also for pH, Ozone, peracetic acid, chlorine dioxide, H2O2, and sodium bisulfile.
Technical data
Power: 24 or 130 or 230 VAC, + 6 %, - 10 %, 40 ... 60 Hz
Power consumption: 10 VA
Ambient temperature; operation 0 - 50 °C
storage - 20 - 65 °C
Humidity, % rF: max. 90 % at 40 ° C
(non -condensing)
Packagel The whole system is mounted on a PVC tDoard. Measurements
305430xg0mm (12'x9" x3.5') protection class IP-65 (NEMA 4 X)
Sample rate:
56 A (14.8 gal)
Measuring range:
0 — 5.00 ppm
Weight:
2.25 kg
Connectors;
spring -loaded terminals
Measuring range;
0.5 — 5.0 mgA
Accuracy-.
+1- 0.1 mg/l
Analogue output:
014 - 20 mA, galvanically isolated
Registration range:
adjustable within measuring range
Load:
max. 400 Ohm
Interface (optional):
IRS 485
. Eleciromagn compatibility:
according to DIN EN 50081.1 and $0081-2
In compliance with;
CE
•
Controller
to control solenoid valves or feeding pumps. 2 set points
Power on delay:
0.200 seconds (adjustable) before the controller is active
Control functions:
on/off-controller with adjustable hysteresis
Proportional controller (pulse -pause or pulse -frequency controller)
014 -- 20 ma for continuous control
Manual operation:
manual operation of set points possible
Relay output:
2 relay outputs for SP 1, SP 2,
each with 1 NO/NC contact (SPOT)
max. 250 V, 8 A, 550 VA;
indication of set point relay status In the display
Digital input
external contact hold (controller stop)
Order numbers:
K-100 CL2 with wall -mounting enclosure, with integrated controller (free chlorine) 8400005
(total chlorine) 8500005
Option: Serial interface RS-485 7611453
If supply voltage differs from 130 V, please indicate.
ve,,;o,t: aa+21300
9utry�rt to ■usrotione

Apt- 24-02 11 : 1RA A D C 931 ::18 2(-)7n P, of
MSDS SAFETY S1 E ET
• 1 of 4
ON 47-
MATFRiAL SAFETY DATA Simu
Best Sulfur Products
A division of Ap, Formulatorry Inc_
5427 E. Central Ave.
Fresno, CA 93725
For Technical Inform. -lion call [phone]
For Emergency Information call Chemtrec 1(800)424-9300
Effective datc. 1 t-16.00
Supereodes: 6.1.98
I. IDENTIFICATION
Product: CAPTOR
Chemical Narrie: Calcium Thiosulfate Solution
For;nul.a: CaS20;
Che,rrucai Fwitily.- Irlorganic Salt
El. COMPOSMO?,i
Chcrr1 cal CASE Rqe ulation
Calcium Trim ulf%te 101,24-4 i -1 24 No
A solution (14'—USz03 in ',,eater
M. HAZARDOUS IDENTIFICATION
• CERCI.A Ratings (0-3): Health = 0 Fire. - 0 Reactivit}' = 0
1'er.s:ytcnce - l�
NFPA Ratings (0-4): Health = 0 Fire _ 0 Reactivity = 0
Iv. EMERGENCY AND FI7t-5T AM PROCEDUM S t
POTENMAI. SHORT-TERM HEALTH EFFECTS:
Ste' CONTACT: Irnmcdiwely flush with tame auantit:cs ofwater, rennovc
corilatni iated cloth riw ami shoezC and w;,sh ;3roduct front ,k61.
E V F C.'0NTACT: Irnniediately flush eyes with c.lc>an watcr, Ltislg upper and lcw:;r
lids, for at lest l 5-20 minuses. (7btai z r cd:tal attention it irritation
OCCLL*S Or persist.
INGESTION., I' vor.7iting occurs, keep lead lows., tlin ;hips to help prcvcm
:spimtion. '1'rcat symptoma;icaNkand s�Pju� rtively. Gct i:icclical
attention if ic.c Icc1.
INTIA1,AT[ 0N` Rrrnove .ns:;,� �iom coatr,minti'ce Wc�. I; } rtathiir� is iai},nrcd,
adwinisier oxrge,n. It hrcathinj! h:i.� vicar the airway ;and
!hair. rno-im ;') moa:ii.
LONG-TERM 14FAI -TI I I�:F F:C TS: -No inlorwuatioo ryn ;onz-term cffcets is
• availahfe.

Apr-24-02 ] 1 : 19-A A 0 C 931 436 2673 I?.02
• MSUS SAFETi' SItIEIrT
2 of 4
V. FIRE AND EXPLOSION HAZARD
Neg#igiblc hazard when exposed to heat or flame
EXT, YC:UISH3NG ME, DIA: Extinguish using agent suitable for type of
surrounding lire.
FIRE FIGHTRiG: Move container from fire area if possible. Avoid breathing vapors.
Ketp upwind. Use agents suitable For type ofsurrounding fire. avoid breathing
hazardous vapors. Keep upwind.
HAZARDOUS COMBUSTION PRODUCTS: Thcrmal decomposition products may
include toxic oxides of sulfur.
FLASH POINT: NC
FLAMMABLE t. MITS IN AlFt; nic
AUTO IGNITION TEMPERATURE (degrees C (F) : rv4
EXTiNGVSHING MEDIA: CO,, dry chern, ;=i fo-om, wa:e.r spray
V1. ACCZ-OF.NTAL RE -LEASE MFASURRq
Absorb smaU spills with sand, earth, sweeping cornpound or other inert absorbent.
• Di��osc of in accvrda.ncc with all goveramtot regubitions. Largc spill should be diced
to prevt:nt entry of )a: gc quamities of product into sewers or drzirLs. Recover as much of
solution as possible. On large spills, land application could be possible as long .zs
appiiCation rates are not exceeded, please check with tbe local AS C;otnmi.;siorter for
permission. Uisz s j� e of in accordance v4'i.th appli=ble loca.i, count)-, state, and ;edeml
= egulations.
«r. HANDLrNG AND STORAGE
Do not beat drums «oith any welding equipment as explosion rr1.4v occ ui. Avoid
brcathnnf; gas. Do not gee in ryes, on skin or on clotlung. Store u, a cool, dr►, place in
flroperly dCtiigned vessels -
VITA. EXPOSIJRF- CONTROLS / I'rRSO-IAL PROTECTION
w, occupattonal exposure liniits have been established OSI-A, At='Glii. (;r N10SH.
F'Rf,YI �C'1 l �'l C,l"ll'MF tvT SI-TOULD BE USLD OUR - NG 1-14F
NIZ0CF.r)i..11{ F.ti
• tilanufaiure or li:r-mil anon of:his product
• Repnir and nin,n.enancc: of Co.nkwni.rLqed equipnier,i
• ca�<ls, ltr) of Ical-'s niicj 5pills
• :�n'.r ol,i,,r_r aciivltr' til,;.t rtav rcnult in h zL "T ,)ns Cx::C'SurL'S-

Apr~-2a.-C2 11 :19A A D C 9SI 438 2673
MSaS SA T-.TY SHEET
3 0#'4
RESPIRATORY PROTEC'TIONt
Nonc generally required. If conditions exist wl,cre excessive mist nught be generated, a
wrist respirator is recommended.
In case afemergency eonditinns such as fire, high heat, and or contact with acids, use a
NIOSH / MSHA approved fulJ4= respirator with S01 gas cartridge. Use positive
pressure .-elf=contained breathing apparatus for emergency or other conditions rcgwring a
higher level of protection
CLOTHING: Rubber gloves and apron should be used for prolonged or repeated
contact. Safety glasses or chemical goggics are recornmrnded to avoid eye contact. Do
not wear contact leases.
IX, P11YSICAL_AND CHEMICAL PRAPERTIFS
DESCRIPTION: Clear colorless solution
Molecular Weight, 152.20
'eater Solubility: Completcly soluble its water
ltitolecoNr formula far active ingredient: CaS1O,
SoNcrst Solubility: Nearly insoluble in alcobol
-Specific Gra-vRty. 1.245
p14: 6.5 — 7,5
Vapor pressure: (mmHg) NID
• X. STABILITY AND RFACTT%rlTY
Stable u.-ider nonrW conditions and pressures.
C:O,NDITiONS TO AVOID: Avoid contact with acids. Sulfur dioxide could be
rcicased if mixed with acids,
I:'NCOMPATIRILITIES: Reacts with Acid to form sulfur dioridr,
Corrosive to brass and copper.
X1. TOXICOLOGICAI, LNFORMATION:
LD 50 fr-At), Anhydrous CaS203 : 374 tngfkl; ; MlVt-nouS
LD 50 (rat): 57 i rnp'kg intraperitones!
LD 50 (mouse): rat U) 50; 115 nigft.. ininaptrsusneai
(:.,',F2C_,fN()(:FN STATUS- c,nc
t('UTF TOMMY I.FVL1-. data.
TA-RCF.'F EFFECTS.- a !k1able
SKIN CONTACT: r✓„c� 'nc. i<-rit.:tin;,
LF (:c:):tiTACT:
0

Apr-24--02 11:19A A D C 931, 438 2673
MSDS SAFFTY SHUT
. 4 of4
INGESTION; Thiosulfate sails are poorly absorbed from the
alirt Mary tract. ingcstian rriay result bi a Cathartic
efTect.
CHRONTC FXPOSURE: No data available for any type of exposure.
XIL DISPOSAL CONSIDERATIONS
C;ontamirrated cleanup raterL-ds may be hazardous. Refer to Sections IV and Vill of
this MSDS sheet before harx ing. All contaminated materials should be placed in
disposable canta.iners and buried in an approved dumping area. follow all, local rulcs
bovermng waste disposal in your arcs.
XM. TRANSPORTATION INF4RMAnQN
Classification: Not ha-rdous by D.O.T. Regulations
D.O.T. Proper Shipping Name; Calcium Mosulfate
Otbrr Requirements: ',,AA
XFV. REGULATORY ItNF0U1ATic.?ti
. SARA TITLE 111 SECTION 313: NOT LISTED
RCRA HAZARDOUS WASTE: NOT LISTED
CA purls. 65: NOT LISTED
XV. OTHER INFORMATION
The irtrornnation berein L9 oven in good faith but no warrwry. ex-prr.ssrd or impl c4, is
made,
i
TCiTI�L P.07

I
m
N
U
a
d
FLUID OUNCES OF CAPTOR PER THOUSAND GALLONS OF WATER
1
�?
2
Parts
3
per Million Chlorine
4 5 6
(1-10)
7
8
9
10
pH
6.5
0.69
1.39
2.08
2.78
3.47
4.16
4.86
5.55
6.25
6.94
6.8
0.67
1.34
2.02
2.69
3.36
4.03
4.70
5.38
6.05
6.72
7.0
0.66
1.32
1.97
2.63
3.29
3.95
4.61
5.26
5.92
6.58
7.2
0.64
1.29
1.93
2.57
3.21
3.86
4.50
5.14
5.78
6.43
7.4
0.63
1.26
1.89
2.51
3.14
3.77
4.40
5.03
5.66
6.28
7.6
0.61
1:23
1.84
2.45
3.07
3.68
4.29
4.90
5.52
6.13
7.8
0.60
1.20
1.79
2.39
3.00
3.59
4.18
4.78
5.38
5.98
8.0
0.58
1.17
1.75
2.33
2.92
3.50
4.09
4.67
5.25
5,84
8.5
0.55
1.09
1.64
2.19
2.73
3.28
3.83
4.37
4.92
5.47
9.0
0.51
1.02
1.53
2.04
2.54
3.06
3.57
4.08
4.58
5.09
9.5
0.47
0-94
1.42
1.89
2.36
2.83
3.31
3.78
4.25
4.72
10.0
0.44
0.87
1.31
1.74
2.18
2.61
3.05
3.48
3.92
4.35
*M-aaaure pH 31 a0LIA1 N-C�ror.nafion Foirtt

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 NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C, 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 Washington Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Michelle Barnett at [phone] ext. 544.
Sincerely,
lz--2�11'1'
for Alan W. Klimek, P.E.
Enclosures (General Permit.NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Greene County Health Department
Washington Regional Office, Water Quality Section
Greene County Soil and Water Conservation District
Permit File NCA240131
Permit File AWS400131
NDPU Files

i r Michael F. Easley, Governor
oFWArFR
Ot ()G William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
j Alan W. Klimek, P. E., Director
O `C
Division of Water duality
April 9, 2003
Charles L. Stokes Jr
Red Hill Farm
782 Lower Field Road
Ayden NC 28513
Subject: Certificate of Coverage No. NCA240131
Red Hill Farm
Swine Waste Collection, Treatment,
Storage and Application System
Greene County
Dear Charles L. Stokes Jr:
On March 14, 2003, the North Carolina Division of Water Quality (Division) issued an NPDES General
Permit for swine facilities. The General Permit was issued to enable swine facilities in North Carolina to
obtain coverage under a single permit that addresses both State and Federal requirements.
In accordance with your application received on January 22, 2003, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Charles L. Stokes Jr, authorizing the operation of the subject
animal waste collection, treatment, storage and land application system in accordance with NPDES
General Permit NCA200000. The issuance of this COC supercedes and terminates your COC Number
AWS400131 to operate under State Non -Discharge Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Red Hill Farm, located in Greene County, with an animal capacity of no greater
than an annual average of 3672 Feeder to Finish swine and the application to land as specified in the
facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or Farrow to
Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary, they may
be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4
gilts for every 3 sows
The COC shall be effective from the date of issuance until July 1, 2007. 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 pay careful attention_ to the record keeping
and monitoring conditions in this hermit. The Devices to Automaticallv Ston Irrigation Events Form
must be returned to the Division of Water Quality no later than 120 days following receipt of the
Certificate of Coveraize. The Animal Facility Annual Certification Form must be com leted and returned
to the Division of Water Quality by no later than March 1st of each year.
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Customer Service Center
An Equal Opportunity Action Employer
Internet httpJ/h2o.enr.state.nc.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled110% post -consumer paper

�! r
WASTE- UTILIZATION PLAN
North Carolina Cooperative Extension Service
Wednesday, July 18, 2001
Producer :
Farm Name:
Telephone # :
Type of Operation
CHARLES STOKES JR.
RED HILL
LOWER FIELD RD
AYDEN,NC
[phone]
Feeder to Finish Swine
Number of Animals : 3672 hogs design capacity
Application Method: Irrigation
%1
Y
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
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
contents 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 avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is 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 the 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. This plan is based on waste application through irrigation for this is the
manner in which you have chosen to apply your waste. If you choose to inject the waste in
the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating waste
are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. 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 of 9

i
� -AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
�� • �' 3672 hogs X 1.9 tons wastelhogslyear = 6976.8 tons /
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
' r 3672 hogs X 2.3 Ibs PANlhogslyear = 8445.6 PAN/year
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,
soil type and suface application.
TABLE 1 :ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE NIACRE NIACRE USED TIME
i 337!
337!
337!
337,
337!
337'
- 337
j -337
337
337
337,
337'
337'
33T
337
337
337
337
337
337
337
i 1
ALPIN 0-5%
FP
3.2
160
0
4.85
776
SEP-MAY
i I 10
10
i 11
F 11
NORFOLK 0-2%
_
w
SB
60
120
0
4,96
4.96
595.2
854.72
576
_ 633.6
SEP-APR
APR-SEP 1
SEP-APR
APR-SEP 1
NORFOLK 0-2% -_-- --
NORFOLK 0-2%°
NORFOLK 0-2%
33
132
0
w
60
120
0
4.8
SB
33
132
0
4.8
E
12
-12
NORFOLK 0-2%
w
60
120
_
0
4.09
490.8
SEP-APR
I -
--
NORFOLK 0 2%
56
33
132
0
4.09
539.88
APR-SEP 1
3
13
-13 -
ORANGEBURG 0-29%
W
60
120
0
4.42
530.4
SEP-APR
1
ORANGEBURG 0-2%
SB
38-
152
0
4.42
671.84
APR-SEP 1
1 2
F 3
3 ; 4
1ALPIN 0-5%
LUMBEE DRAINED
ILUMBEE DRAINED
FP
FP
3,2
3.4
160
170
0
0
2.45
392
SEP-MAY
SEP-MAY
SEP-MAY
2.41
409.7
FP
3.4
170
0
2.66
452.2
i I 5 ILUMBEE DRAINED --
3 6 NORFOLK 0-2%
FP
3.4
170
0
3,19
542.3
SEP-MAY
_SEP-APR
_
W
__60_-120-0
6.34
760.8
l
fi �NORFOLK 0-2%
SB
33
132
0
_
&34
836.88
APR-SEP 1
3
!I! 7 NORFOLK 0-2%
w60
12D
06.$9
- 826.8
SEP-APR
3
f 7
INORFOLK 0-2%� �-
SB
33
132
0
- 6.89
909.48
APR-SEP 1
3
8
NORFOLK0-2%
W
60
120
-0-
4.96-
595.2
SEP-APR
1
3
3
8
i 9
9
--
INORFOLK 0-2%
SB
W
- 33
132
0-
4.96
654.72
72fi
APR-SEP 1
SEP-APR
APR-SEP 1
11 O0'00LK_0-2%- - -_
NORFOLK 0-2%
60
120
Q
�66_5
-
SB
33
132
0-
798.6
TOTALS: 13373.1
- Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
I requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
5
5
5
5
5
5
5
5
Page 2 of 9

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES I and 2 above:
CROP CODE _ _ CROP UNITS LBS NIUNIT
S8 -- •-- SQYSE_ANS ---------__..�..� BUSHELS----�----.a
- -----
IIFP TALL FESCUE -PASTURE - TONS i 50
FFP TALI. FESCUE -PASTURE �-
;W WHEAT BUSHELS --I 2.4
I W WHEAT
Page 3 of 9

"OTALS FROM TABLES 1 AND 2
ACRES L85 AW
N USED
,SB.O .-- --- — -
'TABLE 1 #99�8 13;373
TOTALS: --We"ftl 13,373
AMOUNT OF N PRODUCED: 8,446
—BALANCE -4,928
*** This number must be less than or equal to 0 in order to fully utilize the animal waste
N produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in the
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 1358.64 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge,
See the attached map showing the fields to be used for the utilization of waste water.
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.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.7 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE (In/hr) AIVIT (Inches)
3379
3379
3379
3379
13379
3379
- 13 -- --
-- -
ORANGEBURG 0-2% --_
— w-
13 ---
ORANGEBURG 0 2%
SB---
---
10, 11, 12, 6, 7, a, 9
10, 1 i, 12, 6, 7,-A, 9
NORFOLK 0-2%
w
0.50
•1
NORFOLK 0-2%
$B
-
0.50
_
-
3"1,5—
1,2
—_
NIBEE DRAINED —
FALPINO-5% _�.�.------------FP
— FP
p.40
--
*�
----,� -_--_
0.40
* 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 the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4 of 9

NARRATIVE OF OPERATION
1...,�
�r
Page 5 of 9

,i
PECANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. 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, dlimate conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers" required by DEM. (See FOTG
Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
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" in the NRCS Technical Reference -
Environment file for guidance.)
`7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order to control conditions conducive
to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
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 a crop on bare soil.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
Page 6 of 9

' 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 that an irrigation ditch or canal. Animal waste
`Y 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 landownwer.
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 croplands
provided they have been approved as a land application site by a "technical specialist",
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and 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. Lagoon 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 as a preemergence with no other 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 fpr 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
element. Zinc and copper levels in the soils shall be monitored and alternative crop sites
Page 7 of 9

{ �.....«-...r.............. a --..— , ...... ..r...
" half be used when these metals approach excessive levels. pH shall be adjusted for
4- , optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) years. Poultry dry waste application records shall be maintained for three (3) years.
Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
Liquid Systems
Page 8 of 9

`1NAME OF FARM: RED HILL
OWNER 1 MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished 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/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land"
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILIT O E HARLES STOKES JR.
SIGNATURE: '� DATE: b 1
NAME OF MANAGER (if ferent from owner):
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: BRIAN TINGEN
AFFILIATION: GREENE SWCD
ADDRESS (AGENCY): 3 PROFESSIONAL DR. SUITE D
SNOW HILL, NC 285801332
�-� (252) 747-3
SIGNATURE: DATE:
Page 9 of 9

k
to

a
WETTABLE ACRES DETERMINATION 07-17-01
RED HILL FARM
CHARLES STOKES JR.
FIELD
LENGTH
WIDTH
START END ACRES
WETTED DIAMETER
1.
650
270
.82 4.85,
335
2.
160
190
.47
175
270
2.45
335
3.
350
227
.59 2.41
285
4.
450
200
.595 2.66
285
5.
500
227
.59 3.19
285
6.
890
270
.82 6.34
335
7,
980
270
.82 6.89
335
8,
750
240
.825 4.96
335
9.
950
240
.825 6.05
335
10.
750
240
.825 4.96
335
11.
720
240
.825 4.8
335
12.
900
180
.375 4.09
250
13.
980
180
.375 4.42
250

.i ,,..; . I. +r
Y ' Wettable Acres Determination Certification
Name of Facility:M� d rix- Facility Number: 1,31
Ownf r(s) Name: Phone No: 25z-'1�1[c •�t�Z
Mailing Address: 29-L N\C 0951S ------
By sigiiing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. Tile facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along wish the
iipplicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
i the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management PIan. Any future modifications must be approved by a technical
pecialist and filed with the Soil and Water Conservation District prior to implementation. If any
I-nodifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name:-1R)ZL. s iZ.
Owner Signature: Date: A 08- 01
Technical Specialist Name: 617-.M>,i I �\1rso�d
Technical Specialist Signature.- `r ` Date:
if ;+ssisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Speciahst/PE Signature: Dater
Submit this form to:
Attn: Sonya Avant
Non -Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
NVAI)C — 7/99

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CONFIDENTIAL
_2
r
EXECUTIVE Si}11 WARY
SUN& ARY OF FIELD TRIAL, RESEARCH
ON V ULCAN MATERIALS
FERTILIZERIRE1MINERALIZATION PRODUCT
CONDUCTED AT
NORTH CAROLINA STATE UNMRSITY, RALEIGH NC
AND
UNIVERSITY OF FLORIDA, GAINESVILLE, FL
Project Coordinator- Dr. Robert Ian Bruck
Professor and Assistant Vice Chancellor
North Carolina State University
And Consultant to Vulcan Materials Company
A i,Y 0 A-!; 'bo r�

EXECUTIVE SUIbi11rr1ARY
Background- For more than 25 years scientists in North America, Europe and Austrailia have
sought to develop fertilizer and soil amendment products composed of industrial and animal
waste and byproducts. Although several products have shown "utility," and have been
commercialized; most developments are short lived and fail to attract significant markets.
Since the beginning of the "green revolution" following the end of the Second World War;
western agricultural practice has increasingly depended on chemical fertilizers and pesticides to
provide for maximum yields and quality. About a decade ago a strong body of knowledge was
compiled, suggesting that the use of these chemicals (250 million pounds of pesticide alone in
the US- 1990)-was significantly and negatively effecting surface and ground water, soil and air
quality and ultimately human health and the sustainability of the basic and necessary elements
for food and fiber production. Many elements of US agricultural practice from citrus production
in Florida to golf course turf grass are under siege by regulatory and public interest groups. Thus
arrives the era of "sustainable agriculture."
The basic tenet of sustainable agricultural practice is to preserve and enhance the quality of the
soil. NPK based highly soluble chemical fertilizers and powerful soil applied pesticides literally
"kill" the chemical, physical and biological structure of the soil. The productivity of US soil
systems is decreasing- thus necesitating the use of more chemical fertilizers and pesticides to
maintain yields. The use of natural animal manures, and ground natural mineral products (glacial
sands) has been used by man since the dawn of agricultural practice over 7,000 years ago.
Natural products serve to increase soil nutrition, improve soil structure and permeability and
allow for sustainable food and fiber yields.
Vulcan Materials Company (Winston-Salem, NC) has developed (patent pending) a novel
natural product fertilizer. Through the blending of soild hog waste(digested lagoon manure),
micro -nutrient rich rock quarry fines and phosphate waste tailings, Vulcan has incorporated three
industrial and agricultural waste products into a slow release, micro -nutrient rich, 2-2-2 (NPK)
fertilizer product that appears to have significant utility as a commercial sustainable apiculture
fertilizer and soil amendment product.

I
Materials and Methods -
Once the product— hereafter refered to as VULCAN— was formulated, research contracts were
let to soil scientists at North Carolina State University- Drs' Wayne Robarge and Robert
Mikkelsen, and a horticultural scientist at the University of Florida- Dr. William Stall.
"During the Spring of 1996, Vulcan was formulated and shipped in 55 gal. drums to Raleigh NC
and Gainesville Florida. The investigators initiated standard small field plot fertilizer trial studies
on Cotton, Sweet Corn, tomato, cucumber and.snap bean. Dr. Robarge also conducted
greenhouse trials on bermuda grass, sorghum sweet corn and field beans to determine the uptate
dynamics of Vulcan under potted systems. Additionally, Dr. Bruck initiated greenhouse potted
plant studies on broccoli, spinich, cabbage, radish and loblolly pine seedlings.
ALL experiments were conducted by standard statistical protocols where each treatment had a
minimum of 4 observations and was repeated a minimum of 3 times. ALL data are expressed as
the average of all observations (within a treatment) and statistical significance is expressed at the
P=0.01 or P=0.05 level (one or five percent level of confidence). Data was not deemed
statistically significant unless it met the 1 or 5 percent confidence level.
Results -
Figures 1-6 were compiled by Dr. Robarge. These data were from greenhouse experiments he
conducted using, bermuda grass, sorghum, sweet corn and field beans. Vulcan was compared to
standard chemical fertilizer treatments. The results are simple to interpret- the Vulcan material
which is (by analysis) a 2-2-2 product was slower to initiate its grown properties on the plants -
BUT by the end of the experiment was equal or better in terms of soil and tissue nutrient content
and plant biomass as compared to chemical fertilizer- which likely leached from the soil. Vulcan
exhibited slow -release properties that meant longer nutrient retention in the soil and Iess
leachate-hence runnoff under growing conditions.
All field experiments yielded truly exciting results. (Remember- an A followed by another A on
the data tables means there is NO significant difference between treatments). In all cases the
chemical fertilizer and Vulcan performed significantly better than, the no -treatment controls.
Of greatest significance was the observation that varying rates of Vulcan alone or in combination
with chemical fertilizer equaled full chemical fertilizer rate growth and.yield. Obviously, higher
applications of Vulcan provided more macro and micro nutrients to the soil -crop system
however- 200 lbs/acre of Vulcan often exhibited yields STATISTICALLY EQUIVALENT IN
YIELD TO FULL STANDARD CHEMICAL FERTILIZER TREATMENTS. For example-. the
Florida cucumber trials; the full chemical fertilizer treatment contained more than 5 times the N-
P-K when compared to the Vulcan 220 lb/acre treatment- yet yields were insignificantly
different.

Dlscusslon-
It is rare that the research and development of a "nev/' product coincides so well with its need
and demand. Hog waste, quarry waste and mining waste are all "hot topics" regarding the
sustainability of our environment. Chemical fertilizer and pesticide- use and abuse- also is a
frdnt burner topic both here and abroad. VULCAN appears to be, at least in part, a solution for
both problems. The utilization of waste byproducts by turning them into value added agricultural
ferilizers and amendments seems to be a match "made in heaven."!
It is important to remember that Vulcan as presently fomulated should have highly significant
long-term benefits to soil systems. The fiber in the hog waste acts as water retaining mulch, the
"grit" in the rock dust acts as a textural enhancement, particulary in tight clay soils- allowing for
more air and water penetration. Use of this product should increase soil microbiological activity,
earthworm populations and create a far more stable "healthy" soil system. The potential
reduction or replacement of chemical fertilizers have real and significant tangible benefits for the
long-term sustainability of agricultural systems.
Future Initiatives -
Although highly successful, it must be recognized that the 1996 field trials of Vulcan were
limited in scope. Two Universities, working with 2 soil types have demonstrated significant
utility for the Vulcan product. The only area of concern was the Nitrogen content of Vulcan as
presently fomulated. Phosphorous, Potassium and over 35 micro -nutrients are well represented
in the current mix, but the availability of nitrogen is probably at a critical endpoint. Formulation
studies could be initiated to try to boost the available nitrogen content to 4-5% perhaps by the
inclusion of other manure substrates (chicken, turkey etc.) or other natural nitrogen source
products.
It is recommended that during the 1997 field season several field experiments be initiated under
varying soil conditions, to validate the 1996 results and add to the knowledge of potentially
reformulating the N content of the Vulcan mix.
The consultant to this project and his university investigators are truly excited about the
potential commercial formuation and use of this product.

PRELIMINARY PRODUCT ASSESSIdENT - VULCAN "HOGWiLD" FIELD TRIALS 1996
DR. ROHERT I. BRUCK ASSISTANT VICE CHANCELLOR- NC STATE UNIVERSITY
As of this writing (January 26, 1997) preliminary data from field trials conducted at North
Carolina State University and University of Florida show VERY PROMISING RESULTS.
There are several broad and significant conclusions that may be drawn at this time:
(for the sake of consistancy I will refer to the Vulcan material at ` vulcan.'D
1. Vulcan material is the product of unique idea. Waste and by-products from three industries are
combined to form a value-added "organic" fertilizer suitable for an extraordinary broad range of
agricultural, horticultural and forestry crops. The use of rock fines from the aggregate industry,
mine tailings from the phosphate industry, and organic waste from the swine industry; not only
solves three important waste management problems, but also results in a safe, slow release,
effective fertilizer product
2. Preliminary field results from Cotton, Corn, Tomato, Cucumber, and Snap Beans, all show
similar trends. Vulcan (as currently formulated) contains a relatively LOW amount of soluble
(available) plant fertilizer i.e. N-P-K (2-2-2). However- due to its formulation - Vulcan
exhibits an inherently slow -release mode of action. It lasts longer in the soil and root zone of the
plant. Unlike standard chemical N-P-K fertilizers, Vulcan also contains a significant number of
slow release trace minerals, including calcium, and magnesium; thus providing a more complete
spectrum of nutrition'to the plant Additionally, the "fiber" components of the hog waste, and
"rock" component of the fines will (over time---- repeated use) significantly add to the water
holding capacity, porosity and oxygenation of the soil. An added postulated benefit of Vulcan
use is increased microbial and earthworm populations (often retarded by the use of chemical
fertilizers).
3. In general- the use of a "full dose" of Vulcan resulted in equivalent or slightly lower yields as
compared to a full dose of chemical fertilizer. An exception to this was snapbean where Vulcan
exceded chemical fertilizer yields. Of highly significant importance is the observation that full
dose Vulcan added to low dose chemical fertilizer or inversely Vulcan added to sub -maximum
dose chemical fertilizer exhibited equivalent and/or superior yields and quality as compared to
full dose chemical treatments.
The significance of this is important. Vulcan alone- can be sold as a complete certified
organic fertilizer (5% of the US market). Vulcan with a small amount of chemical fertilizer
added is a far safer product than full dose chemical fertilized thus reducing total loading of
nitrogen and other soon to regulated chemicals into the environment (sustainable agriculture).

RECOMMENDATIONS FOR THE FUTURE
1. Considering the late start and product quantity problems of the 1996 field trials- this growing
season was truly a success.
2. The utility of using Vulcan as an organic, sustainable and potentially main -stream fertilizer
product has be established.
3. Formulation Problem- all our investigators are VERY excited about the future of this product.
The one consistent comment, however, was — BOOST THE NITROGEN. As presently
formulated- the slow release nature of Vulcan is a plus, but depending on SOIL TYPE and
fertility nitrogen can become a growth limiting factor. RE)dEMBER- Vulcan MUST work well
on all soil types and conditions- not just here and there- this is a significant leagal liability issue
that must be addressed. If you make claims on your label- you must back them up.
FUTURE RESEARCH INITIATIVES
1. The following statements are not self-serving. They are the scientific concensus of all our
investigators. Whether or not they are used in future studies is not of significance.
2. Vulcan's formuation needs to be modified to add more Nitrogen. If you wish to retain your
"organic" label- it will require MORE hog or chicken waste in the formulation. If a sustainable
label or main -stream label is desired- combining chemical fertilizer (it won't take much) with
Vulcan should yield optimum results. This is a marketing issue.
3. IF the product is -reformulated - more research will be required to obtain the "blessing" of the
agricultural community- this does not necessarily have to be extensive, but must be done.
4. Once and if reformulated - concurrent to academic trials- we need to identify at least 10 farmer
-cooperators to test the material (donated) under agronomic field conditions. If the experimental
and cooperator trials are successful in 1997--- you are off to the races! ! ! !

TO:
FROM:
DATE:
SUBJECT:
Robert Bruck (FAX - 5-5778) ,8—Pages
Wayne P. Robarge
6 January 1997
Preliminary Data Frc Vulcan Trials
Attached are six figures of growth response data from'the�eenhouse trials
� � P �
we conducted using the Vulcan material. These studies were done on one
soil type using corn, field beans, bermuda grass, and sorghum. Please
consider these preliminary results only.
1. Basis for Comparison
Each figure shows the results of two separate experiments - N response and P
response. The greenhouse trials were conducted against regular fertilizer at
the same rates of N and P. There are therefore two response Curves on each
graph for N. and two response graphs on each curve for P. The rates of N or F
used are also included in the legend. Please DO NOT attempt to interpret the
response curves by comparing the N curves to the P curves. They are not
related in the experimental design and we only grouped them on one graph
for convenience.
2. Figure 1. Bermuda Grass (Fast Harvest)
Definite N response to Vulcan material after sufficient amount added to
match N released by mineralization to crop needs. Note that the slope of the
N Vulcan curve equals the N fertilizer curve indicating that rate of plant
growth would be the same if a sufficient amount of Vulcan material is added.
Definite P response to added Vulcan material. It appears that P contained in
Vulcan material is good source of P for plant uptake.
I Figure 2. Bermuda Grass (Second Harvest)
N response is less from the Vulcan material, which supports the contention
that not all of the N in the material is readily available for plant growth.
Response of N fertilizer greater than in first harvest indicates a salt effect
which acted to reduce yields. This effect was removed by continued watering
of pots.
P response continues to be strong from the Vulcan material and equal to
o.ommercial fertilizer. Results indicate again that Vulvan material is a good
source of P for plant growth

UJ. GJi yi 1'ttl j_:.]J V:i_k d.LJ j1J JI r") 11::1—IJiU44 1,�,.VLL•!{
QUu9
4. Figure 3. Bermuda Grass (Third Harvest)
Both sources of N (commercial and Vulcan material) are essentially depleted
resulting in little plant growth. P response data also probably limited by
available N.
Limited N response indicates that Vulcan material if applied at higher rates
_will behave similar to commercial sources. This is a positive test result in
that predictions of N availability can be made reliably in response to plant
needs as they change during the growing season. This also applies to P as
well.
5. Figure 4. Sorghum (Single Harvest)
Both N and P show strong response from the Vulcan material equal to or
greater than commercial source. Depression in yield for N from commercial
source due to a salt effect which is unavoidable in order to get complete range
in response curve. This points out an obvious advantage of the Vulcan
material which contains readily available N and also N that is mineralized at
a slower rater, but at a rate sufficient to meet crop needs. These results have
implications contemning limiting N leaching in soil types by using a Vulcan
type material.
6. Figure 5. Field Beans (Single Harvest)
Limited N response is to be expected with field beans as the crop is a legume
and fixes its own N. P response for both commercial source and Vulcan
material postive and nearly the same (statistical analysis not completed yet).
7. Figure 6. Sweet Corn (Single Harvest)
N response for vulcan material probably similar to that of Bermuda grass, but
salt effect on negative influence of sweet corn yield from commercial source.
Data supports intial conclusion from Figures l -3 that N content of Vulcan
material should be increased if at all possible.
Final Comment:
Results from foliar analysis will give a better indication of P availability of
Vulcan material. We should be able to estiamte percent N and P recovery
from Vulcan material when all chemical analyses are completed.

Fig. 1. Bermuda grass dry matter yield (first harvest) as affected by fertilizer and/or Vulcan materials application
16
4
I
1 2 3 4
Nutrient rates
Nutrient rates (g/kg soil)
# N
P
0 0
0
1 125
25
2 250
50
3 500
100
4 1000
200

Fig.2. Bermuda grass dry matter yield (second Harvest) as affected by fertilizer and/or Vulcan materials application
16
12
4
I
I
1 2 3 4
Nutrient rates
Nutrient rates (g/kg soil)
# N
p
-------------------------------
0 0
0
1 I25
25
2 250
50
3 500
100
4 1000
200

Fig-3. Bermuda grass dry matter yield (third harvest) as affected by fertilizer and/or Vulcan materials application
I
12
v
8
Cd
El
0"
0
I
1 2 3 4
Nutrient rates
Nutrient rates (g/kg soil)
# N
. P
0 0
0
1 125
25
2 250
50
3 500
100
4 1000
200

Fig.4, Sorghum dry matter yield as affected by application of fertilizer and/or Vulcan materials
a
o,
a
w
1
12
4
N (Vulcan)
Nfrtili A..•..••.
P fertilize
.
• . • P (Vulcan) • • •
0+
0
i 2 3
Nutrient rates
Nutrient rates (gtkg soil)
# N
P
--------------------------------
0 0
0
1 125
25
2 250
50
3 500
100
4 1000
200

Fig.5. Field beans dry matter yield as affected by application of fertilizer and/or Vulcan materials
1
N (Vulcan)
B N fertilizer - - •
• ' P fertll nr..9
P (Vulcan)
4
0 1 2 3
Nutrient rates
I
Nutrient rates (g/kg soil)
#
N
P
0
0
0
1
125
25
2
250
50
3
500
100
4
1000
200
11

Fig.6. Sweet corn dry matter yield as affected by fertilizer and/or Vulcan materials application
16
4
W
I
1 2 3 4
Nutrient rates
Nutrient rates (g/kg soil)
# N
P
0 0
0
1 125
25
2 250
50
3 500
100
4 1000
200

03/1.8/97 FRI 11.:54 FA.r -919 515 5778 McNIAXON 4EN ER
Q 016
PRELLN NARY REPORT FROM DR.'S 1i MCELSEN AND ROBARGE
NORTH CAROLINA STATE UNIVERSITY FIELD TRL-XLS 1996
1. CORN- completely destroyed at Kinston field site- Hurricaine Fran
2. COTTON- Rocky Mount, NC NCARS Field Crops Laboratory site.
--Fvur repetitions of complete field plot Gatin Square) design. Each plot
10 meters/10 meters.
Treatment N (lbs/ac) Vulcan (lbs/ac) Average Yield (kg)
1.
0
0
5.1 c
2.
18
0
5.4 c
3.
35
0
5.7 c
4.
70
0
7.1 b
5.
0
200
7.3 b
6.
0
400
7.7 b
7.
0
800
8.6 a
8.
35
200
8.9 a
9.
35
400
92 a
10.
35
800
9.6 a
11.
70
200
9.6 a
J. SOYBEANS- Rocky Mount, NC, NCARS Field Crops Laboratory site.
Four repetitions of complete field plot (Latin square) design. Each plot
10 meters/ 10 meters.
Treatment (P205-K20) lbs/ac Vulcan lbs/ac Average Yield (Kg)
1.
0-0
0
2.
100-100
0
3.
100-150
0
4.
50-200
0
5.
100-200
0
6.
0-0
200
7.
0-0
400
8.
0-0
800
9.
50-100
200
10
100-0
400
8.3 d
8.6 c
8.8 c
9.1 c
9.1 c
9.4 b
9.6 b
9.7 a
9.8 a
9.9 a
letters followed by different letters are signif. dill. at P=0.01 level of confidence

o3/23/97 FRI 12:54 F:is 919 515 5773- McKIMMUN CENTER 4017
PRELIMINARY REPORT FROM DR. WMLIAM STALL, UNIVERSITY OF FLORIDA
GAINESVILLE, FLORIDA. FIELD TRIALS- 1996
1. TOMATO-
TREATI LENT TOTAL HARVEST WT.
TOTAL MARKETABLE WT.
LBS/PLOT
LBS/PLOT
Control (no treatment)
24.9 c
12.6 c
Control N-P-K
72.9 ab
36.8 ab
240-80-320 lbs/ac
Vulcan 240 lbs/ac
51.65 b
35.21 ab
Vulcan 180 lbs/ac
+ 10-10-10 601bs/ac
59.58 b
37.45 ab
Vulcan 120 lbs/ac
[phone] lbs/ac
67.22 ab
44.78 a
Vulcan 60 lbs/ac
[phone] lbs/ac
89.77 a
43.22 a
letter followed by the same letter is not statistically significantly different (P=0.05)

PRELD43NARY REPORT FROM DR. WILLIAM STALL, i3NIVEREITY OF FLORIDA
GAINESVILLE FLORIDA. FIELD TRIALS- 1996
CUCUlYMER
TREATNT = TOTAL FINAL HARVEST
TOTAL MARKETABLE FRUIT
LBS/PLOT
LBS/PLOT
Contra[ (no treatment)
17.82
c
13.31 c
Control N-P-K
220-70-220Ibs/ac
47.53
ab
43.22 ab
Vulcan 220 lbs/ac
43.54
ab
41.97 ab
Vulcan 165 Ibs/ac
+ 10-10-10 55 lbs/ac
45.64
ab
40.3 5 ab
Vulcan I10 lbs/ac
+ 10-10-10 110 lbs/ac
52.71
a
47.88 a
Vulcan 55 lbs/ac
[phone] lbs/ac
55.76
a
49.22 a
lever followed by the same letter is not statistically significantly different (P=0.05)

03/23/ 97 FRi 1� : 55 F..0 919 515 5778 AcnlAlun l:rsv'1'Rli lty 019
PRELIMINARY REPORT FROM DR WMLIAM STALL, UNIVERSITY OF FLORIDA
GAINESVILLE, FLORIDA. FIELD TRIALS- 1996
SNAP BEANS
TREATUE;NT PLANT HEIGHT FINAL BEAN HARVEST
INCHES LBS/5 FT ROW
Control (no treatment) 10.3 c 2.92 c
Control N-P-K
90-30-120 lbs/ac' 10.3 c 3.83 be
Vulcan 901bs/ac 15.3 a 4.99 ab
Vulcan 70 lbs/ac
[phone]bs/ac 12.7 ab 5.22 ab
Vulcan 45 Ibs/ac
[phone] lbs/ac 13.2 ab .5.34 ab
Vulcan 25 lbs/ac
[phone] lbs/ac 11.3 be 5.99 a
letter followed by the same letter is not statistically significantly different (P=0.05)
04

DRAFT DRAFT DRAFT
EVALUATION OF POLYMER ENIL-�NCED SWI�IE SOLIDS SEPARATION
Diana M.C. Rashash, Area Specialized Agent -Environmental Education
NC Cooperative Extension Service, 604 College St., Room 8, JacksonvilleNC 28540
Matias Vanotti, Soil Scientist
Coastal. Plains Soil, 'Water, and Piant Research Center
USDA-ARS, 2611 W. Lucas St., Florence SC 29501
Kelly Zering, Extension Specialist and Associate Prof
CALS Dept. of Agriculture ce: Resource Economics
Box 8109, NCSU, Raleigh NC 2769-51
Ray Campbell, Scientist
NCDA&CS Agronomic Division, 4300 Reedy Creek Rd., Raleigh NC 27607-6465
ABSTPUCT
The Polymer Enhanced Solids Separation project was conducted at a 14,400 head capacity feeder -
to -finish operation, in Bladen County, that consisted of 12 swine houses and 3 lagoons. ilia
houses were grouped such that the effluent from four houses discharged into its own lagoon. Two
of the lagoons were conventional treatment, whereas the third lagoon received waste liquids that
were mixed in a pumping pit and passed through a solids separator. All of the lagoons wen, into
operation during 1995. The separator was a Model 250 inrlinod belt press unit, manufactured by
Key Dollar Cab Co., hic. (Mr. Henry Svehaug, 114 SW 5 h, Nfilton-Freewatcr OR 97862). Th,
conventional lagoon closest to the test lagoon was selected as the control.
The test lagoon contained approximately 13% less total Kjeldahl nitrogen and 12°;) less total
phosphorus than did the control lagoon. Weather (freezing conditions) and usefulness of the
separated solids were two of the key reasons why the solids separator was sometimes by-passed.
Overall, the separator was by-passed approximately 30% of the time. Bench -scale separation
evaluations indicated that the 1/32" screen would be a more efficient choic--, than the 1116" screen,
for situations either with or without polymer additions. Addition of 60 malL polyacrylamide
(PANT) cationic polymer was determined to be the optimal dose, based on improved removal
efficiency and polymer cost.
• j "L w--- W

DRAFT DRAFT DRAFT
INTRODUCTION
Nfechanical separation of solids, without polymer addition, typically removes: 15-25% total solids;
15% nitrogen, and 15-25% phosphorus. The addition of polymer has, in bench scale experiments,
increased the removal rates to: 70-90% total solids, 33-50% nitrogen, and 70-90% phosphorus
(Jim Barker, personal communication, 3/28/96). It was anticipated that the removal of nutrients
(e.g., NO3-N and phosphorus) associated with the swine waste solids would be of great benefit to
swine producers whose lagoons were of nominal size and who have limited acreage available for
land application of lagoon liquids. The project site for this evaluation was an operating,
conventional, lagoon -based facility.
OBJECTIVES
The objectives of the project were to:
Evaluate the effectiveness of an inclined belt press separator, with and A ithout addition of
feed -approved cationic polymer, for the separation of swine waste solids from liquid wastes
under actual operating conditions. Nutrient concentrations within the test lagoon would also be
compared to those within the control lagoon.
2. Investigate the utilization of separated swine solids (e.g., fermentation, composting).
METHODS AND PROCEDURES
Evaluation of Solids Separation System
Lagoon and waste samples were collected every other week for the first four months, then evert
three weeks for the remaining months. The test facility was sampled from four sites: tlushtank,
mixing pit, post -separation (but prior to lagoon entry), and -,Nithin the lagoon (Figure 1). The
control facility was sampled only at the lagoon. The liquid samples were analyzed at the NCSU
Environmental Analysis lab for chemical oxygen demand (COD), total phosphorus (TP), ortho-
phosphate phosphorus (o-POa-P), nitrate nitrogen (NO3-N), ammonia nitrogen (NH;-N), total
Kjeldahl nitrogen (TKN), total organic carbon (TOC), total solids (TS), total volatile solids (VS),
copper, iron, and zinc. Samples were also sent to NCDA&CS Agronomic Division, Waste
Analysis Section, for standard waste analysis measurements.
Swine houses
r---*
Flush tanks at
end of each hous
Mixing pit & J
Solid separation
Figure 1: Solid Separation Test Site
Recycle Line

DRAFT DRAFT DRAFT
Evaluation of Polymer Use and Separated Solids
During the first 16 weeks of the project, when a new batch of hogs was present, samples from the
pumping pit were collected every other week for polymer evaluation at the USDA-AR.S tab in
Florence SC. The polymer evaluated was Magnifloc 2340GD Flocculant (Cytec Industrics Inc..
West Paterson NJ). The separated solids were analyzed by the NCSU Environmental Analvsis tab
for TP, ortho-PO4-P, NO3-N, NH3-N, TKN, carbon to nitrogen ratio (C:N), copper, iron, zinc, and
at NCDA&CS for the standard solid waste analysis parameters. Use of the solids as cattle feed or
compost material (fermentation and composting, respectively) was investigated. Rate and
fermented solids were analyzed for pathogen (e.g., fecal coliforms, Shigella, and Salmonella)
concentrations by the NCSU Poultry Science lab. Fermented solids samples were sent to the
NCDA&CS Forage Testing Laboratory for forage analyses.
Evaluation of the Lagoons
Dissolved oxygen (DO), reduction -oxidation. (redox) potential, temperature, and sludge depths
were periodically measured at the control and test lagoons.
RESULTS AND DISCUSSION
Evaluation of Solids Separation System
Figures 2-6 depict analytical results from the control and test lagoon liquid samples. Frorn Figures
2 and 3, it can be observed that the test lagoon usually contained lower total Kjelrlahl nitrcgen and
ammonia -nitrogen concentrations than the control lagoon. The average differences in
concentrations between the lagoons for the two nutrient parameters were 13% and 18.2%.
respectively. Statistical analyses (paired difference and Wilcoxon Signed Rank tests)` of the data
for the control and test lagoons determined that, at the a = 0.01 level, the population. rn=ns and
distributions were significantly different for both TKN and ammonia -nitrogen,
From Figures 4 and 5, it can be seen that the test lagoon generally contained lower total
phosphorus and o-PO4-P concentrations than the control lagoon. The average differences in
concentrations between the lagoons for the two nutrient parameters were 12% and 16%,
respectively. The population means and distributions were significantly different, at the a = 0.01
level, for both total and ortho-phosphate phosphorus.
The COD results (Figure 6) suggest an increasing trend in chemical oxygen demand levels;
however, the COD results from another project (Partial Lagoon Aeration) showed similar results
during the same time period. The concentrations of volatile solids, between the two lagoons, were
not significantly different at the a = 0.01 level. As anticipated,. the results from the flush tanks
were very similar to those from the test lagoon.
The mixing pit and post -separation samples were difficult to obtain, although for different reasons.
The mixing pit samples had lower nutrient concentrations than the post separation samples, which
was not expected. It was thought that rapid settling of larger sized organics could have been the
problem; therefore, one set of mixing pit samples was pureed prior to analyses. The results from
that sample were much greater than had been obtained from previous samples. Although pureeing
the samples in the lab prior to analyses was helpful, settling also likely occurred on -site during
sample collection.
3

1,000
900
800
700
600
z 500
400
300
200
100
0
521/97 6/16/97 7/23/97 820/97 9103/97 9117/97 10/1197 10/15/97 1029r97 12,1M 17/98 2/4/98 2/' 2/98 3/11/98
Date
Figure 2: Separated and Control lagoon Total Kjeldahl Nitrogen concentrations, NCSTJ analyses_
1,000
900
800
700
�' 600
500
M5 400
E
300
E 200
a 100
0
5/21,97 6/16/97 7/2.3/97 820/97 9/3/97 9/17/07 1011197 10/11/971029r97 1213/97 1/7M :J4198 1'18/98 3/11M
Date
Figure 3: Separated and Control lagoon ammonia -nitrogen concentrations, NCSU analyses.
The ammonia-nitrogen:TKN ratios for the test and control lagoons were 77:1 % + 4,1 % and
82% + 7.60/0, respectively.
4

100
90
E 80
70
60
Lcl�' 50
C
40
30
20
10
n
...
parated El Control
X"
so
fl
"IN
. . . . .
. . .
. . .
.
. . .
. . . .
. . . .
921/97 6116/97 7/23/97 MOM 9/-197 9117,197 10/1/97 10/15/97 10C9/97 120197 IM98 2/4/9? V18,98 24'11/9
Date
Figure 4: Separated and Control lagoon total phosphorus concentrations, NCSTJ analyses
90 7
80 El Separated El Control
70
60
50 ... ....
C ..... ..
4EE
CJ7-g"; %:J:
::N T
a.
vj
.:::::...::.
30
6 20
10
0
5 t2 I M 611 &97 7F13/97 3120/97 96/97 9117/97 10/1/97 10/15/97 10/29t97 1213M I t7M 2/4/99 -111 911-39 311 t 19
Date
Figureru N 5: Separated and Control lagoon orthophosphate-phospho s concentrations,' CS'U
analyses, The orthO-PO4-P:TP ratios for the test and control lagoons were 84.9% + 6.7% and
89.2% + 6.3%, respectively.
3,000
El Separated El Control
2,500 �. ''
2,000
1,500
O. ..... ...
pH.
1,000
M.
500
it da:
.... ... ...
x.
5121/97 611 6M 7/23/97 WOM 9/3/97 9/17197 10/1/97 1 oil 5197 lo/29197 1W/97 1 /V98 2/4M 2J13/98 3111,91
Date
Figure 6: Separated and Control lagoon chemical oxygen demand, NCSU analyses
5

DRAFT DRAFT DRAFT
Collecting well -mined post -separation samples was not a problem, because the action of the
separator effectively homogenized the materials passing through it. The difficulty lay in getting the
samples prior to lagoon entry. A container was floated to t.,e end of the discharge pipe to catch
exiting material. This method worked until the heavy rains of December '97 through February '98
raised the lagoon level such that the discharge pipe was submerged. The pipe remained submerged
until May '98, thereby effectively preventing colleetion of post -separation samples for tie
remainder of the project. Because of these problems, a meaningful evaluation of or comparison
between the pre- and post -separation samples was net possible.
Evaluation of Polymer Use and Separated Solids
The bench -scale results using the cationic polymer with a 1/16" screen are presented in Figures 7A
through 71). Percent removal initially increased with additional polymer application and then
began to level -off at approximately 60 mg/L PAM, which is why the dosages were grouped as
`'screen only", "20-40 mg/L", and "60-100 rng/L". The dashed lines represent the average removal
obtained over the five trials. The samples for each trial were collected during different swine
growth stages and weights. It was originally thought that polymer addition would need to be
adjusted for waste strength, which would entail more sophisticated monitoring and metering
equipment. These results, however, support the idea that the dose could be effectively based on
waste volume, which may utilize less complicated dosing equipment.
The manufacturer of the solid separator equipment offers tho option of'different screen sizes for the
separation unit. The on -site unit had originally been installed and operated with the 1 16" screen,
but it was of interest to determine if the smaller screen opening size wculd be significantly more
efficient. Additional bench -scale evaluations were conducted using both a 1/16" screen and a
1/32" screen. The results for total suspended solids (TSS) removal are presented in Table 1. It
can be seen in Table 1 that the 1/32" screen is. more efficient than the 1/16" screen. It is possible
that, depending upon polymer costs and the costs for associated equipment, that a swine producer
may opt to use the 1/32" screen size without any polymer.
Table is Bench -Scale TSS Removal Results
Screen Size Polymer Added TSS Removal
(inches) (mg/L) (%}
1/16 0-40 5.8% (range 1.5 to 9.3 /W)
1/32 0-40 15.3% (range 12.7 to 17.9%) .
1/16 60-100 22.7% (range 21.1 to 25%)
1/32 60-100 57.5% (range 47.2 to 64.2%)
Figures 8 and 9 depict the analytical results from the separated solids samples. From the NH3-
N:TKN ratio of 15.8% t 5.7% (Figure 8), it can be observed that the majority of the nitrogen in
the separated solids was in the organic form, rather than in the ammonia form. In comparison, the
test lagoon liquid had a NH3-N:TKN ratio of 77.1% ± 4.1% (Figures 2 & 3). These results were
expected, because of the nature of the materials being evaluated. For similar -reasons, the o-PQ:-
P:total phosphorus ratio in the solids (Figure 9) was 53.9% ± 13%, whereas the o-PO4-P:total
phosphorus ratio in the test lagoon liquid was 84.9% t 6.7% (Figures 4 & 5).

80
u 60
40
O
20
C)
100 Trial I Trial 2 Tria13 Trial 4 Trial 5
M 80-
60
40
20 13.8
AVO A
- .7 .-,Eli
7...
100 Trial I Trial 2 Trial 3 Trial 4 Trial 5
so -
64.2 7E
60-
40 '2. 1 ........
..........
Fc 11:4
..........
100 Trial I Trial 2 Trial 3 Trial 4 Trial 5
— so
R T F-71.1
60
40
Cn
20
Trial 1 Trial 2 Trial 3 Trial 4 Trial 5
Figure 7: Bench -scale removal results using a 1/16" screen with and without cationic
polymer addition, USDA-ARS evaluations. The dashed lines represent the average
removal obtained over the five trials.
7
a
7

7,000
6,000
5,000
4,000
3,000
2,000
1,000
n
5121/97 6/16/97 7123/97 P20/97 9/03/97 9/17/97 10/1197 10/25197 10/29197 1113Y97 1/7/98 214199 2/18Y98 3/11/9
Date
Figure 8- Separated solids total Kjefdahl nitrogen and ammonia -nitrogen concentrations,
NCSU analyses. The mean ammonia-nitrogen:TI<Tq ratio was 15.8% + 5.7%.
oa
=L 2,000
1,000
LA
5/21/97 6/16197 7/23197 8nO/97 9/3197 9/17/97 10/1197 10/15/97 10f29/97 1213197 t/7198 ZAMS 2113;98 3111 P
Date
Figure 9-. Separated solids total phosphorus and ortho-phosphate phosphorus concentrations,
NCSU analyses. The mean ortho-phosphate phosphorus:TP ratio was 53.9% + 13%.
H:

DRAFT DRAFT DRr,FT
The freshly separated solids did not have a disagreeable odor. The average NCDA&CS Waste
Analysis Report result for dry matter content of the freshly collected samples was 23.5% ± 7.1%.
Tightly covered 5-gal containers were used for the fermentation experiments. Fermentation
batches were started on January 7, 1998, February 18, 1998, and March 11, 1998. As
fermentation proceeded, the material developed a definite fermented -grain odor.
Results from the feed and pathogen analyses are presented in Appendix Table Al and A2. The dry
matter content results obtained by the NCDA&CS Forage Testing Laboratory were similar to
those obtained by the NCDA&CS Waste Analysis Section. Within a given batch, the nutrient
concentrations did not appear to change very much over time. The ba-tch begun on March 11,
1998 apparently had lower copper and iron concentrations than the other two batches. It is
unknown if the lower concentrations were due to changes in feed formulation. Pathogen results
(Table A2) were variable and difficult to explain.. There did not appear to be any trend in the
presence or numbers of pathogens detected during fermentation. They did, however, definitely
persist even after four months.
Composting was another alternative use for the separated solids; however, it was noc of interest to
the facility owner. The separated material was still evaluated for its potential as a composting
ingredient. Recommended and observed values for C:N ratio and moisture content during
composting are presented in Table 2. From the observed values, it appears that the separated
solids would need to be"added to a drier material that has a higher C:N ratio. The composting
conditions of the separated solids, however, are much more favorable than those in non -separated
swine manure.
Table 2: Recommende& and Observed Values for C:N Ratio and Moisture Content in Compost
Condition Reasonable range* Preferred Range Observed Values
C:N Ratio 20:1 - 40:1 25:1 - 30:1 22.7 ± 5.2
Moisture Content 40 - 65% 50 - 60% 76.5% ± 7.1%
*These recommendations are for rapid composting; values outside these ranges can also work.
Evaluation of the Lagoons
There was never an observed oxygen concentration in either the test or control lagoon. The
temperature profiles are presented in Figures 10 and 11. From these figures, it can be seen that on
September 24, 1997 and July 7, 1998 the temperature difference with change in depth was rather
small for both lagoons. It is not known if the constancy in temperature was the result of either a
wind -driven mixing event or seasonal cooling/warming. Either way, the temperature profiles
indicate that the lagoons would have been susceptible to mixing. Redox potentials in the test and
control lagoons were -372 ± 5.and -376 } 3.
Sludge depths in the control and test lagoons were measured on July 2, 1997, September 24, 1997,
and July 7, 1998. The observed depths, means, and standard deviations are depicted in Figures 12
and 13. It was noted that there was a sludge mound in the test lagoon at the mixing pit discharge
point. The mound likely resulted from having a single entry area into the lagoon and from
bypassing the solid separator. The mean depths suggest that the sludge depth of both lagoons
increased over time, although the significance is difficult to visualize. It was decided to try
9

0
A
s
0
ro%
0
IQ"
C
e
`-"22 24 26 28 30 32 '-'22 24 26 28 30 32 "-'t2 24 26 28 30 32
June 2, 1997 September 24, 1997 July 7, 1998
Figure 10: Test lagoon temperature profiles, degrees Celsius. The dashed line indicates
the bottom of the lagoon at time of measurement.
0
A
a
(2)
0
B
a
e
0
t2 24 26 28 30 32 "'22 24 26 28 30 32 '"'22 24 26 28 30 32
June 2, 1997 September 24, 1997 July 7, 1998
Figure 11: Control lagoon temperature profiles, degrees Celsius. The dashed line
indicates the bottom of the lagoon at time of measurement.
Ito]

Swine houses Swine houses
367'
7
'91
.7'
.7'
7
.7'
7
1.2'
1.6
1
1. 3'
iS
1.3,
1.11
1.2,
1.11
1 1
.921
1.11
.83.
365'
July 2, 1997 September 24, 1997
mean = 0.845 mean = 1.118
std. dev. = 0.164 std dev. = 0.189
Figure 12: Sludge depths, control lagoon
owes
�0�C5
She
427
.83'
2'
1.51
.5 8'
.58'
1.2'
.6
?,75671
"
f
.67t 83
July 2, 1997 September 24, 1997
mean = 0.865 mean = 0.923
std dev, = 0.322 std dev. = 0.361
Figure 13: Sludge depths, separated lagoon
Swine houses
! ! ! !
1
0. 5'
1
0.6-
1.6'
IS
IS
1.4'
2'
1.5""
1.8-
1.5-
15
1.6-
1. 8 t
1. 5'
17
1,81
1 -
1.3-
July 7, 1998
mean = 1.3 96
std. dev. = 0.3 82
owes
.804
.80,
21
80,
.80,
1.81
1,801
80,
21
I-T
July 7, 1998
mean = 1.105
std dev. = 0.' )85
11

DRAFT DRAFT DRAFT
presenting the data in tree form (Table 3). From Table 3, it is much easier to visualize changes in
sludge depth. It appears that the sludge depth has increased more rapidly in the control lagoon,
with continued time and use of the separator, the difference in sludge depth between the two
lagoons would likely have became more pronounced. This could possibly lead to differences in the
frequency with which the lagoons need to have sludge removed, which can be quite expensive.
Table 3: Control and Test Lagoon Sludge Depth5
Control Lagoon
June 2, 1997
Sludge depth Median = 0.8'
(feet) Mode = 0.7'
September 24, 1997
Sludge depth Median = 1. P
(feet) Mode = 1.0'
July 7, 1998
Sludge depth Median = 1.5'
(feet) Mode = 1.5'
2.0
2.0
2.0
X
1.9
1.9
1.9
1.8
1.8
1.8
XXXX
1.7
1.7
1.7
X
1.6
1.6
X
1.6
XX
1.5
1.5
X
1.5
XXXXXXXX
1.4
1.4
1.4
X
1.3
1.3
XX
1.3
X
1.2
1.2
XX
1.2
1.1
XXX
1.1
XXXXX
1.1
1.0
XXXX
1.0
X)OCCM
1.0
XXXXX
0.9
X
0.9
X
0.9
0.8
30=
0.8
X
0.3
0.7
XKXXXXX
0.7
0.7
0.6
X
0.6
0.6
X
0.5
0.5
0.5
X
0.4
0.4
0.4
Test Lagoon
June 2, 1997
Sludge depth Median = 0.8'
{feet} Mode = 0.7'
September 24, 1997
Sludge depth Median = 0.83'
(feet) Mode = 1.0'
July 7, 1998
Sludge depth Median = 1.0'
(feet) Mode = 1.0'
2.0
X
2.0
X
2.0
XX
19
1.9
1.9
1.8
1.8
1.9
X
1.7
1.7
1.7
1.6
1.6
1.6
1.5
1.5
X
1.5
1.4
1.4
1.4
1.3
1.3
1.3
X
1.2
X
1.2
X
1.2
X
1.1
X
1.1
1.1
X
1.0
XXX
1.0
XXXXXX
1.0
XXXXXXX
0.9
X
0.9
0.9
X
0.8
XXXX
0.83
XXX
0.8
XXXXXX
0.7
XXXXXX
0.75
X
0.7
0.6
XX
0.67
XXXX
0.6
0.5
X
0.59
XX
0.5
0.4
0.42
X
0.4
12

DRAFT DRAFT DRAFT
SUMMARY AND CONCLUSIONS
The test lagoon contained less total Kjeldahl nitrogen, total phosphorus, ammonia -nitrogen, and
ortho-phosphate phosphorus than did the control lagoon, even though the separator was by-passed
approximately 30% of the time. Weather (freezing conditions) and usefulness of the separated
solids were two of the key reasons why the solids separator was sometimes by-passed. Increased
use of the separation equipment may be promoted by installing a shed around the separator. Also
useful would be a readily apparent use for the separated solids, so that the producer sees it as a
benefit; not as an additional drain on personnel time. At this site, the owner was not land -limited
and was trying to establish his bermudagrass. He wanted the nutrients to be present in the lagoon
liquid.
The concrete pad for the separated solids was an item of concern. It was constructed (prior to our
involvement) slightly above ground surface, rather than below ground level. If the drain clogged or
there was an intense rain event, there was the possibility that runoff from the platform would leave
the area. Although this was not precisely part of the project, it did influence whether the owner at
times by-passed the separator. It is recommended that the separated solids area be constructed
below -grade.
Bench -scale separation evaluations. indicated that the 1/32" screen would be a more efficient
choice, than the 1/16" screen, for situations either with or without polymer additions. Addition of
60 mg/L polyacrylamide (PAM) cationic polymer was determined to be the optimal dose, based on
improved removal efficiency and polymer cost (S3.09 per pound of dry powder). Economic
evaluation of the system, with and without polymer addition, is being conducted.
ACKNOWLEDGMENTS
Project funds were provided by the North Carolina legislature through the NC Department of
Environment and Natural Resources. Management of the demonstration I projects was
conducted by the North Carolina State University Animal and Poultry Waste Management Center
(Dr. Mike Williams, Director). Thanks go to the livestock facility owner, Mr. Nash Johnson,
without whose cooperation this field project would not have been possible. Thanks also go to Star
Maready (NCCES, Duplin Co.), George Upton and Dan Bailey (NCCES, Sampson Co.), Rachel
Huie (NCSU Environmental Analysis Lab), and Lynn Worley -Davis (NCSU Poultry Science).
REFERENCES
James T. McClave and P. George Benson. Statistics for Business and Economics, 0,
Edition. Collier Macmillan Canada, Inc. 1988.
2 On -Farm Composting Handbook, Robert Rynk, ed. Northeast Regional Agricultural
Engineering Service, Cooperative Extension, Ithaca NY, NRAES-54. 1992.
13

APPENDIX
Table AI: NCDA&CS Forage Testing Laboratory Results from Fermentation Experiments
Batch start date:
January 7, 1998
February 18, 1998
March 11, 1998
Sampling Date:
2/4/98
3/11/98
4/8/98
5/6/98
6/1/98
3/11/98
4/8/98
5/6/98
6/1/98
4/8/98
5/6/98
6/l/98
Dry Matter (%), as sampled
25.11
25.22
21.44
- 21.62
21.80
23.10
19.68
20.20
17.63
21.66
23.88
20.36
Crude Protein (1/o) .
17.17
15.76
15.52
16.37
16.13
12.72
16.43
12.43
15.46
11.90
11.66
10.65
Adjusted Crude Protein (%)
14.40
14.59
14.03
14.91
13.43
12-44
15.55
11.80
14.02
11-84
11.66
.10.28
Acid Detergent Fiber (%)
26.12
23.89
24.34
23.79
25.93
23.93
24.42
25.01
25.61
23.13
21.82
22.33
Calcium (%)
1.74
1.48
1.53
1.69
1.66
1.98
2.02
2.04
2.34
1.54
1.81
1.66
Phosphorus (%)
0.90
0.94
0.89
0.89
1.03
0.79
0.91
0.74
1.07
0-86
0.95
092
Sodium (%)
0.14
0.13
0.15
0.15
0.15
0.17
0.18
0.16
0.19
0.15
0.13
0.16
Magnesium (%)
0.47
0.44
0.46
0.52
0.49
0.37
0.34
0.32
0.38
0.34
0.37
0.36
Sulfur (%)
0.38
0.24
0.32
0.40
0.45
0.22
0.19
0.27
0.32
0.17
0.19
0.26
Potassium (%)
0.43
0.43
0.51
0.50
0.52
0.62
0.76
0.67
0.81
0.56
0.54
0.66
Copper(ppm)
154
140
144
144
166
219
280
226
300
68
74
75
Iron(ppm)
1176
1039
1156
1218
1307
1120
1200
1313
1379
956
1045
1048
Manganese(ppm)
97
103
106
92
114
78
92
61
94
80
78
92
Zinc (ppm)
360
369
345
336.
391
225
264
215
283
255
287
280
All results are presented on a dry matter basis, unless otherwise noted.

1
• DRAFT DRAFT
` . Table A2: Results from Pathogen Analyses
DRAFT
Fecal Coliforms
Salmonella
Shigella
(CFU/mL)
Batch begun 1/7/98
1/7/98 (raw, #1)
200
-
+
1/7/98 (raw, #2)
below detection
+
+
1/7/98 (raw, with polymer, #3)
2100
-
+
1/7/98 (raw, with polymer, #4)
800
+
-
2/18/98
7600
+
3/11/98
below detection
+
-
4/8/98
42000
+
-
5/6/98
2100
-
+
Batch begun 2/18/98
2/ 18/98 (raw)
below detection
- -
2/18/98 (raw, with polymer)
200
+
3/11/98
below detection
+ -
4/8/98
600
- -
5/6/98
800
+ +
.......... ...:. ...:.........
Batch begun 3/11/98
3/11/98 (raw)
800
- -
4/8/98
below detection
+ -
5/6/98
below detection
+ +
Samples were analyzed quantitatively for fecal coliforms and qualitatively for Salmonella spp. and
Shigella spp. Fecal coliforms were enm uerated by Method 9222-D from Standard Methods for
the Examination of Water and Wastewater, 18`h ed., 1992. Salmonella spp.. and Shigella spp.
were detected by enrichment in a selenite broth (Difco Laboratories, Detroit MI) and plating on
both MacConkey agar and Brilliant Green agar with novobiocin (Northeast Laboratories,
Waterville ME).
15

FROM
LITTLE
HOG FARMS INC FAX NO. : 252 746 9182 +33
Nov. 20 2002 02:39PM PS
"u Farm
SSLW — 495720 ibs Feuer to Famish
A,SFt-'CarolSwnse(Fhoa ud)
2P.. — Temporry Storage
bFt — pgpO wmw SQa w
Slope -- 3; l
measureemnt— Shx�p Judge
6 I8
6 18
ti 24
6 22
G 10
d 14
s 20
S 20
s IB
ZWZmDep&-17A inchm/ 1.4 fM
Ioyd of the 4%y-#'2mmueom 1018VO2
�W-131

FROM : LITTLE MHOG FARMS INC FAX NO. : 252 746 9182 +33 Nov. 20 2002 02:38PM P2
atut to tnva2my sludge in an Aaacrobic Swine Lagoon you will treed
the fka wing: a n = boat Oi*vest)
'Foiling motor/ Paddle
Anchor
31ut1$'e Judge
Gloves (Wex)
ReomtUas mataia and pm/pendl)
Dt=gig polats)
Glace = the waW, praaeed too measure part an diagr= and slowly lower
the Judge im the Wow until liquid seams to becmac den= and ttuciw,
bas row. Rccord the dap* at coat po�,g mnlmsute point on diagram
ftw 01). Coto push Sludge J until you fbel you have r the
bolt of the 1e�a0n. Record depth at oeeponding meadwtc point on diag�m
( #2). Sludgc depth is equal to lagaon depth mitnt depth at which glWP
was treed O ding #3 — rea ft #1). Pull Sludge Judge out of 3egoon and moord
the of alu 1p as seen in tube cola= Repow p =sa at each point accarrdiag
to and pose of measuremetis .an Iagom diagram. After au
bmm boon rwMW than add every sludge &V& and divide by die
of res tnp t= to get the avarage depth in Iagom

�Fwd'. wheat N Applicatioiif
Subject: IFwd: Wheat N Application]
Date: Wed, 08 May 2002 21:00:56 -0700
From: Bob Edwards <[e-mail]>
To: lynhard ison@ncmail,nel
Too many ns. Fatal error. Bob.
Subject: Wheat N Application
Date: Tue, 07 May 2002 08:46:31 -0700
From: Bob Edwards --bob.edwards ncmail.net>
To: lchfi c`r aol.com, lynn.hardison@.ncmail.net
Chuck,
This is in reference to my visit to your operation on 3 May 02. I
reviewed several wheat fields on Red Hill Farm # 4131 and Piney Bottom
Farm # 4161. The purpose of the visit was to determine if the wheat was
still at an acceptable growth stage to use additional nitrogen from
swine lagoon effluent even though the application window for wheat ended
30 April 02. You were interested in reducing the level of effluent in
the lagoon from these two farms prior to the application window for the
double crop soybeans which will be planted after the wheat is harvested
in June.
The wheat from both farms was green with seed heads at late flowering to
mid milk stage. Wheat at this stage can utilize added nitrogen. Your
application records indicated that the majority of the field pulls on
both farms had been fertilized with only 1/2 to 2/3 of the permitted
nitrogen and thus additional nitrogen could be applied. The field pulls
are:
-Red., Hill -'Farm :) - 6, 7, 8, 9, 10, 11-12. and 13
Pinev Bottom Farm - 1-8 except 5
I suggest you apply no more than 40 lbs nitrogen/acre from the irrigated
swine lagoon effluent. Do not apply more nitrogen/pull than allowed by
your waste management plan. I also suggest this nitrogen application be
completed by 10 May 02.
Bob Edwards
Regional Agronomist
Agronomic Division, NCDA&CS
1 of 1 5/9/02 9:42 AM

Information contained in this database is from non agency sources and is considered unconfirmed.
Animal Operation's Telephone Loy
DWQ Facility Number ® — 131
Farm Name IRed Hill Farm 1
Caller's Name lChuck Stokes
Q Reporting Q Complaint
Caller's Phone # [phone]
Access to Farm
Farm Accessible
from main road 10 Yes Q No
Animal Population
Confined 10 Yes Q No
Depop 10 Yes Q No
Feed Available 10 Yes O No
Mortality 10 Yes Q No
Spray Availability
Pumping
Equipment
10 Yes Q No
Available
Fields
Yes Q No
Date-1-2002
Time 9:43 am
Control Number 11664
Region ARO
Lagoon Ouestions
Breached
10 Yes Q No
Inundated
10 Yes O No
Overtopped
10 Yes Q No
Water on
O Yes Q No
Outside Wall
Dike Conditions
O Yes Q No
Freeboard Level
Freeboard
Plan Due Date Date Plan Date Freeboard
Inches
(? equals blank) Received Level OK
Lagoon?
Lagoon2
Lagoon3
I_J
Lagoon4
L�
Lagoons
I?
CJ
Lagoon6

Information contained in this database is from non agency sources and is considered unconfirmed,
Animal Operation's Telephone Loa
l
DWQ Facility Number
Farm Name IRed Mill Farm I
Caller's Name Chuck Stokes
O Reporting O Complaint
Caller's Phone # [phone]
Access to Farm
Farm Accessible
from main road 10 Yes O No
Animal Population
Confined O Yes O No
Depop Q Yes O No
Feed Available O Yes O No
Mortality 10 Yes O No
Spray Availability
Pumping
Equipment 10 Yes O No
Available
Fields 10 Yes O No
Date 8-22-2001
Time 10:57 am
Control Number 11616
Region WAR4
Latoon Questions
Breached
10 Yes O No
Inundated
10 Yes O No
Overtopped
O Yes O No
Water on
O Yes O No
Outside Wall
Dike Conditions
10 Yes O No
Freeboard Level
Freeboard
Plan Due Date Date Plan Date Freeboard
Inches
(?equals blank) Received Level OK
Lagoonl 2$
Lagoon2
Lagoon3
0
0
Lagoon4
Lagoons
Lagoon6
0
.inches -of -ra in. i n-the.......

State of North Carolina
Department of Environment
and Natural Resources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
May 2, 2001
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Charles L. Stokes Jr
Red Hill Farm
Rt 1 Box 359
Ayden N C 28513
ZTD'M�'J
if 0
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
lei T Il L'!
MAY - 7 2001
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
Red Hill Farm
Facility Number 40-131
Greene County
Dear Charles L. Stokes Jr:
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 Pat Hooper on 6/7/99 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 Pat Hooper the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Pat Hooper, at 943 Washington Square
Mall, Washington, NC 27889, within in 90 days of the receipt of this letter. If you have any
questions please contact Pat Hooper at [phone]. If within 90 days you are unable
to provide Pat Hooper 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 fetter.
1617 Mail Service Center, Raleigh, ]North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

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

Division of Water Quality
Washington Regional Office
Farm Name: Qt& Il Aarn,
Fac. No.: # 40 - 4 3
3 re e nVI t!fD,-P-IAS
4n a r e
r .,. 4�,, G D 3
- 10-0;
4)
C L� *>

LITTLE CREEK HOG FARMS, INC.
f �
782 Lower field Road L�)
AYDEN, NORTH CAROLINA 28513
C. L. STOKES, JR. Telephone [phone] E-Mail LC1-][e-mail]
owner l� ax [phone] * 33
March 16, 2001 D \
Division of Water Quality
Ms. Daphne Cullom
943 Washington Square Mall
Washington, NC 27889
Dear Ms. Cullom:
The purpose of this letter is to inform you of a spill that occurred on the Red Hill farm
(40-131) on March 2, 2001, between the hours of 9:30-12:30 that morning, when
a piece of plastic lodged in the discharge pipe that leads to the lagoon in house #1. An
estimated 900-1200 gallons of recycled water from the lagoon escaped from the flush
gutter into a waterway, that runs parallel to lagoon structure. The waterway was dammed
immediately and the waste water was pumped back into the lagoon. No discharge to the
waters of the state occurred. However it is my intension always to be honorable and fore
right about the operation of any farm within our system. For that reason I want to
document this event.
Sincerely,
Chuck Stokes

Information contained in this database is from non agency sources and is considered unconfirmed
- Animal Operation's Telephone Log-
DWQ Facility Number ©— 131
Farm Name IRed Hill Farm
Caller's Name IChuck Stokes
Reporting 0 Complaint
Caller's Phone# [phone]
Access to Farm
Farm Accessible Yes No
from main road 10
Animal Population
Confined 0 Yes 0 No
Depop O Yes 0 No
Feed Available 0 Yes 0 No
Mortality 10 Yes 0 No
Stsrav Availabilit%,
Pumping
Equipment 0 Yes 0 No
Available 0 Yes 0 No
Fields
Date 2-2001
Time :21 pm
Control Number 11470
Region IWAR0
La oom Ouestions
Breached
10 Yes 0 No
Inundated
10 Yes No
Overtopped
10 Yes *No
Water on
0 Yes No
Outside Wall
Dike Conditions
10 Yes 0 No
Freeboard Leirel
Freeboard
Plan Due Date Date Plan Date Freeboard
Inches
Q equals blank) Received Level OK
Lagoonl
Lagoon2
Lagoon3
Lagoon4
Lagoons
C�
,• —J
C�
Lagoons
1J
rr�..lniX1U.�,+61..1.Li..L.faFli.dl.l..1.�.a1}JAJd..U.J�i1..JJ.L.eS,�E.11.i.�.LL..LI.J.L�.11J14U.I.Ill.1�..11.�aLKY.Gfrll..�7..�71►d..al.�a..-..1L.«t.�u..}.r�J,l..l.a.�.��.i..L�,z.r�.}Jr�i.S.ta..
_t4.t 0. 92w),... ............
y.that.r..uns-parailel..tn....
on ..... The..w.tee..ay..we.s..da[x .e.cl..immediately...and.th ..........
.1111.r....Stoka.a..Yras.Genera.l.
B. Caliorm

.� wi--R
12-0
-__------._ -_c._
�A-
A a�

01/06/2000 15:29 2527474257 GREENE CO FSA PAGE 07
Plan Amendment to Include S&WCC Chronic Rainfall Practices and Standards through March 31, 2000
1. If this facility can comply with its existi� permit and CAWMP it.must do sa.
2. Temporary Addition of New Sprayfields (*) (Check appropriate boxes.)
0 A. Peres of cropland. List crop types used:
[� B. acres of hard Wood woodland 100 lbs PAN / acre added.
[J C. acr»s of pine woodland added 60 ibs PAID' / acre added.
3. Summer Perennial Grass (Check appropriate box.)
[1 A. Application window extended for acres of perennial grass until first killing frost.
[J B. An additional 50 lbs of PAN app:ied to acres of perennial _rass prior to killing frost.
4. PkN Application increased for Small Grains d: Winter Grasses to be harvested. (Check appropriate box.)
A. PAN application increased up to 200 lbs per acre for _ acres of small grains or winter grassss to be harvested.
[ B. PAN application increased up to 150 lbs per acre for acres of oLerseeded summer perennia! included in 3. B,
5. Waste Analysis (Check appropriate box.)
I1 A. Prior to December 1", 1999 the calculation of PAN will be based on a 35 ro reduction of the.lzst analysis taken
prior to the first 25 year 24 hour worm event. (Current waste analysis must be used after Dec.11, ,)
$. Use current waste analysis to determine PAN.
6. Raguired -Maximum -Nitrogen Utilization Measures for Small Grains and Winter Grasses.
A. Use of higher seeding rates,
13. Timely harvest of forage to increase yield, and
C. Irrigating dunnIg periods of warmer weather.
7. Required -Irrigation Management Techniques to Reduce Runoff and Ponding Potential.
A. Making frequent, light irrigation applications. and
13. Not irrigating immediately before predicted rainfall.
8. The owner I manager •is required to manage t11c movement of animals to and from the fa_'slity to rr inlrtize environmental
impacts, ensure carnDliance with, the facility's permit and amended CAWMP, and avoid discharge to surface waters.
9. Authorization to use the additional practices included in the amendment expi.es if z facility discharg_s to surface waters.
Any discharge is a violation and may result in an enforcement action.
10. The owner I operator is required to keep records of all waste applications.
11. This revision must include a map or sketch of new land applicaticn eras.
Facility Number
Facility Ow,5er/Yana2er : (PRD'T)
Facility O-wnerpWi apr Signature
0
Eb �.rLL �AgM
Facility Name
zrN�4 r
Technical Sptci�aiist Name (PRINT)
rw•— �S V+� r
Technical Specialisl Sig -afar.
Dated\._` Zy -1S
This document must be filed at the SWCD office and be attached to the facilities CAWN11P
and be available for inspection at the facility.
(*) New temporary sprayftelds mutt meet appiicable buffer and setback mquiremcnts. «'ac;e must not 5e at plied to %v'!Hands.
11/1211999

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
Charles L. Stokes Jr
Red Hill Farm
Rt 1 Box 359
Ayden N C 28513
Dear Charles L. Stokes Jr:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
ca 7 ,n
December 30, 1999
J�
JAh' 3 a 2000
WASHNGTON REGIONAL OFFICE
DWO
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 40-131
Greene County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. IRR1, IRR2, DRY1, DRY2, DRY3, SLURI, SLUR2,
SLD1, 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: Washington Regional Office
Greene 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

James A. Graham
Commissioner
Date: 14 September 1998
To: Charles L Stokes Jr
From: Bob Edwards
Subject: Plant Samples
,North Qlarolina
,Vppttrtment of �Ngrirulture
pqMMnnic phistan
Dr. Donald W. Eaddy
Director
Plant samples were taken on September 1 st and 2nd from the bermudagrass at
Sandy Ridge and Thousand and Four Farms and from soybeans at the Little Creek
Farm. These samples were taken to use as a guide for additional N application from
the swine lagoons at these farms.
From the analyses of these samples and discussions with Pat Hooper,
Environmental Engineer with Soil and Water Conservation, NCDENR an
additional 40 lbs N/acre can be applied to irrigation pull 413 at Sandy Ridge and
pulls 6, 8 and 9 at Thousand and Four. The N status of the soybeans at Little Creek
Farm were adequate and based on plant analyses no additional N can be applied at
this farm.
Please contact me at 252-523-2949 if I can be of further help.
Robert D Edwards
Regional Agronomist
Agronomic Division, NCDA
cc: Pat Hooper
4300 Reedy Creek Road, Raleigh, North Carolina 27607-6465
[phone] + FAX [phone]
An Equal Opportunity Affirmative Action Employer

I
he Cell c*"
State of North Carolina
Department of Environment
Health and Natural Resources
Washington Regional Office
James B: Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Soil & Water Conservation
August 28, 1998
Mr. Charles L. Stokes, Jr.
Route 1, Box 359
Ayden, NC 28513
1••
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
AUI 3 1 I'll
WASfiINGTON REGIONAL OfFICE
DWQ
SUBJECT: Operation Review Notice of Referral for.
Red Hill Farm, Facility Number 40-131, Greene County
Sandy Ridge Farm, Facility Number 40-150, Greene County
Operation Review Summaries for.
Little Creek Hog Farm, Facility Number 40-37, Greene County
Rouse's Chapel Farm, Facility Number 40-120, Greene County
Thousand and Four, Facility Number 40-158, Greene County
Piney Bottom Finishing Farm, Facility Number 40-161, Greene County
Dear Mr. Stokes,
On August 17, 1998, Operation Reviews were conducted of the Red Hill Farm, facility
number 40-131 and the Sandy Ridge Farm, facility number 40-150. An Operation
Review, undertaken in accordance with G.S. 143-215.1 OD, is one of two visits
scheduled for all registered livestock operations during the 1998 calendar year.. The
Division of Water Quality will conduct a second site inspection.
During the Reviews, it was noted that over application of animal waste onto spray fields
in accordance with its respective certified animal waste management plan had occurred
at both facilities as documented within the IRR2 forms. It is for this reason that your
operations were referred to the Division of Water Quality for further investigation and
possible enforcement action. G.S. 143-215.10E requires me to notify Division of Water
Quality and the owner/operator of this observed violation.
As discussed over the phone on August 24, 1 would recommend the following: (1) have
the waste application system calibrated by a technical specialist to confirm that over
application did occur, and (2) contact Mr. Bob Edwards, NCDA Regional Agronomist, to
evaluate your current crops' nitrogen needs and to determine if additional nitrogen may
be applied to the crop. I have briefed Mr. Edwards about your situation and he is
prepared to offer his assistance. You can contact him at 252/523-2949.
943 Washington Square Mall, Washington, North Carolina 27889-3532 Telephone [phone] FAX [phone]
An Equal Opportunity ANlrmallve Action Employer

Mr. Charles L. Stokes, Jr.
August 28, 1998
Page 2
Copies of the Operation Review reports for all of your farms are enclosed for your
information. Please make special note of the comment sections on pages 2 and 3 for
additional comments and recommendations. I did revise the reports for the Red Hill
Farm and the Sandy Ridge Farm (see the report's comment section) as discussed over
the phone.
Please remember that in order for your facility to be in compliance with environmental
regulations, animal waste cannot be discharged into the waters of the State, and the
! animal waste collection, treatment, storage and disposal systems must be properly
sized, maintained and operated under the responsible charge of a certified operator.
The Division of Soil and Water Conservation appreciates your cooperation with this
Review. Please do not hesitate to call me at 252/946-6481 if you have any questions,
concerns or need additional information.
Sincerely,
?OA `ti e-L-
Pat Hooper
Environmental Engineer I
cc: Greene Soil and Water Conservation District
Daphne Cullom, Division of Water Quality
Kraig Westerbeek, Murphy Family Farms
WaRO DSWC Files

1Ob
Facility Number �— Date of Inspection
Time of Inspection ® 24 hr. (hh:mm)
p Registered 0 Certified p Applied for Permit E Permitted 113 Not Operational Date Last Operated:
Farm Name: Red.Hill.F,arm ......................................................................................... County: Greene WARO
Owner Name:.Charles.L.............................. StiakeUr ........................
FaciIity Contact: ...............................................................................Title:
Mailing Address: Rt.1.Rax.339...............................................................
Onsite Representative: Chuck.Stokes..................................................
Certified Operator:Chatles..L............................. Stokes.....................
Location of Farm:
Phone No: 919-14A 3664..........................................................
............................................................... Phone No:....................................................
... I ..... I ................ Ayrde n.N.C.............................................................. 285ia ..............
Integrator: MurR4.,Family.F.arms.....................................
.......................... Operator Certification Number: l&4I3..............................
Latitude Longitude ©~
Design,, 7CUrrent Tesign 7 Curren
Swine t Capacity; Population Poultry, Capacity Population Cattle ' ',
' ❑ Layer ❑ any p can to Feeder
® ee er to mis
p arrow to can
❑ Farrow to FeeTer
p Farrow to Finish
❑ Gilts
❑ Boars
sign uurreni
iacity. ,Population '"
.IIV '.I[u
Other 1U
3,682
E_ Total Desig&Capacrty,
r t ��E ,I
General
1. Are there any buffers that need maintenance/improvement? ❑ Yes ® No
2. Is any discharge observed from any part of the operation? ❑ Yes ® No
Discharge originated at: ❑ Lagoon ❑ Spray Field p Other
a. If discharge is observed, was the conveyance man-made? ❑ Yes ❑ No
b. If discharge is observed, did it reach Surface Water? (If yes, notify DWQ)' ❑ Yes ❑ No
c. If discharge is observed, what is the estimated flow in gal/nun?
d. Does discharge bypass a lagoon system? (if yes, notify DWQ) p Yes ❑ No
3. Is there evidence of past discharge from any part of the operation? p Yes ® No
4. Were there any adverse impacts to the waters of the State other than from a discharge? ❑ Yes ® No
5. Does any part of the waste management system (other than lagoons/holding ponds) require ❑ Yes ® No
maintenance/improvement?
6. Is facility not in compliance with any applicable setback criteria in effect at the time of design? ❑ Yes ® No
7. Did the facility fail to have a certified operator in responsible charge? ❑ Yes ®No
7/25/97 Continued on bank

ar at
Facility Number: 40_131 Date of Inspection
B. Are there lagoons or storage ponds on site which need to be properly closed?
Structures (Lagoons.Holding Ponds. Flush Pits. etc.)
9. Is storage capacity (freeboard plus storm storage) less than adequate?
Structure 1 Structure 2 Structure 3 Structure 4
Identifier. I
Freeboard(ft):..............3.3.........................................................................................................................
10, Is seepage observed from any of the structures?
11. Is erosion, or any other threats to the integrity of any of the structures observed?
12. Do any of the structures need maintenance/improvement?
(If any of questions 9-12 was answered yes, and the situation poses an
immediate public health or environmental threat, notify DWQ)
13. Do any of the structures lack adequate minimum or maximum liquid level markers?
Waste Application
14. Is there physical evidence of over application?
(If in excess of WMP, or runoff entering waters of the State, notify DWQ)
Structure 5
15. Crop type ............... Fescue.(graze)............... ........ CornLsayheaus/wheat...............................................
....................
I6. Do the receiving crops differ with those designated in the Animal Waste Management Plan (AWMP)?
17. Does the facility have a lack of adequate acreage for land application?
18. Does the receiving crop need improvement?
19. Is there a lack of available waste application equipment?
20. Does facility require a follow-up visit by same agency?
21. Did Reviewer/Inspector fail to discuss review/inspection with on -site representative?
22. Does record keeping need improvement?
k'Ql' Cerlifled or Perfflittted Facilities Only
23. Does the facility fail to have a copy of the Animal Waste Management Plan readily available?
24. Were any additional problems noted which cause noncompliance of the Certified AWMP?
25. Were any additional problems noted which cause noncompliance of the Permit?
Q . y�o-rgt4tions.or neverencies•were.natea.aunng tnls visit.. You. wlu.recelve no Curtner .
........................ .. ....................
cerrespoiadMO WO t�W*bii::
drawings of facility to better ezpl.sin.situations. (tise additioiial pages.as.,>secessary):
❑ Yes ® No
p Yes ® No
Structure 6
❑ Yes ® No
❑ Yes ® No
[]Yes ® No
❑ Yes ® No
® Yes p No
❑ Yes ® No
❑ Yes ® No
p Yes ® No
❑ Yes ® No
p Yes ® No
❑ Yes ® No
❑ Yes ® No
❑ Yes ® No
❑ Yes ® No
❑ Yes ® No
14 ,, `over application, of nitrogen etas: occurred+on corh crap ierl'20I84 pulls 213.&:3'$'avith, over application. amoi ms' of 94 03 lbs. #
* Mr., Stokes working towards securi tg irrigation operating parameters for traveling gun (operation certified -prior ti)"9/1/96 so
ammeters are not required)
* Reviewer will try to have compliance page corrected to delete other category withal 0 ahimals (sent e-mail to Sonya Avant with
WQ,rdquesting coirection)
Onginal'report entered 8118/98 and revised on 8/28/98. Recommendation to take over appliecl nitrogendrgrn neat crop was'
deletdd,pending f6 ther guidance.
Reviewer/Inspector Name Eat o�l�"aper 1579-45:44$1
Reviewer/Inspector Signature: Date:

el%4
Facility Number Date of Inspection 8117198
Time of Inspection ® 24 hr. (hh:mm)
p Registered N Certified p Applied for Permit 0 Permitted 113 Not Operational Date Last Operated:
Farm Name: Sandy..Ridge.E.artn...................................................................................... County: Greene WARO
Owner Name: Charles.L............................. Stokes Jr ................................................... Phone No: .7.46-36.64....................................................................
Facility Contact:...............................................................................Title:......................... . Phone No:
Mailing Address: RU.,Sox.359.......................................................................................... Ayden..N.0 .............................................................. 2851.1 ..............
Onsite Representative: Cltuck.Stokes............................................................................. Integrator: Murphy-Family.Earns......................................
Certified Operator: Cbarrle&L............................. Stokes ................................................ Operator Certification Number:IRSU.............................
Location of Farm:
Latitude ©d ®' ©" Longitude
^ ..es�gnE ;: urren� r„ E ¢, es�gn warren 6,,.a, ,� sign u re
SwineE4d „Capacity' Population,rPoultry, ^ ^ :Capacity �Populat�on' 'Cattle' �y ^' Capac�ty`Populatloari
e er
ean tTinish
F
ee er
p Farrow to Wean
❑ Farrow to ee er
❑ Farrow to Finish
I
p Gilts
❑ Boars
❑Layer ❑ auy
❑ Non -Layer ❑ on- airy
eI
r
'' s Total Design Capacity
7,344
Total SSLW
1 G nk
General
1. Are there any buffers that need maintenance/improvement?
2. Is any discharge observed from any part of the operation?
Discharge originated at: ❑ Lagoon ❑ Spray Field ❑ Other
a. If discharge is observed, was the conveyance man-made?
b. If discharge is observed, did it reach Surface Water? (If yes, notify DWQ)
c. If discharge is observed, what is the estimated flow in gal/min?
d. Does discharge bypass a lagoon system? (If yes, notify DWQ)
3. Is there evidence of past discharge from any part of the operation?
4. Were there any adverse impacts to the waters of the State other than from a discharge?
❑ Yes
®No
❑ Yes
® No
❑ Yes
❑ No
p Yes
❑ No
5. Does any part of the waste management system (other than lagoons/holding ponds) require
maintenance/improvement?
6. Is facility not in compliance with any applicable setback.criteria in effect at the time of design?
7. Did the facility fail to have a certified operator in responsible charge?
7/25/97
❑ Yes
❑ No
❑ Yes
® No
❑ Yes
® No
❑ Yes
® No
❑ Yes
® No
❑ Yes
® No
Continued on back

Facility Number: 40_ 154 Date of Inspection
8. Are there lagoons or storage ponds on site which need to be properly closed?
Structu,I,es,(Laggons.Holding Ponds, Flush Pits, etc.)
9. Is storage capacity (freeboard plus storm storage) less than adequate?
Structure 1 Structure 2 Structure 3 Structure 4
Identifier: _ I
Freeboard(ft):..............2.3.................................................. .................................... .............................
10. Is seepage observed from any of the structures?
r 1
© Yes ® No
p Yes ® No
Structure 5 Structure 6
......................................................................
p Yes ® No
11. Is erosion, or any other threats to the integrity of any of the structures observed? []Yes ® No
12. Do any of the structures need maintenancelimprovement? p Yes ® No
(If any of questions 9-12 was answered yes, and the situation poses an
immediate public health or environmental threat, notify DWQ)
13. Do any of the structures lack adequate minimum or maximum liquid level markers? p Yes ® No
Waste Application
14. Is there physical evidence of over application? ® Yes []No
(If in excess of WMP, or runoff entering waters of the State, notify DWQ)
15. Crop type ........ Cornisaybeans1.wbrat....... Coastal.B.ermuda. baylgraze......... Small grain.uversaed.....................
16. Do the receiving crops differ with those designated in the Animal Waste Management Plan (AWMP)? ® Yes p No
17. Does the facility have a lack of adequate acreage for land application? p Yes ® No
18. Does the receiving crop need improvement? H Yes p No
19. Is there a lack of available waste application equipment? D Yes ® No
20. Does facility require a follow-up visit by same agency? p Yes N No
21. Did Reviewer/Inspector fail to discuss review/inspection with on -site representative? p Yes ® No
22. Does record keeping need improvement? p Yes H No
For Certified or Permitted Facilities Oniv
23. Does the facility fail to have a copy of the Animal Waste Management PIan readily available? p Yes H No
24. Were any additional problems noted which cause noncompliance of the Certified AWMP? p Yes ® No
25. Were any additional problems noted which cause noncompliance of the Permit? p Yes ® No
.7 . Nowialations,or riencies -were -noted Auring this visit:. YUTL will .reeelve ncr Furth er .
90teSodnOe4c! �kWut't1iis•yi'si}::
- - .answers and/or -_any recimmen " at ons iir'ariy other comneits -__. _ - z
ommeuts. re eic to question ): ErP :. n any . ,
Use drav4in s of facili " to.lietterwez lain situations. use.additional: ages as a essary)s
1;.. P (.
14: , Tract 2084, fie 8 - over application:l as occurred' ob'Coasta Berrmu ,-,Ixgestatadunt is 49,04 lbsonpull4B
16. , Mi Stakes worlang with Kraig Westerbeek to revise waste utilization Alai to include:soybeans and to convert Coastal Bermuda'
total grazmg
Mr Stokes working :towards securing irrigation operating parameters for traveling gua{operation eertifed prior to 911196 so
aratneters are not required)
* Original -report entered 8/18/98'andrevised on 9/28/98. Recommendation tdtake over appliednitrogen from.neitt cropv4
deleted,pending fiirtlier guidance.
Reviewer/Inspector Name at oope S2/5466d81
Reviewer/Inspector Signature: �� N�� r►o f__ Date: .411 ex j o h

►�
0
pi�'
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
C.L. Stokes, Jr.
Red Hill Farm
Rt 1 Box 359
- Ayden N C 28513
Dear C.L. Stokes, Jr.:
A LT? 3, A
AW% OWN% 9061
;h
NCDENR
NORTH CAROLINA DePARTMENT OF
ENVIRONMENT ANG NATURAL RF-50URCF-S
June 5 1998
D
J U N 15 199E
wA$HlNGiON OWU`oNAI oFFICE
._
Subject: Certificate of Coverage No. AWS400131
Red Hill Farm
Swine Waste Collection, Treatment,
Storage and Application System
Greene County
In accordance with your application received on April 16, 1998, we are forwarding this
Certificate of Coverage (COC) issued to Charles L. Stokes Jr, authorizing the operation of the subject
animal waste collection, treatment, storage and land application system in accordance with General
Permit AWG100000. This approval shall consist of the operation of this system including, but not
limited to, the management of animal waste from the Red Hill Farm, located in Greene County, with an
animal capacity of no greater than 3672 Feeder to Finish and the application to land as specified in the
Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to actual
increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS
143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS400131
Red Hill Farm
Page 2
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 Washington 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 J R Joshi at [phone] ext. 363.
Sincerely,
A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's) -
Greene County Health Department
Washington Regional Office, Water Quality Section
Greene County Soil and Water Conservation District
Permit File

PC
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
May 13, 1998
C.L. Stokes, Jr.
Red Hill Farm
Rt I Box 359
Ryden N C 28513
Dear C.L. Stokes, Jr.:
RECEIVES
WASHINGTON 'OFFICE
MAY 1 5 1998
Subject: Application No. 40-0131
Additional Information Request
Red Hill Farm
Animal Waste Operation
Greene 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 the following by June 13, 1998:
In order to complete the various components of the certified animal waste management
plan, please submit two copies each of the following documents that may be applicable to your farm:
1. The waste utilization plan must be signed and dated by the farm owner. It is missing in the
waste utilization plan submitted with your permit application.
2. A map showing physical location of your farm showing directions to your farm is missing.
3. Number of lagoons present on your farm and calculation to show required storage volumes.
4. A credit for residual nitrogen from a leguminous crop such as soybean in a crop rotation
must be accounted for in the subsequent crop. Hence, nitrogen application rates to the crop
following a legume should be reduced by 15-30 lb. per acre depending upon the soil type.
Please verify that your WUP has properly incorporated residual nitrogen from soybean crop
into your overall cropping scheme.
Please consult your technical specialist for further assistance in determining and obtaining -
documents required for your farm. Please include an explanation if any of the above requirements do not
apply to your farm.
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 by the date specified above
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. .
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. 40-0131
C.L. Stokes, Jr.
Page 2
If you have any questions regarding this request, please call me at [phone], extension
363
Sincerely,
0_� 4_"
J R Joshi
Soil Scientist
Non -Discharge Permitting Unit
cc: Washington 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
A. Preston Howard, Jr., P.E., Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Charles L. Stokes Jr
Red Hill Farm
Rt 1 Box 359
Ayden N C 28513
Farm Number: 40 - 131
Dear Charles L. Stokes Jr:
IT
`0�
r
C) E N F1
February 13, 1998
RECEIVED
WASH NG 01\1 OFFICE
FEB 1 6 1998
D. E. M.
You are hereby notified that Red Hill Farm, in accordance with G.S. 143-215.1OC, must,apply for
coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your farm has
sixty (60) days to submit the attached application and all supporting documentation. In accordance
with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section 19(c)(2), any
owner or operator who fails to submit an application by the date specified by the
Department SHALL NOT OPERATE the animal waste system after the specified date.
Your application must be returned within sixty (60) days of receipt of this letter. Failure to submit the
application as required may also subject your facility to a civil penalty and other enforcement actions for
each day the facility is operated following the due date of the application.
The attached application has been partially completed using information listed in your Animal
Waste Management Plan Certification Form. If any of the general or operation information listed is
incorrect please make corrections as noted on the application before returning the application package. ,The
signed original application, one copy of the signed application, two copies of a general location map, and
two copies of the Certified Animal Waste Management Plan must be returned to complete the application
package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
Post Office Box 29535
Raleigh, NC 27626-0535
If you have any questions concerning this letter, please call Katharine Keaton at [phone]
extension 533 or Carl Dunn with the Washington Regional Office at [phone].
Sincerely,
A. Presto , ., P.E.
cc: Permit File (w/o encl.)
Washington Regional Office (w/o encl.)
P.O. Box 29535, Raleigh, North Carolina 27626-0535 , Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Telephone: (g 19� -7 H (0 - 3 ( (o LJ
Type Operation: F, d e_c _ - n �� 5
Number of Animals: 3 L - a
(Design Capacity)
% .V `CS� r�'-r
WAI QRo VF p
nON
AQr2�1998
NOn 8charpq Peftar
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting
nutrient. Waste should be analyzed before each application cycle. Annual soil tests are
strongly encouraged so that all plant nutrients can be balanced for realistic yields of the
crop to be grown.
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply more nitrogen than the crop
can utilize. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and available water holding capacities.. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 10 tons per acre per
year. Do not apply waste on saturated soils, when it is raining, or when the surface is
frozen. Either of these conditions may result in runoff to surface waters which is not
allowed under DEM regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of nutrients for crop production
and to reduce the potential for pollution, the waste should be applied to a growing crop or
applied to bare ground not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis
report from your waste management facility. Attached you will find information on
proper sampling techniques, preparation, and transfer of waste samples to the lab for
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 2H.0217 adopted by the Environmental Management Commission.

Amount of Waste Produced Per Year/-allons, tons etc.)
3�� a animals X%�(�x��waste/anima3/year = L' 7 (a=.) wastelyear.
Amount of Plant Available Nmogen (PAN) Produced Per Year
36-7aanima15 X�31bs. PAN/animaVyear Ibs. PAN/year. (PAN fromN. C. Tech.
Guide; Std, 633)
Ampiymg the above amatmt of waste is a big -job. You should plan time and have
appropriate equipment to apply the waste in a timely rnanner.
7-he foRowmg acreage wM be needed for waste application based on the crop to be grown
and surface application:
Table 1. ACRES OWNED BY PRODUCER
Trace Field Soil Cro_o Lbs. N Acres Lbs. N Month of
No. Dma Per Ac. * Utilized A-nHcztion
—j
I ]77i s N is from animal waste only. If nutrients from other sources such as carrtr= Z!l
fern-'LZ: r are applied, they trust be accounted for. N mus-- be based on realistic vied
ex-aecr azi0m
NO Tc . The applicator is cau, boned that P and K jr-.ay be aver applied while mee n? 6e1V
requiremerrt� ,beginning in 1996 the Coastal Zone �anagernentAd will requircfcrrsrs in
some eastern counties of North Carolina to have a nutrient rncnagernent plan that r�:'esses
all nuzr:enls: This plan only addresses NitrogetL
2

Fable 2: ACRES WNH AGREENM-NT OR LONG TERIM LEASE
(Agreement with adjacent landowner must be attached)
(IL-gLdred only if operator does not own
adr-q=e land (see Rewired Spe~..:.ncarion 2D
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
rr No. Type Per Ae. * Utilized A Ucation
I I f
I I
I I I I
I f ! 1
! 1 f I !
! 1 I I 1
1 I I I I
I 1 1 ! 1 ! I
f f 1 ! I f I
1 ! ! ! f I 1
1 f I I f 1 I
Total I 1 1
See foornote for Tcble 1.
Totals from above Tables
Acres
Lbs. N
Utilized
Table i 1 Lf . D
1 r "1 4 `I y
Table 2
i
Total `I. 01
1 y tfi
Amo=t ofN Produced
L
Surplus or D(!;>
NOTE: ?he Waste Udfl:a on Plan must contain pro visionsforperiodk land
application of sludge at agronomic rates, TFie sludge swill be nutrient rich crd will
require pre -"cautionary measures to prevent over application ornutrients or other
elements.
3

See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (Inak) Amount (In.)
1--c4
F s
0
S
a 1ti I
LZ + I0
5G
Sc
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SINIIIAR TABLE WILL
BE NEEDED FOR DRY I.X IER OR SLURRY.
Your facility is designed forLO days of temporary storage and the temporary storage
must be removed on the average of once every (, MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevatio e o r 5�-�4
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.

REQUIRED SPECIFICATIONS
I. Animal waste shall not reach surface waters of the sate by runof, d. n?.nnmade
conveyances, direct ar)pkation, or direct discharge dig operation or land
application. Any &csarge of waste which reaches-,axface water is ptoHbited
2. Uieze must be documeataEoa is the design folder that the producer e�hc vx s 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, hersne saaIl
provide a copy of an apeement with a landowner who is vhdhila a reasonable
proximity, allowing him/her the use of the land for waste application. It is the
resp onsxbiJity of the o,,Nuer of the facility to secure an update of the Warte l rE=don
Pl, = when there is a 6ange in the operation, increase in the number
method ofunization, or available land.
r^ e :e exceed, the nitro - nee^ `,
�. :=�...:3lwase shall b zppl d to me..ta but not exc .' e�: ..s _+,rrealistic
crop yields based on sail n e, available mo srure, historical data, ccn ons,
a=d level ofrranatremx: uriess there are re�-_jJazion.s that restric: the:_.= of
a ,nlicarion for other nn_ =ts.
4. waste shall be arpiiec to land eroding less th ar 5 tons per awe per ye_.r.
Waste may be applied to 12d that is eroding at 5 or more tons, but lest; tom, 10 tons
pe7 acre per yearprov-= z -ass Etter sums are inst lied where runou!_aves the felts
(S ee FOTG Standard =9: - Hiter Strip).
5. Odors can be reduced'ov :-ie,-tnQ the waste or diskir Z after waste am catiaa Waste
s"o u? d not be applied ;u.: there is dander of dries u om the irrigation f.:d
6. V pen animal waste is to be applied on acres subjest to flooding, it will be sou
incorp ora red on conveaconaIly tilled cropland. When. applied to conservation tilled
crops or grassland, the V. ase maybe broadcast provided the application does not
occ= during a season prene to flooding. (See "Weath.e: and Climate L iorh
Ca: oaa" for guidance.)
7. Licuid waste shall be aoaHed at rates not to exceed the sail infiltration rate s,:ch that
rt; O":" does not occur o: , �e or to surface waters and in a method whica does pat
cat -se daft from the size dt:r;az application. No p ondna should occur 1-L. order to
con.troI .odor or flies.
8. ? waste shall not be aoplsed to satLrated soils, dung rainfall events, or when the
st-, ace is frozea.

N
REQUIRED SPECIFICA77ONS
(continued)
9. Animal waste shall be applied on actively growing crops ia such a tTfanne,- tb=t the
crop is not covered w;th waste to a depth that would inhibit growth. The pot=falfor
salt damage from animal waste should also be considered-
10. ZVaste nutrients shall not be applied in fall or winter for spring planted crops on soils
v hh a high potential for leaching. Waste nutrient loading rates on these sons should
be held to a minaim and a suitable winter cover crop planted to take tm relms,-d
nutrients. Waste shall not be applied more than 3 0 days prior to planting of the cop -
or forages breaking dornaacy.
11. Any new mime faritt i stied on or after October 1, 1995 shall comfy Ruh the
foHowine: The outer pe:=eter of the land area onto which waste is appLed from a
L o on that is a coin o :eat of a swine farm shall b e at least 50 feet from { reential
groperry bounaara zc son any perenml s=ea= or river (other than a; I::_ won
c za or canal ,,;,-,ri waste other than s-.Nine waste iron, facilizies sated o_ or af-r
Osober 1, 1995).. not be applied closer tn.an 25 feet to permniai.titia:.n. (See
Standard 393 - FLter St:ips).
12. A=; -pal waste sh i not be anvHed closer than 100 Lee: to wen
13. ;1­-nal waste shailnot be applied closer than 200 fee_ of dwellings otherla= tsosa
owned by the landowu:r.
1?. Was -se shall be applied E. a manner not to reacla otter property and pubLc +:QHt-oi=
ways.
15. P�-nal waste shall not be discharged into surface waters, drainageways, or�+e'.la nds
by a discharge or by over -;graying. A.nirnal waste =-.P-v be applied to prior convened
wetiauds pro,,7ded they have be--n approved as a Land application sate by a "technical
sp eci alist". Animsl waste shall not be applied on gassed waterways that di_c:.arge
dire Zy into water courses, and on other °sassed ware^gays, waste shah be applied at
as- onomic rates in a garner that causes no runoff or drift from the sate.
16. Domeszic and indusmal waste from washdown fames, showers, toilets, :, etc.,
shalt not be discharged into the animal wale rna,naze=aent system

REQUIRED SPEC=CA.TIONS
(continued)
I3. Is animal production at the facRity is to be suspended or terminated, the ovine; is
reso o=ble for obtain�z and implementing a "closure plan" whichAU, ,w +ate the
possoiiity of an dleYal discharge, pollution and erosion.
I9. Waste handling s�:c:ures, piping pumps, reels, ecc., should be insper m ca a regalar
bass to prevent breakdowns, leaks, and spills. A regular maintenance ciMYiist should
be kept on site. -
20. Animal waste can be used in a rotation that includes vegetables and oth= crops for
a=eCt human cour,= on. However, if animal w'ase is used on crops for eirect
huuman consunwtion it should only be applied preplant with no fi he; a_ p^c,-t;ons of
animal waste durinz the crop season.
2? . El zh v visible =ken, � be installed to mark t h = ton and bottom eie _=err of the
to=orary sorags `p �ag volume) of all waste mea=ent Iagoons. hg shall
be managed to T?rt ue liquid Ievel between tre rraarkers. A ae
rep �7 ed to mark the m� ,--ura storage volume for waste storage pone.
22. Was-e shall be tested wkHia 59 days ofut:Mzation and soil shall be test: _41mr,
an--ually at crop sees wL. a waste products are applied. Ntrogen sh ll '�-e t:e rate-
deter-u,rning eleme:,t. Zc and copper levels in the soils shall be mo .o:_c and
aliemative crop sites shy be used when these meals approach excesme l� .s. pH
spa'+? be adjured for opts„-„ crop production and maintained. SoE
a, a.lvsis records shall 'oe k:pt for five years. Poull dry waste appEcadc_:-:c-ords
Shall be maintained for three (3) years. Waste application records for a:I otae: waste
shall be maintained for five (5) years.
23. Dead animals will be disposed of in a m.aurzer that meets North Caroaa re elation&

:... T U`ILEIAI[l PLEA
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: �e R 1
Owner/Manager Agreentent
I (we) understand and will follow and implement the specification 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 wasters 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 Owmer: C k tL �_ S f d (C e
(Please print)
Signature:47V� Date:
Name of Manager(If /erent from owner):
Signature: Date:
Name of Technical Specialist: (Please print) Ke-01 a e W e. s
Affiliation: A, , , I) L 'I
Address (Agency):
Signatur C41-
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State of North Carolina !RECEIVED Department of Environment and Natural Re �A##
Division of Water Quality APR 16 MA
Non -Discharge Permit Application Form Mn .
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGlW#harme Petmlttinq
General Permit - Existing Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with the
Division. Please review the information for completeness and make any corrections
which are appropriate. If a question has not been completed by the Division, please
complete as best as possible. Do not leave any question unanswered.
GENERAL INFORMATION:
1.1 Facility Name: Red Hill Farm
1.2 Print Land Owner's name: Charles L. Stokes Jr
1.3 Mailing address: Rt 1 Box 359
City, State: Ayden N C Zip:
Telephone Number (include area code): 919-746-3664
1.4 County where facility is located: Greene
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): Farm is located at the intersection of NCSR 1337 and
NC Highway 903 in Greene County. Farm entrance is on the western side of NCSR 1337 approximated 0.2 miles from
NC Highway 903.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): MuEphy Family Farms
1.8 Date Facility Originally Began Operation:
1.9 Date(s) of Facility Expansion(s) (if applicable):
" 2. OPERATION INFORMATION:
2.1 Facility No.: 40 (county number); 131 (facility number).
2.2 Operation Description: Swine operation
Feeder to Finish
3672- Certifie Design Capacity
Is the above information correct? yes; 0 no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
Tvae of Swine No. of Animals Type,_of Poultry No, of Animals Type of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish .36 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: _ _ _ No. of Animals:
FORM: AWO-G-E 1/26/98
Page 1 of 4

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): Required Acreage (as listed in the AWMP): 45.5 r
2.4 Number of Lagoons: - _ ; Total Capacity: Cubic Feet (ft3); Required Capacity: (ft3)
Number of Storage Ponds: ;Total Capacity: (ft3); Required Capacit (ft3}
2.5 Are subsurface drains present within 100' of any of the application fields? YES or O (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
ES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? 7
What was the date that this facility's land application areas were sited? 3 Cl
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 J
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 fi ld4
3.3.5 The crops grown on every land application field.. 1
3.3.6 The Realistic Yield Expectation (RYE) for every/
very Frop shown in the WUP/
3.3.7 The PAN applied to every land application field.
3,3.8 The waste application windows for every cro utilized in the WUP.,/
3.3.4 The required NRCS Standard specifications
a3.3.10 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.
3.3.14 Mortality Control Checklist with the selected method noted.
If your CAWMP includes components not shown on this list, please include the additional
components with your submittal.
Applicants Initials
FORM: AWO-G-E 1/28/98
Page 2 of 4

Facility Number: 40 - 131
Facility Name: Red Hill Farm
4. APPLICANT'SfERTIFICATION:
ff II (Land Owner's name listed in question 1.2), attest that
this application for N'1 I �CJL1r NY\ (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 th req ired supporting information and attachments are not included, this application package
will be returned to me as ' co etc.
Signature Date 3 �%
r
5. MANAGER'S CERTIFICATION: (complete only if different from tht, Land Owner)
I,
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question I.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 1/28/98 Page 3 of 4

1 .41W -
?� -030h
• �tfing
Producer:
Location: S 14- ECG O 3•,-�-
Telephone: -I Li
Type Operation:
Number of Animals: 3 L - a
(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
enviro=entally safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply more nitrogen than the crop
can. utilize. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and available water holding capacities.. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 10 tons per acre per
year. Do not apply waste on saturated soils, when it is raining, or when the surface is
frozen. Either of these conditions may result in runoff to surface waters which is not
allowed under DEM regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of nutrients for crop production
and to reduce the potential for pollution, the waste should be applied to a growing crop or
applied to bare ground not more than 30 days prior to planting. Injecting the waste or
disldag 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.

Amount of Was:e ProcicedPzr Year(gallors. fttors. etc.)
3�-ra /0Al� To�✓S
anizaals X{arta. waste/anim��l/ye3r =(a977 (arm.) wa.selyear.
A.=ount of Plant AvEable Nitrogea (P AN7) Produced Per Year
36-7aazauna7s Xa__31bs. P4N/aaimaUyear =�Ibs. P_ W- 1year. (PAN from N. C. Tech.
Guide Std. 633)
Ampiying the above amount of waste is a big job. You should plan time andhz--�•e
appropriate eq*mcat to apply the waste in a tha.eiy marrre
T'ne oRowing acreage be needed for waste applicasion based on the crop to be town
end --,:�ce aunEcaMon:
71�:e 1: ACRES OWNED BY PRODUCER
i = ac Field SE, Cro_o Lb s. N Acres Lbs. N Nioath of
No. T,, e P= Ac. * lituized A:vHcation
a70giI I LLi I Fi-sr-mg-(Q 1 13 ! ! S.
�a0 4 Iq I I ! ! I 1 I I
G 9 1 a. I��Fsa •A r'
09 LI 4Y. i o as n, 1 b 1 23• I` 06 IzrLA I
1 I I 1 1 I I
I I I I 1 1 I
! ! I I I I I
I I I I ! I I
I I I 1 1 I 1
! ! I I 1 I 1
I I I I I I !
I I ! I ! 1
2-7.. is 2V is from animal wrsre only. If nut i-=zs from otf: a r- sources such as
ferr;L:---7- are applied, they rr.:u: be accounted for. N runts: be based on realistic 12eld
NOTE: The appl!ca:ar is c:_:ianed that P and K rrGy be aver coplied fvhile n-t:".rg t� e rV
reouererrsr.L� Beginning in 1P96 the Coastal Zore 1Lxane3 emenl Ad will req tit: fps ir.
sorry eastern counties of Nosh Carolina to have a rrurric :t r-'rnager=nt plan. !h at
a!! n1. trts. This play: anl, addresses lVirroge,7-

4
Table ?: ACRES W= AGREEa1g " OR LONG TER112 LEASE
(A-gatmear with adjacent landowner must be arrach4
(R-cuired only if operator does not own
ze-eq=e land [se-- Required Soe---:fcadon 2j)
Tract Field Sail Crop Lbs. N Acres Lbs. N Mona of
No. Type PerAc. Utilized Atralicat on
! I f I 1 I
! I 1 f f
l ! f f !
! I 1 f ! f
f I 1 ! f
! f f ! I I I
I ! I f ! I !
I I f I ! f I
I ! I I I! I
I I ! ! I ! I
To -cal I I
Sze fco:rcre far i cafe 1.
Totals from above Tables
Acres Lbs. N
Utilized
TabI:, I -7Y, 0
Table 2
Total -7`i . o
A otmt of i i Produced
SutrohLs or D
NOTE: T7ie Waste Utilization Plan must contain provisions forperiodiclard
appL anion of sludge at agronomic rates. Tire sludge will be nutrient n' . and will
require precautioncry rnessures to prevent over appliczrion a,"nutrzents orotf:w"
rents.
3

See attacked 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 (InIHr) Amount (In.)
011l
tJoA
Qkpa+
D
5G
So
THIS TABLE IS NOT NEEDED IF WASTE IS HOT BEING APPLIED BY IRRIGATION, HOWEVER A SBvinAR TABLE WILL
BE NEEDED FOR DRY L r= OR SLURRY.
Your facility is designed forLO days of temporary storage and the temporary storage
must be removed on the average of once every (, MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevatio e I.
r I�
V
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.

Pam.'_.::::�-,_�_
RrQU=D SPECLFICA + IONS
I. A^imal waste shall aot reaca surface waters oi'the sate by runoff d:•-ft ��nmade
conveyances, direct apoEca-Loa, or direr, discharge dur-�a- operation or ia_Td
application. Any disarm?e of wage watch reaches ,-,=ce water is prohicite:
2. There must be doc=station is the desga folder that the producer owms or has
zn a=eemmt for use of adequate land on which to propezly apply the wzs... Ifthe
producer does not owa adequate land to properly dispose of waste, hcfsae
provide a copy of an ageement with a landowner who is within a reasonable
proadmity, allowing hie: the use of the land for waste application. It is time
resp onsibility of the owner of the faFuhy to secure an update of the U�x ion
Plza when there is a eL=ae �:L the operation, increase ia the number a=
=v:liod of utilizdor, or avaT!able land.
j. :--,;-•.,a I wa.-: SLR Ce to Mea-t, but not excee-i time nh:rogez!t'_, JrarrzaHstic
=�i� �ield5 baSz^ On 50',— 2V8?13D1e "' �' ''.,_—OrlCal data, Cl :': CC_^�'"'ons,
`!e;'el oIii:P=:wS_4x_ :SStlle:e a..:e re_^'1'�O S `:2tre5ulc: ._:!Ci
a:, _lication for oLHerrc= . .
4. waste s _, i2 be apc_ :..^ to land eroding less thm 5 tons per acn
W asze mate be applied to that is e:odina at 5 or Tore tons, but less 00 tons
y ac,e Der year Dro4iCL, =. tSS IIltei SLID_ S are-. a_Ie-; 'Where 7=0�:-a;eS the
(�e_ � OTGStandard:�: �=:er Sty).
5. Odors can the wale or diskizz after wale apr_cs_ow Waste
s"ou d not be applied �e: '^ere danger the irrigatioa'' _:-
L tL is dar _ o z exi- �. o.y
6. W a em animal wale is to be applied on acres slzbjec:t to oodma, it wiib= sau
i:;.coz-aorated on conve-_ o=,llvtilled cropland. When applied to conserra_on ttHed
crops or grassland, the v,:aste may be broadcast provided the application does zot
ocC;.:: dt:rma a season prone to flooding. (See "Wea:He. and Climate h';cna
Ca_-olina" for guidance.)
i. Llci.Lld waste shall be acalied at rates not to exceed t z soil in$ltzaaon rate s,:ci that
r4:.r o,: does nor occur o=Le or to surface waters az d ; a method WiLicI Co es _ot
ca se d±;rz from the site d,.:.'+ a_aplication. No pond ag should oc7ar W o:ce: to
cortrol.ndor or flies.
8. w•as`e shall a o t be appHtd to saturated soils, drainfall eve---,S. or :•hen. the
s� ice is 5-ozea.

REQUIRED SPECIFICATIONS
(conrinued)
9. _ - ; waste .;ball be applied on actively growing cxops in such a...:R�er
crop is not covered w;Zh waste to a depth that would izthioit growth. Tee por--,da.I for
salt damage from az,zLl wale should also be considered.
10. Waste nutrients scz ; not be applied in fa.Il 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 mini,-„= and a suitable winter cover crop planted to take Lm re!ea s.°d
nutrients. Waste s' L nor be applied more than � 0 daanL ys prior to plP of , e crop -
or forages breaking dormancy.
11. a=v-aew swiae `&r:;:-rimed oa or aver October I, I995: shall co=lywi: H the
ollowinQ: Tat out:; peter of the laird area onto wmich waste is applied cm a
Loon that is a co o =t of a swine faurrn shall be at Ieas 50 feet Loin •r:M.=tial
p; op e; ry bou—ndrry and "o= any p e: enrai = ear or _=Y er (other � 2-a a:.-e- ca
dw Lh or canal. AR r-=' rias-ze other than ,—arae waste-E;oafacilhies o= o--
OY-ober I, I995), -ct be applied Closer man 25 to pe=n111
S:�::da.;d 393-- -F_=.e: St=sj.
I?. _= ,vase &E Lot be applied closer uan. 100 fear to wells.
1- . -1 ":=a, waste sbaiz _ot be a jEed close, than 200 fee: of dwe!Egs ot~er "Ose
ov,med by the L:rcokL_..
I=. Waste shall be a tamer, not to reacts other pr ope.'<y and pubic
Ways.
I5. 4 wale sz-,U not be discharged into surface waze s, drainageways, or -xe•.L-ads
by a discharge or by o'er -spraying. Anitsa.at waste may be applied to prior conve:;ed
tire:lauds prodded LL.v have be --a approved as a lz--. a application size by a "t.c:.aical
sperm alist". Anztnw< war: s•tl3llnot be applied on grand waterways that LZLar_
d _-e=y into water courses, and on other amassed w ace:ways, waste shin oe'-oohed at
as onoi=c rates is a tra:a.r that causes no =off or drift from the rite.
16. I7o=es-ac and ind u u:a' waste from washdo%A,n fac=y-ies, showers, toilets- -t;7 et:.,
shall not be discharged into the a�rnal wale =aua emeat system.

INX T� Tn r.;Tx
REQUIRZED SPECIFICATIONS
(continued)
IS. If animalproducdoa attl�e facility is to be suspended or te.-M aced, th. owz=is
reso onsale for obtai:L-s and i=lenient ng a "closaze plan" which wL =rate the
poss biliry ofan;� e_a,T dischar,ge, pollution and eroslon-
I o. Wase handa- s=crLzes, pining, perms, reels, etc., should be inspect cm a repk
bass to prevent brtakdovms, leaks, and spills. A regular maiateaance d eckis` should
be krpt on site.
20. Ar;rnai waste can be tsedm a rotation that includes vegetables and ot=- =,osfor
d—:,. e--6 human constdon. however, if ani=al waste is used on cross far dh.--.t
hT: an cons-umnt:on it suou?d only be applied prep?ant with no fume: 1-10Z. -ons of
awaste du= z the clop season. --
27 Tf ba insalIed to ..rk on and boroor tit..
teOrai�i Mora°' Ct)L'��W Yoium_) ofz a1 waste =e3`:i lazoor?S. c'
r 1� T r ncrn H .e. er r— ••1 b e
C 3¢"�. to- ..� �� uCiva leve► oe� vir.. ;� ^ars S. :� IIi.°:':i._ n� C�
recu ed to =-k the :� 5 �'-'LTa storage volume for waste storage ponds.
22. Waaze sca11 be tested wi• 69 days ofu*Eizatioa and sou shall be test:'. _: Te:st
=, ; v at crop s:t_s ww;,a:e waste products are a-p w_ed_ Yi=ot:= a-� :: -. rate-
dece.:� inQ elem°nn ac and copper levels in tom= soils shall be mom:o.ec =d
arer:Lazve crop sates sa-TI be use when these rae".a s approach excess:::e' es. pH
sL-a 11 be adjusted for opt:= crop produ--=on arc ==inzaiaed. S 0 2 ad':��e
ara.:vsis records sh- be'. t for five vea s. Pouf: dx--y waste an1Ddcadc7-:=0rds
sha.T1 be mainta ed for t :l ee (3) years. Waste appiica-d records for P ors l: waste
shallbe maintained for eve (1) years.
23. Dead animafc «ill be di_svose�? of in a manner. that Lees North Caroaz :e- dons.

} WANE—U�'ILI�A�'I PLAN
«. w. v... w......................... _. ....� .w ...... ru...... r.n.�..
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: I el e n 1
Owner/Manager Agreement
I (we) understand 'and will follow and implement the specification 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 wasters 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: C k •-GL [C S �d LC e S
(Please print)
Signature:
Name of Manager(If different from owner):
Date:
Signature: Date:
Name of Technical Specialist: (Please print) Kira. i of W c s
Affiliation, AA . ,. r -O L `I
Address (Agency):
Signatur V.,
/lC_ 45�`
7-3 r�4,

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APR 1 6 IgQa
System Calibration l on-Dischftm Perr*tina
Inforinatcn presented in manufacturer's charrs are based On average operation
conditicns with relatively new equipment. Discharge rates and appiica.ien rates
chance over time as equipment gets cider and components wear. In particular,
pomp wear tends to reduce operating pressure and flow. With continuied use,
no`le wear results in ar increase in the nozzle opening which will increase the:
discharge - cLn while decreasing the wetted diameter.
You sihculd be aware that operating the system diI Ferently than assumes;r the
desicn will altar the application rate, diameter of- coverage, and subsequerrdy the
application uniformity. For example, operating tthe- system with excessive pressure
results in smaller droplets, greater potential Tor dri,"t-, and- accelerates wear nr the•
sprinkler nozzle. Clogging of nozzles can restil in pressure increase. Plugged:
intakes or Crystallization of mainfines will reduce operating pressure_ OCe.a ng
below desicn pressure greatly reduces the coverage diameter and appliCation
uniformity.
For the atlove reason, you s�,ould calibrate your equipment: On a re ud'Er ::+csi5 to
ensure prcCar appficatlon roes and uniTOrmity. Calibration at lesst c;,C:. eve:'/
three is recCmmendec. CaNbration involves =fie rtinC. and 71OW at
severa: foca.t-.cns in the apaiicavon area. ,any number e containers ca:n used to
collew. fi0'.V ar;C determine uiF appflCatiOn raze. aln CaL'ge5 work best JeCcL'Se
they e?res:Cy have a graduct=d scaie from w,`Iicri t0 read he application. c,—,,cun4
withourr- having to period.; adciticr;ai calculations. However, pans, plastc buckets,
jars, or am, L-; linc with a uniform opening and c. css-sew-ion can be use0. Cruvided
the liquid collec,ed can be easily transferred to a scaled' container for
For s etc nary sprinklers, coilectio;, containers. should be located raridor,nly
throucne�r- tine application area at several distances `""roni sprinklers. Far nveiing
guns, sprin.ciers should be located along a transec; perpendicular to the direc—ton
o.r puff. Se: ou' collection containers 25 feet apart along the transect on cc-,h
sides of the gun cart. You should compute the averace application rate'ar all
nanunif orm,rty of the application. On a windless day, variation between ccn-miners
of more than ,?0 percent is cause for Concern. You should ccn ac7 your IrrIC'at[On
dealer cr tec'nnicaf specialistzor assistance.
'RerrinreL' .`cr .C-e--;�'Tc ricn Training fcr Ceerations of.:nimzri Waste M.7nu -et-nerrt Syv errs btanral

O PERATTQ N S: NUITMENANCE PSALA
Prop= la--oo;i Iicuid rra^:4e:n-.-.. snould be a. v=r-rcurd It is eddy
i.^Iporsc .o .age levels so t a: you do not have proolt ns during ex:-nded zuy ad
weep =oc-S.
Mxdm= st=zg c.pacity s ICK be available ixi the lagoon =orperlods wh= tine'
r".;VLzg =cv is dornart {suc:� as wintr-one for- b��aucar s) or Weca th.-ea-
examdW i 'cry !gews sual as the tZitidarrccorni szasori in tue 5LL'aI:`��:"uIit�.. This Ell^ z
.tl w: at the T Signs of piss t' p 7,7h in the late wing-.-/e`:ay S lin.,-, i2,i921FOFr :'==6n-tr)
a r-�zn =M= ==Ynnent !]lazy should be done whm-imv= the land is dry e_noigh to
rive lagoau liod? TO oil rn.-wA-- storage spa= zV'r zb1a is tht Izoon for we:
pe_iods- In the lit surrame.-/y y W do Agcoorr should be pu.,._ down to taelow
rnarr (sue. F - 2-1) to allow or wintar storage; Eve_-v e.aor, should bC7 Mad to
1=00=4 dam moon close to the SAMunn, liquid level as -long as the we rherand w,-qze-
ut lizadoa ui� wit allow it_
Waiting Unt A hgoon has towie its mz i:::tur stake :y before sue_-; to
=z-g= dog rot: ?pe ve roon e„cess w•z tr duri-.g e:,-:z ,de we: _oenods. _
ove:T20 ~w the IZoon for any ==son excep: 2 25-yes..:, 2-" hQC:r s*,cz .. is 4'rlolz cn of'
Stc.te_ Law `d subjtc: to 0t.�' 1
Tne rou:L e of moon involves L-le :allac,;.
-:..- C.an G::'•..'. V: Ya•-a ��Zl.-.. c:3 �lvr _Ui Lim Gam...
..S : Qr i"cs: C=,, cn yegewyle
e e 'ara.- a.. Le ITTQ*7 ez--- yeaz r—.+ded. cav :s. i a Y.._ _..,.�:Qn should b _ � - - , i=�n to
The zonount: offez' au'7hed shor d be
OcS"d OP... SOUS `; OL': L the eVe:;4 th=- __ S C: v.-Z =�O 0bMim
4 5 OLLS tesC :- e y, fyag e lCOr: It :i0=znen = c;' C. s�IiMUnGii;� =zu
should be r"zni� w=d. 800 pounds pee of 1110-11-0-10, o.
3rN and was on -we e 4baa!znent rzus= be conzwUni TO nay be
done by IIIoVrL�, Suicr �, 'QI"tc.";�, chopping, c_- z CAIilbi=don of
C: ese practices. TITS should be done an I= onst a year =d
7:cssibly twice L: yca--s tL= Went' h=— c.cndit:ons az-- icvorabie for'
.e by veymm ow l
NOTES: If ve�g W.:on is concol,Tw by spying, the he+✓ic.'ce =:sz not be al?ow•ed to erg
the lagoon Suca ch--.. L'caLs ccu d harm title ria''"a"- i.. t.'Ic lapon C-Iat a:-s
the K -zS'1.
hQdmt:w=--- I..�z"wzions of the lagoon should be mmzde C'.:,-n the irddg r�umg of
the•Iagocr. a G .'...= rii2Tor iaiON 3T z:.,d to bt&
chefhmk should r:clud'c, as a i'�� �'�.- tnc follow.-jn- g:
1^� asw. L-let Pine: , Rec•.•c:irig Pin�e.�, and dve= ow vim. S—look
1 . SOXMaon O: 70
annmukicc Of -,--Its or
Over cor,didOr, of Pip

Lagoon surf3r_—?ook for:
I. undesir�ie vegetative growth
2. fIoaL'I1a or lodged debris
E.mbanL-7, --it—look for.
I. seale:nent,k:rig, o= "jug" holes
Z. side slope mbiliry—slumps or bulge
3. we: or =,, a*' s on the: back slope
=. e:os,on cut :o lac of vegeon or as a r.�ult or crave Edon
5. rodent dau,age
Lame: lZg-oons may be subi—_: to In. damage due to wave=don caused by st_oag
wines. 'I'aesr waves can erode the Loon sidewaUs, the=by weakening the lagoon dam.
A good =nd of vegetation wii? r Luc: the potendal da= a caused by wave dart If
wave acton causes se.Zous d=,,age to a lagoon sidewall, bares irr thedagoon• My be
used to =--�u :e. the wave imoacs.
Any of these- features could lead to erosion and wCaX__':ii.*tg of the dart: If your Ikon h=
any of tries.- fmrures, you si,or d cam? an agpraprizte ex -Der-, sa* ti it^T with desigl `d
:con=".!C.Z,oz of wzsm lagoons. You may n—i to provide a te•-:rary.nx if d�is a th,—__t
of a w�sr: s.::.a:ge. Iioweve:, a permanent solution saou?d be reviewed by tie
e wt. —,1V di nz a. lagoon d2--i wlt: hezvv—_uivment is a. stnaz
u :d=-= d ,- potencariv se=aus consa:uences and suould not be conduce . �iws
n:e::doy an auorc-o a:e =.�nicz eXae--
rife, for o70*3er ot)er`on af-
2.
Chem loose fi:-n,s. `.d ov=: Ti Uu=.,) cUer'-Der'-on. s . unusually loud Cr E:indiz
noISC,,s0 � __e a:�,ount a= V -I.=oi;, May lridiG�::.'.�ti -- tie uL�,'� is in n=, orro.:e:i or
reaolac - �r.��
NU'-: ?=_... L—ig systems be L-isoecttd and o-ire.^--:ue-I y enou�., so tip you.
are not c==ie�.ely "surprise; " b`. w�iiL�riient tFi:u�-e. You suot:id perforn yourpt��g
systear r: .�=: 2-rice at a time w;,e.; your lagoon is at its low lvze''. This will zjlow some
safety Ravin a. neatly fall lagoon is not: tie tme
to thin 5c aboutsv+�itciiirig, ram::. xg , or borrowing purrtns. P.-obably, if your g;cva is full,
yourne_g.hbozjs lagoon is i•,1T aiso. You should consdw nnain—mining an inventorf of raze
parts or pu:..--ps.
Sir- ac: ware- divr=on feat=es are dezi,-2 - to Ca-ry arl s=,- ce
drainage watr.--, (Suc.i as raL'ifall runoii, roof dam,_ ",age, gutter outle ,
and par.+an; Ioc r=o ) away from your lagoon and other waste
e r or storaze sL �iccaxes. Tne only w== uzz should be
cor•,uig from vour lagoon is that wi",ich cones ��,;. yourflushLng
(wishing) sysmm pipes and the :�:i_.^wall t� hL, s tlhe lagoon- di.,.:,.:ly.
�
ou,should'ins: V'our diversion syste:n for the faIlOwing-
1, ad�.a_'� vegemxiOn
? . dive -son capacity
3. ndze be.-r,i height

Id=tified =ble:rs should be corm^-m promptly. It is advisable to ins : you. srswm
doting or i'rarue;:ia�Iy foilow�z; a heavy �;�. L` tpc'ia��zc I assisMnce is net;d­i io
dcr==.ine proper solutions, consult ;with approbr'� ra epe: z.
You should re-ord the level of the moon just prior to whe:Z :din is pradic•.e:+, and taen
r=ord. the level again 4 to 6 houn a=te.- the raid (assumes tire+- is no pumping). This wal
give you nn idea or how muc:t your lagoon level wi?I .use with a certain rift.` imount
(you mus a?so be retarding your min a.11 for this to work) . mowing tKis sho ld II zn in
planning i.*-ivnzon aopi.icadons and storage. If your lagoon rises excessively, you =y
have an imdow probiem Toni a water diversion or theme may be sage into the
lagoon frarn the surrounding 1=d.
lagoon. Ope—ration
Startzap:
I. Immediately a• to corzsLLtiction establish a cor.:_niete sod cover on bz-- soil
suraces to avoid erosion.
2. Fill new lagoon e_gn t ,e tment volumne a_ lenasz half null or w=. below
waste loa= be=S. ta,b:cn C2re riot to erode iS-Ling oL bar
Dre—in.Oipes:_-M lagoon shiould have a =_'e.=_ b_e 717e ex:z.1de: CC �C
end of = e of o bc LC.:a=�e Rpe�' '.:�' 7L0.-. 0: ?e I�00r, C.'?!
: � �me or ano,_ .-. oI slowin- t=:e r.C^.:, :? 'w'cL: t0 avoid z'on of
L':e• Li-IM a,
c: When possible. b z� loading new I2-g-aons in t e sJrzn' to
bcC 4 es=. (due to wZ'rler wez_he.).
recoran enCea a"Z: a Re"V lagoor1 be See: a^.. vith sludge ftri
, wor:iuig swine_ lapan Ln the amount of 0.25 ve...ent of the f?ill.hgr_c
i.icuid volume. — s swdirza should c=Lu zi least two WeeicS the
azdition or was-zwe_ .
6. = T rain a Iae:;od c c -Ii on the lagoon Hquid -oH . If the pH ills be:ow
7.0, add 1='cuixi:_i line at the raze ox ? pound t>er 1000 cubic f: of
La -goon liquid volume wdl the pH rises above 7.0. Oodmurn lagrcn liquid
off is betwM-17.5 and 8.0.
7. a dare color, Iaa of bubbling, and ex =sive odor Signals inadec'u.=
6
i0I0cr- acRvic- . Consultation with 4 rep: = e-ded
lr t1heze ConCILflns C.=Ur for prolo:Ic,e: veriods, =ec-ally dunina t._ ';arm
Loading:
The mare. :Er--_-cen tl v and rev-0,.rly t1:at wastewatar is adder to a lagoon, the bet'w e
lagoon ,;dH %.:nc on. FLSh SVS:!7nS L:iat WaSh Wa.Ste IMO t::e lagt~on SBVe.M.l LL-M...'' LEV ale
oatim= for t tment. Pit rr.-.,- sysr. ms, in w; ic:, one o, ..:ore buildi:nas art w�.ed_
and r..:.anger^ day, also work weI.

Pmcdce water ccnse:vation—rninirr z. buildLng wa=r usage and
spil.L ge fi om I=]Eng waterers, broker pities and w•ashdown thr 4,i
Droner main=ancr and water cons,✓: ,adon.
_ -Miru=t reed wumgt and spillage by king feeders adjus•,.ed. This
will r-..duce the amount of solids e,Ztering; them lagoon
Maintain fagooa Liquid level betweYn the pe_-m:.neat store Ievei an
the full te.mpor-a: y stogie level.
Place visible maike.-s or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure ?-l).
Star iz-z d,'Ig at the earliest possible date in, the spring based on
nument and soil moistur-e so tL►ar "te...t}o�ry sto.�ge
will be ma. == for the summer thunde:st���.l �� on. Siriilarly,
��iaate in LhC I=A sunrie./early fa?I to provide :=-:imum Iagcon
storage for the Winter.
1 he 'iacoo should never be close: than. I foot to the io =
Doi..^: o th-- c :. cr e:..ca.I.Z71 eat.
eveo e- a .,e.-.
0 IIoc OLE't) _. _=�CQ% !iGL'id 1 l... AQ`:l,.. L�� t.: �...__:.a.'Ie::: StQi =!
level Uzi. vou zt .-em"ovin- Sind-ze. p
LzC+.:... floc: jumu _.`s�5 app o=Lll �;y l8 C .eS I!mciern'.za L.e'
s•= acz `:d as .2-� F-Wzv :tom t1te drai_npix inlehs as possible.
P�evcnz ad"i' Grs Gi' 0n...,4 � -i. ma*...erials, long- :t:,.:..u~`I^. forage Qr'Y.:_-'..�-�aflIly
7mc_ sy -1°es, Or other fore:�-- .i.G�_-':.a!S into the ,=Yocn.
F.—Ilu--.Idy :e ^Ove solids from carc n ba<7.I1s a= --; d as conilne:::ert i10= or,
1'Y h--rever iilev a._- :i.Sc- e—A
NLLI'" in sz-:c: v,.cp=don, rodent, and varrni.t ==, of near lagoon ed g=
Do not allow `-,, s or Iax;e bushes to a ow oz iZoon dale or e:aQzn�==t
Remove sluc;e f;cm trm lagoon ether Wheal L`Ie Siucze storage C;iiaG 7IS
fuH or before it �, 50 percent of the _ .._...arit::t Scor e volume.
_ if anirnzd umd,,.,cuon is to be ter=at°�, the is responsible fcr
ODic.'-Unc, a^.0 a CIOSurr Dia:�1 to e� ---ate the poSSit}L:r Ora.
P-C)LIL'tant
Sludge Re oval:
Rare of lagoon sludge buiid j c= be re uced by:

proper Ia;oon
rnwilanic;:l solids S.~para.don of _:usile:: w•
wiry se:'iing of NO& waste solids L^ ar.. appropriately desi, itbasin, or
1M1:5Ti�ng lee; wastage and spiiLg=.
Qgoon sludge chat is removed annually rather t:-an srorw long termn will:
have more num-=rs,
have more odor, and -
require more and to properly t= the nu .=s.
Remote ter:L-uQues:
F-ire a c=cm appLc:a-tor
-NMi,�, the sludge and lagoon liquid with a chopper -agitator irnpe'.ier
primp througl. large -bore sprLlLSler L —ga ion syszeil onto near:,! =piand;
and soil inc.?mo-n-t.'..
Dewate Cite upper Via=. of lagoon by L'-::�,ga: {cn onto nearby cropi-n-%d or
;oicgalal;d; ..._C r�; :a:s:ir:g sludge' DL'i.,r7 Ln:o +_G'_?id SillCg_ c�o�.-�:::, £�?L
and Sor-'d C.-to =C)Iand or forage-a:td; a-_G sC_�-.':corpozzo. .
DVMa=r t - p- 07 of lagoon by it ' -m-or: Cn:o nea."JY c.c_:1zd or
fcicceianC: Crsludge IioFP_ lZgC-0ii.iv'i_. C.�-'rIe of SiLC. cc?_q 0'."-a:I
e, esid! 'act : a..e a Pict S _:az -"CUICS =, L,:r b ck
a:: 2 C...,: . - _o: to r......lve ti7 siL:,.7 � o
..to lag✓cr:, a!iow.siLdae CO de`iJGie.; haul`_d s:rt..:d Wii:? cTia".: vi�'r..Cl�
cam cropland or fc_saiand; and so'! L-i= =o--rt.
Regardless of ve �znn-- �Iod, you ..._sr sve the sludge ...ate- anzlyzed for was:!
C.C}IIS"a.;L'p.."..=5 jL'S= zz you t'OCid you: iC'OIl Ovate.. �Ti"Ie sludge Cont`.*1 d'_"'2: :
nur::i=t and meml values .lc^ t e Hquid. 7h-- apDlizcz: on Cf the Sludge to 1Ze:d s willrbe
Limited by _`tee nu ien s as weH as any previous waste a=E=. ons to that fieid =d
zevui-eW�..� Waste appic doe :,-- s w;Ul be discussed in ce=i= L-I C?,apter I
Wile.: zmemov=g IQ:, you rlus: Qo nay attendon to the 10ine: to prevent da..Iag Clos:
at=lion by the pumper or dag-?Lne operator w-iil ensure thz t`�.e lagoon liner r--:ems
intact. 1f you see soil rn-aewal or It synthetic line: beng disturbed, you -caoald
stop the ac'"viry irnmeniam.-y and „oc resume until you are haz the sludge = be
removed. ';Wathou:1L-ier injury. If t: -- liner is d.a nagt- It r i=—. be repaired as scon as
possible.
Sludge re.:,ove =om the lagoon gas a much hig:ie_ r}ims-p ioz- s znd.heaYy ne: 1 c '-=
than liQuid_ =ise of t'ds-it S:,CL: d, probably be ppiie7 to lard with Iow pr,Os7ilorus
and ra m! 1_Ve' � as IndlG:t'.. by a soiltest, and In=- �9-a:_�..^ to re:duc tl` e C."a= of
e asion. Pgate t: a: If r-' e si'.:dg.:s a pER to Ilelds Wit.vet" I g.' soil'-=c pnos✓1C' it
should. be zzwHt.-: only at actz to the crop removal of lnosphoru-s, As 1 or-=
wastes, ziF.�-vs have your Ug an Odge anaiysend for i:s va.iue.
The a wEwasor. of sludge uL Che amount or odor a: t_:e -.7--aSte appE do:i sit.:.
E:Z pry-,w:��dor: szouid be usz :o observe the wind. d:r---z;on a:.d cti:er condidors w Lclh
could Q= conwri of nei_hbon-1.

Possible Causes of Lagoon Failure
Lagoon fauums result in the unmanned discharge of wash:war.— from the Types
of rails include lease through the bottom or sides, overtopping, and br�mcch of the
darn. Ag proper design and coastruction, the owner has the resQonsiowrl r ssti*minor
en irin- sta—ucture safety. Itw:Ls which may lead to Iagocn failures include:
Modification of the lagoon str-ucmze`-•an example is the plan--nmt of & vipe
in the dam without proper design and consc action. (Consultan eft in
lagoon design bdbm placing any pipes in dams.)
Lagoon liquid levels --high leve?,s.are a safety risk.
Failure to insert and maintain the dam.
Exc:ss surface watr: flowing into the lagoon.
Liner integrity-mo"x-c from inlet-pire scourifnc , damage dur•:n_ siud;e
removal, or rupttse from lowering lagoon liquid Ievel below g:oa^dw
table.
No=: L- moon water is allowed to overtop the dam, the mov'u'Ig was'; w= SC -CM r=T?-
-',niez to ior- :n the L'= Onut '.ems d=age stars, it Cv. C "cKmcause a la:x� d:..: :y-
oI and -Dossible dam ial:ure.

EMERGENCY ACTION PLAN
PHONE NUMBERS
_ DIVISION O WATER QUALITY (DWQ) q�-Ik tv ?i
EMERGENCY MANAG-,MNE-i SERVICES (EMS)
SOIL -AND WATER EAR COHSEFVATION DISTRICT (SWCD)
NATURAL RESOURCES CGNSc+OVATION SERVICE (NRCS) 7 n
COOPERATIVE EXTERS€ON SERVICE (CES)
This plan wiil be implemented in the event that wastes from your operation are leaking,
overflowing or running o�- site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort- to ensure that this does not happen. T his plan should be posed in an accessible
location for air employees at the tgcility. The following are some action items you should
take.
T. Stop the release of wes_s. Depending on the situation, this -may ore may not be
possible. Suggested responses to some possible problems are lined belwo.
A. Lacoon overflow -possible solutions are:
a. .add soil to berm 'o increase elevation of dam.
b. r—mp wastes :L11 rlelds at an acc8ptable rate.
C. Stoo all fi0y'Js ;C .:;e la coon ir'n1-11eriiately.
d. Call a pu;,,'cing contractor.
Make SUrE r,c su: Baca water is erj zarinC �cG4Cn.
from wasze. 2:7iplfcation field -actions include:
a. lrnimediFteiv STJL!,, waste acplicaTion.
,.. Greate a tempera y diversion to contain; was -Le.
C. lrzcorporate avast. to reduce runoff.
C. Evaivate ar.d e'.ir'i;nct� the reason(s) thE—: cause the rung .
e. Evaluate the coolication rates For the Fields where runcr-, occune^.
C. Leakace from; t;i?'Naste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further disc;,arce.
d. Repair all leaks prlcr to restarting pumps.
D. Lae CGQB prom lfiuslh s;.'ste" Zs, houses, solid secaramrs'action include:
a. Stoo recycle pu.,.^.
b. Stoo irrigation pump.
c. Make sure sionon occurs.
c. Stop all flows in the house, f lus,-i sysier-s, or solid separators.
E. Les<age from base cr srde'.vaff of lagoon. 0-1 this is seepage as opposed
t0 flowing leaks -possible action:
a. ❑ic a small sL:,7,- cr ditch from the e.mbankme.rT to catch ell
see --ace, put in a submersible pump, and pump back to lagoon.
b. if ;roles are caused by burrowing animals, trap or remove animals and fill
holes and compact wi,h a clay type soil.
C. wave a proflessic, sf evaluate the ccndi;iorz of the side walls'and lagoon
Colcrl as soon as ccsslble.
I'

2. . assess The extent of the spill and note any obvious damages.
a. Did the waste -retch any surface waters?
b. .=tipproxirnately how rr,uch was released and for what duration?
c. any carnage notes, such as employee injury, fish kills, or propertf damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. how mach reached surface waters?
3. Can -Lac-, appropriate agencies.
a. Dunnc normal business hours call your DWC regional office; Phone - -. Air
hours, emergency number: 919-733-3942. Your phone call should include: your
name, ;aciiity number, teiephone number, the details or" the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind canditions. The correc-mve measures that•have been
under taken, and the seriousness of the sitution.
b. if spill leaves proper-,/ or enters surface waters, call local EMS phone number.
c.- Inst, i.;,^.t EMS to con _=c, local Helath Department.
d. Ccrtac; Cgs, phone number - , local SWCD c; f ice phone number - -, and local
NRCS c lice for advicslt_chnical assistance phone number- .
4. 1f iiCn _ v- 'r,' a above ',"ICr(g CG.1 9 1 1 or the Sheri, i 's Depai ciTiant and=,pCai, i you
pro 'i=. -C -,hem and Esk ::1B 'Jerson to C7rTtcCt a + : ,'Proper 2gEnC eS ;Ci VCL.
5. C: n,,taC' :i �e CCntractcr of your choice to begin repair or problem to rninimfze Cii-
Size darnace.
a. Co, .--actors Name:
b. Co, i _, ors Address:
C. Coat -actors Phone:
6. Contact .`,e technical spec;aiis-t who certified the lagoon (NRCS, Cans::tnc
Encineer, _:c.)
a. Name:
b. P; Icne:
7. Impie.rnan: procedures as -advised by DWC and technical assistance agencies to
reC,iy t; �e carnage, repair tiie system, and reassess tite Waste rnanagrnenz Clan to
keep prcbiems with ra€eese of wastes from happening again.
2

INSECT CONTROL CHECKLIS i r=OR r.NtMAL OFERr~T10NS
Source Cause BMP's :o Minimize Odor Site Specific Practices
_ ILGuid Systarrtsi
Flush GL=nrs Accumulation atsaUds { }Flush system is daargned and ooarstad
sutticianCy ro remove accumulated
soilds from guitars as aasignod.
{) Ron cve bridging of ac --rnulatad saiids at
discharga
Lagoons and Pins Ctu=ad Solids {) Maintain lagoons. saMing basins and
pits where past breeeing is apparent to
minimize the erusdng of solids to a daotn
of no mare than 6-3 inches over more than
3Q A of surface.
Excessive Vegetative 0ecaving vegetation
{) Maintain vegetativa control aiong bents of
Growth
lagoons and other imoounaments to p went
aczurhulation of decaying vegetative marcer
aiang water's ec;e on imoauncment's ;errr te..
(Drr Systernsi
reegers mod Spillage
(] Cesi;n. czarace anc maintain flee: sys;e.^,s
bunkers anc .ra ^„�sl :2 rrinirniz: zhe
of dec-wing weszz;e.
(] Coon uz swiVage on a rcu-4ne basis (e.;. i iC day
interval during vurnrnar; '. S-30 day intarvai duen; wirrar),
Feed Storage Accurnuiations of feed residues
O rieauce ^cisr:: a acc,r- uia fan wit -in and unwid
immediate perir^ater of reed storage areas:y
insurinC crainage away `.torn site andlor=vicr.;,
adecuate cantainmant (a.y., covered bin for
brewer's grain anc sirrriar -ich moisture grain
procucs).
O lnscect for and remove or break ce acc_r..�lapd
soiids in Mtar strips around feed storage as needed.
Animal !-folding Ares Accumulations at animal wastes
{ ] Eiminare iow area that tr ao moisture along'aness
and feed wastate
and otner locations where waste eccumuiatesand
and disrt:rbanca by animals is minimal.
() Maintain fence rows an4 altar strios around arrr.-mi
holding areas to mirirrize accumulations of wascss
fi.e. inseect for anc terncve or break up ee ;•.—'stsd
saiids as neededl.
-.tic—November 11. 1296

Cry Manure Harsdfnng Accumulation' of animal wastes (J Remove spillage on a roudno basis (a.g. 7.10 day
Systems interval durinc surrrner, 15-30 days interval !suing
rrintar) whare manure is loaded for land appka6m
or dispose(_
(} Provide for sdegt ata drainage around manure mcipilea_
(} Irrspecr for and rumove or break up aceurrudrmd wastes
infilter sriipes aruunnd stockpiiss and nu=rs?=% r y
areas as needed_
The issues checkad ( ) pertain to ttlis operation. The Ian down ertrr[eg. � or agrees to use sound judgrnecrc in -applying
insect control measures as practical.
i cer'dfy the aforemerrrioned insect.cerr d BesrManagemenr Prac;sces have been reviewed with ne.
For mar* inforrsadcn =rases uha Cooperative Extansion Service, Department of E•^rzarnoloCl. tax 7613..Norrh Carolina S=m Unhrami•ty, Raleigh. NC
'7695-7613.
AMIC—Novambar 11, 1296

SWINE FARM WASTE MANAGEM—=N- T ODOR CONTROL CHECKUSS
L Source Cause SIMP'S ro Minimize Cdcr Site specific PiMc"ices
Farmstead Swine proouccan {) Vegocacve or wooeed buffer,;
1-1
commendad bast management
prac:cas;
{) Goad' iucgment and common sense
Animal body surfaces CirRv manure-cavarod animals r) ❑nf_Iloors
Floor surfaces War manure -covered floors () Sio^,ed floors;
{) Wacernrs located over siatred (loans;
{ } Feeders at high and of solid floors:
() Sc.aoc manure buudup from floors;
(} Uncer.•loor ventilation for drying
Manure collection pits Urine (} Frac.uent manure rarnovai by flush,pit
racharge.or scrape
Pariral micortiai dectmpositian () Uncertiocr venriiaoon
Ventilation exhaur. fans Valadie gases;
Gust
() r maintenance;
E:`ciam air movement
Indoor surfaces Gust oetween ;.Cups of animals
(} reee acditiVOS7
(} weCer ccverr;
( J Feet ceiivery downs=au: extenders to
feed*.- cover
Flush tanks Agitation of revm%ea :agaon () r r, tar.k covers
liC:.;id whiles tanks are EIRng ( end fill lines to near Sottom of
tans wit:[ anti-si=non vents
Flush alleys Agirarion curing wastawarer ) noer'ioer flush wi-n _ncer:iaar
canveyanence ventilatic n
Pit recharge points Ati-ation of racycia lagoon (J Extend recharc lines to near bottom of
licuid while pits are uurg pits wit-1 anti-si0hon very
U, ` s �tians 'radon during sc:.-a :aria Sllinq () Surno tanK covers
and drawdown /
Outside drain eallec7an
.r tC zztion during wastaweter
x covers
or junction boxes
conveyance
End of drainpipes at lago-on
Aq,-zsdan during wastewater
{ } Extenq ciscnarge point of pipes
u rtearh lagoon lit is level
Lagoon surfaces
Veiatiie gas emrssicrs - •—
(�P-coer lagoon licuid capacity
;ological mixing
(} Correct lagoon star -v proceduraa
Ag-tsuon
() lblinimurn surface area -to -volume redo
( J Minimum agitarion when pumaing
(J Nleersanicai aeraccn
(1 Pro an bioioCical acd:tives
:rrtgartan sprinkler no=ax
r'i„n pressure acksacn
gara on cry aays ttrl lire or no wind
llr]sw
'.Ynd drat[
(Vj n mum racommenaed eoereCon pressure
Purrto intaKer near lagoon licuid suraca
O Purno fro: second -stage IaQaan
=�SOC-Navembar 77, 7996

Storage tank or basin Parval microbial decsmpaStton (} Sot;orn or- ric:loval loading
surfaca "Xing while nlling (} nx covers
Agitauon witert emptying 13aain surface rrsaQ of aolids
( J Proven biological aaditives or oxidants
Sat-jinC basin sur.--ace
Paroal micodial decomposition
C� =ttend eresinpipe *wets underneath liquid
Wising while filling
level
Agitation when empry nq
(} Remove sorted s6lds regulady
Manure, siurr}r or sludge
Aatadon wham spreading
(} Soil injection of slurry/sludges
spreader outets
Volatile gas emissions
{ } Wash residual rnanure frorn spreader aftersssa
Coven biological addhives ar oxidants
Uncovered manure, slurry
Votadia gas emissions whiie drying
() Soil infection of slurry/sludges
or sludge on field surfac=
(} Soil inearporabon vvithin 48 hours
(J pread in shirr uniform layars for rapid dryin;
} Proven biologieai eddid"a or oxidants
Oead animals
Carcass decomposition
VProper disooshion of carcasses
Oaad animal disoosal Carcass decomposition {) Comaiete covering of carcasses in burial cis
,its O Proper ioeadonlccrtsttic-ian of disposal ;its
incinarators lnccrraiete comoustion (} 5ecarscary static .:tj nors
Sranaing water arcunt: hmzroper erainage () Grade and lanescspe sLc- ,hat water grains
facilities tifict_cicl deccr.;:;csi*- away'rom laeiii;:as
or;za jc mat u
,Manuro :racked onto pu:iic P_eny maintained access macs (} i-arsn access roae mamranance
roses from 'arm access
Acdidcnal Infor.maden: Aytiabfe art:
Swine Manure Maragerar r C-,'.O Rwie/S,tit? Paexat N=,'U— Cnryix.."on Center
Swine Production Farm Pot_ntiol Odor Saur_ss and 3amodies, 4$A= tact Sheet '=_aAE
Swine Production i-aciii^y Yanure Management: PitFlacharq.—Lagoon 7raatrner.t: =BAD i ='-3a V�u
Swine Production raciiiry 'Azru; a Management: Under'oor nusa—Lagoon 7ream-nent- _=3AZ ; Z9-a3 L;-S.:e
Lagoon Oesig and h4anager-er.; for Uvestoek'llanure 7reacnant and Storage: ESAE +CC-a3 NCZU-=_ _z
=aiibratien of Manure and Wastewater Application i:cuipmer E.-AC Fag-. Shoe; N r LSi:
Controlling Odors from Swing Buildings; PfH-33 %4Ca;.S.rina:x:ansian
?nvironmantal Assruranc Prog:-arr.: NPPC Manual NC?.rk Producas Assoc
Cohorts for Managing Cdc.— a r=art from the Swine Cdor Task Force NGLI Aq.1' camrriunicadom-
'Juisance Concerns in .anima) Manure Management: Odors and Fries: PROSd7, i 995 Conference Proceedings mania Cacperative J:xtansion
The issues checked { f ,:er;ain to this oper::cn. The iandownerfintegratcr agrees to use scurrd;udyment in applying
wdor canzroi rneasures as prat-ical.
certify t1le arcrerrler �cned odor ccntro( Bev. managment Prac-cices have bee�`reviewey with roe.
((.ar;cewngf Signature}
•�tCC—Vaver,.ger T i995

MORTALI i Y MANAGEMENT METHODS
(r,heck which method(s) are being implemented)
{ Burial three feet beneath the surf2ce of whe ground within 24,hours
afCer knowledge of -the death. T`ne burial be ar least 300 feet from
any flowing steam or public body of water,
{ } Rendering at a rendering plant licensed under G. S. 106-168.7
{ } Complete incineration
{ ? In the case of dead poultry only, placing in a disposal Piz a€ a site and
design approved by the Departmenr 0f Agriculzura.
( ) Any method which in she professional opinion of the State
VetSrir larian would M, ake possible the selvage of part of a dead
aria ral's value without andangering hurnan or mina! health. (Wr-tian
approval of the Stain v2twrinarian r7 us be

Z>vJQ-uZAW
State of North Carolina
Department of Environment,
Health and Natural Resources
Morehead City Field Office
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
M. Chuck Stokes
Route 1 Box 359
Ayden, North Carolina 28513
LT.WA
A&'47jr**)A
AdftMgdbftddlL IL
IDEHNR
Division of Soil & Water Conservation
April23, 1997 ;
SUBJECT: Operation Review Summaries and Corrective Action Recommendations for
Little Creek Hog Farm Facility No. 40-037
Red Hill Farm Facility No. 40-131
Sandy Ridge Farm Facility No. 40-150
Thousand & Four Farm Facility No. 40-158
Greene County
Dear Mr. Stokes:
RECEIVED
WASHINGTON OFFICE
APR1997
D. L M.
On April 10, Operation Reviews were conducted at your swine operations in Greene County. Each Review,
undertaken in accordance with G.S. 143-215.1013, is one of two visits scheduled for all registered livestock
operations during the 1997 calendar year. The Division of Water Quality will conduct a second site inspection.
During the Review, it was determined that waste was not being discharged to the waters of the State, and the
animal waste collection, treatment, storage and disposal systems of all the farms were maintained and operated
tinder the responsible charge of a certified operator. Copies of the completed review forms are enclosed for your
information. The following observances, questions, and management deficiencies were discovered and noted for
corrective action or response:
General for all farms:
1. Records lacked an Operation and Maintenance (O&M) Plan for the waste management system on -site. The
O&M Plan addresses items such as the pool area, embankments, pipe condition, vegetation maintenance, and
outside surface water control.
2. Records lacked measurements and calculated volumes for the waste structures on -site.
3. Records lacked the design survey materials which were prepared prior to construction and include:
locationlelevation of buildings, pads, ponds, ditches, roads, utilities, fence lines, discharge pipes, wells, etc.;
location of property lines, perennial streams, wetland areas, and any other borders affecting design area;
topography of facility location; surface runoff control; dimensions and elevations of existing facilities.
4. Records lacked documentation for Site Evaluation (Form NCRS NC-CPA-17) and Hazard Classification.
S. Need to begin annual soil sampling for all farms.
b. Ensure the acreage documented on the land application field maps and the Waste Utilization Plan (WUP) for
each farm is for wettable or usable acres as opposed to total acres.
7. Ensure Realistic Yield Expectation (RYES) values for each farm's WUP (see third item listed under Sandy
Ridge Farm).
As discussed during the visit, Items 2, 3, and 4 are likely housed at Murphy Family Farms (because their personnel
were involved with the design of your farms) and at the local Soil & Water District Office. Copies of this
information as well as the remaining items should be on file at the farm and readily available for review.
151-B Highway 24, Morehead City, North Carolina 28557 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer

Mr. Chuck Stokes
April 23, 1997
Page 2
Little Creels Hog Farm
• Isolated areas around dike walls and between swine houses nerd to be stabilized and vegetated.
Rod JMU Farm
• Isolated areas along the dike walls and around swine houses need to be stabilized and vegetated
• Remove tree from outside toe of western dike wall. Contact your Technical Specialist for specific removal
guidelines.
SincW Ridge Farm
• Flush pipes need to be extended frther out into lagoon pool area to prevent further erosion of inner dike wall.
Contact your Technical Specialist for specific instructions as to the repair of these areas.
• Isolated areas along dike walls and around swine houses need to stabilized and vegetated
• Remove fallen tree from dike wall.
• Currently spray irrigating waste at rates associated with actual crop yields not realistic yields (RYES) as
shown in the WUP. Thus you are currently overapplying nutrients according to your WUP. To utilize
actual yields your Technical Specialist must average the best three years of production out of the last five
years. Once yields are dwimented the WUP may be revised. Contact your Technical Specialist for this
revision. Because actual yields usually allow for more nutrient application, you may want to consider revising
each farm's WUP in this manner.
Thousand and Four Farm
• Isolated areas along dike walls and around swine houses need to be stabilized and vegetated. Minor reshaping
needed where stormwater has eroded area between swine houses.
During ensuing reviews, these same deficiencies will be re-examined to determine if corrective actions were
implemented
The Division of Soil and Water Conservation appreciates your cooperation with this Operation Review. Please do
not hesitate to call me at [phone] if you have any questions, concerns, or need additional information.
Sincerely;
Scott Jones
Environmental Specialist 11
cc: Greene Soil and Water Conservation District
�oll Pierce, DSWC Technical Services Chief
/Division of Water Quality - WARO
DSWC WARO Files

Operator:CHUCK STOKES, SITECounty: CREENE
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
Date: 10/04/94
2000.0 feet
0
sows
(farrow
to
finish)
x 1417
lbs.
— 0
lbs
0
sows
(farrow
to
feeder)
x 522
lbs. -
0
lbs
3672
head
(finishing
only)
x 135
lbs.
495720
lbs
0
sows
(farrow
to
wean)
x 433
lbs.
0
lbs
0
head
(wean to
feeder)
x 30
lbs.
— 0
lbs
Describe other
:
0
Total Average Live Weight = 495720 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 495720 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Voiume(CF)/lb. ALW = 1
CF/lb.- ALW
Volume = 495720 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside t o p length ( feet) --------------------------
575.0
Inside top width (feet)----------------------
195.0
Top of dike elevation (feet)------------------
62.5
Bottom of lagoon elevation (feet)--------------
52.5
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 3.0 569.0
189.0 9.0
AREA OF TOP
LENGTH * WIDTH =
569.0 189.0 107541 (AREA OF TOP),
AREA OF
BOTTOM
LENGTH
* WIDTH =
515.0
135.0
69525 (AREA
OF BOTTOM)
AREA OF
MIDSECTION
LENGTH
* WIDTH * 4
542.0
162.0
351216 (AREA
OF MIDSECTION * 4)
CU. FT.
_ [AREA TOP +
(4*AREA MIDSECTION)
+ AREA BOTTOM]
107541.0
351216.0
69525.0
DEPTH/6
1.5

5.. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
575.0 195.0 112125.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 112125.0 square feet
Design temporary storage period to be 180 days.
SA. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 495720 lbs. ALW/135 lbs. ALW.* 1.37 gal/day 180 days
Volume = 905515 gals. or 121058.2 cubic feet
58. 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 recirculat
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall -- 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 65406.3 cubic feet

4
50. Volume of 25 year -- 24 hour storm
Volume = 7.2 inches / 12 inches per foot w DA
Volume = 67275.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
121058
cubic
feet
5B.
0
cubic
feet
5C.
65406
cubic
feet
50.
67275
cubic
feet
TOTAL 253739 cubic feet
6. SUMMARY
Temporary storage period--=======_----======) 180 days
Rainfall in excess of evaporation=====_=====) 7.0 inches
25 year — 24 hour rainfall========= —__---_) 7.2 inches
Freeboard======--===========================) 1.0 feet
Side slopes-=_______________________________) 3.0 : 1
Inside top length==========================—) 575.0 feet
Inside top width==---=--------=----==-__--__) 195.0 feet
Top of dike elevation =====================) 62.5 feet
Bottom of lagoon elevation==================) 52.5 feet
Total required volume=-==---=_=-=== =======) 749459 cu. ft.
Actual design volume========================) 92423 cu. f
Seasonal high watertable elevation (SHWT)===) 57.0 feet
Stop pumping 58.8 feet
Must be ) or = to the SHWT elev.==========) 57.0 feet
Must be ) or = to min. req, treatment el.=) 58.5 feet
Required minimum treatment volume===========) 495720 cu. ft.
Volume at stop pumping elevation=--=========) 51.8404 cu. ft.
Start pumping 60.7 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.— 24 hr. rainfall==) 725148 cu. ft.
Volume at start pumping elevation===========) 707839 cu. ft.
Required volume to be pump,ed================> 186464 cu. ft.
Actual volume planned to he pumped==========) 189436 cu. ft.
Min. thickness of soil liner when required==) 1.5 feet
7. DESIGNED BY: ���� APPROVED BY: � -�
DATE : lb/y%��/ D A T E: ld%rq
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
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 60.7 as marked by permanent marker. Stop pump —
out when the fluid level reaches elevation 58.8 . This temporary
storage, less 25 yr— 24 hr storm, contains 186464 cubic feet or
1394754 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.
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 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 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
5 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.

w , �
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 the
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
-----_-----------------
AREA TO BE SEEDED: 5.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
330.0 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
165.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED 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 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
220.0 LBS. RYE GRASS AT A0 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
5500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
11.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
550.0 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 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.

October 19, 1994
RECEIVED
WATER QUAL17YSECTION
M9Y (,
POST OFFICE�BOX 759 • ROSE HILL, NORTH CAROLINA 28458
[phone] Nan -Disc rge Permitting
RECEIVED
WATER QUAf-� SEC11ON
MAY 2 6 1998
Non -Di barge Perri
Ms. Dede DeBruhl
District Conservationist
USDA - Soil Conservation Service
3 Professional Drive, Suite B
Snow Hill, NC 28580
Re: Chuck Stokes,Site #1 - 3672 Feeder to Fini
A r Red /7/i/I
Dear Ms. DeBruhl:
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
- Storage Calculations 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 your office.
Please contact me at [phone], ext. 592 if you have any
questions concerning this package.
0

Sincerely:
M. Kevin Weston
Engineering Technician
MKW
Enclosures
cc: File
Charles Stokes (complete package)
Faison Smith, Murphy Farms Construction Dept. (site plan only)
Dave Roland, Murphy Farms Transportation Dept. (site plan
only)

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State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
December 16, 1996
I& Chuck Stokes
Route 1 Box 359
Ayden, North Carolina 28513
Dear Mr. Stokes:
In response to our meeting on December I0, 1996, I am providing this letter as a response to several issues which were
raised during that visit. Your interest in the upcoming animal waste permitting and inspection program is genuinely
appreciated I hope that through our discussion you have achieved a better understanding of what is to be expected
come January I".
Facility Identif cation Numbers far all of the Stokes ' Farms. A search of the database maintained by
the Division of Water Quality (DWQ) for tracking animal operations revealed five farms owned and
operated by C. L. Stokes, Jr.
Facillty ]deattfladion
Number
Farm Name
Cerdfleatlon Date
40-37
Little Creek Hog Farm
Not received
40-150
Sandy Ridge Farm
4/21/95
40-131
Red Hill Farm
3/24/95
40-158
Thousand and Four (1004) Farm
7/11/96
40-67
Stokes original (Open sow Lou on NCSR
1004)
No longer in operation
A memorandum requesting the removal of farm 40-67 from the database has been sent to DWQ -
Central Office. See attached copy.
2. Flashboard Riser Information. Cahoon Farms, Inc. manufactures the flashboard risers which maybe
utilized at the end point of various agricultural drainage ways to retain stormwater flow. Cahoon
Farms is located in Arapahoe, North Carolina (Pamlico County) and may be reached at (919) 249-
1767. I believe the contact is Mr. Garland Cahoon.
Completing the Crop Yield Repon Forms. Your question regarding the Crop Yield Forms involved
whether or not a farmer would have to determine separate crop yields for multiple spray zones within
a single field of same soil type and crop type (e.g. a nine acre field of corn with three hydrants - three
acres per hydrant). After discussion with several other members of the DWQ and Soil & Water staff,
it was determined that an average crop yield from the entire field would be adequate as long as soil
type and crop type remained consistent throughout the entire field. It was further recognized that this
scenario could be either an asset or liability for the farmer due to site specific conditions.
1424 Carolina Avenue, Washington, NC 27W9 Telephone (919) 946-MI FAX [phone]
An Equal Opportunity Affirmative Action Employer 60% recycled / 10% post-consunter paper

State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Charles L. Stokes Jr.
Stokes Farm #1
Rt 1 Box 359
Ayden N C 28513
SUBJECT:
November 13, 1996
Operator In Charge Designation
Facility: Stokes Farm #1
Facility ID#: 40-131
Greene County
Dear Mr. Stokes Jr.:
RECEMM
WASHINGTON OFFICtr-
NOV 19 1996
ID.LIL
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study
Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1., 1997. The owner of each animal waste management system must submit a
designation form to the Technical Assistance and Certification Group which designates an
Operator in Charge and is countersigned by the certified operator. The enclosed form must be
submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on -going basis in many counties throughout the state for
the past several months and will continue to be offered through December 31, 1996.
Thank you for your cooperation. If you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 91gn33-0026.
Sincerely,
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
Enclosure
cc: Washington Regional Office
Water Quality Files
P,O. Box 27687, Wes*
Raleigh, North Carolina 27611-7687 Nvf An Equal Opportunity/Affirmative Action Employer
Voice 919-715-4100 50% recycled/100/. post -consumer paper

POST OFFICE BOX 759 • ROSE HILL, NORTH CAROUNA 26458
[phone]
March 1, 1995
Department of Environment, Health and Natural Resources
Division of Environmental Management
Water Quality Section, Planning Branch
PO Box 29535
Raliegh, NC 27626-0535
Attn: Mr. Steve Tedder, Chief
RE: Stokes Farm #1 - Swine Facility Certification
Greene County, NC
Dear Mr. Tedder:
Enclosed is the certification form for the above referenced swine
farm. The area required for spray irrigation of lagoon effluent
has not been sprigged. By this letter, the Owner certifies that
the area required for spray irrigation will be sprigged or planted
with the crops as called for in the Waste Utilization Plan within
180 days of hte stocking date of the farm. The lagoon effluent
will be applied with the owners reel type of irrigation equipment.
Name of Technical Specialist: M. Kevin Weston
Signature: Date.
Name of Land Owner: Charles L. Stokes, Jr.
Signature*4LDate : � ��
cc: Charles L. Stokes, Jr.
Kim Patram, Murphy Farms Construction Dept.

ANrWLL WASTE HANAGEHV_HT PLAN CERTIFICATION FOR NEW OR EXPANDED FEEDLOTS
Please return the completed form to the Division of F_nvironmental Ha,nagament at
the address on the reverse side of thin foxes►.
Name of farm (Please print): Stokes Farm #1
Address: Rt—lBox 359
AYC=r NC ZubIj _ _ _ Phone No.:(91_Q)_74fi-'3664_-
county: —_Greene
_
Farm location: Latitude and Longitude:_35°2a'QZ' /320 Q'aZ' (required) . Also,
please attach a copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.): 8Sqine.
Design capacity (number of a4imalp.) :3672 F_eederto Finis
n _
Average size oC operatio(2, ',�ptith population avg.) : _-1672 _
Average acreage needed for land application of waste (acres)e�4�; 5
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Technical Specialist certification
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAt 6F .0005, 1 certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Sail Conservation Service and/or the North
Carolina Soil and water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria:have_been verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste'utilization (or use of third party) ; access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24-hour
storm.
Name of Technical
Affiliation:__
Address (Agency):
iali#t (Please Print) M, Kevin Weston _
Phone No.
Signature:_ _/!� - _ _ _ - Date: ' Z Y'i�
7
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Owner/Hanager Agreement
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for.the farm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24--hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
Name of Land owne7? ( +lease_ Pri
SignatureJ! "�l��j�Ll�_f ;�/ Date:
Name of Manager, if different,froKi owner (Please print):
Signature: Date:
Hot_Q: A change in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transEer.
OEM USE ONLY:ACNEW#

Coun
tireene
Owner
Lharles L. IStokcs Jr
manager
I
Address
Location
Certified
Farm Name
one Number Kea nin r arm
T-746-3664
Lessee
E
Region
0 ARO 0 MRO 0 WARO 0 WSRO
0 FRO 0 RRO 0 WIRO F-T
Farm. is*locntedat-theinterseMo-n-6fNC,%R,1337 an&N U.High"y. "� WGreene'UDUnt .'"
Y
ei ................... 6 ........ entrak ... �-46-(Wweiteij�slde'.oTNUNR
apRrvxii
....................................... ............. ............
.................... I ............ .......... ...... —
Certified Operator in Charge 1uharles L. rtokes Certification # 118513
Backup Certified Operator Certification #
Comments
change of name per owner request
...............
.. Date inactivated or closed ..........
..................
....... PYT................ ........ ...
.......... AR .. I .......... I..... I
. .............. ........
0 Swine t3 Poultry t3 Cattle t3 Sheep t] Horses 13 Goats t3 None
Design Capacity
Latitude Longitude
I- --- ----------- ----------------------- I -----------------

j
.• \ P
P
a
p Request to be removed 13 Removal Confirmation Recieved
Registration Date
Certification Date -24-95
DEM Reply
Certification #
Conditional Days
Conditional F03
ion ys em
Requirements Yields
tion
e
❑
Comments ; IBasin Name: Buse
Regional DWQ Staff Date Record Exported to Permits Database