310113_HISTORICAL_20171231

NORTH CAROLINA
Department of Environmental Qual

Water Resources
ENVIRONMENTAL QUALITY
February 16, 2017
CERTIFIED MAIL 7013 1090 0000 6092 8866
RETURN RECEIPT REQUESTED
David Mathews
WS Mathews Farms Inc
235 Billy Mathews Lane
Turkey, NC 28393
Subject: NOTICE OF DEFICIENCY
NOD-2017-PC-0015
Administrative Code 15A NCAC 2T .1304
WS Mathews Farms Inc. Permit No. AWS310113
Duplin County
Dear David Mathews:
3k I13
ROY COOPER
Governor
MICHAEL S. REGAN
Secrerary
S. JAY ZIMMERMAN
dur edW
Upon review of requested irrigation records by the Staff from the Wilmington Regional Office
(WIRO), it was determined that this facility was not in compliance in regards to land applying in accordance
with Condition 11. 22. of the Swine Waste System General Permit No. AWG 100000. We wish to thank Mr.
Bowles for cooperating and sending the requested irrigation records.
As a result of this correspondence, you are hereby notified that, having been permitted to have a non -
discharge permit for the subject animal waste management system pursuant to 15A NCAC 2T .1304, you
have been found to be in violation of your Certified Animal Waste Management Plan (CAWMP) and the
Swine Waste System General Permit No. AWG100000 as follows:
Deficiency 1:
Failure in land applying accordance with Condition II. 22. of the Swine Waste System General Permit No.
AWG 100000:
Land application of waste is prohibited during precipitation events. The Permittee shall consider pending
weather conditions in making the decision to land apply waste and shall document the weather conditions
at the time of land application on forms supplied by or approved by the Division.
Land application of waste 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
including a hurricane, tropical storm, or tropical depression for the county in which the permitted facility
is located. Watches and warnings are posted on the National Weather Service's website located at:
www.weather.2ov. More detailed website information can be found on page 2 of the Certificate of
!`/'Nothing Compares---,-
State of North Carolina ; Emironmental Quality I water Resource
512N.Salisbury Street 11612Mail Service Center I Raleigh, NC2769910l2
919 807 e4t.4

Page 2 of 2
Coverage. Watch and warning information can also be obtained by calling the local National Weather
Service Office that serves the respective county, which can be found on Page 2 of the Certificate of
Coverage.
The Director may require any permittee to install, operate and maintain devices on all irrigation
pumps/equipment designed to automatically stop irrigation activities during precipitation. This decision
will be based on the facility's compliance history for irrigation events.
Staff from the Wilmington Regional Office (WIRO) received records of pumping events that this facility
was not in compliance in regards to land applying in accordance with Condition II.22. of the Swine Waste
System General Permit No. AWG 100000.
Required Corrective Action for Deficiency 1:
Please provide to our office, a description of the corrective action you will take to resolve this issue.
You are required to provide a written response to this Notice by March 31, 2017. Please include in
your response all corrective actions already taken and a schedule for completion of any corrective actions
not addressed.
You may wish to contact your County Soil & Water Conservation District Office, County Extension office,
a qualified technical specialist, and/or a professional engineer for any assistance they may be able to provide.
If you have any questions concerning this Notice, please contact me at [phone].
Sincerely,
Jim Gregson, Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDEQ
cc: WQROS CAFO Emit
Billy Houston, Duplin County Soil and Water Conservation District
Kraig Westerbeek, Murphy Brown LLC
DWQ Wilmington Animal Files31-113
G:1WQ1SharedlAN1MALSIDUPLIN12016131-113 NOD

i
March bth, 2017
Dear Mr. Gregson ,
This letter is in response to the Notice of Deficiency my farm received on
February 16th, 2017. Our farm will be implementing the following Plan of Action
to correct any, and all future deficiencies as they pertain to weather conditions.
Please see below the following corrective actions:
Upon notice of an eminent storm monitor local weather reports
o Local weather stations
_ Automatic updates to mobile device
o National Weather service
Track path of storm for storm updates
• National Weather Service issues ,a Hurricdne Warning, Tropical Storm
Warning or a Flood Watch for D`uplin County NC we will.
o Cease land application of waste
o Document via a screen print of the first known notification of
Watch/Warning status and file with Waste Management
Documents.
Sincerely,
David Matthews
WS Matthews Farm, Inc (AWS310113)
RECEIVED/MCDENR/MR
MAR 16 2017
Water Quality Regional
Operations Section '
Wilmington Regional'Office _ ` .

FORM CROP-1
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CROP YIELD RECORD
Facll" Numbe _ 3 i I - _. , , I z 3 =
Date
mm/d
Field/Pull ID
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Bale Size
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"Yield per Acre
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31141D3

Tropical Storm HERMINE
1
Fiume Mobile Site . Text Version RSS
1112117, 3:05 PM
Local Forecast Ene�ty,st or LP
NATIONAL HURRICANE ADMINISTRATION CANECENTER ...'7ve NATIONAL OCEANIC AND PR
ANALYSES & FORECASTS- DATA & TOOLS- EDUCATIONAL RESOURCES- ARCHIVES- ABOUT NHC- SEARCH-
CJo4d, - ru '1 rd hour$ ocd
0 at- r%; ncs _ "' 3 (0 hQuns at,& Tropical Storm HERMINE
ZCZC MIATCPAT4 ALL
TTAA00 KNHC DDHHMM
BULLETIN
TROPICAL STORM HERMINE ADVISORY NUMBER 16
NWS NATIONAL HURRICANE CENTER MIAMI FL AL092016
1000 AM CDT THU SEP 01 2016
...HERMINE BEADING FOR THE NORTH FLORIDA GULF COAST...
...LIFE -THREATENING SURGE AND FLOODING RAINS EXPECTED... �5Y
SUMMARY0(::1000 AM CDT. 500 UTC...INFORMATION
-------- --------------------------
___�II.00ATION... 27.4N 86.0W
ABOUT 170 MI ... 275 KM SSW OF APALACHICOLA FLORIDA
ABOUT 220 MI ... 350 KM W OF TAMPA FLORIDA
MAXIMUM SUSTAINED WINDS ... 65 MPH...100 KM/H
PRESENT MOVEMENT ... NNE OR 30 DEGREES AT 14 MPH ... 22 KM/H
MINIMUM CENTRAL PRESSURE...991 MB... 29.27 INCHES
WATCHES AND WARNINGS
CHANGES WITH THIS ADVISORY:
The Tropical Storm Warning has been extended northward for the
Atlantic coast to Surf City North Carolina. A Tropical Storm Watch
has been issued north of Surf City to Oregon Inlet North Carolina,
including Pamlico Sound. The Hurricane Watch and Tropical Storm
Warning have been discontinued west of the Walton/Bay County line.
SUMMARY OF WATCHES AND WARNINGS IN EFFECT:
A Hurricane Warning is in effect for...
* Suwannee River to Mexico Beach
A Hurricane Watch is in effect for...
* Anclote River to Suwannee River
* West of Mexico Beach to the Walton/Bay County line
A Tropical Storm Warning is in effect for...
* Anclote River to Suwannee River
* West of Mexico Beach to the Walton/Bay.County line
* Marineland to Sur` rfCiCity
A Tropical Storm Watch is in effect for...
* North of Surf City to Oregon Inlet, including Pamlico Sow
Interests elsewhere along the United States mid -Atlantic and
northeast coast should monitor the progress of this system.
For storm information specific to your area, including possible
inland watches and warnings, please monitor products issued by your
local National Weather Service forecast office.
DISCUSSION AND 48-HOUR OUTLOOK
------------------------------
http://www.nhc.noaa.gov/archive/2016/a109/aIO92016.public.016.shtml? Page 1 of 3

Tropical Storm HERMINE
1/12/17, 3:05 PM
At 1000 AM CDT (1500 UTC), the center of Tropical Storm Hermine was
located near latitude 27.4 North, longitude 86.0 West. Hermine is
moving toward the north-northeast near 14 mph (22 km/h), and this
motion with a slight increase in forward speed is expected during
the next day or so. On the forecast track, the center of Hermine
will be near the Florida coast in the hurricane warning area tonight
or early Friday.
Maximum sustained winds are near 65 mph (100 km/h) with higher
gusts. Additional strengthening is anticipated, and Hermine is
expected to be a hurricane by the time landfall occurs.
Tropical -storm -force winds extend outward up to 140 miles (220 km)
from the center.
An Air Force Hurricane Hunter aircraft recently reported a minimum
central pressure of 991 mb (29.27 inches).
HAZARDS AFFECTING LAND
----------------------
WIND: Hurricane conditions are expected to reach the coast
within the warning area beginning tonight. Winds are expected to
first reach tropical storm strength by this afternoon, making
outside preparations difficult or dangerous. Preparations to
protect life and property should be rushed to completion. Tropical
storm conditions are expected to begin within the warning area along
the Atlantic coast on Friday, and spread northward through Friday
evening. Tropical storm conditions are possible in the tropical
storm watch area by Friday night and Saturday.
STORM SURGE: The combination of a dangerous storm surge and the
tide will cause normally dry areas near the coast to be flooded by
rising waters moving inland from the shoreline. There is a danger
of life --threatening inundation within the next 12 to 24 hours along
the Gulf coast of Florida from Aripeka to Indian Pass. For a
depiction of areas at risk, please see the Prototype National
Weather Service Storm Surge Watch/Warning Graphic. Persons located
within these areas should take all necessary actions to protect life
and property from rising water. Promptly follow any instructions,
including evacuation orders, from local officials.
The water could reach the following heights above ground if the
peak surge occurs at the time of high tide...
Dentin to Indian Pass...l to 3 feet
Indian Pass to Ochlockonee River ... 4 to 7 feet
Ochlockonee River to Keaton Beach ... 5 to 8 feet
Keaton Beach to Chassahowitzka ... 4 to 7 feet
Chassahowitzka to Aripeka ... 2 to 4 feet
Aripeka to Bonita Beach... including Tampa Bay ... I to 3 feet
Florida -Georgia line to Cape Fear...l to 3 feet
The Prototype National Weather Service Storm Surge Watch/Warning
Graphic is a depiction of areas that would qualify for inclusion
under a storm surge watch or warning currently under development by
the National Weather Service and planned for operational use in
2017. This prototype graphic is available at
www.hurricanes.gov/graphics_at4.shtml?wsurge
RAINFALL: Hermine is expected to produce storm total rainfall
accumulations of 5 to 10 inches over portions of northwest da
and southern Gepraia t a wf posse a isolated maximum
amo s of 20 inches. On Friday and Saturday, Hermine is expected
to produce totals of 4�: o 8-inches with isolated maximum amounts of
10 inches possible across portions of eastern Georgia, South
Carolina, and eastern North Carolina through Saturday. These rains
may cause life- neatening -flash flooding.
TORNADOES: A few tornadoes are possible this afternoon into Friday
morning over north Florida and southeast Georgia. The tornado risk
will continue across the eastern Carolinas from Friday morning into
Friday night.
http://www.nhc.noaa.gov/archive/2016/alO9lalO92016.public.016.shtmi? Page 2 of 3

Tropical Storm HERMINE
1/12/17, 3:05 PM
NEXT ADVISORY
-------------
Next intermediate advisory at 100 PM CDT.
Next complete advisory at 400 PM CDT.
Forecaster Pasch
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6

STATE OF NORTH CAROLINA
Department of Environmental Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
t PILE ACCESS RECORD
SECTION Y'V
rFIDATE 1 DO
IM
NAME
REPRESENTING 61MA
Guidelines for Access: The staff of Wilmington Regional Office is dedicated to making public records in our
custody readily available to the public for review and copying. We also have the responsibility to the public to
safeguard these records and to carry out our day-to-day program obligations. Please read carefully the following
guidelines signing the form:
2.
3.
4.
1. Due to the large public demand for file access, we request that you call at least a day in advance to
schedule an appointment to review the files. Appointments will be scheduled between 9:00am and
3:0, 0gm. Viewing time ends at 4:45pm. Anyone arriving without an appointment may_ view the
files to the extent that time and staff supervision is available.
2. You must specify files you want to review by facility name. The number of files that you may review
at one time will be limited to five.
3. You may make copies of a file when the copier is not in use by the staff and if time permits. Cost per
copy is .OS cents for copies. Payment may be made by check, money orders or cash at the
reception desk. Conies totaline $5.00 or more can also be invoiced for your convenience.
4. FILES MUST BE KEPT IN ORDER YOU FOUND THEM. Files may not be taken from the
office. To remove, alter, deface, mutilate, or destroy material in one of these files is a misdemeanor
for which you can be fined up to $500.00. No briefcases, large totes, etc. are permitted in the file
review area. ---
5.. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and collected for
checks on which payment has been refused.
FACILITY NAME
� Lo o
'3 -1(3
/1. Ah-'I
,Signature and Name of FirmBusiness Date Time In
Please attach a business card to this form
COPIES MADE PAID INVOICE
COUNTY
Time Out

Water Resources
Environmental Quality
May 8, 2017
CERTIFIED MAIL 7013 2630 0002 0760 9244
RETURN RECEIPT REQUESTED
W. S. Mathews Farms Inc.
W. S. Mathews Farms
235 Billy Mathews Ln
Turkey, NC 28393
Subject: NOTICE OF DEFICIENCY
NOD-2017-PC-0168
Administrative Code 15A NCAC 2T .1304
W. S. Mathews Farms 31-113, Permit No. AWS310113
Duplin County
Dear W. S. Mathews Farms Inc.:
ROY COOPER
Governor
MICHAEL S. REGAN
5ecreiary
S. JAY ZIMMERMAN
Director
Upon review of Plan of Action records by staff from the Wilmington Regional Office (W1RO) of the
Division of Water Resources (DWR), it was determined that this facility was not in compliance in regards
to maintaining the waste level in lagoon/storage pond to not exceed the maximum level specified in the
facility's CAWMP. We wish to thank you for your cooperation and sending these records.
As a result of this incident, you are hereby notified that, having been permitted to have a non -discharge
permit for the subject animal waste management system pursuant to 15A NCAC 2T .1304, you have been
found to be in violation of your Certified Animal Waste Management Plan (CAWMP) and the Swine Waste
System General Permit No. AWG100000 as follows:
Deficiency 1:
Failure in maintaining the waste level in lagoon/storage pond to not exceed the maximum level specified
in the facility's CAWMP. At a minimum, maximum waste level for lagoons/storage ponds must not exceed
the level that provides adequate storage to contain the 25-year, 24-hour storm event plus an additional one
(1) foot of structural freeboard except that there shall be no violation of this condition if: (a) there is a storm
event more severe than a 25-year, 24-hour event, (b) the Permittee is in compliance with its CAWMP, and
there is at least one (1) foot of structural freeboard, in accordance with Condition V. 2. of the Swine Waste
• System General Permit No. AWGi00000.
-5 �`Notliing Compares: _
State of North Carolina I Environmental Quality I Water Resources
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
910-796-7386

Page 2 of 2
On April 26, 2017, the staff from the Wilmington Regional Office (WIRO) received notification of the
William Edward Brock lagoon being out of compliance with the freeboard levels specified in the facility's
CAWMP. Lagoon 1 freeboard was at Sixteen (16) inches.
The lagoons designed freeboard is nineteen and a half (19.5) inches for lagoon 1.
Required Corrective Action for Deficiency 1;
Please provide to our office, a description of the corrective action you will take to resolve this issue.
You are required to provide a written response to this Notice by June 7, 2017. Please include in your
response all. corrective actions already taken and a schedule for completion of any corrective actions not
addressed.
You may wish to contact your County Soil & Water Conservation District Office, County Extension office,
a qualified technical specialist, and/or a professional engineer for any assistance they may be able to
provide.
If you have any questions concerning this Notice, please contact me at [phone].
cc:
Sincerely,
Jim G n, Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDEQ
WQROS CAFO Unit
Billy Houston, Duplin County Soil and Water Conservation District
Kraig Westerbeek, Murphy Brown LLC
DWQ Wilmington Animal Files 31-113 _
G:1WQLSharedlANIMALSIDUPLE,3U017131-113NOD
Dostial Service,,.,
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(Domestic Mail Only; No Insurance Coverage Provided)
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tc1-S: Ala i%W S �n------------------------------•------------
O Slrser, ,�pt:1vo.; .
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aR------------------------
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v/f< !1� 2S'393

NC Water Resources Environmental Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
W. S. Matthews Farms, Inc.
235 Billy Matthews Lane
Turkey, NC 28393
May 15, 2017
Subject: NOD-2017-PC-0168
Dear Jim Gregson,
The deficiency of failing to maintain the waste level in the WS Matthews Farm - ( #1
Lagoon); (it is referenced as the William Edward Brock Lagoon in the NOD, this is
the wrong farm) was due to a 9 inch rain event that was not anticipated, due to it
being a slow moving Low not a hurricane or nor'easter.
Corrective action for this event has resulted in evaluating our current procedures.
This process determined that a-8,K slow moving storm not just hurricanes or
nor'easters should be closely watched and the necessary steps need to be taken to
ensure lagoon levels are maintained.
Sincerely,
David Mattthews
Owner/Operator

ebSol
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:
Facility Name:
31-113 County: Duplin
WS Matthews
Certified Operator Name: Kyle Sutton Operator Number:
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Name/ID:
Spillway(Y or N):
Level(inches):
Lagoon Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
#1
N
16
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are '
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWO prior to transfer of waste to a site
not covered -in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates fro depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste:
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Greer Moore for:
David Matthews
Facility Owner/Manager (print)
Phone: [phone]
David Matthew Date
Facility Owner/Manager (signature)
1� (Z6 ((7 5k-h
4/26/2017
r..tl• 0 ft ()* I 1 7

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): 31-113
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 1 16.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard I 19.0 inches
c. line b - line a (inches in red zone) = 3.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 73,500 fe
e. line 02 x line d x 7.48 gallonslft3 137445 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 121532 ft3
h. current herd # 650 certified herd #1 4,896
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 2/28/2017
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)
16135 ft3
Oft3
36031 ft3
65033 gallons
1.26 Ibs11000 gal.
255.1 lbs. PAN
PoA (30 Day) 2/21100

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: 31-113
line m =
255.1 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 = 255.1 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lblacre)
t TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window
F'4
Corn
14.09
130.00
1831.7
2115-6/30
F1
Corn
15.19
86.00
1306.3
2/15-6/30
'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) = 3138.0 lb. PAN
IV. FACILITY"S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 255.1 Ib. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section III) = 3138.0 lb. PAN
y. Overall PAN balance (w - x) _ -2883 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN based
on new information. If new fields are to be included as an option for lowering lagoon level, add these fields to the
PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to another permitted
facility, provide information regarding the herd population and lagoon freeboard levels at the receiving facility.
Farm received 6.5" of rain, 4123-4125.
PoA (30 Day) 2/21100

Powell, David C
From: [e-mail]
Sent: Wednesday, April 26, 2017 6:36 PM
To: Powell, David C
Subject: 31-113, 31-328 (PoA's)
Attachments: WSM_Farm1_31_328_30dayPoA.xls; WSM_Farm2_31_113_30day_PoA.xls
Hi David, hope you are doing well? I've attached PoA's for WS Matthews Farms (Duplin Co.). F
Please give me a call if you have any questions.
Thank you!
Greer
385-6456

Powell, David C
From: [e-mail]
Sent: Sunday, April 30, 2017 11:58 PM
To: Powell, David C
Subject: 31-113, 31-328
Hi David, Just wanted to send you an update on WS Matthews Farms, 31-113 lagoon level is 22", and 31-328 is currently
21".
Thank you,
Greer Moore

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-113 County: Duplin
Facility Name: WS Matthews Farms, Inc.
Certified Operator Name: Kyle Sutton Operator Number: Kyle Sutton
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID:
Spillway(Y or N): Big
Level(inches): �17
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached_ Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
"Attach a complete schedule with corresponding animal units and dates fro depopulation
"if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: Irrigation began 3/08115
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.
reer oore for:
WS Matthews Farms, Inc. Phone:
Facility Owner/Manager (print)
David Matthews Date:
Facility Owner/Manager (signature)
910-990-3922
3/8/2015

L9
II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: WSM (Big Lagoon)
line m =
158.0 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= 158.0lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
L TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
1 1
BP 1
4.36
235.00
1024.6
March - April
2
BP
2.11
235.00
495.9
March - April
3
BP
2.05
235.00
481.8
March -April
4
BP
3.52
235.00
827.2
March - April
5
BP
3.15
235.00
740.3
March - April
6
BP
5.09
235.00
11962
March -April__
7
BP
1.11
235.00
260.9
March - April
8
BP
3.65
235.00
857.8
March - April
9
BP
3.20
235.00
752.0
March - April
10
BP
1.86
235.00
437.1
March -April
11
BP
1.38
235.00
324.3
March - April
12
Com
4.28
106.00
453.7
2/15-6130
13
Com
4.72
106.00
500.3
2/15-6130
14
Com
5.09
106.00
539.5
2115-6130
subfield
Com
6.32
106.00
669.9
2/15-6/30
subfield
Com
5.08
106.00
538.5
2/15-6130
subfield
Com
2.84
106.00
301.0
2/15-6/30
subfield
Corn
4.64
106.00
491.8
2/15-6130
subfield
Corn
5.43
106.00
575.E
2/15-6130
6.73
106.00
713.4
2115-6130
'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) = 12181.6 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 158.0 lb. PAN

Line y must show as a deficit. If line y does not show as a deficit, list course of action mere 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
NARRATIVE:
Producer is well under stocked on this facility due to hogs selling out Producer has been irrigating since as of
3/09/15, and is continuing to irrigate as weather allows. Also, as noted producer is just starting on Bermuda PAN
rate, so farm has plenty of PAN available to get lagoon lowered.

31-03
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
PAN TO BE LAND APPLIED PER WASTE STRUCTURE
Structure Name/Identifier (ID): WSM (Bi La oon)
Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 2.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 178500 ft2
e, line c112 x line d x 7.48 gallonslft' 222530 gallons
Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 1$0 days
g. volume of waste produced according to structural design 41236 ft3
h. current herd # 1800 certified herd # 4896
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
Total PAN to be land applied during draw down period
I. current waste analysis dated 2/1/2015
m. ((lines e + k)11000) x line I =
ECTION I FOR EACH WASTE STRUCTURE ON SITE,
he next Structure tab shown below)
15160 ft'
0 ft3
32696 ft3
59661 gallons
0:56 Ibs11000 gal.
158.0 lbs. PAN

't
Ourphy-Brown, LLC 4/8/2008 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): David M }' /
Farm Name: Facili 31-113 W t 1)Q0
County: Du lin
Farm Capacity-.
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder 0
Feeder to Finish 4896
Storage Structure: Anaerobic Lagoon APR 0 6 Z009
Storage period: >180 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate fitter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AAA OUNT OF WASTE PRODUCED PER YEAR ( gallons, ft', tons, etc.): -
Capacity Type Waste Produced perAnimal Total
Farrow to -Wean
3212 gal/yr
gaVyr
Farrow to Feeder
4015 gaVyr
gauyr
Farrow to Finish
10585 gallyr
gaVyr
Wean to Feeder
223 gaVyr
gavyr
4896
Feeder to Finish
986 gallyr
4,827,456 gaVyr
Total 4,827,456 gallyr
AMOUNT OF PLANT -AVAILABLE NITROGEN PRODUCED PER YEAR (ibs):
Capac' Type Nit en Produced p2rAnimal Total
Farrow to Wean
5.4 lbs/yr
Ibs/yr
Farrow to Feeder
6.5 Ibslyr
Ibs/yr
Farrow to Finish
26 ibslyr
Ibslyr
Wean to Feeder
0.48 Ibslyr
Ibs/yr
4896
Feeder to Finish
2.3 lbs/yr
11,261 ibs/yr
Total 11,261 I bslyr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 76.61
Total N Required 1st Year. 20930.128
Total N Required 2nd Year: 20481.616
Average Annual Nitrogen Requirement of Crops. 20,705.87
Total Nitrogen Produced by Farm: 11,260.80
Nitrogen Balance for Crops: (9,445.07)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 8

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs NIAc Lbs N Total Ibs N
Acreage Type Code Apply Yield lb% NlUnit Residual lAc Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs NIAc Lbs N Total ibs N
Code Apply Yield Ibs NlUnit Residual /Ac Utilized
Total
Lbs NlAc
Total ibs N
Utilized
916
1
4.36
AuB
S
Mar. -Se I.
4.7
50
0
235
1024.6
K
Sep, -April
1
50
0
50
218
285
1242.6
916
2
2.11
AuB
B
mar. -Sept.
43
50
0
235
495.05
K
Se .-A 0t
1
50
0
50
105.5
285
601.35
916
3
2,05
AuB
B
Mar. -Sept.
4.7
50
0
235
481.75
K
$e .-A hl
1
50
0
50
102.5
285
584.25
916
4
3.52
AuS
B
Mar. -Sept
47
50
0
235
8272
K
Se ,-A nl
1
50
0
50
176
285
1003.2
916
5
3.15
AuB
B
Mar. -Se t.
47
50
0
235
740.25
K
Se .-A Hi
1
50
0
50
157.5
285
897.75
916
8
5.09
AuB
B
Mar. Sept.
4.7
50
0
235
1196.15
1 K
Se .-A ril
1
50
0
50
254.5
285
1450.65
916
7
1.11
AuB
B
Mar. -Sept.
4.7
50
0
235
260.85
K
Se ,-A 61
1
50
0
50
55.5
285
316,35
916
8
3.65
AuB
B
Mar. -Sept,
4.7
50
0
235
857.75
K
Se .-A Tit
1
50
0
50
182.5
285
1040,25
916
9
3.2
MB
B
Mar. -Se t.
4.7
50
0
235
752
K
Sep. -April
1
50
0
50
160
285
912
916
10
1.86
AuB
B
Mar, -Sept.
4.7
50
0
235
4371
K
Se .-A dl
1
50
0
50
93
285
530.1
916
it
1.38
AuB
B
Mar.S t,
4.7
50
0
235
324,3
K
Se ..April
1
50
0
50
69
285
393.3
915
12
4.28
FoA
0
Feb15•June
120.0
1.14
15
121.8
521.304
N
Sep, -AM
55
2.09
0
114.95
491.986
236,75
1013,29
916
13
4.72
FoA
D
Feb15-June
120,0
1,14
15
121.8
$74.896
N
Sep. -hl
55
2.09
0
114.95
542,564
236.75
1117.46
916
14
5.09
FoA
D
Feb15-June
120.0 1
1.14
15
121.8 1
619,962
N
Se .-A ril
55
2.09
0
114.95
585.0955
236.75
1205.058
916
subfieldi
6.32
AuB
B
I Mar. -Sea
4.7
1 50
0
235
1485.2
K
Se ,-A rll
1
50
0
50
316
285
1801.2
916
subtleld2
5.08
AuB
B
I Mar. -Sept,
4.7
50
0
235
1193.8
K
Sep. -April
1
50
0
50
254
285
1447.8
916
subfleld3
2.84
AuB
B J
Mar. -Sept.
4.7
50
0
235
667.4
K
Sep, -April
1
50
0
50
142
285
809.4
915
subfleld4
4.64
FoA
D
Feb15-June
1200,
1.14
15
121.8
565.152
N
Se ,-A rit
55
2.09
0
114.95
533.368
236.75
1098.52
915
5
5.43
WoA
B
Mar. -Sept.
4.7
50
0
235
1276.05
K
Se .- ril
1
50
0
50
2715
285
1547,55
915
6
6.73
1 WoA
B
Mar, -Sept,
4.7
50
0
235
1581,55
K
I Se -,A rii
1
50
0
50
336.5
285
1918.05
Totals: 76.61 15883.11 5047,01.4 20930.13
3(a) of 8

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to ist Crop 1st Crop Lbs NlAc Lbs N TOUT Ibs N
Acreage Type Code Apply Yield Ibs N1Unit Residual /Ac UtIlized
2nd Crop Time to 2nd Crop 2nd Crop Los NIAc Lbs N Total lbs N
Code Apply Yield Ibs N1Unit Residual !Ac Utilized
Total
Lbs N1Ac
Total lbs N
Utilized
916
1
4.38
AuB
B
Mni-sept.
5.5
50
0
275
1199
K
Se -A dl
1
50
0
50
216
325
1417
916
2
2.11
AuB
B
Mar, -Sept.
5.5
50
0
275
580.25
K
S .-A til
1
50
0
50
105.5
325
685.75
916
3
2.05
AuS
B
Mar. -Se it,
5,5
50
0
275
563.75
K
Sep. -April
1
50
0
50
102.5
325
666.25
916
4
3.52
AuB
B
Mar, -Sept.
5.5
50
0
275
968
K
Se .-A dl
1
50
0
50
176
325
1144
916
5
3,15
AUB
B
Mar.-Sepd.-
5.5
50
0
275
866.25
K
Se .-A ril
1
50
0
50
157,5
325
1023.75
916
6
5.09
AuS
B
Mar. -Set
5.5
50
0
275
1399.75
K
Se .-A ril
1
50
0
50
254.5
325
1654.26
916
1 7
1.11
AuB
B
Mar. -Sept
5.5
50
0
275
305.25
K
Sep. -April
1
50
0
50
55.5
325
360.75
916
8
3.65
AUB
B
I Mar. -Sept.
5.5
50
0
275
1003.75
K
S .-A ii
1
50
0
50
162.5
325
1186,25
916
9
3.2
AUG
b I
Mar. -Sept.
5.5
50
0
275
880
K
Sep. -April
1
50
0
50
160
325
1040
916
10
1.86
AuS
R
Mar. -Get
5.5
50
0
275
511.5
K
Se -April
1
50
0
50
93
325
604.5
916
11
1.38
Aug
B
Mar. -Sept.
5.5
50
0
275
379.5
K
Sep. -April
1
5o
0
50
69
325
448.5
916
12
4.28
FoA
0
June -Sept.
34.0
3,91
15
117,94
504.7832
0
0
0
0
0
117.94
504,7832
918
13
4.72
FoA
0
Jurle•S .
34.0
3.91
15
117,94
556.6768
0
0
0
0
0
117.94
556.6768
916
14
5.09
FoA
O
June -Sept.
34.0
3.91
15
117.94
600,3146
0
0
0
0
0
117.94
600.3146
916
sublieldl
5.32
Au8
B
Mar.-S t.
5 5
50
0
275
1738
K
SE .-A rll
1
50
0
50
316
325
2054
916
sut30eld2
5.08
AuS
B
Mar. -Sept.
5.5
50
0
275
1397
K
S .-A dl
1
50
0
50
254
325
1651
916
subfleM3
2.84
AuB
B
Mar. -Se t
5.5
50
0
275
781
K
Se dl
1
50
0
50
142
325
923
915
subfleld4
4.64
FoA
O
June -Se t.
34,0
3.91
0
132.94
616,8416
0
0
0
D
0
132.94
616.8416
915
5
5.43
WoA
B
Mar. -Sept.
4.5
50
0
225
1221.75
K
S .-A ril
1
50
0
50
271.5
275
1493.25
915
6
8.73
WoA
t3
Mar, -Sept.
4.5
50
0
225
1514.25
K
5 .- rii
1
50
0
50
336.5
275
1B50.75
Totals: 76.61 17587,02 2994 20481.62
3(b) of 8

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i_e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, andlor silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
Apri! or May). Shading may result if small grain gets too high and this will definateiy interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
Th. ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or out to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
Lbs N utilized 1 unit yield
A
Barley
1.6 lbs N / bushel
B
Hybrid Bermudagrass - Grazed
50 lbs N / ton
C
Hybrid Bermudagrass - Hay
50 lbs N / ton
D
Corn - Grain
1.25 lbs N / bushel
E
Corn - Silage
12 lbs N 1 ton
F
Cotton
0.12 lbs N 1 lbs lint
G
Fescue - Grazed
50 lbs N I ton
H
Fescue- Hay
50 lbs N 1 ton
I
Oats
1.3 lbs N / bushel
J
Rye
2.4 lbs N / bushel
K
Small Grain - Grazed
50 lbs N / acre
L
Small Grain - Hay
50 lbs N / acre
M
Grain Sorghum
2.5 lbs N / cwt
N
Wheat
2.4 Ibs N 1 bushel
O
Soybean
4.0 lbs N / bushel
P
Pine Trees
40 lbs N / acre / yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of6

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/ rlanimal Farm Totall r
Farrow to Wean 0.84
Farrow to Feeder 1
r Farrow to Finish 4.1
0 Wean to Feeder 0.072 0
4896 Feeder to Finish 0.36 1762.56
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 1762.56 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 8812.0 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 29 acreas of land. if you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 70.5024 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal_
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop_
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months_ In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 8

Application Rate Guide
The following is provided as a guide
for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
crop_
in/hr
' inches
916
1
AuB�
B
0.6
1
916
2
AuS
B
0.6
1
916
3
AuB
B
0.6
1
916
4
AuB
B
0.6
1
916
5
AuB
B
0.6
1
916
6
AuB
B
0.6
1
916
7
AuB
B
0.6
1
916
8
AuB
B
0.6
1
916
9
AuB
b
0.6
1
916
10
AuB
B
0.6
1
916
11
AuB
B
0.6
1
916
12
FoA
O
0.5
1
916
13
FoA
O
0.5
1
916
14
FoA
O
0.5
1
916
subfieldl
AuB
B
0.6
1
916
subfreld2
AuB
B
0.6
1
916
subfield3
AuB
B
0.6
1
915
subfield4
FoA
D
0.5
1
915
5
WoA
B
0.4
1
915
6
WoA
B
0.4
1
6 of 8

Additional Comments:
Bermuda land should be cut for hay.
Subfields 1,2,3, and 4, and fields 5, 6, and 7, will be receive applications _
via a draghoselaerway system.
7 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Facility 31-113
Owner: David Matthews
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
1/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
acscrding to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the focal Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner:
David Matthews
Signature:l(,rn�
Date
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist:
Kraig Westerbeek
Affiliation:
Murphy -Brown, LLC.
Address:
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone:
[phone]
Signature:
Date

NCDEN�
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
May 14, 2009
W S Matthews Farms, Inc.
W S Matthews Farms
Attn: David Matthews
235 Billy Matthews Ln
Turkey, NC 28393
Subject: Additional Information Request
Application No. IWWS310113
W S Matthews Farms
Duplin County
Dear David Matthews:
Dee Freeman
Secretary
The Animal Feeding Operations Unit of Division of Water Quality's Aquifer Protection Section has
completed a preliminary review of your renewal permit application package. Additional information is
required before we may continue our review. Please address the following items within 30 (thirty) days
of receipt of this letter:
Waste Utilization Plan (WUP):
With your renewal application, you submitted a WUP dated April 8, 2008. This replaces the WUP dated
February 2, 2007. There are several issues with the recent WUP that need to be addressed:
1. Plant -Available Nitrogen (PAN) Application Rates:
The WUP dated April 8, 2008 uses PAN rates for Grazed Hybrid Bermuda and Wheat that are
inappropriate, and do not meet the definition of agronomic rates. The, appropriate PAN rates for each soil
type and county may be found at the NC State University website below:
httn:l/www.soil.ncsu.edu/programs/nmp//vields/
It appears that the WUP uses the rate for Hybrid Bermuda Hay, rather than Grazed Hybrid Bermuda.
Please meet with your technical specialist to develop a corrected WUP, and submit it to the Division.
2. Signature:
The submitted WUP has not been signed by anyone with W S Matthews Farms,"eFvYft1m
corrected WUP and submit it to the Division.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterguala.org Location: 2728 Capital Boulevard
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Raleigh, NC 27604 Fax I: [phone]
Fax 2: [phone]
Customer Service: [phone]

3. Field Maps:
The WUPs submitted on February 2, 2007 and April 8, 2008 use the same tract numbers, but different
field numbers, and different acreages. Please submit updated maps of the field with the corrected WUP.
Please be aware that you are responsible for meeting all requirements set forth in North Carolina rules and
regulations. Any oversights that occurred in the review of the subject application package are still the
responsibility of the applicant. In addition, any omissions made in responding to the above items shall
result in future requests for additional information.
Please reference the subject application number when providing the requested information. All revised
and/or additional documentation shall be signed, sealed and dated, with two (2) copies submitted to my
attention at the address below. Please note that failure to provide this additional information on or before
the above requested date may result in your application being returned as incomplete.
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 regarding this letter, please feel free to contact me at [phone].
Sincerely,
Keith Larick
Animal Feeding Operations Unit
cc: Wilmington Regional Office, Aquifer Protection Section
Duplin County Soil and Water Conservation District
Murphy -Brown, LLC
APS Files- AWS310113

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007 r„�CEIVED
W S Matthews Farms Inc
W S Matthews Farms JUN 2 6 2007
235 Billy Matthews Ln
Turkey, NC 28393
Subject: Certificate of Coverage No. AWS310113
W S Matthews Farms
Animal Waste Management System
Duplin County
Dear W S Matthews Farms Inc:
In accordance with your application received on 16-Feb-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to W S Matthews Farms Inc, 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 W S Matthews Farms, located in Duplin County, with an animal capacity of no
greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 4896 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 ffi.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please pay
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwateruualitv.vre Location: 2728 Capital Boulevard
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Fax 2: [phone]
Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.: • {
Per 15A NCAC 02T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910-395-3900. If you need additional information concerning
this COC or the General Permit, please contact -the Animal Feeding Operations Unit staff at (919) 733=
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Duplin County Soil and Water Conservation District
Wilmington Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AW S310113

Michael F, Easley, Governor
William G, Ross Jr-, Secretary
North Carolina Department of Environment and Natural Resources
April 21, 2006
CERTIFIED MAIL 7005-0390-0001-3199-9048
RETURN RECEIPT REQUESTED
Edwin J. Blanchard
306 Charlie Frederick Road
Warsaw, NC 28398
Re: Request for Information
Sludge Survey Report
South Branch Farm
NCA231113
Duplin County
Dear Edwin J. Blanchard:
Alan W. Klimek, P.E. Director
Division of Water Quality
Your Animal Waste Management General NPDES Permit contains a condition
that addresses the sludge survey requirement for the lagoon(s) at your animal
feeding operation.
Your NPDES Permit Number NCA2311 13 Condition I1I.16, on page 10 states:
"All facilities, which are issued a COC to operate under this permit, shall conduct
a survey of the sludge accumulation in all lagoons within one (1) year of receiving
the COC and every year thereafter. This survey shall include but not be limited to
a sketch showing the depth of sludge in the various locations within each lagoon.
This survey shall be submitted as part of the facility's annual report in the year it
was conducted..."
Our records indicate that the Division has not received the sludge survey results
for the year 2005 from your facility and your facility had not previously exempted
based on prior surveys. The form was due March 1, 2006. To avoid possible
enforcement action for a violation of your permit, please submit the results within
thirty (30) days of receipt of this letter to the following address:
Miressa D. Garoma
Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
Aquifer Protection Section 1636 Mail Service Center
Internet: wvvw.ncwaterauality.ara Location: 2728 Capital Boulevard
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U.S. Posta
-� CERTfFIED MAILTM RECEIPT �- - -
Er
Ir
jr
ri
r=1 Carded Fee
ul
(bomestlC Mai! Only; No Insurance Coverage Provldedj
For delivery information visit our website at www.usps.com�
r
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Total Postage & Few ep
M--------------
�S Farm 380p, June 20t12 See Reverse tar Instructipns

Edwin J. Blanchard
}� Page 2
412 t /2006
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 910-796-7215.
Yours Very Truly,
Charles F. Stehman, PH.D, P.G.
Environmental Regional Supervisor 11
cc: Paul Sherman
WIRO File

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITII
Facility Number:
Facility Name
31-113
South Branch
Certified Operator Name
Edwin Blanchard
County:
Operator Number: 18002
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: La9 1 Lag 2
Spillway(Y or N): N N
Level(inches): 9.5 16
2. Check all applicable items
X 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.
Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates fro depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 07/15/2003
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.
Edwin Blanchard
Phone: [phone]
Facility Owner/Manager (print)
Date: 07/17/2003
FacilityOwner/Mar (signature)

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: Lag 1
line m =
1513.0 [b PAN
2.
Structure ID: Lag 2
line m =
236.4 Ib 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 = 1749.3 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
Q. crop
r. acres
s. remaining IRR
2 PAN balance
(lblacre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
T916
pull 1
Bermuda H
1.34
218.60
292.9
March - Sept
T916
pull 2
Bermuda H
3.79
195.20
739.8
March - Sept
T916
pull 3
Bermuda H
2.27
141.80
321.9
March - Sept
T916
pull 4
Bermuda H
2.42
150.00
363.0
March - Sept
T916
pull 5
Bermuda H
2.85
275.00
783.8
March - Sept
'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) = 2501.4 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
PoA (30 Day) 2/21/00

w. Total PAN to be land applied (line n from section II) = 1749.3 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 2501.4 lb. PAN
y. Overall PAN balance (w - x) _ -752 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facility.
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed. New waste analysis was sent 7/17/03.
PoA (30 Day) 2121/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Namelidentifier (113): 11-ag 1
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 12.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 7.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 76500 ft2
e. line c/12 x line d x 7.48 gallons/W 333795 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 1210581 ft3
h, current herd # 3672 certified herd # 3672
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 03/18/2003
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
121058 ft'
0 ft3
44625 ft3
206551 gallons
2.80 Ibs/1000 gal.
1513.0 lbs. PAN
PoA (30 Day) 2/21/00

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): I Lag 2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 16.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 3.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 56050 ft2
e. line c112 x line d x 7.48 gallons/ft' 104814 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 1 days
g. volume of waste produced according to structural design 41236 ft'
h. current herd # 1 1224 certified herd #1 1224
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 1 03/18/2003
m. ((lines e + k)/1000) x fine I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
41236 ft'
01 ft3
32696 ft3
92169 gallons
1.20 Ibs/1000 gal.
236.4 Ibs, PAN
PoA (30 Day) 2/21/00

11. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: Lag 1
line I =
153638 gallons
2. structure ID:
line I =
gallons
3. structure ID:
line I =
gallons
4. structure ID:
line I =
gallons
5. structure ID:
line I =
gallons
6. structure ID:
line I =
gallons
n. lines 1 + 2 + 3 + 4 + 5 + 6 =
o. linen 127154
153638 gallons
5.66 acre -inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD"'
'While this section deals with hydraulic loading capacities, applications cannot exceed
agronomic rate for receiving crop according to its certified waste plan.
2Fields with no remaining PAN balance, no receiving crop, and/or completely saturated are
not considered available to receive waste.
p. tract #
q. field #
r. soil type
s. crop
t. acres
u, remaining
IRR-2 PAN
balance
(lb/acre)
v. maximum
application rate
(inlhr)
w. maximum
application
amount (inches)
T916
pull6
Bermuda H
2.53
175.4
0.5
1
T916
pull7
Bermuda H
3.03
92
0.5
1
T916
pull8
Bermuda H
1.77
189.6
0.5
1
x. total acres available during 5 day draw down (sum of column t) = 7.33 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA (5 Day) 2/21/00

Y. line o = 0.77 inches per acre to be applied within 5 days
line x
If unable to land apply hydraulic load listed in line y, list course of action here including pump
and haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options,
recalculate new hydraulic load based on new information.
860 depoped 7/3103 leaving total capacity on farm at 1620
Plan to land apply hydraulic load:
escribe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
eguuipment mar clown in tiela; "tratticablllty" across sous; will sous ausort) application wltnout runoff, etc.
Water is standing in fields. Fields should be dry enough to irrigate within 3 days
ate and amount of last rainfall event?
DATE: 1 07/02/03
3. Dates of last waste application event per field:
6/28/03
AMOUNT: 3 - 6 inches
iven optimum soil and weather conditions, is irrigation equipment capable of applying the volume in
line "n" at appropriate seasonal i.e. winter application rates within 5 days?
5. Irrigation schedule for next 5 days - include daily schedule; proposed application rates and amounts
rigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to
meet proposea cnan es in appiication
Tor conslaeratlon.
PoA (5 Day) 2121/00

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
EDwirr BLANCHARD
306 CHARLIE FREDERICK ROAD
WARSAW NC 28398
Dear Edwin Blanchard:
RAA
��•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
August 15, 2001
Subject: Notice of Violation and Revocation for Nonpayment
South Branch Farm
Permit Number: AWS310113
Duplin County
In accordance with North Carolina General Statute 143-215.1 OG, all animal operations who receive an animal
waste management system permit will be charged in each year of the term an annual permit fee. Annual permit fees are
billed following the issuance of the permit and then annually thereafter on the anniversary of that date. Your animal waste
management system pernvt was issued on 4/2811997.
Your annual permit fee for the period of 4/28/2001 - 4/27/2002 is $150.00. Your payment was due 6/6/2001.
Because this fee was not fully paid within 30 days after being billed, this letter initiates action to revoke the subject permit,
pursuant to 15 NCAC 2H .0205 (c) (4). and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, the subject permit is hereby revoked unless the required Annual
Animal Waste Management System Permit fee for your animal operation is received within that time. Operation of an
animal waste management system without a valid permit is a violation of North Carolina General Statute 143-215.1 and is
subject to the assessment of a civil penalty of up to $10,000 per day. Your payment should be sent to:
N.C. Department of Environment and Natural Resources
Division of Water Quality
Budget Office
1617 Mail Service Center
Raleigh, North Carolina 27699-1617.
If you have any questions, please contact Fran McPherson at [phone] ext. 210.
cc: Non -Discharge Branch Compliance/Enforcement Unit
Wilmington Regional Office
Duplin County Health Department
Permit File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
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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
Edwin Blanchard
South Branch Farm
306 Charlie Frederick Rd
Warsaw NC 28398
Dear Edwin Blanchard:
ILT9�'A
AM
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 31-113
Duplin County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. IRRI, 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: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Edwin Blanchard
South Branch Farm
306 Charlie Frederick Rd
Warsaw NC 28398
Dear Edwin Blanchard:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANo NATURAL RESOURGEs
December 8, 1999
Subject: Conditional Approval
Animal Waste Management System
Facility Number 31-113
Duplin County
Our records indicate that your facility was conditionally certified in order to fulfill the requirements of
completion of your Certified Animal Waste Management Plan Certification. This letter is to inform you of your
unresolved conditional approval status. Any facility receiving a conditional approval must notify Division of Water
Quality (DWQ) in writing within 15 days after the date that the work needed to resolve the conditional certification
has been completed. Any failure io notify DWQ as required, subjects the owner to an enforcement action. As of
December 7, 1999, we have no record of any information from you, advising us of the status of your conditional
approval. Therefore, please fill out the attached form and have your technical specialist and landowner sign the form
in the appropriate areas.
The completed form must be submitted to this office on or before 45 days of receipt of this letter. Please be
advised that nothing in this letter should be taken as removing from you the responsibility or liability for failure to
provide DWQ with proper notification of your conditional certification status or possible failure to comply with the
requirement to develop and implement a certified animal waste management plan by December 31, 1997.
If you have any questions regarding this letter, please do not hesitate to contact me at [phone]
extension 571.
Sincerely,
U
Sonya L. Avant
Environmental Engineer
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
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State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality .
November 30, 1999
Mr. Edwin Blanchard
306 Charlie Frederick Road
Warsaw, NC 28398
NCDENR
NORTH CAROuNA DEPARTMENT OF
ENVIRONMENT AND NATURAL REsouRCEs
Subject: Routine Inspection Form
South Branch and Possum Branch Farms
Facility Number: 31-113/31-328
Duplin County
Dear Mr. Blanchard:
Please find enclosed copies of the routine inspection forms for the South Branch and
Possum Branch Farms conducted on November 23, 1999. I .was unable to leave a copy on site at
the time of the inspection. If you have any questions, please contact me at [phone].
Sincerely,
511-- __/1 - /1' 1 -
Brian L. Wrenn
Environmental Specialist
SJ W¢S 1 BRL4AW tMISC131-204. LET
127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper
I

3 0 k. c" 7rG / .
IA-2 v -/1.e, ;�Y32y
RECEIVED
JUL 3 ! 1998

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
July 13, 1998
Certified_Mail # Z 312 646 155
Return Receiat ftuested
Mr. Edwin Blanchard
South Branch Farm
306 Charlie Frederick Road
Warsaw, NC 28398
1 • •
NCDENR
NORTH CAROUNA DEPARTMENT of
ENVIRONMENT AND NATURAL RESOURCES
Subject: SECOND NOTICE OF DEFICIENCY
South Branch Farm
Facility Number: 31-113
Duplin County
Dear Mr. Blanchard:
On July 9, 1998, staff from the Wilmington Regional Office of the Division of Water
Quality inspected your animal operation and the lagoon(s) serving this operation. It was observed
that fescue is planted in a spray field designated by the Certified Animal Waste Management Plan
(CAWMP) for Bermuda. 'In addition, it was observed that the proper setbacks had not been
maintained during waste application. A prior Notice of Deficiency was issued on August 11,
1997, based on an August 7, 1997 inspection by DWQ staff. At this time, it was observed that
waste had been applied to fields not listed in your CAWMP.
Failure to follow your plan is a violation of your Certified Animal Waste Management
Plan, and subsequent violations may result in a Notice of Violation and include a civil penalty.
The appropriate crops should be planted to comply with the CAWMP. An interim plan may be
implemented to provide summer and winter cover crops to utilize the waste produced by the
operation until the bermuda can be planted. The appropriate setback from field ditches should be
maintained when applying waste, as required by NRCS standards. In addition, the erosion areas
on inner and outer dike walls of lagoon #1 should be filled with a suitable clay material,
compacted and re -seeded with an appropriate cover. Trees and woody vegetation on the outer dike
wall of lagoon #1 should be removed. All bare areas on the dike wall of lagoon #2 should be
revegetated. Topsoil or a mulch material should be used to dress the bare areas and to improve
growth. Efforts to improve the bermuda crop should be continued. We suggest that you contact
your service company, local NRCS or Soil and Water District office for any assistance they may
be able to provide to correct the situation.
127 North Cardinal Dr., Wilmington, North Carolina 28405 'telephone [phone] FAX [phone]
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Z 312 646 155
Lop
us Postal Service
Receipt for cer[riiea mail
w Insurance Coverage Provided.
f)o not use for International Mail S e reverse
Sent
state, &
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Fee
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Patum10
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Mr. Edwin Blanchard
July 13, 1998
Page 2.
To remain a deemed permitted facility, you must notify this office in writing within seven
(7) days of the receipt of this notice, what actions will be taken to comply with your waste
management plan. Failure to do so may result in the facility losing it's deemed permitted status,
requiring it to obtain an individual non discharge permit.
Please be aware it is a violation of North Carolina General Statutes to discharge wastewater
to the surface waters of the State without a permit. The Department of Environment, Health and
Natural Resources has the authority to levy a civil penalty of not more than $10,000 per day per
violation.
When the required corrective actions are complete, you must notify this office in writing
at the address below. If you have any questions concerning this matter, please call David
Holsinger or Brian Wrenn at 910-395-3900.
Sincerely,
1:34;— � A L)n, — —.
Brian L. Wrenn
Environmental Specialist
cc: Harold Jones, County Soil and Water Conservation
Sandra Weitzel, NC Division of Soil and Water Conservation
Dr. Garth Boyd, Murphy Family Farms
Operations Branch
Wilmington Files
S.-IWQSIBRUAT IDEF981DURUN131-113-2.DEF

State of North Carolina R
Department of Environment
and Natural Resources
Division of Water Quality BY.
James B. Hunt, Jr., Govemor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Edwin Blanchard
South Branch Farm
306 Charlie Frederick Rd
Warsaw NC 28398
Dear Edwin Blanchard:
EC — VED
JtJL 0 2 1998 0
NCDENR
NORTH CAF2ouNA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 26, 1998
Subject: Reissuance of Certificate of Coverage
No.AWS310113
South Branch Farm
Swine Waste Collection, Treatment, Storage and
Application System
Duplin County
The Division of Water Quality modified the Swine Waste Operation General Permit originally issued to
this facility on April 28, 1997. In accordance with the issuance of the revised General Permit, we are
forwarding this Certificate of Coverage (COC) to Edwin Blanchard, 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 South Branch Farm, located in Duplin County,
with an animal capacity of no greater than 4896 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, and shall hereby void
COC No AWS310113 dated April 28, 1997. The COC shall hereby incorporate by reference any
specific conditions of the previous COC issued to this facility. The purpose of this COC is to allow
coverage under the revised General Permit. Please review the revised General Permit (enclosed) and pay
particular attention to Condition 1I.10 regarding tree removal from lagoon embankments, Condition 131.1
regarding inspection frequency of the waste treatment, storage and collection system and Condition 1II.6
regarding notification requirements for system failures, spills and emergencies. 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.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
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Certificate of Coverage AWS310113
South Branch Farm `{ �------
Page 2
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. If you need additional information concerning this
COC or the General Permit, please contact Sue Homewood at [phone] ext. 502.
Sincerely,
for A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilmington Regional Office, Water Quality Section
Duplin County Soil and Water Conservation District
Permit File

State of North Carolina
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
October 17, 1997
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Edwin Blanchard
306 Charlie Frederick Rd
Warsaw NC 28398
LM A
17
C)EHNR
Subject: - South Branch Farm
COC No_ AWS310113
Duplin County
Dear Edwin Blanchard:
The subject facility was issued a Certificate of Coverage (COC) on 4/28/97 authorizing the
operation of the animal waste collection, treatment, storage, and land application system in accordance
with General Permit No. AWG 100000. On Aug. 27, 1997 Governor Hunt signed into law the Clean
Water Responsibility Act. The Clean Water Responsibility Act included several changes to the Swine.
Farm Siting Act (Siting Act) including the requirement that all set back: distances be met for any swine
lagoon or swine house for which construction commences on or after the effective date of the Clean Water..:
Responsibility Act (Aug. 27, 1997). Before the Siting Act was amended, it required the set back distances'
be met at the time the swine house or lagoon was sited. The change in siting requirements may apply to your farm since construction may not have commenced by the effective - date of the Clean Water
Responsibility Act.
Your farm was permitted prior to the effective date of the Clean Water Responsibility Act; -
therefore, you meet one of the exceptions to the moratorium. However, the farm must be re-evaluated
and, if necessary, re -designed to meet the new requirements.of the Siting Act to remain covered under the
General Permit. Within 15 days of the date of this letter, you are requested to submit, notification to the
Division of Water Quality whether the farm was under construction on or before Aug. 27, 1997.
If the farm was not under construction on or before Aug. 27, 1997, then a revised Certified Animal
Waste Management Plan must be submitted to reflect the new siting requirements. Construction not in
compliance with the Siting Act is a violation of State Statutes and the General Permit.
If you have any questions or comments concerning this matter, please contact me at (919) 733-
5083 extension 540.
Sincerely,
if
Kim H.-Co)son, `E ; Scup�rvtsor
Non -discharge Permitting Unit
cc: Wilmington Regional Office, Water Quality Section
Permit File
P.D. Box 29535, Raleigh, [North Carolina 27526-0535 Telephone [phone] FAX [phone]
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State of North Carolina
Department of Environment, RECE�VET]
Health and Natural Resources ' APR 3 0 �997
Division of Water Quality
James B. Hunt, Jr., Governor
BY:
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
April28, 1997
Edwin Blanchard
South Branch Farm
306 Charlie Frederick Rd
Warsaw, NC 28398
LTI.MMAI
0
D 1H N F=.
Subject: Certificate of Coverage No. AWS310113
South Branch Farm
Swine Waste Collection, Treatment, Storage
and Application System
Duplin County
Dear Edwin Blanchard:
In accordance with your application received on April 14, 1997, we are forwarding this Certificate
of Coverage (COC) to Farm No. 31-113, authorizing the operation of an animal waste collection,
treatment, storage and land application system in accordance with the State's General Permit (attached).
This approval shall consist of the operation of this system including, but not limited to, the management of
animal waste from the South Branch Farm Farm with an animal capacity of no greater than 4896 Feeder to
Finish and the application to 35.2 acres of land. The facility shall be located in Duplin County with no
discharge of wastes to the surface waters.
The COC shall be effective from the date of issuance until December 31, 2001. 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 Certified Animal Waste Management Plan
(CAWMP), and this COC. 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 irumber
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.
In accordance with General Statue 143-215.1OC, Animal Waste Management Plans shal,Linclude
the following components:
A checklist of odor sources and best management practices to minimize these sources.
- A checklist of insect sources and best management practices to minimize these sources.
- Provisions set forth for acceptable methods of disposing of mortalities.
Provisions regarding emergency action plans.
Your Certified Animal Waste Management Plan must include the above elements. Documentation
of the certification must be available to inspectors onsite.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
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-Please be advised that any violation of the terms�ai d conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of this COC:
Upon notification by the Division cif this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by* the -Divi'sion.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water Quality
Staff may be reached at [phone]. 1f you need additional information concerning this COC or the
General. Permit, please contact Mike Lewandowski at [phone] ext. 362.
Sincerely,
'A. Preston H Pwaurd.LJr.-. P.E.
cc: (Certificate of Coverage only for all ce's)
Duplin County Health Department
V ,d ington:Regional Office, :a' ter_Qaality-Section
Duplin County Soil and Water Conservation District
Facilities Assessment Unit
Central Files

Grower: EDWIN BLANCHARD (SOUTH BRANCH) Designed By: JWR
Address: 306 CHARLIE FREDERICK ROAD Checked By: JNT
WARSAW, NC Date: 02/11/97
Countv: DUPLIN Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: --------------------
0
Finishing: --------------------
1224 Hd.
Farrow to wean ling: ------=------------
0
Farrow to feeder: -------------------
0
Farrow to finish: ---------------------
0
Boars: ---------------------
0
Storage Period: ----------------------
180 Days
c5,Yr. / 24 Hr Storm Event ------------
7.6 In.
Heavy Rain° Factor - - - -- - - - - - - - -f- - - - - -
7.5 In.
(Rainfall in Excess of Evaporation - - - - - - - - - - - - - - - - - -_
7.0 In.
Additional Water Usage: -------------------
0
Additional Drainage Area: --------------- --- ---
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) - - - - - - -- -- -N
Does Operator Want Emergency Spillway? (Y/N) - - - -- - - -- - -Y
Is This Design for an Existing Farm?
(Y/N) - - - - - - -- - -N
Is Drain Tile Req'd to Lower SHWT?
REQUIREDIIIIIII Y
Seasonal High Water Table Elev:
- -- - - -- - - - - - - - - - - - - - -
106.70 Ft.
(Freeboard:
- - - - - - -- -- -- - --- -- - -- -
1.0 Ft.
CEmergency Spillway Flow Depth:
- — — — — — — — — — — — — — t-= `.;
0.3 Ft.
Top of Storm / Spillway Buffer:
Not Applicable
0
Side Slopes:
---------------------
3 :1 (H:V)
Inside Top Length:
---------------------
295.0 Ft.
Inside Top Width:
--------------------
190.0 Ft.
Top of Dike Elevation:
--------------------
108.70 Ft.
Finished Bottom Elevation:
- - - - - -- -- - - - - - - - - - - - -
97.30 Ft.
Start Pump Elevation:
--------------------
.105.90 Ft.
Stop Pump Elevation:
- - - - - - - - - - - - - - - - - -
103,60 Ft.
LAGOON VOLUME .REQUIREDVOL.
Storm Stor =
Temporary =
Permanent =
Total Volume =
70063 (Cu. Ft.)
100441 (Cu.Ft.)
208550 (Cu . Ft. )
(Cu.
DESIGN VOLUMES % REQ'D.
75,590 (Cu.Ft.) 107.89%
103,636 (Cu.Ft.) 103.18%
218,395 (Cu. Ft.) 105.73%
u.Ft.) 105.45%
Min.'Required Liner Thickness ---------------------
Lagoon Surface Area: (Inside TOD) -- - - - - - - - - - - - - -- - - - - -
Family Farms Englneerhg P.O. Box 70, Rose H111 NC 2MM
1.5 Ft.
56,050 S.F.
[phone]

am
Grower: ED N ARD (SOUTH H) Designs y: J R
Address: 306 CHARLIE FREDERICK ROAD Checked By: JNT
WARSAW, NC Date: 02/11/97
Countv: DUPLIN Sheet 2 of 7
ACTUAL DESIGN
VOLUME CALCULATIONS
LAGOON STAGE --AREA VOLUMES
Contour
Elevation (FTC
-
Area (SF)
Incr. Vol. (Cu. FT)
Cumul. Vol1Cu. FTj
-
97.30
27,555
98.00
29,035
19,806
19,806
99.00
31,210
30,122
49,929
100.00
33,458
32,334
82,263
101.00
35,777
34,618
116,880
102.00
38,169
36,973
153,854
103.00
40,633
39,401
193,254
104.00
43,168
41,900
235,155
105.00
45,776
44,472
279,627
106.00 .
48,455
47,116
326,743
107.00
51,207
49,831
376,574
108.00
54,031
52,619
429,193
108.70
56,050
38,528
467,721
f-i
END PUMP = = = = > 103.60 FT 218,395 CF TR`MT 218,395 105.73%
START PUMP = = = > 105.90 FT 322,031 CF TEMP 103,636 103.18%
MAX STORAGE = = > 107.40 FT 397 621 CF STORM 75,590 107.89%
Murphy Famlly Farms Englneerhg P.O. Box 759, Rose Hill NC 28458 [phone]

Grower EDWIN BLAv4CFRR-D70UTHDesigns y: JWR
Address: 306 CHARLIE FREDERICK ROAD Checked By: JNT
WARSAW, NC Date: 02/11 /97
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity * ALW * cu.ft. Ib = Total
NUrsery
0
30
1.00
0
Finishing
224
135
1.00
165,240
Farrow to weanling
0
[!1
433
0.67
0
Farrow to feeder
0
522
0.67
0
Farrow to finish
0
1,4171
1.00
0
Boars
01
4001
0.50
0
-i otai Hequireo i reatment volume (cu. tt.)= i tm,24o
Sludge rage Volume:
Animal Type Capacity ALW * cu. b = Tota
Nursery
0
30
0.25
0
Finishing
1224
135
0.25
41,310
Farrow to weanling
0
433
0.17
0
Farrow to feeder
0
E
522
0.17
0
Farrow to finish
0
1,417
0.25
0
Boars
0
400
0.125
0
i otai Hequirea Swage storage volume (cu. ft.) = 41,310
Temporary Storage Volume:
Manure Production:
Animale ac to. er o s a= Totall
Nursery
Finishing
1,224
180
1.40
308,448
Farrow to weanling
0
180
4.30
0
Farrow to feeder
0
180
4.50
0
Farrow to finish
0
180
13.50
0
Boars
0
180
4001
0
Total Manure Production(gals.)= 308,448
Total Manure Production (cu.ft.)= 41,236
Excess Fresh Water:
Animal a C@pacity* to. erio s Hd. da = Total
Nursery
0
180
0.20
0
Finishing
1,224
180
0.90
198,288
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
01
1801
9.501
0
Boars
of
1801
2.701
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
Mumhv Fam1Ar Farms Enalnaarka P 0_ Box M. Rose 14111 NC 284M
198,288
26,509
1910) 289--2111

Address: 306 CHARLIE FREDERICK ROAD Checked By JNT
WARSAW, NC Date: 02/11 /97
Countv: DUPLIN Sheet 4 of 7
Temporary Storage Volume: Cont.
Rainfall in Excess of Evaporation:
Vol._ (Lagoon Surface Area + Additional Drainage Area) * Rainfall / 121n./ft
Vol. = (56050 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 32,696
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm (in) / 121n./ft.
Vol. _ (56050 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./fit.
Total Required Volume for 25Yr. —241-1r. Storm Event (cu.ft)= 35,031
"Heavy Rain" Storage:
Vol. = (Lagoon Surf. Area + Addt' I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol._ (56050 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain' (cu.ft.) 35,031
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy RaInj 70,063 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 100,441 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 206,550 (CU.FT)
TOTAL REQUIRED VOLUME = 377054 (CU.FT.)
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910) 289-21 r 1

Address: 306 CHARLIE FREDERICK ROAD
WARSAW, NC
LAGOON DESIGN SUMMARY
Checked By: JNT
Date: 02/11 /97
Top of Dike Elevation ----------------------
Emergency Spillway Crest Elevation - - - - - - - - - - - - - - - - - - -
Top of 25 yr/24 hr Storm Storage ---------------------
Top of °Heavy Rain" Storage -------------------
Start Pump Elevation --------------------
End Pump Elevation -------------------
Top of Sludge Storage -------------------
Seasonal High Watertable Elev. -------------------
Finished Bottom Elevation - - - - - - -- - - - - - - - - - - - -
Inside Top Length --------------------
Inside Top Width --------------------
Side Slopes -----------_--------_--
Lagoon Surface Area --------------------
Min. Liner Thickness (if required) ---------------------
Freeboard Depth -------------------
Temporary Storage Period - - - - -- -- - - - - - -- - - - -- -
Zone Depths:
108-70 FT.
107.40 FT.
107.40 FT.
106.61 FT.
105.90 FT.
103.60 FT.
98.71 .FT.
106.70 FT.
97.30 FT,
295.00 FT.
190.00 FT.
3:1 H:V
56,050 SF
1.5 FT.
1.00 FT.
180 Days
TOTAL DESIGN VOLUME = 397621 (CU.FT.)
Treatment / Sludge Storage Zone Depth - - -- - - - - - - - 6.3 FT.
Temporary Storage Zone Depth - -- - - --- - - - - - - 2.3 FT.
Freeboard / Storm Storage Zone Depth - - - - - - - - - --- 2.8 FT.
Total Lagoon Depth - - - - -- --- - - - - - 11.4 FT.
Mamhv Family Farms Enalneerirra P.O. Sax 759. Rose
284M /9101 289-2f 1 f

Grower. EDWIN BLANCHARD (SOUTH BRANCH) Designed By. JWR
Address: 306 CHARLIE FREDERICK ROAD Checked By: JNT
WARSAW, NC Date: 02111 /97
ZONE. ELEVATIONS
TOP OF DIKE ELEV = 108.70 _
/ 1 TOP OF STORM ELEV = 107.40 1 1
! 1 1 1
1 TOP OF HEAVY RAIN ELEV = 106.61 1
1 1
STRT PMP E L = 105.90 1 TOP OF TEMP STORAGE ELEV = 105.90 J
1 /
END PMP EL = 103.60 1 TOP OF TREAT ELEV = 103.60 1 SHWT = 106.70
Murphy
1 /
1 /
1 TOP OF SLUDGE ELEV = 98.71 1
1 _ 1
FINISHED BOTTOM ELEV = 97.30
P.O.
(910) 289-2f11

Address: 306 CHARLIE FREDERICK ROAD
WARSAW, NC
C
Checked By: JNT
Date: 02/11 /97
7ot7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE, STANDARD 359— WASTE TREATMENT
LAGOON, revised iri September, 1996.
Emergency Spillway:
An Emergency Spillway has been designed per the owners request.
SHWT:
Subsurface drain the will be installed adjacent to the lagoon as shown on the site
drawing. The the is being Installed to keep the seasonal high water table adjacent
to the lagoon at or below the stop pump elevation.
NOTE: See attached Waste Utilizatio.RJU1an111JJ,,,'
�` N CARo�
oF�ssr0;7
DESIGNED: = aQ 3Ai_
DATE: 3 r
COMMENTS: 11111000
Murphy Family Farms
759,
11

-- --go. _V .. o v - v..-..1 %---,.. Ml-a . .I YMY. M.-Mv Y I. Y1i.I
ADDRESS: 306 CHARLIE FREDERICK ROAD CHECKED BY: JNT
WARSAW, NC DATE: 02/11/97
COUNTY: DUPLIN SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthTill shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 Inches In thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material Is observed to consolidate to the point that
settlement Is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shalt be installed using the more Impervious materials from
the required excavations. Construction of fill heights shall Include 5 percent for settlement.
Dikes over 15 feet in height with an Impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept, of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
as the difference In elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.5 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
MurphyFamlty Farms Englneemg P.O. Box759, Rose Hilt NC 2"M (sro) 289-2111

ADDRESS: 306 CHARLIE FREDERICK ROAD
WARSAW, NC
-WWI4
CHECKED BY: JNT
DATE: 02/11 /97
SHEET 2 OF 3
When areas of unsuitable material are encountered, they will be overexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be backfilled as specified to grade with a material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL. CONSIDERATIONS.
Soil liner material shall come from an approved borrow area. The minimum moisture
content of the liner material shall be optimum moisture content which relates to that
moisture content when the soil is kneaded In the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to Insure proper moisture
content during placement of the liner. The moisture content of the liner material shall not
be less than optimum moisture content during placement. The maximum moisture
content relates to the soil material being too wet for efficient use of hauling equipment and
proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and
compacted to at least 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) of the liner material. - When smooth or hard, the previous lift shall be scarified
and moistened as needed before placement of the next Ilft:
The single most important factor affecting the overall compacted permeability of a clay
liner, other than the type of clay used for the liner, is the efficient construction processing
of the compacted liner. The sequence of equipment In an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment.
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10-3 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-scm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the In —situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is Increased.
To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the Inner side slopes and bottom shall be rolled thoroughly prior to testing.
Mumhv Familv Farms Fnalnearkia P.O_ Box759. Rose Hlll NC 28458
[phone]

\MI 1. "r ..to, M/M1. .11.. %___0....... u 1. .1 v....v. v.s��v v.• ��..
ADDRESS: 306 CHARUE FREDERICK ROAD CHECKED BY: JNT
WARSAW, NC DATE: 02(11/97
COUNTY- DUPLIN SHEET 3 OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant. When these are
specified, additional construction specifications are Included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings, The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specificatons. Topsoil, If available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation Is out of season dates for seeding. Permanent vegetation should
be established as soon as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain the lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backflll and compaction, Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When the drains are encountered, the the will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The the trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety, and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Murphy Family Fauns EngineeMg P.O. Box 759, Rose Hill NO 28458 - [phone]

m

SUnited States ,,,prt
Department of Conservation
Apncultwe Service
0
OPERATOR:
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that you,
your contractor, and Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand what is expected so that final construction meets plans and
specification and the job can be certified for payment (if cost -sharing
is involved).
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment lagoon.
The actual amount of material required for pads and -dam may vary from the
estimates. The design will attempt to balance cuts and fills as close as
possible. If additional material is required after construction is complete
on the lagoon, the contractor and owner will negotiate on the price and
location of borrow area.
NOTE: Design Requirement: u.f t. - �( -
Z"w .�i�7.-� cu.yds.
Estimate of Excavation: ,, &grr cu.ft. - (� cu.yds.
Estimate of Pad 5 Dike: rl� ;J; rr_ct tuft. s IS 69`? , cu.yds.
1 : o Ratio.
Job Class
Date
Designed By ,3.trr�1
Name
Design Approval
Name
z q' -V
Date
i
The SCA canssrvatron sorv+<s
} O t7 Art aprncy or tn•
O*Qarrm*nt of Agmuirtgo
r

Operator:Edwin Blanchard County: Duplin Date: 07/a3/91
Distance to neare8t residence (other than owner) : 1400.0 feet
1. S'TFADY STATE LIVE WEIGHT
0
s3owss
(farrow to finish)
x
141.7
lbs. -
0
lbs
0
vows
( farrow to feeder)
x
522
lbs. =
0
lbe.
3672
head
(finishing only)
x
135
lbs. =
496720
lbs''
0
sows
( farrow to wean)
x
433
lbs.
U
lbs
0
head
(wean to feeder)
x
30
lbs. =
0
lbs
TOTAL STEADY STATE
GIVE
WEIGHT (SS6W)
=
495720
lba
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume: = 495720 lbs. SSLW x 'Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= I CC/lb. SSLW
Volume = 495720 cubic feet
3. STORAGE VOLUME: FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. 'TOTAL DESIGN VOLUME
Inside trip length 425.0 feast ; Inside trap width 180.0 feet
Top of dike at, elevation 40.5 feet
Weboard 4001feet ; Side: slopes 2.5 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 39.5 feet
Bottom of lagoon elevation 26.5 feet
Seasonal high dater table elevation 33.0 feet
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE:2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 420.0 175.0 13.0
AREA OF 'TON
LENGTH * WIDTH =
420.0 175.0
AREA OF BOTTOM
LENGTH * WIDTH =
355.0 110.0
73500.0 (AREA OF TOP)
39050.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
387.6 142.5 220875.0 (ARIA OF MIDSECTION * 4)
CU . FT. : [AREA TOP + (4*AREA NIDSrCTim + AREA BoTTON 1 DEPTH/6
73500.0 220875.0 39050.0 2.2
VOAUMF OF LAGOON AT TOTAL DESIGN L1OUID LEVEL = 722.421 CU. FT'/

li . 'rit.14PORARY snRAGF Plj(1[II RE-il
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width
425.0 1€ 0.0 76500.0 square feet
Buildingj�t (roof and lot tinter)
L,engt.h * Width
(I . it 0.0 0.0 6qu ;tr c, feet
TOTAL DA 76500.0 891.1are feet'
Design temporary s for cage period to be 1.80 daYr3 .
;'iA. Volume of waste produced
Approximate daily production of manure in V /LB B."IbW (1.001.36
Volume = 495720 Liss. SSt,W * C% of Waste/Lb./Day 180 daw;
Volume := 121058 CUbic foot
5B. Volume of wash water
Thi.r� .1-; the. 41mount of frO,8)t crater for washing floors or volume
of frosh cap►tut• used for a flush system. f lugh systeaia that recirculate
the lagoon water are acc�sun tee for in 5A.
Volume = 0.0 gzillours/day 180 days :3torage/7.48 galiong
per CF
Vcrlr.1me, = 0.0 nuble.. fe,F.t
rat,`. Volume of r.,.rS.t-tfall_ in c;xaea,3 of evapovat lon
URe period of time when x r.►-Infal.L 1vf:tporat i.on by laege st amotint;.
18o days excess; rai.nfal.I. _ 7,0 Inches
vol.uffie = 7.0 in * DA / 1.2 ixwhes per foot
Volume = 44625.0 c:ubi.e feet

5D. Volmme of 25 year 24 hour storm
Volume = 7.5 inches / 1.2 Inches per foot .k DA
Vo 1. me = 4781.2. 6 cubin n feet,
'1'OTAK 131?QUTHED TEMPORARY STORAc: R
5A. 121058 cublo fret
5B, 9 Cubic feat:
5C . 44625 cubic feet
50. 4731.3 cubic feel,
TOTAf, 21349S otabic foot
G . SUMMARY
Total ro.quix•ed volurio 70g215 ouble feet`'
`1'ot.a 1. deaign volume avail, 722421 cubic fe
Ni.n. req. treatment volume plus sludge acQumu.tal::i.on 495720 cubic feet
At elev. 36.5 foot ; Veyi_ume is 51 083 cubic feet (eud pumping)
Total design vol."we les a 25yr-7.4hr storm is 674608 cubic feet.
At elev. 38.8 fart; ; Volume in 671697 cubic feet ( start Pumping)
Soarozxal high water table elevation 33,0 .feet
7 . DES.€aNED HY : ( �/- a,�T APPROVED BY: hem,�J C�
DATE: r) --,2 G - q I DATE:
NOTE: SKE ATTACHED WA.-,'i'E UTILIZATION PLAN

OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment Frith minimum odor
control. The time required .for the planned fluid level to be
reached may vary due to soil cyondi.tions,f.luohing operations, and
the amount: of fresh water added to the system.
Land application of waste dater is recognized as an acceptable
method of di8poaai, Methods of application include solid aet,
center pivot, guns, and traveling gun irrigation. Garr should be-
taken when applying waste to prevent runoff from the field or damage
to crops.
The following items are to be carried out:
i . 7t is strongly recommended that they treatment lagoon be pre -
charged to 1/2 its capacity to prevent excres8ive 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.
2. They attached waste utilization plan shall be followed. Thin
plan recommends; sampling and testing of waste (see Attachment Q
before land application.
3. Begin pump --out of the lagoon when fluid level reaches eleva.-
tion 38.8 as marked by permanent markers. Stop p"mU--out when
the fluid level reaches elevation 36.5 or before .fluid depth is
less than 6 feet sleep (thi6 prevents the lass of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.4
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as noeded
to maintain a vigorous stand.
6. Repair any eroded areao or areas damaged by rodent8 and
establish in vegetation.
7. All surface .runoff is to be diverted .from the lagoon to stable
outlets.
8. The Clean Water Act of 1977 Prohibit* the discharge of
pollutants into watery of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

��`.' : 7
. �� �
• i� ��
f

Revised April 20, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number V - 113--- Operation is flagged for a wettable
Farm Name: acre determination due to failure of
On -Site Representative: �,J�.,;� . [�I Part A eligibility item(s) F1 F2 F3 F4
lnspectorlReviewer's Name: v�
Date of site visit: 11
Date of most recent WUP:
Annual farm PAN deficit: _�_ pounds
I/ Operation not required to secure WA
determination at this time based on
exemption E1 6 E3 E4
Operation pended for wettable acre
determination based on P1 P2 P3
Irrigation System(s) - circle -#: f. hard -hose traveler, 2. center -pivot system; 3. linear -move system;
4. stationary sprinkler system wlpermanent pipe; 5. stationary sprinkler system wlport2ble pipe;
B. stationary gun system wlpermanent pipe; 7. stationary gun system wlportable pipe
PART I. WA Determination Exemptions (Eligibility failure, Part Il, overrides Par I exemption_)
E1 Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an I or PE.
_ZE2 Adequate D, and D�D3 irrigation operating parameter sheets, including map
depicting wettable acres, is complete and sinned by an I or PE. v
E3 Adequate D, irrigation operating parameter sheet, including map depicting
wettable acres, is complete and stoned by a WUP.
E4 75% rule exemption as verified in Part Ill. (NOTE:75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part II. Compete eligibility
checklist, Part II - F1 F2 F3, before completing computational table in Par 111).
PART 11.75% Rule.Eliaibility Checklist and Documentation of WA Determination
Requirements. WA Determination required .because operation fails one of the eligibility
requirements listed below:
_F1 Lack ofPacreagewhichTesultedin:over.ppiicationmf-w2stelm=-ten:(PAN) on:spray_
fields) acoording-tofarm'slast-twoyears Dftmciationu-ecordS.-.
F2 Unclear; (legible* or lack of-infor„iation/reap.
F3 Obvious -field -limitations -(numerous itches;dailure#o_deductTequired.__
bufferlsetbackmcreage;-or25%:offotal:acre2gejdeniined:.in-.CAWMP:.includes
small ;-irregulady-shaped .fields. =yields -less -than -5mcresfortravelers-or.lesst€��an
2 acres -for stationarymprinklers).
F4 WA determination required because CAWMP credits field(s)'s acreage in excess

Revised April 20, 1999
Facility Number --
Part III. Field by Field Determination of 75% Exemption Rule for WA Determination
TRACT
FIELD
TYPE OF TOTAL CAWMP
FIELD
COMMENTS'
NUMBER
NUMBER'S
IRRIGATION I ACRES ACRES
%
SYSTEM
rlZ:L-L! 1YUIYJ1M=M - IIyUIclU, PUII,Lutm, V1'pullu 1111LIIUGJJ 114Gy LAG UZCGV 111 pl=l-C W MNU IIUIIIUC:S Ut!LJ=11CJ111` U11 l•+hiYYJYIr
and type of irrigation system. If pulls, etc. cross Tnorefhan one held, inspectorireviewer will have to combine fields to
calculate 75% field by field determination for exemption; otherwise operation will be subject to WA deterr,�ination.
FIELD NUMBERZ - must be clearly delineated on ma' p.
COMMENTS'- back-up fields with CAWMP aLTeage-exceeding`75% of its Iota! acres Ind having Teceived less than 50%
of its annual PAN as documented in the farm'sprevious-two years' (1997 & 1998) of irrigation Tecords,-c2nn❑t serve as the
sale basis for requiring a WA Determination.hack-unfields -must•be noted in the -comment leudon a ld must be accessible
by irrigation system.
Part IV. Pending WA Determinations -
Pi Flan-..lacks.followina-information:
P2 Plan revision 171712y:s2iisy-75% rule based on adequate overall PAN deficit -and by
adjusting all field. -acreage -to below 75% use rate
P3
Other (ie!in process of installing new irrigation system):

.3
RECEIVED AUG 2 9 1W
POSSUM BRANCH FARMS, INC.
306 Charlie Frederick Road
Warsaw, N. C. 28398
910 293• 414-9
Edwin J. Blanchard, President
Iq
�,✓r�..yr,w�-ro.�l, ,v.c . advas - 3� ys
.7-;J re15JtA2-fz yaKX, -14� oD .J /'(Q 6!Qs r
1 CAn"' fro c*,4 /�l, �Yi'f/ q Jb4///
'4n r ter¢ W'.I.5 T - A,-.g h et Jt � e %'� �'L c,.jtZ '74 V8 -J �(�!
Q/d yc-7� 04A� e. s{'
.' ('v e of e C3
J
/- 9.10 - a 73- Y7.z7 0-,
S,:, ccAe/��
era� / H

� yRw
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional office
James B. Hunt, Jr. Division of Water Quality Wayne McDevitt
Governor
August 11, 1997
Edwin Blanchard
South Branch Farm
306 Charlie Frederick Road
Warsaw, NC 28398
Dear Mr. Blanchard:
Secretary
Subject: NOTICE OF DEFICIENCY
South Branch Farm
Facility Number: 31.113
Duplin County
On August 7, 1997, staff from the Wilmington Regional Office of the Division of Water Quality
inspected your animal operation and the lagoons serving this operation. It was observed that you had applied
waste onto fields that are not part of your certified animal waste management plan. If you intend to continue
using these fields for the application of waste, they must be immediately incorporated into your certified
plan. Spray application in these fields should be discontinued until your plan is officially changed.
In addition, it was observed that you are grazing the Bermuda in your spray fields, which is not part
of your certified plan: If you intend to continue grazing your spray fields, this management practice must
also be immediately incorporated into your certified plan. In addition, your nitrogen balance must be
recalculated to account for the presence of cattle. We suggest that you contact your service company, local
NRCS office, or Soil and Water District office for any assistance they may be able to provide to correct these
situations.
You must notify this office in writing'within fourteen (14) days of the receipt of this notice, what
actions will be taken to comply with your certified animal waste management plan. Failure to do so may result
in the facility being required to obtain an individual non discharge permit.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 a Telephone [phone] i Fax [phone]
An Equal Opportunity Affirmative Action Employer

aw
IF Z 312 639 834�-o
us Postal Service
Receipt for Certified Mail
No Insurance Coverage Provided.
Do not use for Intemational Mail Sea reverse
Postage
Cwffied Fee
1
Spedai Delivery fee I
Restricted Deb" Fee i
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O TOTAL Postapa�fy�
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a

Edwin Blanchard
August 11, 1997
Page 2
Please be aware it is a violation of North Carolina General Statutes to discharge wastewater to the
surface waters of the State without a permit. The Division of Water Quality has the authority to levy a civil
penalty of not more than $10,000 per day per violation.
If you have any questions concerning this matter, please call Andy Hemnnger, David Holsinger, or
Brian Wrenn at 910-395-3900. -
Sincerely,
Andrew G. Hehninger
Environmental Specialist
cc: Harold Jones, Duplin County Soil and Water Conservation
Sandra Weitzel, NC Division of Soil and Water Conservation
Garth Boyd, Murphy Family Farms
Operations Branch
Wilmington Files
S. IWQSI4NDYA13I-1 ]3.DEF

State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
November 13, 1996
Edwin Blanchard
South Branch Farm
306 Charlie Frederick Rd
Warsaw NC 28398
SUBJECT: Operator In Charge Designation
Facility: South Branch Farm
Facility ID#: 31-113
Duplin County
Dear Mr. Blanchard:
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study
Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1, 1997. The owner of each animal waste management system must submit a
designation form to the Technical Assistance and Certification Group which designates an
Operator in Charge and is countersigned by the certified operator. The enclosed form must be
submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on -going basis in many counties throughout the state for
the past several months and will continue to be offered through December 31, 1996.
Thank you for your cooperation. If you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 919/733-0026.
Sincerely,
A. Preston Howard, Jr., P. for
Division of Water Quality
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 27687, 7`�;
Raleigh. North Carolina 27611-7687 N'afCAn Equal Opportunity/Affirmative Action Employer
Voice 919-715-4100 5CM recycled/10% post -consumer paper

REGISTRATION FORM FOR ANIMAL FEEDLOT OPERATIONS"
Department of Environment, Health and Natural R b''Urces•<^,_
Division of Environmental Management`=�' ='
Water Quality Section VIA � 1
If the animal waste management system for your feedlo 'operation
is designed to serve more than or equal to 100 head o '.attle. , f cZ5 horses, 250 swine, 1,000 sheep, or 30,000 birds that areAs.erved;.::
by a liquid waste system, then this form must be filled out and
mailed by December 31, 1993 pursuant to 15A NCAC 2H.0217 (c) in
order to be deemed permitted by DEM. Please print clearly.
Farm Name: South Branch
Route 1 Box 207
Warsaw, NC 28398
Duplin County 919-293-7778(F)/293-4727(H)
Owner(s) Name:
Manager (s) Name:
Lessee Name:
Farm Location (Be as specific as possible: road names,
direction, milepost, etc,) : yA:\.
Latitude/Longitude if known: QBSP # 23-011-14-20
Design capacity of animal waste management system -.(Number and
type of confined animal (s) : r UC - F" jo2 Y
Average animal population on the farm (Number and type -of
animal (s) raised) : Lop T. �.
Year Production Began: � � ASCS Tract No.: C\
Type of Waste Management System Used:
Ofl
Acres Available for Land Application of Waste: 54 RCRE�
r _
Owner(s) Signature (s) : Date
Date:
(Dale Meyer. Serviceman)
314ti

State of North Carolina
Department of Environment,
Health and Natural Resources 1. a
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Hbwes, Secretary
A. Preston Howard, Jr., P.E.. Director
December 9, 1993
Edwin Blanchard
Rt. 1, Box 207
Warsaw NC 28398
Dear Mr. Blanchard:
This is to inform you that your completed registration form required by the recently
modified nondischarge rule has been received by the Division of Environmental Management
(DEM), Water Quality Section.
On December 10, 1992 the Environmental Management Commission adopted a water
quality rule which governs animal waste management systems. The goal of the rule is for
animal operations to be managed such that animal waste is not discharged to surface waters
of the state. The rule allows animal waste systems to be "deemed permitted" if certain
minimum criteria are met (15A NCAC 2H .0217). By submitting this registration you have
met one of the criteria for being deemed permitted.
We would like to remind you that existing feedlots which meet the size thresholds
listed in the rule, and any new or expanded feedlots constructed between February 1, 1993
and December 31, 1993 must submit a signed certification form to DEM by December 31.
1997. New or expanded feedlots constructed after December 31, 1993 must obtain signed
certification before animals are stocked on the farm.. Certification of an approved animal
waste management plan can be obtained after the Soil and Water Conservation Commission
adopts rules later this year.
We appreciate you providing us with this information. If you have any question about
the new nondischarge rule, please contact David Harding at [phone].
Sincerely,
Steve Tedder, Chief
Water Quality Section
P.O. Box 29535. Rdeigh, North Carorina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-conmimer paper

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General ,Permit - Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the
Animal Waste Management Plan (AWMP) certification form, Part II, must be included
with this application prior to the application being accepted as complete.
Application Date: April 7, 1996
I. REQUIRED ITEMS CHECKLIST
Please indicate that you have read the following list of requirements by signing your initials in the space provided next to each
item.
Ap-pliriWjs
1. One completed and signed original and two copies of the application for General Permit -
Animal Waste Operations;
2. Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed;
3. Three copies of Part II of the Animal Waste Management Plan (AWMP) Certification Form If
the facility does not have Part II of the AWMP completed, it must be completed prior to
submittal of a general permit application for anima] waste operations.
II. GENERAL INFORMATION: 4 � 0
1. Farm's name; South Branch
2. Print Land Owner's name: EXTAn Blanchard Ay
3. Mailing address: 306 Charlie Frederick Road
City: Warsaw State: , NC, ., Zip:
Telephone Number.. ( 910 � 293-4727
4. County where farm is locatgd: 1]= in
5. Farm 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 identif1ed):F= Ma-Tmlia t3ke US i 'N, 90 ubjM '140 fi-r 0.4
mile; tum left crto 3t 1107 ( Ftt) fcr 0.3 mUe; bear ric ai 3t 106 (R y l��,atar c RL
for 1.2 - tam ]eft crtc> 1113 cn the left 0.2 mLle afhEr Ong air 140
6. Print Farm Manager's name (if different #iom I d Dw;ter):
7. Lessee's / Integrator's name (if applicable; please circle which type is lisLed): Murphy Family Farms
FORM: AWO-G-NE 1197 Page 1 of 3

III. OPERATION INFORMATION:
Farm No.: - 3A_ - _i 1, (Only for expanding operations)
2. Please complete the table below as it applies to your facility using the certified design capacity. The "No. of Animals"
should be the maximum number for which the waste management structures were designed-
Lz of Swine No —of Animalg Type of Poultry No. of, itnals 13= of Cattle NP. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
4 Feeder to Finish 4896 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkcy
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farEa: No. of Animals;
3. Acreage cleared and available for application: 3S 2 ; Required Acreage (as Hsted in the AWMP): J73
4. Number of Lagoons: 2 ; Total Capacity: 9Gr 261 Cubic Feet (ft3)
Number of Storage Ponds: ;Total Capacity: Cubic Feet (ft3)
5.. Are subsurface drains present within 100' of any of the proposed application fields? YES or (please circle one)
6. Are subsurface drains present in the vicinity or under the proposed lagoon? YES or NO (please circle .one)
7. Does this facility meet the siting requirements in Senate Bill 1217? (Swine Only) YES NO lease circle one)
What was the date that this facility's swine houses and lagoon were sued? 9/18/96
What was the date that this facility's land application areas were sited? 9/18/96
IV. APPLICANT'S CERTIFICATION:
1, Bdwin Blanchard (Land Owners name listed in question 1.2), attest that
this application for South Branch Farm
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incom fete. ,
Signature Date
�.
V . MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1,
(Manager's name listed in question I.6), attest that this
application for
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 INTORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORTH: AWO-G-NE 1197 Page 2 of 3

DIVISION OF WATER QUALITY REGIONAL OFFICES (9/96)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
(704).251-6208
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancy
Jackson
Fayettevitle Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
(919) 94fr6481
Fax [phone]
Beaufort Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
3800 Barrett Dr.
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham ,
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilsorr
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Lincoln
Brunswick New Hanover
Btaden
Richmond
Cabarrus
Mecklenburg
Carteret Onslow
Cumberland
Robeson
Catawba
Rowan
Columbus Pender
Harnett
Sampson
Cleveland
Stanly
Duplin
Hoke
Scotland
Gaston
Union
Montgomery
Iredell
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alanmce
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Suny -
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: A WO-G-NE 1/97 Page 3 of 3

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
l Existinp, or New or (Expanded-) (please circle one} 1
General Information:
Name of Farm: South Branch Facility No: 31 -- 113
Owner(s) Name: Edwin Blanchard Phone No: [phone]
Mailing Address: 306 Charlie Frederick Road- Warsaw, NC 28398
Farm Location: County Farm is located in: Dunlin —
Latitude and Longitude: 340 57 ` 09" 78° 06 - 06"
Please attach a copy of a county road map with location identified and describe below (Be specific: road
na 4 directions, milepost, etc.): Fin � take US 117N cp utter 140 for 0.4 m l,e; b3m left atto 3t 1107
(BmsW T=am rd) R r 0.3 mile; bearritjt cn SR 1106 (I=y Riveksxk Rt) fxx-1.2 miles, trim left: atto $t 1113
cuafiayp to fan cn the Wt 0_2 ttdle afba- =p4m 140--
�;. gyration Description: - -
TvJWof S„•ine No. of Animals 7: pe of Poultry No. of Animals Tipe of Canle No. ofAnimals
-- :3 Wean to Feeder Z3 Layer ❑ Dairy
4e:der to Finish 4896 J Pullets 7 Beef
: 71:Zirow• to Wean
Z1 Farrow to Feeder
7 Farrow to Finish Other T1pe ofLiiestock: Number of Animals:
Expanding Operation Only
Previous Design Capaciry: Addtrrona! Design- Capacity= r5 -t4.
, s
Total Design Capacih:
Acreage Available for Application: 3 S- Z Required Acreage: •3 5- Z
Number of Lagoons / Storage Ponds: 2 Total Capacity: 1, 096, 2-0 Cubic Feet (0)
Are subsurface drains present on the farm: YES or NO (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner / Manager Agreement.
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures- I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or
from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that.run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. 1(we) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to Dir`++f or a new certification (if the approved plan is changed) within 60 days of a title transfer.
Name of Land Owner : B3,dn
Signature: � �,�,Z_4�
Date: Ll /0 — F
Name of NIanager(if different from owner):
Signature: Date:
AWC -- January i, 1997

Technical Specialist Certification
L Asa technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005, 1 certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or Czceeds standards and specifications of the Division of Environmental Management (DEM)
as specified in 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (NRCS) and/or the North
Carolina Soil and Water Conservation Conunission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The
following elements are included in the plan as applicable. While each category designates a technical specialist who may
sign each certification (SD, S1. 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
0 Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
ew 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�nd specifications.
Name of Technical Specialist (Please Print):,'y f Pam-
Affiliation: Bauby :;Family Farms
Address(Ajency): Phone No.:-910-289-6439 4717
Signature:4 - _
•;,
B) Land Application Site (WUP) �P11`""""OA
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): K'ag A. Westerbeek
Affiliation: Murphy FatnilY Farms
Address(Aaency): PO Box 759 Rose Hill, NC 28458 Phone No.: 910-289--6439 Fact. 4556
Signature: Date:
C) Runoff Controls from Exterior Lots
Check the appropriate box
fB Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
0 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 N`R�,Sr�,�E�t,���I
Name of Technical SP ecialist (Please Print):HCR � '+/
i��-E-
Affiliation:_ Murphy Family Farms
Addrecs(Aeency): PO Box 759 Rose Hi13, C Q$ 68 E Phone No.: 910-289-6439^Ext. 4717
Si_ctiature: - F , f Date: 4
AXVC -- January 1, 1997 2j4�sFiNG�```��

D). Application and Handling Equipment
Check the appropriare box
Existing or r expand in -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).
Zi New. ex anded ore istin fac'lit without existin waste application equipment for spray
irrigation. (1)
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 tinting of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
C1 New, expanded, or existing _facility without existing waste application -equipment _for land
spreading not using spray irrigation_ (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed 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): GarrY Scalf
Affiliation: MurPhY Family Farms
Address(Agency): PO Box 759 Rose Hill,, NC 2B458 Phone No.: 910-289-6439 Ext4562
Signature: T Date-
E) Odor Control. Insect_ Control. Mortality Mana-zement and Emereenc�r Action Plan SD
SI, WUP, RC or I)
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect -Control
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 selccufVA included in'the waste management plan. Both the
A4ottaiity Management Plan and the Emergency Actioq �rra sp�`t4alfte and can be implemented by this facility.
Name of Technical Specialist (Please Print): Jig' E.
Aff liation: Famil
QO Y s
y Farms
Address(Ag(-.ncy) Box 759 Rose Hill-,- N 2 -� a Phone No.: 910-�289-6439 Ext. 4717
Signature: -*I Date:
8/97
F) Written Notice of Newor Expanding Swine k L � �•�
The following signature block is only to be used for new or exp'�fielttg3liine farms that begin construction after June
21, 1996. 1f 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 is
attached.
Name of Land Owner:' Edwin
Signature:
Name of 11lanager(if different from owner):
Date: 4 — /0 -
Signature Date:
NVC -- January- 1, 1997 3

III. Certification of Installation
A) Collection, Storage. Treatment Installation
ew, expanded or retrofitted facility (SI)
Animal waste stora8e 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): J. Neal Fucker, P.E.
Affiliation: Murphy Family Farms
Address(Agency): PO Box 759 Rose Hill, NC 28458 Phone No.: 910-289-6439 Ext. 4717
Signature: Date:
B) Land Application Site (WUP)
Check the appropriate box
❑- The cropping system is in place on all land as specified in the animal waste management plan.
❑ Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping'system
as specified in the waste utilization plan has not been established and the owner has committed to establish the
vegetation as specified in the plan by (month/day/year); the pro_ posed cover crop is appropriate
for compliance with the wasteutilization plan.
❑ Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days
- of this certification, the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist (Please Print): Kraig A. Westerbeek
Affiliation: Mummy Family Farms
Address(Agency): PO Box 759 Rose Hill, NC 28458 Phone No.: 910-289-6439 Ext. 4556
Signature: Date:
This following signature block is only to be used when the box for conditional approval in III. B
above has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilization plan, and
if appropriate to establish the interim crop for erosion control, and will submit to DEM a verification of completion from a
Technical Specialist within 15 calendar days following the date specified in the conditional certification. I (we) realize that
failure to submit this verification is a violation of the waste management plan and will subject me (us) to an enforcement
action from DEM.
Name of Land Owner:
Signature:
Name of Manager(if different from owner):
Signature:
AWC -- January 1, 1997
Date:
Date:

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):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
D) Application and Handling E ui ment Installation (WUP or I)
Check the appropriate block
❑ Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration
and adjustment materials have been provided to the owners and are contained as part of the plan_
❑ Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract; equipment specified in the
contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
❑ Conditional approval: Animal waste application and handling equipment specified in the plan has been
purchased and will be on site and installed by (month/day/year); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with the
cropping system contained in the plan: and calibration and adjustment guidance have been provided to the
owners and are contained as part of the plan.
Dame of Technical Specialist (Please Print):
Affiliation:
Address (Agency): Phone No.:
Signature: _ Date:
The following signature block is only to be used when the box for conditional approval in III D
above has been checked.
I (use) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(we) realize that failure to submit this verification is a violation of the waste management plan and will subject me
(us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Alanager(if different from owner):
Signature: Date:
E) Odor Control, Insect Control and Mortality Management SD, SI, WUP, RC or I)
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.
?dame of Technical Specialist (PIease Print): M. Kevin Weston
Affiliation: PtIEPby Famil
Address(Agency): PO Box 759 Rose Hill, NC 28458 Phone No_: 910=289-5439 Ext . 4629
Signature:
ANA'C -- January 1. 1997 5
Date:

Please return the completed form to the Division of Water Quality at the following address:
Department of Environment, Health, and Natural Resources
Division Of Water Quality
'VA'ater Quality Section, Compliance Group
P.O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy in
your files with your Animal Waste Management Plan. 4.
ANVC -- January 1, 1997

DEHINR-DEM-Wa ;
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State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General ,Permit - Liquid Animal Waste Operations
This application is for new br expanding facilities only. The design portions of the
Animal Waste Management Plan (AWMP) certification form, Part II, must be included
with this application prior to the application being accepted as complete.
Application Date: :A ail 7y 1996
I. REQUIRED ITEMS CHECKLIST
Please indicate that you have read the following list of requirements by signing your initiali in the space provided next to each
item_
Applicants Initials
1. One completed and signed original and two copies of the application for General Permit -
Animal Waste Operations;
2. Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed;
3- Three copies of Part U of the Animal Waste Management Plan (AWMP) Certification Form. If
the facility does not have Part II of the AWMP completed. it must be completed prior to
submittal of a general permit application for animal waste operations.
II. GENERAL INFORMATION:
1. Farm's name; Sbuth Branch
2. Print Land Owner's nanle: Edwin Blanchard
3. Mailing address: 306 Charlie Frederick Road
City: Warsaw State: NC lip: 28398
Telephone Number: ( 910 ) - .: 293-4727
4. County where farm is locatgd: -'m1plin
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road trap with the location of the farm identifled):Fom Mx3x)ha take US i I-T N, go tins I40 fix 0.4
CIi11P; ttnIi left Qto SR 1107 ( ley Rixam Pd.) fra• 0.3 mile
�-1aar tight cn 3t 1106 (Perry Ptiwrkark RL
6. Prini Farm Manaie—e name
13 tia f�nn cn the
t from Owner))•
7. Lessee's I Integrator's name (if applicable; please circle which type is list-ed): Faini 1Y Farms
FORM: AWO-G-NE 1/97 Page 1 of 3

1
III. OPERATION INFORMATION:
I- Farm No.: 31 ---- i 1 ?�_ (Only for expanding operations)
2. Please complete the table below as it applies to your facility using the certified design capacity. The "No. of Animals"
should be the maximum number for which the waste management structures were designed
Tvne of Swine No. of Animals Tye of Poultry No. of Animals T-?'P§Qf Cattle Np� of Animals
0 Wean to Feeder 0 Layer 0 Dairy
30 Feeder to Finish 4896 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey .
0 Farrow to Feeder (4 sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No_ of Animals:
3. Acreage cleared and available for application: 3S 2 ; Required Acreage (as listed in the AWMP): .3�
4. Number of Lagoons: 2 ; Total Capacity: %. l) 9Si 26y Cubic Feet (ft3)
Number of Storage Ponds: ; Total Capacity: Cubic Feet (ft3)
5. Are subsurface drains present within 100' of any of the proposed application fields? YES or (please circle one)
6. Are subsurface drains present in the vicinity or under the proposed lagoon? YES or NO (please circle one)
7. Does -this facility meet the siting requirements in Senate Bill 1217? (Swine Only) YES NO lease circle one)
What was the date that this facility's swine houses and lagoon were sued? 9/18/96
What was the date that this facility's land application areas were sited? 9/18/96
IV. APPLICANT'S CERTIFICATION:
I, Ddwin Blanchard (Land Owners name listed in question I-2), attest that
this application for South Branch Farm
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incom lete.
Signature Date D _
V . MANAGER'S CERTIFICATION: (compute only if different from the Land Owner)
1, (Managers name listed in question I.6), attest that this
application for
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
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: AWO-G-NE I197 Page 2 of 3

DIVISION OF WATER QUALITY REGIONAL OFFICES (9/96)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Buildino, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax (704)663=6040
Raleigh Regional WQ Supervisor
3800 Barrett Dr.
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granvrlle
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region_ WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 2WS-3845
[phone]
Fax,[phone]
Anson
Moore
Alexander
Lincoln
Brunswick New Hanover
Blades
Richmond
Cabarrus
Mecklenburg
Carteret Onslow
Cumberland
Robeson
Catawba
Rowan
Columbus Render
Harnett
Sampson
Cleveland
Stanly
Duplin
Hoke
Scotland
Gaston
Union
Montgomery
hedell
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, ITC 27107
[phone]
Fax [phone]
Alamance
Rockineharn
Alleghany
Randolph
Ashe
Stokes
Caswell
Sung
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: A«'O-G-NE 1197 Page 3 of 3

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11

MURPRY FAMILY FARMS
WASTE MANAGEMENT FACILITY SITE EVALUATION
Namo -9L.4^AC11AEJ)
Telephone
Location Data
Distance from nearest residence not owned by producer.
Is site within 100 year flood plain?
Is site atleast 100 foot fim a'Bluc Lint" perennial sbraam?
If no, site must be relocated.
Is site within I mile zoning jurisdiction of a-munidpaW.
If yes, site must be relocated. .
Are there utilities in the construction area?
Wetlands
Size Operation /z z y Aan'r-
��EL1EL 74 �N/fN
Will site involve clearing woodlands or any non -cropland?
If wetlands are urvolved, it is the responsi'bdity of the producer
to obtain all necessay-permits before -any clearing is done.
Other Environments~ Factors
Is endangered and/or threatened species habitat present?
Is a designated natural scenic area included in the planing
area or will planned actions impact on an adjacent natural
scenic area?
Is an archaeological or historical site located in the planned area?
Are cultural resources present?
I SOO
Yes No
,/

Waste Management
Yes No
Does producer own enough land to property land apply waste?
If no, does producer have access to more -land?
If land is not owned by producer, can producer get agreement
for land on which to apply waste?
Soil Investigation
Is soil suitable for lagoon?
Is a clay liner required?
If yes, is clay available on site?
Questionable
Ts a core trench required?
Test holes will be dug initially in the general area of proposed lagoon- It during design, the
position_ of the lagoon is changed to an area where no test holes_were_pmrt ___ t
j dmadditional
test holes WILL be required.
Comments ,QGTNAL �]%�YA�LE ri/FL fl YE�/�•EQ ey MF< 5u vz-7 Cis _
This site investigation is valid as long as the design and construction of lagoon continues
in a reasonable time period. Undue delays or hesitancy in construction may require that site
be re-evaluated.
Evaluator mil', ,�.
(MFF Engineering)
Signature
(Producer)
Date V Y/9
Date

V, L

LLY.
LAG04 �FOQILS INVESTIGATION
PERMITS & ENGIN. UINIT
_
PROJECT: y� Tr T; .�.�c,• r r �'a'- COUNTY: �• /'�
# R. 14 AM I 1 : Sp
FIELD INVESTIGATION BY: e,,j DATE:SITE
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BORING
DEPTH
SCALE
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BORING NUMBER AND PROFILE
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BORING / SAMPLING METHOD: �,r„ SIGNATURE: '

JWR
JNT
02/11 /97
V
Gower. EDWIN BLANCHARD (SOUTHtBA.A -Wo Designed By:
Address: 306 CHARLIE FREDERICKHOADS & E-NGIld. UNIT Checked By:
WARSAW, NC Date:
FARM INFORMATION
Nursery:
Finishing:
Farrow to wemling:
Farrow to feeder.
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area
97 APR 14 AM 11: Du: - Sheet
OBIC WASTE LAGOON' DESIGN
Farm Population: -------------------
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) — — — — — — — — — —N
Does Operator Want Emergency Spillway? (Y/N) — — — — — — — — — —Y
0
1224 Hd.
0
0
0
0
180 Days
7.5 In.
7.5 In.
7.0 In.
0
0
Is This Design for an Existing Farm? (Y/N) — — — — — — — — — —N
Is Drain Tile Req'd to Lower SHWT? REQUIREDIII I! II Y
Seasonal High Water Table Elev:— — — — — — — — — — — — — — — — — — —
10670 Ft
Freeboard: ----------------------
1.0 Ft
Emergency Spillway Flow Depth: — — — — — — — — — — — — — — — — — — —
0.3 Ft
Top of Storm / Spillway Buffer: Not Applicable
0
Side Slopes: — — — — — — — — — — — — — — — — — — —
3 :1 (H:V)
Inside Top Length: ---------------------
295.0 Ft
Inside Top Width: -- — — — — — — — — — — — — — — — — — —
190.0 Ft
Top of Dike Elevation: ---------------------
108.70 Ft
Finished Bottom Elevation: ---------------------
97.30 Ft
Start Pump Elevation: — — — — — — — — — — — — — — — — — — —
105.90 Ft
Stop Pump Elevation: ---------------------
103.60 Ft.
LAGOON VOLUME REQUIRED VOL
Storm Stor =
Temporary =
Permanent =
Total Volume =
70063 (Cu.Ft.)
100441 (Cu.Ft.)
206550 (Cu.Ft.)
377,054 (Cu.Ft.)
DESIGN VOLUMES
75,590 (Cu.Ft.)
103,636 (Cu.Ft.)
218.395 (Cu.Ft.)
•-
% REQ'D.
107.89%
103.18%
105.73%
105.45%
Min. Required Liner Thickness --------------------- 1.5 Ft
Lagoon Surface Area (Inside TOD) — — — .----------------- 56,050 S.F.
Murphy Family Farms ERgineemg P.O. Sax 759, Rose NI! NC 284W
[phone]

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v{. v7/�i. `Vi7ii\ LO----- w...- ,--- .. ---- .1 i-/w.�..w -Y. V....
Address: 306. CHARLIE FREDERICK ROAD Checked By: JNT
WARSAW, NC Date: 02/11/97
County_ DUPLIN Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FTC
Area (SF)
Incr. Vol. (Cu. FT)
Cumul: Vol. (Cu. FT),
97.30
27,555
98.00
29,035
19,806
19,806
99.00
31,210
30,122
49,929
100.00
33,458
32,334
82,263
101.00
35,777
34,618
116,880
102.00
38,169
36,973
153,854
103.00
40,633
39,401
193, 254
104.00
43,168
41,900
235,155
105.00
45,776
44,472
279,627
106.00 .
48,455
47,116
326,743
107.00
51,207
49,831
376,574
108.00
54,031
52,619
429,193
108.70
56,050
38,528
467,721
the vertical average end area method
END PUMP = = = = > 103.60 FT 218,395 CF TR'MT 21.8,395 105.73%
START PUMP = = = > 105.90 FT 322,031 CF TEMP 103,636 103.18'k
MAX STORAGE = = > 107.40 FT. 397,621 CF STORW 75 590 107.89°/
Murphy Family Farts Enginee ft
P.O. Box759, Rose HN NC 284M
[phone]

w
Address: 306 CHARLIE FREDERICK ROAD
WARSAW, NC
]esigned By:
Checked By:
Date:
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
JNT
02/11 /97
3
Animal Tvpe CapaciPf ALW * cu.ft Ib = Total
NUrsery
0
30
1.00
0
Finishing
1,224
135
1.00
165,240
Farrow to weanling
0
433
0.67
0
Farrow to feeder
01
5221
0.671
0
Farrow to finish
01
1,4111
1.00
io-
Boars
0
400
0.50
Iota] Required I reatment volume (cu. tt.)= 165,240
Sludge Stora a Volume:
Animal Type Capacity * ALW * (cu.fL/Ibl Totaf
Nurse
0
30
0.25
0
Finishing
1,224
135
0.25
41,310
Farrow to weanling
0
433
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
01
1,4171
0.251
0
Boars
0
4001
0.1251
0
Total Required Sludge Storage Volume (cu. ft.) = 41,310
Temporary Storage Volume:
Manure Production:
Animal a as to. Period * (gals/Hd.7aay)= o
Nursery
0
180
0.30
0
Finishing__1,224
180
.1.40
308,448
Farrow to weanlin
0
180
4.30
0
Farrow to feeder
0
180
4.50
0
Farrow to finish
1 01
1801
13.501
0
Boars
01
180
4.00
0
Total Manure Production (gals.)= 308,448
Total Manure Production (cu.ft.)= 41,236
Excess Fresh Water:
Animal Tvoe Capggitt * Sto. Period * als Hd. da = To
Nursery
0
180
0.20
0
Finishing
1,224
180
0.90
198,288
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180-
3.50
0
Farrow to finish
1 0
18U
9.50
0
Boars
0
180
2.70
0
Total Fresh Water Excess (gals.) =
Total Fresh Water Excess (cu.ft.)=
Murphy Famfly Farms Engineering P.O. Box 759, Rose HX NC 284W
198,288
26,509
[phone]

Address: 306 CHARLIE FREDERICK ROAD Checked By:. JNT
WARSAW, NC Date: 02/11/97
Countv: DUPLIN Sheet 4 of 7
Temporary Storage Volume: (Cont.
Rainfall in Excess of Evaporation:
Vol. = (Lagoon Surface Area + Additional Drainage Area) * Rainfall f 121n./ft
Vol. = (56050 sq.ft + 0 sq.fQ * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 32,696
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm (in) / 12in./ft.
Vol. = (56050 sq.ft + 0 sq.fL) * 7.5 in. /12 in./f .
Total Required Volume for 25Yr. —24Hr. Storm Event (cu.ft) = 35,031
°Heavy Rain" Storage:
Vol. = (Lagoon Surf. Area + Addt'i Drainage Area) * °Heavy Rain" Factor (in) / 12in./It.
Vol.= (56050 sq.ft + 0 sq.ft.) * 7:5 in. /12 in./ft.
Total Required Volume for "Heavy Rain' (cu.ft.) = 35,031
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + °Heavy Rain? = 70,063 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 100,441 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 206,550 (CU.FT)
TOTAL REQ U I R ED VO LU M E = 377054 (CU.FT.)
murpny ramrry rarms tngrneemg rU. tiox i-v, rrose tiro rvc: Z64.1ju
(.w) zag—z> > i

Address: 306 CHARLIE FREDERICK ROAD
WARSAW, NC
Countv: DUPLIN
Checked By: JNT
Date: 02/11 /97
LAGOON DESIGN SUMMARY
5 of 7
Top of Dike Elevation -------------------
108..70 Fr.
Emergency Spillway Crest Elevation - - -- - - - - - - - - - - - - - - - -
107.40 FT.
Top of 25 yr/24 hr Storm Storage - - - -- - - - - -- - - - - - _ - - _ -
107.40 FT.
Top of "Heavy Rain" Storage - - -- -- -- - - - _ - - - - - - - -
106.61 FT.
Start Pump Elevation - - - - - - - - - - - - - - - - - - -
105.90 FT.
End Pump Elevation --------------------
103.60 FT.
Top of Sludge Storage --------------------
98.71 FT.
Seasonal High Watertable Elev.- - - - - - - - - - - - - - - - - - -
106.70 FT.
Finished Bottom Elevation ---------------------
97.30 FT.
Inside Top Length - - - - - - - - - - - - - - - - - - -
295.00 FT.
Inside Top Width --------------------
190.00 FT.
Side Slopes - - - - - - - - - - - - - - - - - - -
3:1 H:V
Lagoon Surface Area - - - - - - - - - - - - -- - -- - - - -
56,050 SF
Min. Liner Thickness (if required) - - - - - - - - - - - - - - - - - - -
1.5 FT.
Freeboard Depth --------------------
1.00 FT.
Temporary Storage Period - - - - - - - - - - - - - - - - - - - -
180 Days
TOTAL DESIGN VOLUME = 397621 (CU.FT.)
Zone Depths:
Treatment / Sludge Storage Zone Depth - - - - - - - - - - 6.3 FT.
Temporary Storage Zone Depth - -- - - -- - - - - 2.3 FT.
Freeboard / Storm StOra a Zone Depth -- - - - - - - - - - - 2.8 FT.
Total Lagoon Depth - - - - - - - - - - - 11.4 FT.
Murphy Family Farms Engmeerirg P.O. Box 759, Rase MY NC 284M (glo) 2sg-21 11

Grower: EDWIN BLANCHARD(SOUTH BRA Designed By: JWR
Address: 306 CHARLIE FREDERICK ROAD Checked By: JNT
WARSAW, NC Date: 02/11/97
Couryty: DUPLIN Sheet 6 of 7
ZONEELEVATIONS
TOP OF DIKE ELEV = 108.70 _
1 1 TOP OF STORM ELEV = 107.40 1 1
1 TOP OF HEAVY RAIN ELEV = 106.61 1
1 /
STRT PMP EL = 105.90 1 TOP OF TEMP STORAGE ELEV = 105.90 1
1 /
END PMP EL. = 103.60 1 TOP OF TREAT ELEV = 103.60 1 SHWT=.106.70
1 1
1 I -
1 TOP OF SLUDGE ELEV = 98.71 /
FINISHED BOTTOM ELEV = 97.30
Engineering P.D. Box 759, Rose HNI NC 28458
r

Address: 306 CHARLIE FREDERICK ROAD
WARSAW, NC
Countv: DUPLIN
Checked By: JNT
Date: 02/11 /97
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE -STANDARD 359— WASTE TREATMENT
LAGOON, revised in September, 1996.
Emergency Spillway:
An Emergency Spillway has been designed per the owners request
SHWT:
Subsurface drain file will be installed adjacent to the lagoon as shown on the site
drawing. The file is being installed to keep the seasonal. high water table adjacent
to the lagoon at or below the stop pump elevation.
NOTE: See attached Waste Utlizaton%�lanARo����'''
o�r`'SS'0k�
DESIGNED: a� SEAL _
DATE:
COMMENTS:
Murphy Famrry
759, Rose MY NC 284M
[phone]

i'
ADDRESS: 306 CHARLIE FREDG-R --F��b f0 CHECKED BY: JNT
WARSAW, NC 11FRMTG & ENGIN. UNIT DATE: 02J11/97
COUNTY: DUPLIN SHEET 1 OF 3
k
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be clearbd 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 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fili,heights shall include 5 percent for settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.5 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL -NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Mum& Familv Farms Enaineerha P.O. Box 759. Rose Hill NC 28456 1910] 289-2111

GROWER: EDWIN BLANCHARD (SOUTH BRANCH) DESIGNED BY: JWR
ADDRESS: 306 CHARUE FREDERICK ROAD CHECKED BY: JNT
WARSAW, NC DATE: 02111 /97
COUNTY: DUPUN SHEET 2 OF 3
When areas of unsuitable material are encountered, they will be overexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be backfilled as specified to grade -with a material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
Soil liner material shall come from an approved borrow area The minimum moisture
content of the liner material shall be optimum moisture content which relates to that
moisture content when the soil is kneaded in the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to insure proper moisture
content during placement of the liner. The moisture content of the liner material shall not
be less than optimum moisture content during placement. The maximum moisture
content relates to the soil material being too wet for efficient use of hauling equipment and
proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and
compacted to at least 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) of the liner material. When smooth or hard, the previous lift shall be scarified
and moistened as needed before placement of the next lift
The single most important factor affecting the overall compacted permeability of a clay
liner, other than the type of clay used for the liner, is the efficient construction processing
of the compacted liner. The sequence of equipment in an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment.
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10-5 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6cm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the -in --situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased.
To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.
Mum hY Family Farms Engineer* q P.O. Box 759, Rose Hill NO 28456 [phone]

ADDRESS: 306 CHARLIE FREDERICK ROAD CHECKED BY: JNT
WARSAW, NC DATE: 02j11 /97
COUNTY: DUPLIN SHEET 3 OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentoniie sealant When these are
specified, additional construction specifications are included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation should
be established as soon as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An -observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfiil shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When file drains are encountered, the file will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Murphy Family Farms Engineering P.O. Box 759, Rose HN NC 28458 . [phone]

�i
%A4 t%./t«I A. L-L.-a.. rrv�..v, ., �� .4{ Y r' - ./
ADDRESS: 306 CHARLIE FR€�iF�IC?t# � CHECKED BY: JNT
WARSAW, NC=-4R ;1 i S & ENlGiy. U41f DATE: 02/11/97
COUNTY: DUPLIN . . I _ i. SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of.fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year / 24 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one —haft the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start—up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.
Murphy Family Farms Engineeritg P.O. Box 759, Rose Hill NC 284M
(910) 2a9-2111

1
UhUVVtH: tUWIN 13LANUMANU (-jUU I N blIANI-41) UtNUNtU t5Y: JVVH
ADDRESS: 306 CHARUE FREDERICK ROAD CHECKED BY: JNT
WARSAW, NC DATE: 02/11 /97
COUNTY: DUPUN SHEET 2 OF 2
3. Bedin temporary storage pump —out of the lagoon when the fluid level reaches the
elevation 105.90 as marked by the staff gauge. Stop pump --out when the fluid level
reaches elevation 103.60. This temporary storage, less 25 year / 24 hour storm,
contains 103636 cubic feet or 775199 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets. .
8. Keep a minimum -of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights —of —way.
9. The Clean_ Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over —spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has.the responsibility for enforcing this law.
Mumhv Famfty Farms Enainaa na P_ 0 Box 759_ Rase Hift NC 284SR /91a1289-2111

u. 1V T If t_i 1. ViJ■f..\ LJ lVI .If%.IV lVVv...-VI.V-.,
ADDRESS: 306 CHARLIE FREDERICK ROAD CHECKED BY:
WARSAW, NC DATE:
COUNTY: DUPLIN SHEET
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 2.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
150 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
JNT
02/11 /97
75 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
150 LBS. 'PENSACOLA` BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
20 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
25 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
100 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
2500 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
5 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
250 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL
BAHIA GRASS IS ESTBLISHED.
Murphy Famfly Fames Engineering P.O. Box M, Rase HIT NC 284M
[phone]

mow.■— -T V91. LV ffl..__--.. v.v%__—... _.—...—.I vtiv. �..a...v v. v...•
ADDRESS: 306 CHARLIE FREDERICK ROAD CHECKED BY: JNT
WARSAW, NC DATE: 02/11/97
COUNTY: DUPLIN SHEET 1 OF 2
Emergency Action Plan
Using this outline as guidance, you should develop a specfic emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow —possible solutions are:
add soil to berm to temporarily increase elevation of dam —any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) ---hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field —actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the Meld
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
flush system, houses, solids separators —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— make sure no siphon effect has been created
— separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks —possible action*:
dig a small well or ditch to catch all seepage,put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily olupAed with clav soil
Murphy Family Farms Englneemg P.O. Box759, Rose Hill NC 28458
[phone]

GROWER: EDWIN BLANCHARD (SOUTH BRANCH) DESIGNED BY: JWR
ADDRESS: 306 CHARLIE FREDERICK ROAD CHECKED BY: JNT
WARSAW, NC DATE: 02/11/97
COUNTY: DUPLIN SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
B. During nova) business hours, call your DE regional office, at 910-395-3900
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been under taken, and the seriousness of the situation.
C. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS)at 910-296-2160.
D. Instruct EMS to contact local Health Department.
E. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance.
910-296-2143 for advice/technical assistance.
A. Contact Murphy family Farms Land and Nutrient Manageent Departent at 910-
289-2111 for advice/technical assistance.
4. Implement procedures as advised by DEM and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVILLE, NC 28349
910— 296— 2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 2T7, KENANSVILLE, NC 28349
910— 296— 2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANSVILLE, NC 28349
910-296-- 2160
DIVISION OF ENVIRONMENTAL MANAGEMENT
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405. — 3845
910-395-3900
Murphy Family .Farms Engineering P.O. Box 759. Rose Hill NC 28458 (9 ia)289-2111

Swine Farm Waste Management Odor Control Checklist
Source Cause BAIN to Minimize Odor Site Specific Practices
Farmstead
Vegetative or wooded buffers;
O Recommended best management practices;
9" 0ood judgment and common sense
Animal body surfaces Dirty manure -covered animals Gr Dry floors
Floor surfaces Wet manure -covered floors W Slotted floors;
V Waterers located over slotted floors;
© Feeders at high end of solid floors;
❑ Scrape manure buildup from floors;'
O Underfloor ventilation for drying
Manure collection pits • Urine; 0' Frequent manure removal by flush, pit recharge,
Partial microbial decomposition or scrape;
O Underfloor ventilation
Ventilation exhaust fans • Volatile gases; Fan maintenance;
Dust a Efficient air movement
Indoor surfaces Dust Washdown between groups of animals;
❑ Feed additives;
O Feeder covers;
19�Feed delivery downspout extenders to feeder
covers
Flush tanks Agitation of recycled lagoon 0 Flush tank covers;
liquid while tanks are filling p Extend fill lines to near bottom of tanks with
vents
Flush alleys Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon 97 Extend recharge lines to near bottom of pits ,
liquid while pits are filling with anti -siphon vents
Lift stations • Agitation during sump tank ❑ Sump tank covers
Filling and drawdown
Outside•drain collection - • Agitation during wastewater ❑ Box covers
orjunetion boxes conveyance
AMOC - November 11, 1996, Page 3

Source Cause , BMPs to Minimize Odor _ Site Specific Practices
End of drainpipe's at + Agitation during wastewater C$' Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid Ievel
Lagoon surfaces • Volatile gas emissions; 630' Proper lagoon liquid capacity;
• Biological mixing; 2-,Cortect lagoon startup procedures;
• Agitation ❑ Minimum surface area -to -volume ratio;
90"Minimum agitation when.pumping;
❑ Mechanical aeration;
O Proven biological additives
Irrigation sprinkler • High pressure agitation; 81irrigate on dry days with little or no wind;
nozzles • Wind drift O Minimum recommended operating pressure;
Pump intake near lagoon liquid surface;
❑ Pump from second -stage lagoon
Storage tank or basin • Partial microbial decomposition; ❑ Bottom or midlevel loading;
surface • Mixing while filling; ❑ Tank covers;
• Agitation when emptying ❑ Basin surface mats of solids;
-
❑
Proven biological additives or oxidants
Settling basin surface
Partial microbial decomposition;
❑
Extend drainpipe outlets underneath liquid
• Mixing while filling;
level;
+ Agitation when emptying
0
Remove settled solids regularly
Manure, slurry or sludge
+ Agitation when spreading;
O
Soil injection of slurry/sludges;
spreader outlets
VoIatile gas emissions
❑
Wash residual manure from spreader after use;
O
Proven biological additives or oxidants
uncovered manure,
• Volatile gas emissions while
❑
Soil injection of slurry/sludges
slurry or sludge on field
drying
❑
Soil Incorporation within 48 hrs.;
surfaces
❑
Spread 1n thin uniform layers for rapid drying;
0
Proven biological additives or oxidants ,
Dead animals
Carcass decomposition
W Proper disposition of carcasses
Dead animal disposal
• Carcass decomposition
❑
Complete covering of carcasses in burial pits;
Pits
❑
Proper location/construction ofdisposal pits
Incinerators
• Incomplete combustion
❑
Secondary stack burners
AMOC -November 11, 1996, Page 4

Source Cause BMPs to Minlmize.Odor Site Specific Practices
Standing water around • Improper drainage; 311"Grade and landscape such that water drains
facilities . Microbial decomposition of away from facflities
organic matter
Manure tracked onto a Poorly maintained access roads GKFann access road maintenance
public roads from farm
access
Additional Information :
Available From
Swine Manure Management ; 0200 Rult/BMP Packet
NCSU, County Extension Center
'Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
NCSU-BAE
Swine Production Facility Manure Management. Pit Recharge -Lagoon Treatment; EBAE I28.88
NCSU-BAE
Swine Production Facility Manure Management: Underfloor Flush • Lagoon Treatment; EBAE 129-88
NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU - BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU - Swine Extension
Environmental Assux-ance Program ; NPPC Manual
NC Pork Producers Assoc
Options for Managing Odor ; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns In Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension
a]
AMOC - November 11, 1996, Page 5

Insect Control Checklist for Animal Operations
Source
Cause
BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters.
Accumulation of solids
VFlush system Is designed and operated
sufficiently to remove accumulated solids from
'utters as designed.
2 Remove bridging of accumulated solids at
discharge
Lagoons and Pits
• Crusted Solids
Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Excessive Vegetative
• Decaying vegetation
Maintain vegetative control along banks of
Growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on Impoundment's perimeter. "
Feeders Feed Spillage 9' Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
9'0�' Clean up spillage on a routine basis (e.g., 7. 10
day interval during summer; 15.30 day interval
during winter).
of feed residues Q' Reduce moisture accumulation within and
around Immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewers grain and similar high
moisture grain products).
O Inspect for and remove or break up accumulated .
solids In filter strips around feed storage as
needed.
AMIC - November 11, 1996, Page I

Source Cause BMPs to Control Insects. Site Specific Practices
al Holding Areas • Accumulations of animal wastes O Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
minimal.
0 Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations ofwastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling • Accumulations of animal wastes O Remove spillage on a routine basis (e.g., 7. 10
Systems day interval during summer; 15-30 day interval
during winter) wher6 manure is loaded for land
application or disposal.
.0 Provide for adequate drainage around manure
stockpiles.
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695.760.
AMIC -November 11, 1996, Pagc 2

Mortality Management Methods
(check which method(s) are being implemented)
❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water. .
Renderi n& at a rendering plant licensed underG.S_ 106-168.7
Sbf-eS AT- SrrE rt:,V- Vbp.D Au 1 M AL, [ :,LLec OAJ 13Y rRXK
❑ Complete incineration
❑ 1n the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
❑ Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 18, 1996

0LE1,INR-CE;M- W0 -,
• HRMITS & IrNG11N. UNIT
Producer: J5 .;,., •glawcK*Lq d
Location: 3 C. C. Ck.'I ; Vre d er; Gk R� ,
Telephone: 9 t o a 3 y
Type-Operahbn: ` FeclW 4% 6;
Number of Animals: -149 G
(Design Capacity)
Tlxe 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-aiad-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, Teaching
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
disldng 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 in£oriiiation 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.

` tii�.�-"' J�'`-.:.:3:.:"'`r-'-µ"• '�' ,'xu', ,.,`,:Y,kSYue::.;�,ha"H :u:3nµ v:'.""'"°L,F
Amount of Waste Produced Per Year allons t3 tons etc.
4M, animals XL_J =twaste/animal/year = 53oa (amt�wastelyear.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
k49` animals 7X2-:1-1-b PAN/animallyear 1r c t Is. PAN/year: (PAN_from N, C: Tecli: - - -
Guid&Std. 633)
Applying the above amount of waste is a big job. You should plan time and have
aRpropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
GTable 1: ACRES OWNS $Y PR UCER 44 1
.K f` c. %45 Sk O" . Q+(� +R�., ►+% j«-r� a.C.a �+ ckcs
_ Tract_ _ s. N ._ Acres re_s Lbs� Month o
Field Soil - _ o _
# No. Type Per Ac. * Utilized Application
Total
* This N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must be accounted for. N must be based on realistic yield
expectation. - ----
NOTE: The applicator is cautioned that P and K maybe over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients This plan only addresses Nitrogen.
2

Table 2. ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land [see Required Specification 2])
Traot Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. l-ype Fer Ac. Utilized Application
r �
* See footnote for Table 1.
Total
Totals from above Tables
Acres Lbs. N
Utilized
Table I
Table 2
Total
Amount of N
Surplus orb
35.a-
1 ra8�
Produced
cit
1 y to
NOTE. The Waste Utilization Plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrients or other
elements.
3

See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
-Field-- °,SoiI.Type, Crop' Application_ -Application No. " Rate (In/Hrl: Airiount an.)
ACk.y
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SENULAR TABLE WILL
BE 1IEEDED FOR DRY LITTER OR SLURRY.
-- - -- -- Your fcilitis designiad forffQdaYs ofte� o 'storage -and -the temporary 3story e-------
must be removed on the average of once every �- -MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation S 4r qq��
J.
Call the local Natural Resources Conservation Service (formerly Soil Conservation J
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 theproper
application rate prior to- applying the waste.
4

REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of Waste which reaches surface water is prohibited. Illegal
discharges are. subject.toahe.assessment of civil penalties of $10,0.00.peuday by the ____- -
Mon of Environmental Management 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 on which to properly apply the 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 (sample enclosed) 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 shallbe applied to meet, but not exceed, the Nitrogen needs for realistic
- crop-yields..based-on.soil type,. available moisture, -historical -data, -climate-.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 Standard 393 - )niter Strips and Standard 390
(Interim) - Riparian Forest Buffers.]
S. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when the wind is blowing.
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 Technical Reference - Environment file for guidance.)

REQUIRED SPECIFICATIONS
(continued)
7. Liquid waste shall be applied atrates 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 drM from the site during application. No pon.ding should occurs im order -to'
control conditions conducive to odor or flies and provide uniformity of application..
S. 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 no
more than 20 to 25 percent of the leaf area is covered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils
` with a high potential for leaching. Waste nutrient loading rates on these soils should
-be held to a minimum and a suitable winter cover crop planted to take up released
nutrients: Waste shall not be applied more than 30 days prior to planting of the crop
on bare soil
11. Animal waste shall not be applied closer than 25 feet to surface water. This distance
may be reduced for waters that are not perennial provided adequate vegetative filter
strips are present. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells=
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-
ways.
15. Animal waste shall not be discharged into surface waters, drainageways or wetlands by
a discharge or by over -spraying. Animal waste may be applied to prior converted
wetlands provided they have been approved as a land application site by a "technical
specialist". Animal waste should not be applied on grassed waterways that discharge
directly into water courses, and only then at agronomic rates provided the application
causes no runoff or drift from the site.
6

REQUIRED SPECIFICATIONS
(continued)'
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not -be discharged -into --the- animal waste man agement-system:-
17. Lagoons.and other uncovered waste containment structures must maintain a maximum
operating level to provide adequate storage for a 25-year, 24-hour storms event in
addition to the one (1) foot mandatory freeboard.
18. 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.
i9.-If animal production at-the-facilityis to be suspended or -ten ninated,-the ownerys - -
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
2Q. 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.

WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:
OwnerlMd=ger 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 capabity 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: - - - - — - =— - -- - -- . --
(Please print)
Signature: Date:
Name of Manager(If different from owner) -
Signature: Date:
Name of Technical Specialist: (Please print) Kral weJ.
Affiliation: � ul 1r� r��l � �r1�� S
Address (Agency):
ru I l__) O X -7 t)V
Re,.'Te__ Oil- 0. /VC D_gq5g
Date 3
8

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m

. 'tECEIVED
DQj,4,9-QEM-W0
PEHMITS -& ENGIN. BIT
97 APR 14 AM I 50
EXHIBIT D- 1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Narne: -C 01 County;
Address: re evi C
0A'v,5av0, A/C— P5739 f Date: 10
Telephone: as Ll -1 -a-:7
TABLE 1 Field Specifications
Field'
Number.
Approximate
Mnxlmum
Useabla%zc
ofFleld2
(acres)
soul a
Slope
(0/0)
Cro (s
Maximum
Application
Ratj3
inliir
Mazlmum-
Application
per Irrigation
CYCIC3
([aches)
coljulleJ14
ti
LA
%f w, \A Jl 01
a
e�A
r�' �
-S Ll
1 73
-7. 33
A 113
;k
C -N
c-11w,
-7
p CH�
f3<-'r VN-% j a H C, 'f
I L-D
AAQ
ae- r wtuA a
d map,
Total fieldacreageminus required buffer areas.
311efer to N. C.* Irrigatipn- Guide, Field Office Tecluflical Guide, Section U G. Ajuival application in I us( not exceed the agronomic rates for the soil and crop used.
MRCS, NC
RINE, 1996
0

r
EXl i31T D-2
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of Equipment;; ��� 3'" :Y 6, —J(j '-f03` D 4,)/13,i-k1 1337Q5A
Field Nol Travel Application TRAVEL LANE Wetted
and Speed Rate Effective Effective Diameter
Hydrant Not (ttlmin) irOV i Width (R) Length (11) (Feet)
EQUIPMENT SETTINOS
Nozzle Operating Operating
Diameter Pressure Pressure Arc
(inchei) Gun (psi) Reel si) Patt4m
----
Comments
.`f7 I30' 1
14 50' 1 32 0
1.0$
0
i5..
, ACvc s
-aaO'
b
1,0811 t
-70
f
a70�
*k -7Q Acre 5
19 1) 0'
A-0$;
O
PS
h jeo"
, d
0'
O
-70
I
a DO lvoZ
, TS ArVe
a-70'
'a. 53A s Y cs
,0$
-7C�
I
a�a6
3.03 �-�
O
,OV
-70
1 IS
a-7C2
77 AcvG..S
a a s
6C) t as
1.09
-7 0
7,
1-1 A C K, s
a:)O 1
1 -760
I70
O
7 0
-3 0/ AC �� s
1 a. 1 ao'
30W)
, 0`6
O
!
a-70
-k 3, G 1A t- "
Y '
. 1 See attached map.
2Show separate entries for each hydrant location in each Feld.
3Use the following abbreviations for various arc patterns: F (full.circle), TQ (three quarters), Tf two thirds), H (half circle), T (one third), Q (one quarter),
May also use degrees of arc.
l�
i
NRCS, NC
NNE, 1996

EXHIBIT D-3
TABLE 3 - Solid Set Irrigation Gun Settings
Matte, Model and Type of Equipment: <IJ
Field Nof Wetted Hydrant Spacing (ft) ' Application
and Number of Diameter ` . AIong Between. Rate
Line Not Hydrants feet `Pi ellne Pipelines (Inlhr(Inches)
OPERATING PARAMETERS
Nozzle Operating Operating
I .
Diameter Pressure Time
Gun(psi) Hydrant r
Comments
r r� is � o
�c� , r
f �
o
• a,i
��5 �� �.�-, o
i
•
'
1.
1
ISee attached map.
2Show separate entries for each pipeline with hydrants in each field.
MRCS, NC
,TUNE, 1996

EXHIBIT DA
TABLE 4 - Irrigation Systein-Spccilications
" Travellno ,
Irrl atlon Guz;
Solid Set
Irrl alfon
Flow Rate of Sprinkler (gpm)
j Q
perating Pressure at Pump (psi)
Design Precipitation Rate (in1hr )-7
Hose Length (feet)
9�t�
XXXXXXXX
Type of Speed Compensation
r�ae�o eg i
XXXXXXXX
Pump Type (PTO, Engine, Electric)
Pump Power Requirement (hp)
1f�.
i
TABLES - Thrust Block Specifications
besloner mnv nrovide thrust block details nn senarato sheet_
LOCATION
THR-UST. BLOCK
AREA s . ft.
900 Bond 9 11&1r-IQ,$
Dead End ��
.fi
Tcb ( r
I
(AGV C'7a6 „.i vC `i"
I
'See USDA-NRCS Field Office Tecluiical Guide, Section IV, Practice Code 430-DD.
NRCS, NC
SUNE, 1996

EXHIBIT D-5
IRRIGATION SYSTEM DESIGNER
o@S�. tFbLP�I`
Company: AA -t r o_rv. L r"v- I5,
Address; B x 5 se 44 i l E, G, �$yg
Phone: RIG 1J6 4` al 1 }
REQUIRED DOCUMENTATION
i
The following details of design and materials -must accompany all irrigation designs: %
1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block locations and buffer areas where applicable.
.2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the; irrigation pump, traveler and sprhWer(s).
7. Manufacturer's specifications for tlkirrigation pipe and/or USDA -MRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide; Section IV, Practice Code 430-DD.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address them as
appropriate.
9. Irrigation pipes should not be installedin lagoon or storage pond cmbawkineuts without the approval of the designer.
NOTE: A buffer strip feet feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per NC Statutes.
i
MRCS, NC
PINE, 1996

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e6
rb
co
t'j
!
i
�
I
0

W7
25- rz,
ry
vow—
Awn�
ATA
MF
aw
­Xy
op
9 Pis
5`1
It
K Y q.;
�" ivFi0.
j

P 82
P.IiPIPE0.0 In
3M
OVERATELENGTH
.114 10 '
P.E. PIPE LD. in
102
OvmtALL WID'i1•I
T 6 '
PS MELE.NGIM Y4
984
OVIIULLRE11GHT
V 4
'plBM LENGTH Ft
112D
GROUND CLEARANCE
11 '
FRAME
SIT
Emm WEIGHT
4,092 Tbe,,,
GUN
NELSON SR 150
GROSS WEIGHT
7,108 Lbs
P + + ORMANCE TABLE-'=-
9U AWS 984
OFFY-MMINMMMAUR
SPF�D QF P.L. PLEB PULE IN FEETIHOUR
MSP
FLAW
HOME
NOTII,B
SPRAY
MUF
WM'HM
60
40
30
20
15
12 10
PRESS
IN
S=
PRESS
RANGE
WMM
AREA IN
200
130
1 l00
a50
40 30
WATER
APPUC'AHON IN I a ES
PSI
GPM
TNC=
PSI
Ft
Ft
ACRES
107
IM
70
151
-211
14 .-.
0.4
05
a7
Li ,
15
- 1.8
2.2
113
162
097
75
154
215
55
0.4
06
Q7
1.1
1.5
1.8
n
120
167
80
156
219
5.6
0.4
Q6
0.7
Ll
1.5
L9
22
127
172
85
159
223
5.7
Q4
06
U
Ll
15
L9
2.3
M
177
90
162
226
SS
U
0.6
0.8
Ll
15
L9
23
95-_._ -
164
1 230
5.9
0.4
0.6
0.8
1 12
1 1.5.
L9
1 2.3
120
198
70
_
.160
225
5.8
0.4--
-- Q6
:09--
13--
---L7- -
-7-2.27-
- 26
In
205
L08
75
164
229
59
0.4.-
0.7
09
0
V
2.2
- 2.6
135
211
so
107
233
�
F4
(�
- �
�,
22.
27`
10-
218
85-
170
237
y.T
"' `; - s
"
:: t h
��7
`. ,(0
09
i,
U
2.2
27
150
224
90
172
241
62
0.5
0.7
09
_
U
L8
23.
2.7
138
.244
70
" 17t}
238
�►1
4s
Q6
23
` 3A
147
22
L18
75
173
7A3
C�.Z
0,5
t! 8
1A
15
�.0
2,3
3.1
DRM PU IEY SB'I'11I+iGS Ii3RBM Pt3Ix T
11Z
50
GZARBOX PUUEY .
SO
60

60(
V 5(X
x
40C
2
K 30C
O
-(200
100
0
BERKELEY PU M PS., -CURVE 4117-'71
6
DATE 3-1-86
TYPE "B" RATING CURVES PAGE 2.012]
SUPEflSEES�.
D
ENGINE DRIVE [Cu"a 4117 p 202
Pa
0 4- eD
Dated4-lt85t:j
C ... M.1-10 C.I. 11-1663 uckN- H-i863 VARIOUS RP.W Ord-#
W.C.H.1 C. I - L-30DO iw-ch.PFa L-3038 Ot, 13-1/2" FULL
w ..... P.,­., 2A? PSI 1A-1 (2 "410
T
­
... .11,T:
4.
.r T
'J:
T
7
r
-T
+
41
T -
lfl
J, J4, L_.
I.J.-J.1.
5_�••
TH-if
P
..... J.
'
z
I.1
opt ...
.........
.... .......
�7-
2404
Rpm -1
..........
2 200
27
%
7
7-........
J.
1600'
RP.M
........
...
.....
.........
......
....
...... ...
........
.........
. .
...........
.. ..... ..
L
T
-1.
A.
J­
A.
......
.......
L
.........
..... ....
-2
A.
71.4
44-1,
...- . . 7:
.1.
T
. I
4_1
E
0 too 2w 300 400 500 6M 700 Wo 9W 10oo )100 i2oo
CAPAaTy IN U.S. GALLONS PER MINUTE
-7046 -2554 C-7048 W-274i 't 3-25-72 - MODELB3JQBM
T O.Id D,
30 1
20
10
0
C...: 11A.t.,1.1 C. I. P.tL N.. H- 19 39 m.dLoow H-1939 VAR IOUs ILF-I&L - Cft$-
tmp,tl,,: M,i,tFal C. I P.tL Fic 4-2319 ag*ckmM-4621 Ow 10-06- FULL T.o * S.L. I& ks� �44
6­4 or f. w
MAXIMUM WORKPOM Pocssuic 266 PSI "o
m. . ...........
1 4 ..... ....
.. . ...... . ]:ITT
.....20
.. ..... ...
. ....
10
E_ ; J .... .....
400 ...... . ... 0
7—
_rri-cirncv
550
o 7ow nPri
...... .....
26 pf"
.750 ...........
< ... .... .... ...
. ........ .
200 2, Tom._..---
A.-
2(XYY, A&
50 ­.... .. ....
18(y.)II Rpm
%i
TOO'
W;f m
-'(N) )()Q 41Y. lof) ji(y) .11y)
CAPACITY 1?4 kj.J. (7 At 1 01411 rc: n pmriuir.
Ik A

JOHN DEERE
Engine Performance Curve
Rating: Gross Power
Application: industrial - Continuous
300 Series Engine
Model:. 4039D
71 hp @ 2500 rpm
53 kW @ 2500 rpm
A
. . . . . . . . . . . . . . .
................. ........... .......... .... ........
... ......... . .... ................... --- ......... ........ ........ ... ........ .... ........ .......
........ ........ ... -- ---- �,­: 200
E
(271)
..........................
... -------- ....
... ......... .............
.......
.................
.....
....... --- --
--- .....
z
...........
........ -------
t
........ ----
---
I .......... .
.........
-----------
----
--------- 7
..................
... ....
......... ....
.................
--_--------- ....
............. ....
.........
180
........ ....
... ......... 4
.......... Torque
...
... ..
..... ..........
(244)
-------- ---
.............
*
176 lb-ft
....
.............. %-.
tr
.................
... .......... ...
......
i I
(239
ml
Nm)
....
. ..... .
...
..........
160
0
....
--- .........
..............
.... ....
........ ........ ......
.........
... ... ---
(217)
........ ... ---
-------- ....
............ ..
.... ....
.............
... ...
....... ....
.... ...
... .... ... ---
-------------- ....
....
... ....
149 lb -ft ............
_Y '30
(�02 Nm)
.
............
(6 0)
........... -------- ........
....
........... ........ ......... ........
-C
7 _i� —60 __
... .....
I
Continuous -Power
71hp
-
(45)
.......... M k WE
.......... I ............
........ ...
............
............
. .. ............
0
...........
...... ...
.......
....
...............
.............
.... ...... ..... .
40
....
......... .........
........ ....
... ........
...... . .. ... .
.................
... ........
............ .... .... ... ..
(30)
... ..............
..
............ ----
-- I
.............. I
.............
. ..
........
.......... 7___
....
........ ....
... ----
--------
.... ...
...
20
. . .
. . .
... ...
---........
... .............
.............
.................
........ ........
. ..............
.................
... ............
.......
.............
..................
..........
------- --------
............
............
... ....
....... ....
.... %1­__..­.
----
. . ... ....
.......... ... ...
... ------
...... ....
......... .......
0.40
.......... . ......... ....... ..... ......... .... ... ........ ....... (242)
CL
.. ............ .. ... .. ...... ....... ........ ­1 .............. ........ ..
.......... ......... .. ......... — ......
. . . tion --- -------
Fuel Consu!no 0.36
........ ... - --- --- ---- --- . .... .. ...... ... ......... (218)
.. ... .... ... ........ ....... ......
.............. ......... .. ....... ............. ........ .... ...
..
.... ... .... ... .. ...... ....... ............ .... ... ....
7 7 7
LL
1000 1200 1400 1600 1800 2000 2200 -2400
Engine Speed - rpm
Air Intake Restriction -- 12 in-HO (3 kPa) Exhaust Back Pressure — 30 in.F�O (7.5 kPa)
Gross power guaranteed within + or - 5 % at SAE J1995 and ISO 3D46
Certified by:
Curve 4039D71 IC
conditions: 77 IF (25 *C) air Wei temperature
Source Factories:
29.31 in_H9 (99 kPa) barometer
104 *F (40 *C) fuel infel temperature
Oubuque, Saran
*Q
Dale: 09-93
0-853 fuel specific gravity 0 50 IF (15.5
Sheet I of 2
Conversion faclofs: Power: kW hp x 0.746
7 1? 3
Fuel: I gal 7,1 th, I L = 0.85 kg
_.rer
Revised data
Torque: Nm = lb-11 x 1.356
t
to change willioul nolice.
aes are from Currently available data and are subject
aes are from Currently available data and are subject

FRICTION Y �O
_. SS IN ALUMINUM F PVC PIPE
I
FRICTIOR LOS PER 100 Fib
P.S.I.
PIPE=
1i1: ClRIFLERS
. .
RL. XIMM
IRRIGA7IOIt
INS. I.O.
2
sou; --
-KIN, 20
=05
O:S-.-t-
30
1.1
0.2
--
--
--
-__
-40
1.9
0.3
0.1
- -
- -
50
-1.9
0.4-
-
0
4.1
0.6
0.1
- -
- -
-
70
5.4
0.6
0.2
0.1
- -
- -
60
--
1.0
0.2--
90
- -
1.2
0.3
0.1
100
- -
1.5
0.4-+
0.1
-.-
- -
110
--
1.7
0.4.
0.1--
- -
120
- -
2.0
0.5
0.2
0.1
130
--
2.4
O.b
0.2
0.1
-
`-
140
- -
2.7
0.7
0.2
0.1
`
150
- -
3.1
0.0
0.3
0.1
-
160
- -
3.5
0,9
0.3'
0.1
- -
170
- -
3.4
1.0
0.3
0.1
-y
0.
190
- -
4.8
!,2
0.4
0.2
200
- -
5.3
1.3
0.4
0.2
- -
210
- -
- -
1.4
0.5
0.2
- -
220
- -
- -
1.5
0.5
_0.2
0.1
230
- -
- -
1.7
O.b
0.2
_ 0.1
240
-
- -
!.8
0.6
0.3
0.1
250
- -
- -
1.0
0.7
0.3
0.1
260
- -
- -
2.1
0.7
0.3.
0.1
270
- -
- -
.2.3'
0.8
0.3
0.1
M
_ _
- -
2.4
0.8
0.3
0.1
270
- -
- -
7.6
0.9
0.4
0.1
2.T
0.9
0.4
0.1
310
- -
- -
7-9
1.0.
0.4
0.1
370
- -
- -
3.1
1.0
0.4
0.1
330
- -
- -.
3.3
1.1
0.5.
0.1
340
- -
- -
3.5
1.2
0.5
0.1
350
- -
- -
3.b
1.2
0.5
0.1
360
- -
- -
3.8
1.3
0.5
0.1
370
- -
- -
4.0.
1.4
0.6
0.1
380
- -
- -
4.2
1.4
0.6
0.1
390
- -
4.5
1.5
O.b
0.2
400
-
- -
4.7
1.6
0.b
0.2
410
- -
- -
5.1
1.7
0.7
0.2
440
- -
_ -
- -
1.9
0.6
0.7
460
- _
_ _
- -
2.0
0.8
0.1
46o
- -
- -
- -
7.2
0.9
0.7
500
- -
- -
2.4
k.0
0.2
P.S.I. FRICTION L055 PER 100 Fal
PVC IRRIGATIIIX PIPE
195. I.G..
Z
Gmi
20:. 0.4:. 0:I _ --
30 0.8 0.1
40 ' 1.4 0.2
50 2.1 0.3 0.1-
60 2.9 0.4 0.1
70 3.5 0.5 0.1 - - - -
00 5.0 0.7 0.2 0.1 -
90 -- 0.9 0.2 0.1 f
100 - - 1.0 0.3 0.1
1.2 0.3 0.1
120 1.5 0.4 0.1
130 - 1.7 0.4 o.1-
140 1.9 0.5' 0.2 0.1
150 2.2 0.5 0.2 0.1 - -
160 - - 2.5 0.6 0.2 0.1 -
170 -- 2.9 0.7 4.2 0.1--
�ISO- ..= 3.1. 03 --0.3 0.1- _
190 - - 3.4 '0.8 0.3 0.3
200 - - 3.7 0.9 0.3 0:1 - -
210 - - 4.1 1.0 0.3 0.1 - -
210 - -. 4.5 . 1.1 0.4. 0.2 -
T30 - - 4.9 1.2 0.4 0.2 - -
240 - - 5.3 1.3 0.4 0.2 - -
250 - - - 1.4 0.5 0.2 - -
260 _ _ - - 1.5 0.5 0.7 0.1
270 - _ - - 1.6 4.1 '0.1 0.)
1.7 O.b 0.2 0.1
.240 1.8 0.6 0.3 0.1
3m _ _ - 2.0 0.7 0.3 0-1
310 - - - - 2.1 0.7 0.3 0.1
110 - - - - 2.2 0.7 0.3 0.1
330 - - - - 2:3 .0:8 0.3 0. 1
340 - - - - 2.5 0.8 0.33 0.1
350 _ _ _ - 2.6. 0.9 0.4 0-1
360 - - - - ,777- 0.7 0.4 0-1
2.9 1.0 0.4 0.1
3.0 1.0 0.4 o.t
390 - - - - 3.7 ].t. 0.4 0.1
400 _ _ - - ,3.3 1.i 0.5 0.1
470 - - - - 3.6 }.2 0.5 0.1
440 - - - - 4.0 i.3 0.6 0.1
4b0 - _ - - 4.3 !.5 0-6 0-1
480 - - - - 4.7 l.6 o.6 -0.7
5W . - - - - 5.0 1.7 0.7 0.2

HoSE
FRICTION LOSS IN POLYIETWi \
i
WATER)I. FRICFIOR LOSS PER 100 FEET POLYETRELIRE IRRI6AIION 1105E
P.5 63�J�
40
4.82 751.30
110125 120 2.72.5 2.1 .
O.D. iin I35 i•1 i.0 3.7 3
13. IRS. i•5 - - _ _ 0.9
3.1
6ALI 10 - - - ` - _ _ _ _ _ - - - - _ _ 2.3 6.6
131R. 20 -` - - -` -- -_- 1.4 4.0 1j•2
-- _ 1.2 2.9
60 - - - - - - _ _ _ _ 1.0 1.6 3.9 11.2 _ -
70' - - - - - - _ - 1.3 2.0 4.9 14.4 _ -
80 Ij 2..5 6.1
3.0 7.5-
lO0 1.3 2.3 3.6 8.9
110 - - . - - _ _ L 6 2.7 4.2 1Q.5 - _ -
120 - ` -_ _ _ 0.7 1.8 3.1 5.
130 - _ _ O.B 2.1 3.6 .6
-
140 ` - 0.9 2.4 4.1 6.4-
!50 ` - - - - 1.0 2.7 4.6 7.2
160 - - - 1.2 3'0 5.2 8.1 - - -
170 - ` - - - - 3.4
5.7 8.9 - -
_ _ 0.9 1.3
160 ` - 1.0 1.4 3.7 6.3 9.4
- - - -- 200--- -. - 3 4.5 7.6
21.0 - - 0.9 11.2 1.7 4 8.3 -
.
220 - - 1.0 1.3 9.0 `
130 - - 1.1 1.4 2.1 5.3
f.2 1.5 2.2 5.7 9.9246
--
250 0.9 1.3. 1.6 2.4 6.2
260 1.0 1.4 1.7 2.6 6.6-
270 1.0 1.5 1.9 2.8 7.1-
280 1.1 1.6 J.0 3.0 7.6 - - -
290 L 2 1.7 2.1 3.2 8:I
300 . 1.2 1.6 2.2 3.4-. 8.6
no 1.3 1.9 2.4 3.6 91.
320 1.4 2.0 2.5 3.8 -
0 L5 2.2 2.7 4.0 - -
340 1.6 2.3 2.8 1.2 - --
350 ld 2.4 3.0. 4.5 - -
360 1.i 2.5 3:2, 4.7
np 1.8 2.7 3.3 4.9-
380 1.4 2.8 3.5 5.2-
390 7A 2.9 - 3.7 5.5----
400 2.1 3.1 3.8 5.7
420 2.3 3.4 .4.2 6.3
40 2.5 3.7 4.6 6.B-
460 2J 4.0 5.0 7.4 - - - -
480 3.0 4.3 5A GA-
500 3-7 4-6 5.8 -

The 70 Series ful
water -over a large
!volume systemsr ,s
(Single nozzle
made! shown)
7025RD-1-1 f1.M
• 25' trajectory angle for
maximum throw
• Single nozzle design
minimizes clogging
Nozzle Pressure (psi)
7025RD-1-1•M
35
40
45 5o 55
60
65
70
75
-80
014 Nome (7132•)
Flow (gpm)
8.34
8.91
9.45 9.97 10.5
10.9
11.4
11.8 - _'
•
-
Spkr, Base Press. (Lmjt
35.8
40.9
45.9 51.0 56.0
61.0
66.1
71.2
Diam. at 15 Ht.
106
110
115 120 124
129
132
135
-
Diam. a16' HL
114
120
125 ' 130 135
138
142
145
i 16 Nozzle (114')
Flow (gpm)
10.8
11.6
12.3 13.0 13.6
14.2
14.8
15.3
15.9
16.4
Spkr_ Base Press. (psi)
36.0,
41.2
46.2 51.4 56.4
61.5
66_6
71.8
76.8
81.9
Diam. at 1.5' Hi.
114
118
123 128 - 133
137
141
144
147
150
Diam. at 6 Hi.
122
130
135 140 145
148
150
153
156
159
918 Nozzle 19/3a.
Flow (gpm)
13.6
14.6
15.5 16.3 17,1
17.8
18.6
19.3
20.0
20.6
Spkr. Base Press. (psi)
_36.4
41.6
46.8 51.9 57.0
62.2
67.3
72.4
77.5
82.6
Diam. at 1.5' fit.
122
126
131 135 140
145
148
151
155
158
Diam. at 6' lit.
129
136
141 145 150
153
156
159
162
164
R20 Nozzle (5116•)
Flow (gpm)
16.6
17.9
19-0 20.0 21.0
22.0
22.9
23.7
24.5
25.3
S kr. Base Press. (psq
37.0
42.2
47 A 52.5 57.7
62.8
68.2
73.3
78.5
83.7
Diam. at 1.5' Hl.
126
131
137 141 146
150
154
157
161
163
Diam, at 6' HL
132
139
145 149 154
158
161
164
167
170
822 Nozzle (IU32')
Flow (gpm)
202
21.6
22.9 24.1 25.3
26.4
27.5
28.5
29.6
30.5
Sekr. Base Press. ( s)
37.6
43.0
48.2 53.4 56.7
64.0
6T2
74,4
79.6
65-0
Diam. at 1.5' Ht.
129
134
139 145 150
155
158
162
166
168
Diam. at UM.
135
142
147 t52 158
162
166
169
173
175
024 Nozzle (318-)
Flow (gpm)
23.6
25.4
26.9 28.4 29.8
31.1
32 A
33.6
34.8
35.9
S kp `. Base Press.SpSq
- 38.44
_43.7
49.0 54.4 59.8
65.2
80.8
66.6
Diam, al 1.5' lit.
131
137
143 148 153
158
�70.5
163
�75.6
166
170
172
Diam. at 6 Ht.
138
145
151 156 162
166
170
173
177
179
DIAMETERS ARE SHOWN
rN FEET. Figuras rollt3Gt amsl10st data. Produclion modets may
show slight

INSTALLATION . ,
Diamond Agricultural PVC Pipe should be assembled and
installed with uniform and continuous support from a firm
base in accordance with the installation procedures provided
in ASTM D2321, and the Installalion Guide for PVC Water
Pipe (a "pocket -sized" edition is available from your
represcntati.v_e or from Diamond Plastics Corporation.)
Embedment materials are to be in accordance with soil
classifications listed :bn"dei' Unified Soil. -Classification
System, ASTM D2487.and ASTM D2488 __---- _--- -
Tc assemble, clean mating surfaces of the bell, spigot., and
gasket. Apply gasket lubricant (furnished by Diamond
plastics Corporation) to the entire spigov end up to the
reference mark. Also. apply lubricant to the contact surface .
.of the basket.
With the pipe in straight alignment, push the spigot into
the bell up to the insertion line.- If a pry bar is used to
apply force, the pipe should be protected by placing a board
between the bar and the pipe.
If norrhal force does not complete the joint, disassemble the
joint and examine the parts to make ce.,ian they are free of
obstructions. Visually inspect the completed joint to insure
the gasket has not been dislodged:
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DEGREE
OF COMPACTION VERSUS EMOEDMEA'T'CLASS AND METHOD
OF PLACE&IF,%T AS PERCENT OF STA;IDARD PROCTOR
DEKSITY OR RELATIVE DENSITY*
FOR GRANULAR MATERIALS IN PARENTIIESIS"
CLASS OF EMaEDMEN
1
11
111 -
1V
MATERIAL DESCRIPTION
MaMdacWlod
G..J.
Said wld Grs.d
Mudd-C-.;.
Aw G...
Mmaials
Sats - Clca.
' Soils
Wis
opil.uw w.iawt
9-I?
9.19
630
b..+ IL .0 dry -;Sb.
SW Ca .A."mee.,4
S or F4oc (a Rclu.r:) D-say Rank
CO-4-, b7 gm.c, --I-"
95.100
1 95-100
-95-100
90 100
D:.sJy bs porabk
M 95
KL V3
M91
11-90
+d«aNrs
464751
(to L:1
Ca 041a c by v.wa,io..
m9s
M93
(tl>7S]
((61:11
11�4It=
co W
=
,ta..7 tv.p
(a to
C&I10
60)5
(SC34'p
I l.....P
1QW
ICI bry
192
1]
to IN
1+PG01
IXs MI
Kcla..•c J•..,-.I ., ...rd w I.,rc..7.trr1
I
Table 4, ue_scalrTlort OF .k FJftr0MENT MATERIAL CLA2CIFK*A1'I"Kc:
YOC1. SAIL
VI-$CalrTin? [1F
CI,AFF T7-rl:
NIAT1alAL CLAFSIIICAT1O•C
Cw 1 Sib• -
64.n.(—a ."J - v.;." .wni.L tN r 1 In :.[I... 16.• a r I ­.:.-
rl..d:wt
rrr.[ r Aal .Us' er.Jn. w t..,I..0 ,►, W.
a.. 13 Wk.- CW
well.,:." C-1.. A g.-d-.Nd.:weti 1;.%, ... V.a .. wr«r d
t.YK 6. ;_ ,a.•.eJ w N.. C ,.r.r. Mr 0- 115% rvf ... 11-tiu .:.+.
cu...
Cr
Pry p.Jd S.-I. -A Cc.. 44-6.w:.,w.a_ Iirlr r ... rr.e.. tiK ........[
. .. ' . -. _- --
rw.c G.rw�..ac.:waJ.w. IC._� a:f•'c...blw, du. �Si .......+._ w. ?., .:r.r
Clr...
Fw
.a t•.-Ar. fit, Gdr .. w. C._.. arw r K -9.rr.r
hwr:.r. r__ Fl . a r:re. lA_ d... •St _.m­l - F. 'N. _.. tlrr.
V -ray a..d,, Wk _ «•• t.... sa.. r... NA .1 —
CI., III Salk'-- CJ.[
S*7 C-4. tr..c1-, W .i wrawrrt. 3aL r r.e .! r...ry 6. ­-J .. -
N+.
cc
CTrrr7 t.r.b• Fr..As. l n.r i.i.,,.r.. S•K r .... 1. . . w� •_..«-J
MN.-t .k-. M..c w_S.rS -
' SM
Shy ,...h.-A.,.l,+...wf•. LN.r duw 3er( .J ...., k.w+�.-+, �-• .....
-
Mrt *r 309..ru:.rJ - F:... hat
SC
C1.yry ,..ds_•.wJtl.y �..wr.: NN.f.A.w lrrl .d .,...-r h...�,..•�. N'.. r.
.. r. M.«e d- SK'L
Cie+ Iv S...[. FLL
I•••t••� ,J... .r*r f:wr .rJw w.i fL..+..%br .. .1.7r. !x ,w.r. 1 .,...1 I_.w
2,0 ..r.r
CL
_.
1. s-: tir J 4,r N• wrJ.w Plw.r-.7. t...,a: _I.: _...-. _ �T-
-
It. r1.7.. Ciq•%J Lw:r 34/t .. 1n.. 50% • ......
MII
M.uiw.� rA.4 _i;.rnM r J....wwrw � � ...1• _ .-.-. A-:. -�- 1 .,..I
1;.w gM- slow $1A. Sol w ww.f P•••r• k- %-'
M
(L
<h7...<.:W ..d _1.wi ..b7 r1.7. d 7�•--Na-.., r7 1�....1 e......r:.. 4_.
1nt. r r.c Peru. N4..'!y
Of
[hjwr N.y, nt w..d:._ .. hitr,C."i.r LM. J Ira C._-- -1 titi ♦fi ..
w.w. p.w. N.- 200 ,ir.,.
1 rr
he n-L ud wtl.rr h: hl ,
S.:k - , d&- ;. ASTM D 2497,.-p4 S. CI... I -I ..M«-M '" J,4 .1 .« +CTXI 11 :1_ I
T.___•.,._M' —4— -kh ASTA 1) 2411111. U., dun SA. I.... N.. ?lW ale• .
••• •1. wti.iJ..cf -kh ASTM D ,?IF7:•wb .-kh $C.w 12% P••••••F !N• �'•• .• 1•r .« w.Jr.I.+_.�W _
r7aw:Ccal�.. d." i wcr rhv,r...w:r .f CT.,. I7 *,-,A CU.. 111_ ...
The haunching area is most important to the support of
PVC pipe. For good support, the haunching area should be
compacted to the densities given in the Long Term
Deflection Chan.
Figure 2. p y
.. Tb•. ..li.-.. r. J. a...tYwe.:.wa•r t...tl..h/..rt _. .,tr 1^�.. «. i+.w.i r.....•eJ .w.•«[� -, ..».
•..r.Md..A r. n✓.I.dy. o..w tl.lfc.r_ .I,.u..A ..,' 11,r ,,.r Ar ...«...f.d «.Inw..k' twlrr. ,..r ..
.,.........I r.r dt.it. rK. A<..,1 Jr..t« _..w, .rr..Id..; J• •.IN- NT ,,.'r.4.wrr. 1.. M-'. J-
-2

FRICTION LOSS. CHARTS_,_
FOR DIAMOND PIPE
IPS DIMENSION
Q 4_Irict-i 5-Inch 6-Inch
8-Inch 10-Inch 12-Inch
Gallons
Per Min. FRICTION HEAD LOSS IN FEET PER HUNDRED FEET
150 1.11
160 ,1.26 ' - -
180
1.57
190
1,73
200
1:90
220
2.28 •81
.34 "
.09
240
2.67 95
-.40
- 46
.10
.12
260 '
3.10 1.10
54
-14
280
3.56 t.26
.1
300
4.04 1.43
.61
.19
320
4.56 1.62
_69
.21
340
5.10 1.82
.77
.24
360
5.67 2.02
.286
6
t . 380
6.26 2-22
.95
1.04
.2
400
•6.90 2.45
1.14
.31
420
- 2.6g
2.92
1.25
.34
440
3.18
1.35
.37
- - 3:44
1:46-
480
"
3-70
1.58
.43
.500
1.89
.52
550
2.22
.61
600
2.58
.71
650
2.96
.81
700
3.36
.93
750
3.78
1.04
800
4.24
1,17
850
Table based on Hazen=wltiams
4.71
1.30
900
950
equation' Cw = 150
5.21
1.44
5.73
1.58
1000
i% To find friction Read loss in
1050
PVC pipe having a standard
1
1100
dimension ratio other than 21.
188
-
1150
the values in the table should
05
2.21
1200
be., multiplied by the
2.21
2.39
1250
appropriate conversion faclar
2.57
1300
(F) shown below:
2.76
1350
1400
1450
1500
1600
1700
1800
1900
2000
2.95
3.16
3.35
Loss below bold line indicates velocities in excess of 5 leet per second.
Velocities which exceed 5 feet per second are not recommended.
Page 2
.10
.10
.11
-.12
.14
,15
.18
.21
.24
.28
-.32
.36
.40
.44
A9
.54
.59
.65
.70
.76
• .82
.88
.95
1.01
1.0B
1.15
1.30
1.45
1.62
1.79
1.97
.060
.083
.096
.110
.125
.141
.158
.175
.194
.213
.233
.254
.276
.298
.322
.346
.371
.397
.423
.451
.506
.568
.632
.698
.767
.840
2.113
J

Some epoxy coated fittings J
be fabricated in almost any configuration• pipe to steel
clude stacks and hydrants as a[tontegiriectppVC plasticfitting-
ini
Occasionally it may be necessaryith called a
or CA pipe. This connection can ibelmadevw sacan ube�suopl.ied with
transition or repair coupling.
connections to gasket pipe -
for
Thrust blocking
is required for t pipe• hfost thrust blocks
will be concrete.. t4anufacturern 100.- Figuretlrgiveslankexamples at yof
change=in: direction.great�eriban 1 --- — -- -
different arrangements for thrus b=-63o^S-
f i�furr' f . f.r.driEple of for f11ruSt 1)1oc1,s.
9

a
,y
Figure 2. Arichor3ce-blocks.=for-in-aJ-ne--valves.to
-.-.--.
-
Table 1 is the forces encountered
at end plugsate
multiply the figure in
forces encountered at bends,
tees and wyes,
i Tabi a 2.
Table 1 by the factors given.-
, n
Table
1. Thrust•W
at End
Plugs
Thrust in
Ius. for
test ressure
in si
Pipe Diameter
106 PSI
150 PSI
200."PSI
250 PSI.
inches
�.
1 -..
295
440
,500
740
1140
455
680
910
21,
660
985
990
1480
1320.
1970
1650
.2460
3
.4
1820
2720
.3630
4540
6
3740
A-90-
5600
9740
7460
13,000
9350
16,200
8
10
10,650
16,000
21,,300-..----
30,200
26,600
37,8`.0
12
15,150
20,600
22,700
30,800
41,100
51,400
14
16
26,600
39,800
53,100
66,400
-6-

Table. 2. _ Factors .for Calculating Thrust W for
F? bows' -an• d- Tees ''
El bows: 900 = 1.41 Tees = 0.70 1-
600
30° _ 0.52
Tabl e:'3 gives the safe bearing load for different -soil types. -
Tab]e 3. Safe 86aring Load
Soil
Mulch, peat and similar
Soft Clay
Sand
Sand and gravel
Sand- -and-.:9r-avz1 .cemented__
with clay
Hard -shale
lb/ft2
0
1000 0 � v
2000
3000
—9000
10,000
Thrust block area(ft2) _- 14 _ Thrust (Table 1 & Table 2)
:F Soil 5earing strength (Table 3).
In plecing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure that the correct size thrust blocks are
bei_ng used.
There are a number of machines that can, be used to prepare the
trench for PVC plastic pipe. Soil types, moisture content, depth of
trench required and type and diameter of pipe must be considered_
Generally chain trenches, wheel trenches,-backhoes, or vibrating plows
will be used -for trench preparation. The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diametet of pipe._ Under most conditions the chain- trencher or wheel
trencher will be faster than the backhoe . Where wide trenches -.for .large
Pipe are required, the backhoe will be most satisfactory. If soil
conditions, permit, long stretches of open trench will expedite pipe
installation- However, if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in.the line at obstructions,
trenches should be curved within li!nits of curvature of the pipe.
-7-