820597_Permit Renewal Application 2019_20190410

RECEI�D/N�p�t/Q
State of North Carolina YVR
Department of Environmental Quality
Division of Water Resources
APR 2019
Animal Waste Management Systems P4011i Wawa
ul
ly
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1.
Farm Number: 82-0597
Certificate Of Coverage Number:
AWS820597
2.
Facility Name: Paul Stanley Nurseries
3.
Landowner's Name (same as on the Waste Management
Plan):
Paele Coro
4.
Landowner's Mailing Address: 10023 Willard Rd
City: Willard
State:
NC Zip:
28478
Telephone Number: 910-271-3039 Ext.
E-mail:
5.
Facility's Physical Address: 10023 Willard Rd
City:- Willard
State:
NC Zip:
28478
6.
County where Facility is located: Sampson
7.
Farm Manager's Name (if different from Landowner):
8.
Farm Manager's telephone number (include area code):
9.
Integrator's Name (if there is not an Integrator, write "None"):
Murphv-Brown LLC
10.
Operator Name (OIC): e or
4J
W
Phone No.:
OIC #: i64 7 —
11.
Lessee's Name (if there is not a Lessee, write "None"):
t�
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Wean to Feeder
Operation Types:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Allowable Count
5,200
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers

ROY COOPER
Governor
MICHAEL S: RE, GAN
Secrerfiry
LINDA CULPEPPER.
Dimfor
"r r
ryTW rlwy •�'
NORTH CAROLINA
Environmental Quality
February 27, 2019
Pagle Corp
Paul Stanley Nurseries
10023 Willard Rd
Willard, NC 28478
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee-
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at hh ps://d2g.nc.eov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permits, you must submit an application for
Hermit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed, signed and returned by April 3, 2019.
Please note that you must include one (1) cony of the Certified Animal Waste Management Plan tCAWMPI with the
completed and si ned anylication form. A list of items included in the CAWMP can be found on ease 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820597
Murphy -Brown LLC
NortkCaro "DeDartmeitofErwroarrsrtta Qnua ty DvsorofWatsrRssnr�s
512 N. Sa sbun� 3t. I IEZE Ma Sawn= Ceiter I Ra tight North Caro �a 27893-1S3£,
�� Rla.707.J°DOO

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
2
w
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most reccnt Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation,_injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]
IECEIVEDINCCECIOWR
APR 0 9 2019
'Waterclua►o
I0

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a pr' c1, exec ive officer of the corporation):
Name: IA �� 1�1 2�' LJ Title:
Signature: Date:
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Q Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
r7Rendering at a rendering plant licensed under G.S-. 106-168.7. A'-
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by -the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
Q a In the case. of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
a Any method which; in the professional opiniorwof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must.be attached).
71 Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. ,The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be4done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
dial temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Cf\vner/Manager
Signature oflechnical Specialist
Date
r
Date

4/3/2019
Willard Rd
Willard Rd - Google Maps
S ^OL " s h '1
Imagery 02019 Google, Map data 02019 Google 500 ft
https://www.google.comlmapslplacelW illard+Rd,+North+Carolina/@34.6899818,-78.1547736,1190mldata=!3m 1! 1 e3!4m5!3m4! 1 sOx89abd23a8bl8da... III

PRODUCER:
LOCATION:
TELEPHONE:
TYPE OPERATION:
NUMBER OF ANIMALS
(Design Capacity)
WASSTE. -UTILIZATION PLAN
Paul Stanley Nurseries 1 &2
10023 Willard Rd. Willard, NC 28478; Sampson County
910-540-2334
Wean - Feeder
5200
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
Page 'I

ATE 11TILli�►TION PLAN `;. `'
1�Y S:.. ,.,.h,�; , �a;ri .:i ".:_...
Amount of Waste Produced Per Year (4allons. ft. tons.. etc.:
5,200 animals X 0.42 (tons) waste/anima!/year =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
5,200 animals X 0.48 lbs. PAN/animal/year =
Guide Std. 633)
2,184 (tons) waste/year.
2,496 ibs. PAN/year. (PAN from N.C.
Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs.Acres Lbs. N Month of
:9 Nn_ TvnP Per Acre Utilized ADDlication Pull
T8716
1
GoA
Corn
156
4.65
725.4
March - July
1 a,1 b
T8716
1
GoA
Wheat
129
4.65
599.85
Sept - April
la,lb
T8716
2
GoA
Soybeans
140
3.24
453.6
June - Sept
2a,2b
'8716
3
GoA
Corn
156
5.50
858
March - July
3a,3b,4,5
T8716
3
GoA
Wheat
129
5.50
709.5
Sept -April
3a,3b,4,5
T8716
4
GoA
So beans
140
4.08
571.2
June - Sept
6,7
"Year X"
3917.55
T8716
1
GoA
Soybeans
140
4.65
651
June - Sept
1+
T8716
2
GoA
Corn
156
3.24
505.44
March - July
2,1Zv.
T8716
2
GoA
Wheat
129
3.24
417.96
Sept -April
2: zw
T6716
3
GoA
Soybeans
140
5.50
770
June - Sept
3a,3b,4,5
T8716
4
GoA
Corn
156
4.08
636.48
March - July
6,7
T8716
4
GoA
Wheat
129
4.08
526.32
Sept - April
6,7
"Year Y"
3507.2
Total 91.4I
*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 vie,_ld expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen. \
Page 2

`rjq y"' 2� - ' J- ',i 3+=.A. f ��1� � �-w rs,>c Y•g,S,j ' V A
h� war % rr A _
Table 2. ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 21)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
ft No_ Tvne Per Acre* Utilized Application
R See footnote for Table 1
Total
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 17.47 3,507
Table 2 0.00 -
Total 17.47 3,507
Amount of N Produced 2,496
Surplus or Deficit 1,011
NOTE. The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

WASTE UTCLtZATQ.N PT AM
See attached map showing the fields to be used for the utilization of waste water.
Field
Soil Type
Application of Waste by Irrigation
Crop
Application
Application
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation *see lagoon desicn.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation: This plan is written as a two year rotation of com, wheat and soybeans.
Risidual Nitrogen has been deducted from the wheat rate in each field. The acres shown are
wetted' acres.
Page 4

WASTE, UILIZATION.'PLAN.
WASTE UTILIZATION PLAN AGREEMENT
Name of Faun: Paul Stanlev Nurseries 1 &2
Owner/ Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste .treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of animal
waste from this system to surface waters of the state from a storm event less severe than
the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm office and at
the office of the local Soil and Water Conservation District and will be available for review by
DEM upon request.
Name of Facility
(Please print)
Paul Stan
Signature: , Date:tj
Name of Manager (If different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) Toni W. Ki
Affiliation: Murphv - Brown
Address (Agency): P.O. Box 856
Warsaw, NC 28398
I�oAk 'L" ),� r
Signature: Date:
08/06/2003
Page 8

e�s.��r ...�� ,,.,r t ;� `� 1 s � • Ma
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order to control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen_
Page 5

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

REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. germs and structures should be inspected regularly for evidence of
erosion, leakage or discharge.
18 if animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre -plant with no further applications animal waste
during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
RECENE0I14CCECt0WR
APR 0 9 2019
waterWity Page 7
Regiornt finer"!109 Section

'EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) cc kt;)M5 ' 3q OcJ
EMERGENCY MANAGEMNE T SERVICES (EMS) - 2ffl G
SOIL AND WATER CONSERVATION DISTRICT (SWCD) --
NATURAL RESOURCES CONSERVATION SERVICE (MRCS)
COOPERATIVE EXTERSION SERVICE (CES) _--11
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen_ This plan should be posted in an accessible
location for all' employees at the facility. The following are some action items you should
take.
'1. Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Cali a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from the embankment -to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls -and lagoon
bottom as soon as possible.
ill

2. Assess the extent of the spin and note any obvious damages.
a. Did the waste. reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should incfude: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
MRCS office for adviceftechnicai assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contac,r the contractor of your choice to begin repair or problem to minimize off -
site damage.
a.
b.
G.
Contractors Name:
Contractors Address:
Contractors Phone:
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name,
facility number, telephone number, the details of the incident from item 2 above, the
exact location of the facility, the location or direction of movement of the spill, weather
and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Family Farms
b. Contractors Address: P.O. Box 759. Rose Hill. NC 28458
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 289 - 2111
Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause
BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
(✓) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
() 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 Decaying vegetation
(✓)Maintain vegetative control along banks of
Vegetative Growth
lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundments perimeter.
(Dry Systems)
Feeders Feed Spillage
() Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
O Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer: 15-30 day interval during winter).
Feed Storage Accumulation of feed (} Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC -- November 11, 1996
10

Dry Manure Handling
Systems
Accumulations of animal
wastes
(} Remove spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
(} Provide for adequate drainage around manure stockpiles
(} Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner ! integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
--
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC -- November 11, 1996
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
BMP's to Minimize Odor Site Specific Practices
Cause
Farmstead
Swine production
(✓)Vegetative or wooded buffers:
(✓)Recommended best management
practices;
(V)Good judgment and common sense
Animal body
Dirty manure
( )Dry floors
surfaces
covered animals
Floor surfaces
Wet manure -covered
(.-)Slotted floors;
(✓)Waterers located over slotted floors;
floors
(✓)Feeders at high end of solid floors:
(V)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection
Urine
(V)Frequent manure removal by flush, pit
pits
recharge or scrape
Partial microbial
( )Underfloor ventilation
decomposition
Ventilation Volatile gases (✓)Fan maintenance;
exhaust fans Dust (✓)Efficient air movement
Indoor surfaces Dust (+-,')Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks
Flush alleys
Pit recharge
points
Lift stations
Outside drain
collection or
junction boxes
End of drain
pipes at lagoon
Agitation of recycled
lagoon liquid while tank
are filling
Agitation during waste
water conveyance
( )Flush tank covers
s ( )Extend fill lines to near bottom of tanks
with anti -siphon vents
( )Underfloor flush with underfloor
ventilation
Agitation of recycled
lagoon liquid while pits
are filling
Agitation during sump
tank filling and drawdown
Agitation during waste
water conveyance
Agitation during waste
water
Lagoon surfaces Volatile gas emissions
Biological mixing
Agitation
Irrigation sprinkler High pressure agitation
nozzles Wind draft
AMOC -- November 11, 1996
( )Extend recharge lines to near bottom of
pits with anti -siphon vents
( )Sump tank covers
( )Box Covers
( )Extend discharge point of pipes
underneath lagoon liquid level
(✓)Proper lagoon liquid capacity
(✓)Gorrect lagoon startup procedures
( )Minimum surfacee area -to -volume ratio
(,-')Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
(V)Irrigate on dry days with little or no wind
(.,)Minimum recommended operation pressure
(✓)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
12

Storage tank or
basin surface
Partial microbial
decomposition Mixing while
filling Agitation when emptying(
)Bottom or midlevel loading T
)Tank covers
)Basin surface mats of solids
)Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure, slurry or Agitation when spreading
sludge spreader Volatile gas emissions
outlets
Dead animals Carcass decomposition
Dead animal Carcass decomposition
disposal pits
{ )Soil injection of slurryisludges
{ )Wash residual manure from spreader after use
( )Proven biological additives or oxidants
( )Proper disposition of carcasses
( )Complete covering of carcasses in burial pits
( )Proper location l construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water improper drainage
around facilities Microbial decomposition of
organic matter
Manure tracked Poorly maintained access
onto public roads roads
from farm access
Additional Information:
(✓)Farm access road maintenance
away from facilities
(✓)Farm access road maintenance
Available From:
Swine Manure Management 62 00 Rule I 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 TreatmentEBAE128-88NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers Assoc
Options for Managing Odor, a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Files; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been reviewed
With me.
owner Signature)
13

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. in particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
'Reprinted for Certification Training for operations of Anima/ Waste Management Systems Manual

OPERATION & MAEVrENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for berrnudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the Iand is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maainxin the lagoon close to the minimum liquid level as -long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods. _
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a Iagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes —look r. ook fo
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface --look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment —look for:
1. settlement, cracking, or "jug" holes
2. side slope stability —slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action_ If
wave action causes serious damage to a lagoon sidewalk baffles in the -lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam: If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon darn with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps --check for proper operation of.-
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE. Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your -pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of span:
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experu.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall. amount
(you must also be recording your rauifali for this to work). Knowing this should help in
planning irrigation applications and starage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
XAgoon Operadon
Startup:
I_ Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new Iagoon design treatment volume at least half full of water before
waste loading begins, tailing care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible nine extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4_ When possible, begin loading new lagoons in the spring to ma
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full.lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is rw mmended
if these conditions occur for prolonged periods, especially during the warm
season.
f ! f
The more frequently and regularly that wastewater is added to a lagoon, the betterthe
lagoon will function. Flush systemms that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

Practice water conservation --minimize building vrater usage and
spillage from leaking - waterers, broken pipes and washdown through
proper maintenance and wafter conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid. lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that'temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter..
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away froth the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or-vegetaiion,
molded feed, plastic syringes, or other foreign materials into the lagoon_
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 54 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a.
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

mproper lagoon sizing
haniccal solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
muumizina feed wastage and spillage,
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper agitator impeller
pump through large -bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper cart of lagoon by irrigation onto nearby cropland or
forageland; mix rernaining sludge; pump into liquid sludge applicator, haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dra_gine or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and strread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will- be -
limited by these nutrients as well as any previous waste applications to that field and crop
requirement Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Qose
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact- If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible -
Sludge removed from the lagoon has a much higher phosphors and. heavy metal content
than liquid. mouse of this it should probably be applied to land with lour phosphorus
and metal levels. as indicated by a soil test, and incorporated to reduce the chance of
erosion_ Note that if the sludge is applied to fields with very high soil -test phosphorus, it
should. be applied only at rates equal to the crop removal: of phosphorus. As with othc- -
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures -result in the unplanned discharge of wastewater from the structure- Types
of failures include leakage through the bottom or sides, ova=pping, and breach of the
data. A=wung proper design. and construction, the owner has the responsibility for
ur ensing structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure --an example is the placement of a pipe
in the dam without proper design and construction. (Consult;an expert in
lagoon design before pla=g any pipes in dams-)
Lagoon liquid levels --high levels.are. a safety ask.
Failure to inspect and maintain the dam -
Excess surface water flowing into the lagoon -
Liner integrity —protect from inlet pipe scouring, damage during sludge:
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water -will soon cause
gullies to form in the dam. Once this damage starts, it can quickly- cause a large discharge
of wastewater and possible dam failure.
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rator:S. DAMS:--'# f County: SAMPSON Date_ .12/19/94
Lance to nearest residence (other than per). '6.a feet
AV `RGE LIVE WEIGHT
(ALW)
sows (farrow to
finish)
x 141.7
lbs. =
0
lbs
0 sows (farrow to
feeder)
x 522,Ibs.
=
0
lbs
head (finishing
only.)
x 135
lbs. =
0
lbs
0 sows (farrow to
wean)
x 433
lbs. _
0
lbs
2600 head (wean to feeder)
x 30
lbs. =
78000
lbs
Describe other :
0
Total Average Live Weight = 78000 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
11
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet)
Inside top width (fleet)
Top of dike elevation (feet)
Bottom of lagoon elevation (feet
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidal formula
130.0
190.0
106.0
96.0
1.0
3.0 : 1
SS/EHDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3_0 3.0 3.0 124.0 184.0 9.0
AREA OF TOP
LENGTH * WIDTH =
124.0 184.0
AREA OF BOTTOM
LENGTH '* WIDTH =
70.0 130.0
AREA OF .MIDSECTIOM
LENGTH * WIDTH * 4
97.0 157.0
22815 (AREA OF TOP)
9100 (AREA OF BOTTOM)
60915 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
22816_0 6C9i6.0 9100.0 1_6
Total Designed Volume Available = 139248 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
130.0 190.0 24700.0 square feet
Buildings (roof and lot water)
0.0 square feet
TOTAL DA 24700.0 square feet
Design temporary storage period to be
5A. Volume of waste produced
Describe this area.
180 days.
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 78000 lbs. ALW/135 lbs. ALW - 1.37 gal/day 180 days
Volume = 142480 gals_ or 19048.1 cubic feet
58. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water- used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 186 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in - DA / 12 inches per foot
Volume = 14408.3 cubic feet

Volume of 25 year - 24 hour storm
Volume = .7.5 inches / 12 inches per foot I DA
Volume = 15437.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
19048
cubic
feet
58_
0
cubic
feet
sc.
14408
cubic
feet
50.
15438
cubic
feet
TOTAL 48894 cubic feet
SUMMARY
Temporary storage period
)
180
days
Rainfall in excess of evaporation
)
7.0
inches
25 year - 24 hour rainfall--
7.5
inches
)
Freeboard
--)
1.0
feet
Side slopes
3.0
: 1
Inside top length
--_-)
130-0
feet
Inside top width
)
190.0
fleet
Top of dike elevation
== )
106.0
feet
Bottom of lagoon elevation
)
96.0
feet
Total required volume
)
126894
cu- ft-
Actual design volum
----)
139248
cu_ ft.
Seasonal high watertable elevation
(SHWT)—)
0.0
feet
Stop pumping elev.
102.2
feet
--)
Must be ) or = to the SKWT elev.
)
0.0
feet
Must be ) or = to min. req. treatment
el.—)
102.0
feet
Required minimum treatment volume
)
78000
cu. ft_
Volume at stop pumping elevation
)
82344
cu_ ft.
Start pumping elev.
104.0
feet
)
Must be at bottom of freeboard &
25 yr. rainfall
Actual volume less 25 yr, 24 hr_
rainfall=)
123811
cu. ft.
Volume at start pumping elevation
)
117344
cu_ ft.
Required volume to be pumped
)
33465
cu. ft.
Actual volume planned to be pumped-
-- ---)
35000
cu. ft.
Min. thickness of soil liner when
required=)
11.55
/feet
DESIGNED BY: �o APPROVED BY N `
DATE: Ay�Zi���
DATE-
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

LAGOON SITE SOILS INVESTIGATION
r,ROJECT: 57-oAr--r- j2Av,5 Srrr -k-, Z- COUNTY. SQn?P3�
FIELD INVESTIGATION BY: 1,10 DATE:
BORING
DEPTH WT
SCALE v
SITE SKETCH
s1� W-
1
BORING NUMBER AND PROFILE
cL.4 N
CLr+Y
f,lwey loo.,
;ANAL e ray
"t m
a - fi,
0
GLR Y
f�NDY LDi7...
BORING / SAMPLING METHOD: 1'r_t,� !j �F- SIGNATURE: X�--L

�Oerator:S_ DAVIS -4*' Z County:
BLADEN
Date:
12/19/94
istance to nearest residence (other
than
owner):
0.0
feet
_ AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x
1417
lbs. =
0
lbs
0 sows (farrow to feeder)
x
522
lbs_ =
0
lbs
head (finishing only)
x
135
lbs. =
0
lbs
0 sows (farrow to wean)
x
433
lbs. -
0
lbs
2600 head (wean to feeder)
x
30
lbs. -
78000
lbs
Describe other :
0
Total Average Live Weight = 78000 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs- ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet)
Inside top width (feet) ----
Top of dike elevation (feet)
Bottom of lagoon elevation (feet) - --
Freeboard (feet) -—
Side slopes (inside lagoon) -
Total design volume using prismoidal formula
290.0
91.0
108.0
98.0
1.0
3.0 : 1
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 284.0 85.0 9.0
AREA OF TOP
LENGTH ' WIDTH =
284.0 85.0
AREA OF BOTTOM
LENGTH 'k WIDTH =
230.0 31.0
AREA OF MIDSECTION
LENGTH -* WIDTH "' 4
257.0 58.0
24140 (AREA OF TOP)
7130 (AREA OF BOTTOM)
59624 (AREA OF MIDSECTION - 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/G
24140-0 59624.0 7130.0 1.5
Total Designed Volume Available = 136341 CU. FT_

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length* Width =
290.0 91.0 26390.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 26390.0 square feet
Design temporary storage period to be 180 days.
E. `-lume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 78000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 142480 gals. or 19048.1 cubic feet
. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 15394.2 cubic feet

0. lume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * GA
Volume = 16493-8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
19048
cubic
feet
5B.
0
cubic
feet
5C.
15394
cubic
feet
50.
16494
cubic
feet
TOTAL 50936 cubic feet
SUMMARY
Temporary storage period== ---
>
180
days
Rainfall in excess of evaporation-- --
)
7.0
inches
25 year - 24 hour rainfall=- -- --
>
7.5
inches
Freeboard ----- __- -
1.0
feet
Side slopes --_- --- - -_-_--
}
3.0
: 1
Inside top length--- ---
)
290.0
feet
Inside top width- ----- --
—)
91.0
feet
Top of dike elevation--
>
108.0
feet
Bottom of lagoon elevation
=>
98.0
feet
Total required volume
=>
128936
cu. ft.
Actual design volume--- =- ----
)
136341
cu_ ft.
Seasonal high watertable elevation (SHWT)=>
102.0
feet
Stop pumping elev_ _
-)
104.4
feet
Must be } or = to the SHWT elev_ =-
---i
102.0
feet
Must be > or = to min. req_ treatment el.=)
104_0
feet
Required minimum treatment volume - ---
)
78000
cu. ft_
Volume at stop pumping elevation ------>
80849
cu_ ft.
Start pumping elev.
>
106_2
feet
Must be at bottom of freeboard & 25 yr.
rainfall
Actual volume less 25 yr.- 24 hr_ rainfall=>
119847
cu_ ft.
Volume at start pumping elevation-
)
117731
cu. ft.
Required volume to be pumped = ---> ->
34442
cu. ft.
Actual volume planned to be pumped
)
36882
cu. ft.
Min_ thickness of soil liner when requireddf>
1_5
feet
DESIGNED BY: APPROVED BY:C�"/�
DATE: Iz-t VIC* DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

LAGOON SITE SOILS INVESTIGATION
—
.ROJECT: Srr�rH rL r COUNTY: �rlr1o.J
FIELD INVESTIGATION BY: �,.i DATE: /97
SITE SKETCH
•'-
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it-%Gaay.3
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1
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BORING
I
DEPTH
WT
BORING NUMBER AND PROFILE
SCALE
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BORING 1 SAMPLING METHOD: �� SIGNATURE:; ���