400050_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
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: 40-0050 Certificate Of Coverage Number: AWS400050
2. Facility Name: Rachel Move Farms
3. Landowner's Name (same as on the Waste Management Plan): Rachel I Move
4. Landowner's Mailing Address: 2836 Ormondsville Rd
City: Auden State: NC Zip: 28513-9605
Telephone Number: 252-746-6356 Ext. E-mail: matandtaysma a,embargmail.com
5. Facility's Physical Address: 2836 Ormondsville Rd
City: Ayden State: NC Zip: 28513
6. County where Facility is located: Greene
7. Farm Manager's Name (if different from Landowner): Rachel I Move
8. Fann Manager's telephone number (include area code): . a Sa • S3 1 ' I 1 i
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Rachel I. Move Phone No.: OIC #: 16605
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 3,840
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

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 143-215.6B, 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 principalrnexecutive officer of the corporation):
Name: L 1\ C-\ t 1 b e Title:
Signature: —Q 0 c, Date: 3- 1 3- J 9
Name: Title:
Signature: Date:
Name: Title:
Signature: 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

Nutrient Management Plan For Animal Waste Utilization
08-26-2014
This plan has been prepared for:
Rachel Moye Farms Inc
Rachel Moye
2836 Ormondsville Rd
Ayden, NC 28513
252-746-6356
This plan has been developed by:
Eve H. Honeycutt
N C Cooperative Extension
Lenoir County Center
1791 Hwy 11/55
Kinston, NC 28504
252-527-2191
Develop
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner)
Date
Ata e 023- /7
Signature (manager or pro cer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
& 2.(0 •) c-i'
Date
Preview Database Version 4.1 Date Printed: 08-26-2014 Cover Page 1

ROY COOPER 1 „ r
Governor
MICHAEL S. REGAN .
Secretary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
Rachel I Moye
Rachel Moye Farms
2836 Orntondsville Rd
Ayden, NC 28513-9605
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 https://deq.nc.gov/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
permit 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) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 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.
Enclosures
cc (w/o enclosures):
Sincerely,
�Ir
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Washington Regional Office, Water Quality Regional Operations Section
Greene County Soil and Water Conservation District
AFOG Section Central Files - AWS400050
Murphy -Brown LLC
DE NorthCaro,naDeoartrnentof-envronrr.entaQuaty1 DivisonofWater9esaurces
512 N. Sa. st,ury St. 1 l c Ma Sery r_ Center 1 Ra eh, North Oar• na 27c8$1 .3c
— = ' 919.707 .9000

WASTE UTILIZATION PLAN
North Carolina Cooperative Extension Service
Wednesday, December 22, 1999
Producer : `Rttc- -'E-1 11\r i .-
Farm Name : E W '_ t 1 iJ\1
AY-Bcw,RIc 28513
Telephone # : [phone]
Type of Operation : Feeder to Finish Swine
Number of Animals : 3840 hogs design capacity
Application Method: irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is the
manner in which you have chosen to apply your waste. If you choose to inject the waste in
the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating waste
are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1 of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
3840 hogs X 1.9 tons waste/hogs/year = 7296 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
3840 hogs X 2.3 Ibs PAN/hogs/year = 8832 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD
SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE N/ACRE N/ACRE USED TIME
1372
1
NORFOLK 0-2%
BH
6.1
305
0
7.55
2302.75
AF
1372
1
NORFOLK 0-2%
SG
1
100
0
7.55
- 755
E N
1372
2
NORFOLK 0-2%
BH
6.1
305
0
5.4
1647
AF
E N
M/
E N
AF
E N
1372
- 2
NORFOLK 0-2%
, SG
1
100
0
5.4
540'
1372
3
NORFOLK 0-2%
BH
6.1
305
0
3.75
3.75
5.45
5.45
1143.75
375
1662.25
545
1372
- 3
NORFOLK 0-2% if-1 ,t1` f
SG
1
6.1
100
305
100
0
0
0
1372
4
NORFOLK 0-2% 5 1
BH
1372
- 4
NORFOLK 0-2%
SG
1
TOTALS: 8970.75
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
R-SEP
ARRATI
R-SEP
ARRATI
R-OCT 4.
ARRATI
R-SEP
ARRATI
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
n_'
Page 2 of 9

TABLE 2 : ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
— Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP
BH I HYBRID BURMUDAGRASS-HAY
SG I SMALL GRAIN OVERSEEDED
UNITS LBS N/UNIT
TONS 50
AC 50
Page 3 of 9

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 22.151 8,971 I
TOTALS: 22.15r 8,971j
AMOUNT OF N PRODUCED: 8,832
*** BALANCE -139
*** This number must be Tess than or equal to 0 in order to fully utilize the animal waste
N produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in the
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 1420.8 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.7 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE (in/hr) AMT (inches)
H1372 -1, -2, -3, -4 NORFOLK 0-2% SG 0.50 *1
1372 1, 2, 3, 4 NORFOLK 0-2% BH 0.50 *1
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4 of 9

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, 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
Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference -
Environment file for guidance.)
*7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order to control conditions conducive
to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
Page 6 of 9

the outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste
other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soils shall be monitored and alternative crop sites
Page 7 of 9

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

NAME OF FARM: ERVIN WOOD AND SON
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: ERV N WOO
-'�
D
L
SIGNATURE: � �. � d�.x. (DATE: ; -- j7) -- 0 (�
NAME OF MANAGER (if different from owner):
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: BRIAN TINGEN
AFFILIATION: GREENE SWCD
ADDRESS (AGENCY): 3 PROFESSIONAL DR. SUITE D
SNOW HILL, NC 285801332
(252) 74 5
SIGNATURE:
DATE: /Z -22
Page 9 of 9

REVISED
Plan Amendment to Include S&WCC Chronic Rainfall Practices and Standards through March 31, 2000
This revised plan amendment only applies when a S&WCC Chronic Rainfall Plan Amendment was completed by December 31, 1999.
101A Discontinue use of previous plan amendment and revert to original CAWMP (skip to Facility Number).
- B [J Revise previous plan amendment. -
102 If new spray fields (including cropland, woodland or additional crops) were added in the S&WCC Chronic Rainfall Plan
Amendment, they may continue to be used after March 31 only if they are incorporated into the CAWMP by March 31,
2000. In no instance may waste be applied to hardwoods or pines that are located in jurisdictional wetlands or within 50
feet of a perennial or intermittent stream.
1031 The PAN application amount for small _rains and winter grasses to be harvested is limited to agronomic rates and is as
follows (add additional pages as necessary). The rate may not exceed 120 lbs per acre unless additional data and
documentation from a designated Technical Specialist that supports a higher rate is attached. In no event may the rate
exceed 150 lbs per acre:
Field ID Crop Type
Soil Type PAN Rate
104 Waste applied during the period between January 12, 2000 and March 31, 2000 must be tested at least within 30 days of the
date of application, and as close to the date of application as practical.
105 This revised plan amendment supersedes the Plan Amendment to Include S&WCC Chronic Rainfall Practices and
Standards through March 31, 2000 dated 11/10/99 and applies on and after 1/12/2000.
By signing this plan amendment, the Facility Owner / Manager agrees to operate consistent with all conditions in the Soil and Water
Conservation BMPs for Animal Waste Management Systems Impacted by Hurricanes Dennis. Floyd. Irene and other Chronic Rain
Events, as revised January 12, 2000.
Facility Number
e►+lr L \1, cci")
Facility Owner / Manager Nanie (PRINT)
Faci ity Owner / Manager Signature '—
Date ZC t
Y674 11,1fi) kit) SC.`I
Facility Name
Technical Specialist Name (PRINT)
Date
Technical Specialist Si
t c �3 Zcc cc
This revised plan amendment must be attached to the original "Plan Amendment to Include S&WCC Chronic
Rainfall Practices and Standards through March 31, 2000" with the on farm records, at the local Soil and
Water Conservation District Office, and a copy mailed to the Division of Soil and Water Conservation —
ENR, 1614 Mail Service Center, Raleigh, NC 27699-1614 by February 15, 2000.
Certified as agronomic rates in accordance with items r4 and 6 of the Soil and Water Conservation BMPs for Animal Waste Management
Systems Impacted by Hurricanes Dennis, Floyd, Irene and other Chronic Rain Events, revised January 12, 2000
t ii :i�nnn

NUTRIENT UTILIZATION PLAN AMENDMENT
Facility No: 40-050
Grower(s): Rachel Moye
Farm Name: Rachel Moye Farm
County: Greene
CCOOPERATIVE
_ EXTENSION
Permit Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
3840 Feeder to Finish
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
At the recommendation of the Interagency Nutrient Management Committee
(INMC), the 1217 committee has approved a modification to the 100 Ib.
Bermuda winter overseed application methodology. This modification
updates the application window protocol for the 100 Ib. nitrogen PAN rate for
both Cereal Rye and Annual Rye, as well as winter small grains. The updated
application window protocol is:
Farms utilizing the 100 lbs./ac PAN rate for the overseed are allowed to apply
no more than 50 lbs./ac PAN from October 1 through December 31 and no
more than 50 lbs./ac PAN from January 1 through March 31.
Applications made during the months of December and January cannot exceed
the combined total of 25 lbs./ac PAN for the two -month period.
The last application of animal waste is to be applied to the Bermuda crop prior
to September 30.
The PAN rate for grazed systems must be reduced by 25%.
All other requirements of the July 13, 1998 Memorandum continue to
apply. This rate/method is available for implementation immediately.
Grower Signature:
Date
NrtC *5.
Name of Technical Specialist: Eve H. Honeycutt
Affiliation: NC Cooperative Extension - Lenoir County
Address: 1791 Hwy 11/55
Kinston, NC 28504
Telephone: [phone]- mobile
NCSIXIE
m
Signature:
12/28/17
Date

USDA United States
Department of
MOM Agriculture Greene County, North Carolina
Farm 4501
Tract 1372
2019 Program Year
CLU
Acres
HEL
Crop
1
7.21
NHEL
2
10.39
NHEL
3
11.23
NHEL
4
0.53
NHEL
11
10.71
NHEL
Noncropland
12
0.12
NHEL
Noncropland
13
5.63
NHEL
Noncropland
Page Cropland Total: 29.36 acres
Map Created October 19, 2018
Base Image Layer flown in 2016
Common Land Unit
Cropland
Non -Cropland
=Tract Boundary
Wetland Determination Identifiers
• Restricted Use
V Limited Restrictions
Exempt from Conservation
▪ Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership; rather it depicts the information provided directly from the producer and/or the NAIP imagery. The producer
accepts the data 'as is' and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size, shape, or specific determination of the area. Refer to your original determination (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS.

Swine Farm Waste Management Odor Control Checklist
Source
Farmstead
Cause
• Swine production
BMPs to Minimize Odor
O Vegetative or wooded buffers
Recommended best management practices
El Good judgment and common sense
Site Specific Practices
Animal body
surfaces
• Dirty manure -covered
animals
Floor surfaces
• Wet manure -covered floors
O Dry floors
`74 Slotted floors
O Waterers located over slotted floors
O Feeders at high end of solid floors
O Scrape manure buildup from floors
O Underfloor ventilation for drying
Manure collection • Urine
pits
• Partial microbial
decomposition
Frequent manure removal by flush, pit recharge,
or scrape
O Underfloor ventilation
Ventilation exhaust • Volatile gases
fans
• Dust
O Fan maintenance
Efficient air movement
Indoor surfaces
• Dust
Washdown between groups of animals
O Feed additives
O Feeder covers
O Feed delivery downspout extenders to feeder
covers
Flush tanks
Flush alleys
• Agitation of recycled lagoon
liquid while tanks are filling
El Flush tank covers
O Extend fill lines to near bottom of tanks with
anti -siphon vents
• Agitation during wastewater O Underfloor flush with underfloor ventilation
conveyance
AMOC - November 11, 1996, page 1

Swine Farm Waste Management Odor Control Checklist
Source
Pit recharge points
Cause
• Agitation of recycled lagoon
liquid while pits are filling
BMPs to Minimize Odor
Extend recharge lines to near bottom of pits with
anti -siphon vents
Site Specific Practices
Lift stations
• Agitation during sump tank O Sump tank covers
filling and drawdown
Outside drain
collection or junction
boxes
• Agitation during wastewater
conveyance
El Box covers
End of drainpipes
at lagoon
• Agitation during wastewater
conveyance
O Extend discharge point of pipes underneath
lagoon liquid level
Lagoon surfaces
• Volatile gas emissions
• Biological mixing
• Agitation
Irrigation sprinkler
nozzles
• High pressure agitation
• Wind drift
Proper lagoon liquid capacity
O Correct lagoon startup procedures
O Minimum surface area -to -volume ratio
O Minimum agitation when pumping
O Mechanical aeration
O Proven biological additives
11. Irrigate on dry days with little or no wind
0 Minimum recommended operating pressure
O Pump intake near lagoon liquid surface
O Pump from second -stage lagoon
Storage tank or
basin surface
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
Bottom or midlevel loading
Tank covers
Basin surface mats of solids
Proven biological additives or oxidants
AMOC - November 11, 1996, page 2

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
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 be at 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.
Rendering at a rendering plant licensed under G.S. 106-168.7.
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.
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).
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 by the State Veterinarian must be attached).
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 be done 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
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
i 1
__A • / ) )
Signature of Farm Owner/MaEager
hnical Specialist
Date
j i Ci
Date

Swine Farm Waste Management Odor Control Checklist
Source
Settling basin surface
Cause
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
BMPs to Minimize Odor
O Extend drainpipe outlets underneath liquid level
Remove settled solids regularly
Site Specific Practices
Manure, slurry, or
sludge spreader
outlets
• Agitation when spreading
• Volatile gas emissions
O Soil injection of slurry/sludges
O Wash residual manure from spreader after use
O Proven biological additives or oxidants
Uncovered manure,
slurry, or sludge on
field surfaces
• Volatile gas emissions while
drying
O Soil injection of slurry/sludges
21;1 Soil incorporation within 48 hours
O Spread in thin uniform layers for rapid drying
O Proven biological additives or oxidants
Dead animals
• Carcass decomposition Proper- disposition of carcasses
Dead animal disposal • Carcass decomposition
pits
O Complete covering of carcasses in burial pits
O Proper location/construction of disposal pits
Incinerators
• Incomplete combustion
O Secondary stack burners
Standing water
around facilities
• Improper drainage
• Microbial decomposition of
organic matter
-
"tliGrade and landscape such that water drains away
from facilities
Manure tracked onto
public roads from
farm access
• Poorly maintained access
roads
Farm access road maintenance
AMOC - November 11, 1996, page 3

Additional Information:
Available From:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush —Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
NCSU, County Extension Center
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension
AMOC - November 11, 1996, page 4

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects
Feed storage • Accumulations of feed O Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
/1. Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas • Accumulations of animal O Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
O 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)
Dry manure handling
systems
• Accumulations of animal/ Remove spillage on a routine basis (e.g.,
wastes / 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
O Provide for adequate drainage around manure
stockpiles
CI Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
Site Specific Practices
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Flush gutters
Liquid Systems
• Accumulation of solids Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
O Remove bridging of accumulated solids at
discharge
Lagoons and pits • Crusted solids
j 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 to 8 inches
over more than 30 percent 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.
Dry Systems
Feeders • Feed spillage O Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
0 Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page 1

EMERGENCY ACTION PLAN
PHONE NUMBERS
Division of Water Resources (DWR)
Emergency Management System (EMS)
Soil and Water Conservation District (SWCD)
Natural Resources Conservation Service (NRCS)
� - gL15- v (),/:,
° s 'f
,7 b
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
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 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 or may not be possible.
Suggested responses to some possible problems are listed below.
a. Lagoon overflow -possible solutions are:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field -actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste pipes and sprinklers -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
1 November 23, 2016

d. Leakage from flush systems, houses, solid separators -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house, flush systems, or solid separators.
5) Repair all leaks prior to restarting pumps.
e. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks- possible action:
1) Dig a small sump or ditch away from the embankment to catch all seepage, put in
a submersible pump, and pump back to lagoon.
2) If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
3) Have a professional evaluate the condition of the side walls and lagoon bottom as
soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, 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 of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWR regional office, phone number: d ��...
L) L} ?a`6 Jv; After hours, emergency number: 1-800-858-0368. Your phone call should
include: your name, facility, 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 spill leaves property or enters surface waters, call local EMS, phone number: r .,,i
, '. Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension, phone number:
2 November 23, 2016

2) local SWCD office, phone number: L) .1 3 65.
3) local NRCS office, phone number: '`) 41. - S'-1 2
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: tk \I
b. Contractors Address:
c. Contractors Phone:,.
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer,
etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWR 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.
3 November 23, 2016

Yic, :1 ct to --'7eW -
���� Q Fry7 P.E. P.E. PIPE I.DO.D. in
PIPE . in
4/1�% p�`�tv - l b�� P.E. PIPE LENGTH Ft
WETTED LENGTH Ft
FRAME
GUN
3.54
3.02
9
II
NELSON SR 150
OVERALL LENGTH
OVERALL WIDTH
OVERALL HEIGHT
GROUND CLEARANCE
EMPTY WEIGHT
GROSS WEIGHT
PERFORMANCE TABLE
11'10"
7' 6 "
8' 4 "
11 "
4,092 Lbs
7.108 Lbs
90 ATTS 984
INLET
PRESS
PSI
107
1113
120
127
FLOW
IN
GPM
156
2
120 198
128 205
135 211
143 218
150 224
138 244
147 253
NOZZLE
SIZE
INCHES
0.97
1.08
1.18
NOZZLE
PRESS
PSI
70
75
80
85
90
95
70
75
80
85
90
70
75
DRIVE PULLEY SETTINGS
SPRAY
RANGE
Ft
1 1
54
159
p
16()
16t
16
170
172
170
173
STRIP
WIDTH
Ft
211
215
219
223
226
230
225
229
233
237
241
238
243
WETTED
AREA IN
ACRES
5.4
5.5
5.6
5.7
5.8
5.9
5.8
5.9
6.0
6.1
6.2
6.1
6.2
TURBINE PULLEY
GEARBOX PULLEY
SPEED OF P.E. PIPE PULL IN METERS/HOUR
SPEED OF P.E. PIPE PULL. IN FEET/HOUR
604
200
40 30 20 15 12
130 100 65 J 50 40
WATER APPLICATION IN INCHES
0.4 0.5
.6
0.4 0.6
0.4 0.6
0.4 0.6
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.6
0.7
0.7
0.7
0.7
0.8
0.8
0.7
0.7
0.7
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
1.0
1.0
1.3
1.3
1.3
1.3
1.4
1.5
1.5
112
50
50
60
5-) 4/i'
'c/
tea--- (2 //3 �S /
1.5
1.5
1.5
1.5
I.5
1.5
1.7
i.7
1.8
1.8
1.8
2.0
2.0
10
30
2.2
2.2
2.2
2.3
2.3
2.3
2.6
2.6
2.7
2.7
2.7
2.5 I 3.0
2.5 ! 3.1
1.8
1.8
1.9
1.9
1.9
1.S
2.2
2.2
2.2
2.2
2.3
'r m/m
rri/m.
7 1/633
7;',14 2 , 7//
/ J
:613,
/33 PT/.
/77 6,�
2, 7/ /if e� � 7#6rs/A�-��^

it BIG GUN® PERFORMANCE TABLES
100 SERIES BIG GUNS - 24° TRAJECTORY**
100 T TAPER BORE NOZZLES - U.S. UNITS
Nozzle Nozzle
P.S.I. GP.1.4 DIA. GPM DIA.
40 47 ." 191'6,1 titS.Zairldi2-02!;.
50 50 205' 64 215'
60:: 55 • .2156; at0024iggaz:E.-i:
70 60 22575 238'
80,.. 64., ,,. 2354i
90 68 245' 83 258'
100 72 .255g iztrarlam
110 76 2E15' 92 278'
'Available only with F100 & SR100.
Nozzle
6"
GPM DIA
74 225'
1,19, 11;.iislago:1
88 250'
100 270
Kto61e280Cr.
111 290'
100 R RING NO: ZLES - U.S. UNITS
Ring
.71; '
P.S.I. GPM DIA.
50 , 74 • :,220.14ii,
60 81 235' 8:1 'i.•:;31.1; 2251'11V4 A 'inariti,.1;...23014..t1t: ,;.‘Zit1;1.5',..249';.!...,.i'.
96 240'
.i1 70, 110 245' 125 260'
80 -8.8 ' :2.4.52.1'161 2"' laral'4,47.;',250'4UA i.41-1.1ilifir ',- 260'...2a, aC11.1.3.51:',276',.
90 94 255' 111 265' 127 275' 145 285'
100 105 270'
99 ' . :12652M giflEktniZ275:L.2 YL:',...?'::::1Z4.v_L`, • 285.- 72. :, ,:::.,1.0.4;.:.:,295' •,,,,, 124 280' 142 295' 162 305'
'The (flame!, of thro v is approx matey 3% less for the 21° trajectory an ale, ,'"', loss ; 1r 18°,
150 SERIES BIG GUNS - 24° -1RAJEC-!-ORY"
150 T TAPER BORE NOZZLES - U.S. UNITS
PS I
50.,
60
80
90
100
120
Nozzie
GPM DIA.
110 265'
• 120 : 26620,
128 290'
135 300°
143' 310'
150' 1'32,0S1
157 330'
Nozzle
.8"
GPM DIA.
150 R RINC NOZ•IES - U.S.
Rim_
.86"
P.S.I. 1.08'
GPM DIA.
20 24s1.44414:....139:..:...,;.',265.';:. , ,... - ,.,15P:1' ',:,:;• 85'.
__.
110 260' 143 280' 181z 00'
70 120 80 128 2701.a,li .):;;•:.',..'097 .:.., 110' .....] 280' 165 300' 210 120'
90
100 135. : 29OPPaili,;;(75 310 • ':'::,e. 223 ,i i,,,i'i'.,, 130::
)43 300'
110_1.4 185 320' 235 340'
120 150 - . - 3fs=lif:,194., .:_!.:.3_30,!..,::., :i ..2:g47. ,..'..; : 150f
157 315' 204 335' 258 '60'
'The diameter -of throw is approx mately 3% less for the 21° (rejector- am,
143 285'
1 300
165 310'
320,
185 330'
340
204 350'
Nozzle
GPM DIA
Nozzle
GPM DIA
_205
182 305' 225 325'
197132Q' .'
210 335' 260 355'
223, 345: .275,(,,. 305
235 355' 290 375'
‘'.305.11, , 385'
258 375' 320 395'
200 SERIES BIG GUNS - 27° TR,..JI OTOR
200 T TAPER BONE NOZZLES - U.S. UNITS
1.05"
P.S.I.GI • I DIA
70
90
110
120'
130
250 _345'
270 360
29,3 37,5'
31)7) 390'
.325 G2400'..47,
340 410'
355,1/.426'117
37n 425
Nozzle Nozzle
1.2"
GPM DIA. GPM DIA.
310 380'
WarISS396g13
350 410'
390 430'
.itt.taMitIt44.021;
425 445'
200 R RING NOZZ .ES - U.S. UNITS
Rir
9" act 11)
PS I G. .1 IA
'TS50 2 II:, , • : 25(
65. I 3 • : 10'
:70 2 '
80 .
• .:90 310
100 325 330'
110.. 3,111 )(bra&
120 35410'
Ring
.768"
GPM DIA.
Nozzle
.65"
GPM CIA.
.2a8Z411V1222c}i
87 235'
wszigia:25=
103 263'
=PC Ritagttit.
117 283'
reigalttri:'283AP.
129 303'
SII2a3304
355 395'
IVAEItaCiato.
405 425'
dirstatel&Da
445 450'
MYWOR4W0.M
485 465'
1 3/4" Ring
(1.46" actual)
GPM DIA.
Ring
.812"
GPM DIA.
Nozzle
GPM DIA.
littalt•eiZt&A
100 245'
120 275'
135 295'
150 315'
Nozzle
75"
GPM DIA.
115 256'
136 283'
155 306'
i163
171 324'
Ring
.857"
GPM DIA.
Ring
1.18"
GPM DI,.
1103.zle
GPM DIA.
130 265'
11.43.
155 295'
175 315'
195 335'
l.ozzli
GPM _ i.- i GP!3 Di-.
034 '6. 255' -.152 . 26:
150 273' 165 281.7
s1..164 : .•.:288' ,182 29.°
177 302' 197 .11.
.ii:189.1 ..1.'''.. 314' :210 32.1
201 323 223
f3212' '21115 235 11-11
222 2)) 3.4 ' ..
Ring
.895"
GPM DIA.
141 270'
163 300'
182 320'
+325'.
le
1
GPM DIA.
GP! DIA
164
177
189
•'201
21:,
• 222
275 345'
315 375'
355 400'
386 420'
110.
GPM DIA.
225 315'
260 340'
290 360'
:
320. 380'
GPI. JIA. GPM DIA
41: 410' 480 430'
,430=
471., 445' 545 465'
'.A5Q0 1.:11466EZ
525 470' 605 495'
:',AA.0.11111,4d314465(15.fat
56f 485' 655 515'
Rio:'
(1.56" ac)u..
GPM
2+&3QatiiiaidietiL. iiaj;;)550,:;‘;a3 311,;. ki
330 370' 385 3 7'
380 400' 445 4':). 515 • 4,10
raYek4&Z21428.!L;1;81,1"
425 425' 500 445' 575 ' 465'
IldirgatlruZiaittialil Artlia=24%;1= " Zi/Z4Ii1V711'., 465 445' 545 4(15' 630 485'
, 130 I . 37 i, .',.!,.4 i 5f,7,7: IgiEgint.troggacaki ItIffipialagA:',90;',71‘4 1.;,46f8g.;i.:0490 '
'The diameter r4 throw i, approximately 2% less for the 24° trajectory angle, 5% loss for the 21° trajecto:
The Bli- GUN° erformance data has been obtained under ideal lest :onditions anr1 m.,,,, i,„, ..4,. .
275 335'
315 360'
355 380'
385 400'
Nozzle
1.5"
GPM DIA.
515ait,L430!
555 450'
90Itra47.01
625 485'
tzi..:66.ardirsi600/3
695 515
755 540'
Ring 196-" )
(1.6G" actual) (1,74"
GPM DIA GPM
445 410
255'
275'
295'
305'
.315'
32f
32E-'
'•ozzle
0'
GPI., '1 •
204
224
243
258-
274
289
304
955.
P`.1
315'
338
254'
33:
372'
67 260'
28C
198 300'
24
315
325'
335
345'
3
GPt, ,711A.
300 3.15'
330 365'
3,55 380'
380 395'
aps
425 4301
445 430'
465
GPM
300 335'
330 350'
., 355
380
425
145
165
Nozzle
1,6"
GPM DIA,
630 465'
715 505'
790 5311)
di4132takii.5501i'g.1
860 560'
DIA
50 360'
380'
5 395'
5 410'
'5 425'
40'
5 450'
,60
Ring.
141'
'‚1
3.1,3
3 350'
155C.„
380'
390'.
400'
410' •
11,
695 470'
755 .195'
. 805 5,15' •
855 1:35'
000: 550'
,183' ,
5(15
t.10 630.2. I
590 455' 675
05'
660 430' 755
510,1
725 500' 825 320' I
F7-6 • 2s• I lc.
y angle.
„ .
380'
:35
• 5
-25'
:2,PM :114
825
890
950
305
1060
495'
515
535'
555
575'
,I0
005: 500' 1160 605,'
025 390' • 210 620
R.ng
act.-
'43,5'
3.5
41'5'
4: 3
5:I5'
535'
550'

FT\
Lam\ J Sir
+-e-rc\ ‘ir\
DrOd'
i e__a,_6 -Q3 0, 1/_s)ro ),()-Q5/
civ\
t‘r
r 0 tr• /(Y-Q
e) �e��c 1�"1
(}

aef /IlA, .0le} Ct: /G,/
,) /c e /� -e „ _s_ 7 II)
1 X a
-n5-40
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ori4O('
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d

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)
#1 SMALL
5/24/1995
C 1
2 123-13
5-79 Q q
/'
0 43�019.00
7
Cgt019.00
#2 LARGE
5/18/1994
1
rSC r 1
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 recent 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 snap 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]

OPERATION & MAINTENANCE PLAN
Proper lagoon 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 bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in 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 maintain 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 irrigated 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 lagoon 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 fertilized 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 for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
2

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 or 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 sidewall, 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 dam 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 of 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 spare 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
3

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 experts.
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 rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe 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 maximize 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 occur 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 recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems 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.
4

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and
water conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
• 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 level. (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.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, 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 50 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:
5

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing 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 part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining 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 dragline 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 spread 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.
Close 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 phosphorus and heavy metal
content than liquid. Because of this it should probably be applied to land with low
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
phosphors, it should be applied only at rates equal to the crop removal of phosphorus.
As with other wastes, always have your lagoon sludge analyzed for its nutrient value.
6

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, overtopping, and breach
of the dam. Assuming proper design and construction, the owner has the responsibility
for ensuring 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 placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
• 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.
7

4
Operator:IRVIN WOOD County:
8REENi�
Distance to nearest residence (other than owner):
l
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
2880 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
x
x
x
x
1417 lbs.
522 lbs
135 lbs.
433 lbs.
30 lbs.
Date;
04/25/94
2600.0 feet
=
=
=
=
=
Describe other ; |
------------------------------------
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
0 lbs
0 lbs
388800 lbs
0 lbs
0 lbs
0
388800 lbs
Volume = 388800 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb ALW = l CF/lb. ALW
Volume = 388800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
/
Volume = -?+G-cubic feet
W.
TOTAL DESIGNED VOLUME
As sop 0�.' ��
Inside top length (feet)------------- -------
Inside top width (feet) ----------------------
Top of dike elevation (feet)----------
Bottomof lagoon elevation (feet) ------------
Freeboard (feet)-- --------------------------
Side slopes (inside lagoon) ------------------
Total design volume using prismoidal
SS/ENOl
3.0
SS/END2 SS/SIDEl SS/SIDE2
3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
294.0 269,0
AREA OF BOTTOM
LENGTH * WIDTH =
237.0 212.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
266.6 240.5
formula
LENGTH
294.0
300.0
275 0
49.0
38.5
l.O
3.0 � l
WIDTH
269.0
79086 (AREA OF TOP)
50244 (AREA OF BOTTOM)
DEPTH
9.5
255411 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION} + AREA BOTTOM] * DEPTH/6
79086.0 255411.0 50244.0 l,G
Total Designed Volume Available =
609173 CU. FT.

S . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
lagoon (top of dike)
Length Width
300.0 275.0 R2500.0 square feet
Buildings (roof and lot water)
0.0 square feet: Describe this area.
TOTAL DA 825:00 . 0 square feet.
Design temporary storage period to be 180 days.
SA. Volume of waste produced
Feces 8, urine production it gal./day per 1: S lb. ALW 1 .37
SB.
Volume = 888800 l bs . AI.-.W r 1 35 l bs . ALW :#: 1 . 7 gal/day 180 days
Volume - 710 _0R gals. or 94947. G cubic feet
Vo1urr,e of wash water
This is the err,ount of fresl-', water used for washing floors or volume
of fresh water used for e flush system. Flush syst•errm=_, that recirculate
the lagoon water are accounted for in SA.
Volume T,
0.0 gallons/day :.: 180 do-5ys. st.orctcle/i' . 48 gallons
per. CF
Volume ._ 0.0 Cubic feet
SC. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
Volume = 7.0 in 1: OA ,r 12 inches per foot
Vnlurr,e = 48125.0 cubic feet
7.0 inches

7. DESIGNED BY:
5D. Volume of 25 year 24 hour storm
Volume = 7.0 inches / 12 inches per foot :t: DA
Volume = 48125.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
SA. 94948 cubic feet
5B . 0 cubic feet
5 C. 48125 cubic feet
5D. 4812S cubic feet.
TOTAL 191198 cubic feel
SUMMARY
r.0
TTemporary�storage#:�Mr ic���J:�:T::�:.�.:.-:=.�=-_ _:_.-=:._ _=-_.:.�_=. 180 days
Rainfall in excess of evrtporat.iccn===-= _== ===> 7.0 inches
25 year - 24 hour rainfEtll---•- ._-._._.._-..-.._=_=.._ . 7.0 inches
Freeboard-----------___-__ _ 1.0 feet
Side cs 1, capes =--_--___ _.-._._.. 3.0 1
inside top ,.._ - - - - 300.0 feet
Inside top width=--==-__. -----------•--------__.-_...-._-. 75.0 feti.t.
Top of dike elevnt.ion=-_.....--•---•- -. 49.0 feet.
Bottom of lagoon elr:vet.icy;i===••_=__=•-_==__===== =;: ,5, feet
Total required volume-------------_ --- 57999 _ c u . ft. :
Actual design 'v ci l urine ---..--=-=-cc-.=: — __-----------_ 6091 73 c u . ft. :t:
Seasonal high w`tter'teb1e elevation (SHwT)=•= ::• 42.'9 feet. ✓
Stop purrsE_pir'ig e1.ev. =.v;-�__.-__ _ _.___. 45- 3 feet. :4:
Must. be > or = to the SHWT e l i=v .--.-_•-•---.--. 42.9 feet
Must be > or = to min. req. t.reEtt.ment. ei . . 44.5 feet.
Required minimum treatment vc<lurrse====_-=•= _=== :3888.4 cu. ft-.
Volume at stop pumping e 1 evert t i c'r-s---------_-_ ='_=: 407718 c u . f t• .
Start pumping el i_'•�r .._._.__ --=_..-__.____-___ __.=_-.-.-- z17 .._ feet.
Must be Ett bottom of freeboard It 2:5 yr. rainfall
Actual volume less S yr. 24 hr. r•Etir;fEtl1=--. 5. ,104.8 cu. ft.
Volume at st•er•t pumping elevEtt.iCrs-i.--=_ == 5S4C-,:c/ cu. ft.
Required volume to be purrsped=_ _• _=====___==_=:• 143073 cu. ft. :
Actual volume planned to be purisped= =___-___ = 1 46'919 c u . f t . :t:
Min. thickness of soil liner when rer uire(i== 1 ..S feet.
APPROVED BY :
DATE : . & ?5 Pr DATE:: S— %B - '17
NOTE: SEE ATTACHED WASTE lfTILIZATION PLAN
COMMEI.TS:,7 e Sow/ 4'p,-,.A.r �.Se••vfc r Jo.er .ue1' eev4-,/_•�

Operator:ERVIN WOOD linty: GREENE
5-16-95
Distance to nearest residence (other than owner): 892 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 |bs.
0 sows (farrow to feeder) x 522 |bs.
960 head (finishing only) x 135 |bs.
0 sows (farrow to wean) x 433 |bs.
0 head (wean to feeder) x 30 |bs.
Describe other :
=
=
=
=
=
-------------------------------------
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
:
0 |bs
0 1bs
129600 |bs
0 |bs
0 |bs
0 |bs
129600 |bs
Volume = 129600 |bs. ALW x Treatment Vo|ume(CF)/|b. ALW
Treatment Vo|ume(CF)/|b. ALW = 1 C1F/lb. ALW
Vo|ume = 129600 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. 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 prismoida| formula
313.0
140.0
49.0
38.5
1.0
3.0 : 1
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 307.0 134.0 9.5
AREA OF TOP
LENGTH * WIDTH =
307.0 134.0
AREA OF BOTTOM
LENGTH * WIDTH =
250.0 77.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
278.5 105.5
41138 (AREA OF TOP)
19250 (AREA OF BOTTOM)
117527 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
41138.0 117527.0 19250.0 1.6
Tota/ Designed Volume Available =281698.75 CU
_�

5.
TEMPORARY STORAGE REQUI.itl)
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
313.0 140.0 43820.0 square feet
Buildings (roof and lot water)
0.0 square feet
TOTAL DA 43820.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 |b. ALW 1.37'
Describe this area.
Volume = 129600 |bs. ALW/135 |bs ALW * 1.37 gal/day 180 days
Volume = 236736 gals. or 31649.2 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Vo|ume =
0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
= 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 25561.7 cubic feet
50. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 25561.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 31649 cubic feet
5B. 0 cubic feet
5C. 25562 cubic feet
5D. 25562 cubic feet
TOTAL 82773 cubic feet

6. SUMMARY
Temporary storage period--------------------) 1 _;0 days
Rai nfal I in excess of evapor-at i run---.- > 7.0 inches
25 year - 24 hour rainfall-- __-.------___- > 7.0 inches
Freeboard-- _.., __ ...._-:_=T.====_ = __-_ _ - ___ :.0 feet
Side s I apes==-=:_-___--•-------- _ _ __--_.-_ __ _.-_--_. =:.0 : 1
Inside top i errgtl-1==.---__======= __--. ._ --> 213.0 feet
Inside top width---------------------- --> 140.0 feet
Top of dike elevation > 49.(J feet
Bottom of lagoon e 1 evat i on= -.- - - __-_._. _ _ .5 feet
Total required v+ l urne=------..----- .---_ _____...-, 212.373 cu. ft.
Actual design vt.Iurne=-==-=----------_____====s8-1Z 3.7 r cu. ft.
Seasonal high watertab I e elevation (SHWT) _ f .. -1 feet
Stop purnp i ng e 1 ev.------__:___==__;r 1y�5�,.�2� Feet
Must be or = tothe SHWf e I ev.- --f ivt feet
Must be > or = to min. req. treatment e 1 . =F 44.5 feet
Requi red minimum treatment volume-----------) 1' 96c_r0 cu. ft.
Volume urne at stop pumping e 1 eva.t i can---..-----•---••----> 176621 cu. ft.
Start pumping e 1 ev.=:==__---- ----- > 47.3 feet
Must be at bottom of freeboard a 2E' yr. r-a i rrfa I I
Actual volume less 25 yr- .- 24 hr rai rrfal I =;> 256137 cu. -Ft.
Volume at start purnp i ng e I evat i :on- ----.- 253546 cu. ft.
Required volume to be purnl:red=_ --- --- > 57211 cu. ft.
Actual volume to be pumped --. 76925 cu. ft.
Min. thickness of sro i I I i rrer when requ i r-ed== 1.5 feet
7. DESIGNED I::Y:
DATE o - /6. 9 5
APPROVED L: Y
DATE: -20e- 4S
NOTE: SEE AT-IACHED 1WIASTE. UTILIZATION FLAN
COMMENTS :.--.o✓ee„e2 ./09 sa. Rs To�Ap-

Operator:ERVIN WOOD County: GREENE
�
Date:
5-16-95
Distance to nearest residence (other than owner): 892 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
960 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other :
x 1417 |bs.
x 522 |bs.
x 135 /bs.
x 433 /bs,
x 30 |bs.
=
=
=
=
---------------------------------------
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
J.
4.
0 ibs
O |bs
129600 (bs
0 |bs
0 1 b s
0 !bs
129600 |bs
Volume = 129600 |bs. ALW x Treatment Vo/ume(CF)/|b. ALW
Treatment Vo|ume(CF)/|b. ALW = 1 CF/|b. ALW
Volume = 129600 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 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 prismoida| formula.
313.0
140.0
49.0
38.5
1.0
1
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 307.0 134.0 9.5
AREA OF TOP
LENGTH * WIDTH =
307.0 134.0
AREA OF BOTTOM
LENGTH * WIDTH =
250.0 77.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
278.5 105.5
41138 (AREA OF TOP)
19250 (AREA OF BOTTOM)
117527 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA 8OTTOM3 * DEPTH/6
41138.0 117527.0 19250.0 1.6
Total Designed Volume Available =281698.75 CU.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
313.0 140.0 43820.0 square feet
Buildings (roof and lot water)
0.0 square feet
TOTAL DA 43820.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in Sal./day per 135 |b. ALW 1.37'
Describe this area.
Volume = 129600 ibs. ALW/135 |bs ALW * 1.37 gal/day 180 days
Volume = 236736 gals. or 31649.2 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Vo|ume =
0.0 gallons/day 180 days storaSe/7.48 gallon -
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
=
Volume = 7.0 inches * DA / 11 inches per foot
Volume = 25561.7 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 25561.7 cubic feet
TOTAL REQUIRhD TEMPORARY STORAGE
5A. 31649 cubic feet
5B. 0 cubic feet
5C. 25562 cubic feet
5D. 25562 cubic feet
TOTAL 82773 cubic feet
7.0 inches

Min. thickness of soil liner when required==>
7. DESIGNED BY:,
DATE: 6-- / 6.915
APPROVED BY.
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:_
e e t
AW feet
6. SUMMARY
Temporary storage period====================/ 180 days
Rainfall in excess of evaporation===========> 7.0 inches
2o year - 24 hour rainfa/|==================> 7.0 inches
Freeboard====================~==============> 1.0 feet
Side s|opes=================================> 3.0 : 1
Inside top ien8th===========================> 313.0 feet
Inside top width=============== ----- ========> 140.0 feet
Top of dike e|evation=======================> 49.0 feet
Bottom of lagoon e|evation==================> 38.5 feet
Total required vo|ume=======================> 212373 cu. ft.
Actual design vo|ume========================>2 u. ft.
Seasonal high watertab|e elevation (SHWT)===> 444 Poet
Stop pumping
Must be > or = to the SHWT e|ev.==========>
Must be > or = to min. req. treatment e|.=> 44.5 feet
Required minimum treatment vo|ume===========> 129600 cu. ft
Volume at stop pumping e|evation============> 176621 cu. ft
Start pumping e|ev.=========================> 47.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfa|)===> 256137 cu. ft.
Volume at start pumping e|evation===========> 253546 cu. ft.
Required volume to be pumped================> 57211 cu. ft.
Actual volume to be pumped==================> 76925 cu. ft.
1.5 feet