470026_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: 47-0026 Certificate Of Coverage Number:
2. Facility Name: Swine Relief LLC
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: PO Box 5-31' 2./ ® 7
City: Elizabethtown State: NC Zip: 28337
Telephone Number: 910-862-434Mt. E-mail:
5. Facility's Physical Address: 1821 N Hinton Rd
City: Red Springs
6. County where Facility is located: Hoke
7. Farm Manager's Name (if different from Landowner): Dean C Hilton
8. Farm Manager's telephone number (include area code): 910-862-4549 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): 4Zebert l l\4iles Phone No.: 910469=2123
11. Lessee's Name (if there is not a Lessee, write "None"): 9/ c 3 f't = b /
12. Indicate animal operation type and number:
Current Permit: Operations Type
Allowable Count
Swine - Feeder to Finish 15,840
Operation Types:
AWS470026
State: NC Zip: 28377
OIC #: 17(47
j e' a yjw
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 Poultn•
Gilts Other Non Laying Pullet
Other Layers
Iegir

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)
47-26
19.00
47-26-02
19.00
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), siane_d b' 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]

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)
47-26 —01
1514
C c
/S'g 1I60
/9oouo, V
19.00
47-26-02
1 y
(' �
/sG S 341 y
l 5 S 3uu, a
19.00
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 b‘ the owner and a certified technical specialistcontaining:
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]
RECE QCZ
APR 032Of9
w
Regional Oper Qt oarrs Section

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 p iialties`up 'to .$25,600 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 principal executive officer of the corporation):
Name:
Signature:
b, 0-eti- I 'r C, itle:
Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: _ Date:
THE CpMPLETEDAPPL•ICATI.ON SHOULD BE SENT TO THE,EOLLOWING 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
Recenteuzzamilii
APR 032019
VitatAir Quail*
Regional f%era
t
Section

S IxAmt yak,u4
ROY COOPER
Governor
MICHAEL S. REGAN
5 tr4 rory
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
Linard Woodall
Swine Relief LLC
PO Box 535
Elizabethtown, NC 28337
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 hirps://deq.nc.gov/about/divisions/water-resources/water-quality-regional-ojerations/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-Dischart a General Permits. you must submit an application for
permit coverage to the Division. Enclosed y ou will find a "Rewuest for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed. sinned and returned by April 3, 2019.
Please note that ] ou must include one (1) copy of the Certified Animal Waste Management Plan I CAWMPI. with the
completed and signed application form. A list of items included in the CAWM P 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,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Fay etteville Regional Office, Water Quality Regional Operations Section
Hoke County Soil and Water Conservation District
AFOG Section Central Files - AWS470026
Murphy -Brown LLC
North Calcine Department of Environmental Quality I Division of Water Resoures_
512 N. Se sbury 3t. 1 1GG Mail Service Center I Raleigh, North Carolina 27893-_
919.707 9000

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
15840
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
AMOUNT OF PLANT AVAILABLE NITROGEN
Capacity Type
Waste Produced per Animal Total
3212 gal/yr
4015 gal/yr
10585 gal/yr
223 gal/yr
986 gal/yr
PRODUCED PER YEAR (lbs):
gal/yr
gal/yr
gal/yr
gal/yr
15,618,240 gal/yr
15,618,240 gal/yr
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
15840 Feeder to Finish
Nitrogen Produced per Animal
5.4 Ibs/yr
6.5 Ibs/yr
26 lbs/yr
0.48 lbs/yr
2.3 lbs/yr
Total
Total
Ibs/yr
lbs/yr
lbs/yr
Ibs/yr
36,432 lbs/yr
36,432 lbs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 126.58
Total N Required 1st Year: 37421.7175
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops:
Total Nitrogen Produced by Farm:
Nitrogen Balance for Crops:
37,421.72
36,432,00
(989.72)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 11
i

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N
Acreage Type Code Apply Yield Ibs N!Unft Residual /Ac Utilized
Lakeland
Lakeland Mar -.Sept
Lakeland
LakelanJ ' t
1424 _ 6 Lakeland t„ Mar•Sept
Lakeland Mar -Sep,
1424 4 Lakeland M.r-Sepl
7B I Lakeland Mar•aep,
T4<4 c}Ai ` Norfolk Mar -Sept
li 09 Li-r,., Mar -Sept
T4 4 15 J R.rins Me,t-Sept
1- Candor C
0
"424
1424
t)andor �. Mar -Sept
Norfolk
t15 Norfol
J5 Norfo1}
a5 Norfolk
Nc4tolk
04 Butter
Totals: 126.58
Mar15 July
Mat 1 f,-July
Mar 15-Jul
Marts -July
Mail5•,luly
195
1265.55
1019.85
1187.55
1376.7
1337.7
1441.05
881.4
195 247.65
299 693.68
299 624.91
193.5 721.755
215 595.55
215 533.2
MUM 238.2975
77.875 463.3563
77.875
77.875
253
463.3563
344.9863
10863.82
24769.72
3(a) of 11
2nd Crop
Code
Time to
2nd Crop 2nd Crop Lbs N!Ac Lbs N Total Ibs N
Apply Yield Ibs N/Unit Residual
Sept-r)ct. eb-Mar
Sepl-t'7rt,Feb-Mar
;:apt -Apr
Copt-npr
•pt.-Apr
1011
50
/Ac Utilized
100
100
100
100
649
523
609
706
686
739
452
127
232
209
373
277
248
306
595
595
443
4294
Total Total Ibs N
Lbs N/Ac Utilized
295 1914.55
295
295
295
295
295
295
295
399
399
293.5
315
315
177.875
177.875
177.875
1542.85
1796.55
2082.7
2023.7
2180.05
1333.4
374.65
925.68
833.91
1094.755
872.55
1.2
544.2975
1058.356
1058.356
1058.356
177.875 787.9863
353 15157.82
12858 37421.72

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total lbs N
AcreageType Code Apply Yield lbs WUnit Residual /Ac Utilized Code Apply Yield lbs N/Unit Residual /Ac Utilized
mumimmmimmimmimmirmiesiminunimm
NwesmnimmimememnimmillIMINIME
immommimmommimmi
ter~
1111111.1.11.111
mminommimmimmmns
immoi~
immimmummimmimmi
MIMIIMEEIMINIMENEEEml
Totals:
Total
Lbs N/Ac
Total Ibs N
Utilized
3(b) of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (Le.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This Toss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
A Barley
B Grazed Hybrid Bermuda rasa 1.6 Ibs N / bushel
C g 37.5 lbs N / ton
D Hybrid Bermudagrass Hay 50 lbs N / ton
Com - Grain
E Corn -Silage 1.25 lbs N / bushel
F Cotton 12 Ibs N / ton
G Grazed Fescue 0.12 Ibs N / lbs lint
H Fescue Hay 37.5 Ibs N / ton
I Oats 50 Ibs N / ton
J Rye 1.3 lbs N / bushel
K Grazed Overseed 2.4 Ibs N / bushel
L Overseed Hay 50 lbs N / acre
M Grain Sorghum 50 Ibs N / acre
N Wheat 2.5 lbs N / cwt
0 Soybean 2.4 Ibs N / bushel
P Pine Trees 4.0 lbs N / bushel
S Small Grain Hay 40 lbs N / acre / yr
100 Ibs N / acre / yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
Lbs N utilized / unit yield
4 of 11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm S■ecifications
PAN/yr/animal Farm Total/yr
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
15840 Feeder to Finish 0.36
5702.4
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 5702.4 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 28512 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 95 acreas of land. If you apply the sludge
to com at a rate of 125 pounds per acre, you will need 228.096 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract H drant T . e Cro
inlhr * inches
1 Lakeland C 0.75
2 Lakeland C 1
3 Lakeland C 0.75 1
0.75 1
4 Lakeland C
0.75 1
5 Lakeland C
0.75 1
6 Lakeland C
0.75 1
7A Lakeland C
0.75 1
7B Lakeland
C 0.75 1
8 Norfolk C 0.5
9 Goldsboro C 0.4 1
1
15 Rains C 0.4 1
16 Candor C 0.4 1
187 Candor C 0.4 1
18 Norfolk F 0.5 1
19 Norfolk F 0.5 1
20 Norfolk F 0.5
21 Norfolk F 0.5 1
1
22 Norfolk F 0.5
1
PP1 Butters C 0.6
1
6 of 11

Additional Comments:
This an revised to reflect the reinstatin• of pulls 15-17 where the solid sets
had • reviousl been desi■ ned , but were never installed. Also, all . ulls and
the pivot wetted acres were recalculated based on the GPS map of the fields.
All cro s remained the same.
Note: The a plication windows for the overseed is split due to the high rate,
and half of the total PAN ma be a lied during Se t-Oct and the remaining
half ma be applied durin Feb -March. The overseed shall be removed as ha
b the first week in April.
The small
rain cro
after cotton shall be harvested as ha
7 of 11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm:
Owner:
Manager:
Milestone Farms, Inc.; Fac. No.: 47-26
Robert Miles
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Robert Miles
Signature:
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist
Affiliation
Address
Telephone:
Signature:
M. Kevin Weston
Mu h Brown, LLC.
2822 H 24 West, PO Drawer 856
Warsaw, NC 28398
910) 293-3434
8 of 11
Date
Date
&MY
Date

1
2
NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of applications
for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field
(See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5
Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
9 of 11

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

17
18
19
20
21
NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
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.
Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, Teaks and spills. A regular maintenance checklist should be
kept on site.
Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
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
23
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11

M l est le Farms
Fac. No.: 47-26
Scale: 1 "=400'
f
Wells w/100' offsets
Pulls H _d Acres
1 6.49
2 5.23
3 6.09
4 7.06
5 6.86
6 7.39
7A 4.52
7B 1.27
8 2.32
9 2.09
15 3.73
16 2.77
17 2.48
18 3.06
19 5.95
20 5.95
21 5.95
pecifications: 22 4.43
Valley Pivot PP1 42.94
714' Machine Length Total 126.58
w/98.8' End Gun Radius
450 GPM ® 55 PSI
Ag Rain & ABI 3" Reels
w/Nelson 150 Big Gun
w/1.18" Nozzle (0 60 PSI
315' WD; 225 GPM
Zc
PP1
36.77 Ac. w/o End Gun
42.94 Ac. w/End Gun
End Gun Runs 56.7% of Tme

Hoke 41 1nty FSA
Farm 397 Tract 424
Wetland Determination Ide{ ;s
• Restricted Use
V Limited Restrictions
Exem•I from Conserraiicn Com•Ilance Provlsinns
Disclaimer: 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 wetland
boundaries and determinations, or contact NRCS.
-4 I
e s-k 4..,
otal Cropland Acres

•
1 .
....._fie
y •
260f
11
2 21'
020
260 1r
Vf
ry Grov
1M1. TO V.C. 710e
1 1121'
654 (WAKULLA) 655
5153!V SE
z
SCALE 1:24 000 030 03 0
0
1000 0 1000 2000 3000 4000 5000
.5
0
CONTOUR INTERVAL 10 FEET
NATIONAL GEOOFTIC VERTICAL DATUM OF 1929
24".
6000
7000 FEET
1 KILOMETER
--
17'30"

Source Cause
Iiud of drainpipes al
lagoon
• Agilaliuu duo iag wastew:net
conveyance
Lagoon surfaces
• Villatile gars emissions;
• Biological mixing;
• Aritation
hlieatiun sprinkler
nozzles
• I ligh plessme agii:tiun;
• wind drill
1If'll's lu Al Udur
Extend dischat l;e point of pipes culler Heath
lagoon liquid level
rca, co
Site Specific 1'racllcc�
fox Proper lagoon lilluitl capacity;
[yY unreel lagoon slinky ptocetlunes;
1 1" trliniiuitl surface area-lo-volume (alio;
Ef 1'liiiiiuu ii agitation when pumping;
Cl Alcchauirtl aeration;
IV Pi oven biological additives
f/l/Irrigate on dny days with little or no wind;
Miniuuuu recuauncnded opctalinl; plessune;
lyl' I'utup iutakc near lagoon liquid sun face;
Cl fumy' Iiuut second -stage Iaguuu
Sluragc lank to basin
sntface
• 1':II(iai microbial tkca1110S0sition;
• fvlixing while filling;
• Agitation when emptying
Settling basin gut face
Cl Iioltomn HI- midlevel loading;
O Tank coves s;
Basin surface uuols of solids;
O hovel' biological additives or oxidants
• I'allial nliclobial decomposition;
• Mixing +vhilc filling;
• Agitation when emptying
O 'Extend thaiiipipc outlets untie' tcath Iitluid
level;
C7 Remove settled solids tegolaily
tvlalllne, slurry or sludge • Agitation when spreading;
spreader outlets
• Volatile gas emissions
C-1 Soil injection of-sillily/sludges;
CI Nash residual manioc lion' spreader alter mu;
C7 hovel' biological additives or nxidauls
Uncovered manure. • Volatile gas eH)issiuus u•Itile
slurry or sludge on field drying
surfaces
1)cad auinn.)Is
O Soil injection of shifty/sludges
O Soil incorpotatiou within 48 has.;
!ef Spread in thin mullion' layeis for rapid drying:
CI Proven biological additives or oxidants
• Cot decomposition 1 holier dispusilion oI calcasscs
I)cnll animal disposal
pits
Iacincraluls
• C:atcass decomposition 0 Complete coveting, ul carcases in Initial pits;
fi holier locaiion/cutlsnnciiult of disposal ells
• Incomplete combustion
luvcnlbcr I I, 199(S, Page 4
(1 Secuadaly slack bulucls

Insect Control Checklist for Animal Operations
Source C:Iuse
I'111511 Gullets • Accumulation of solids
L- agoons and fits • lauded Solid:;
Excessive Vegetative • Decaying vegetation
(ilutvtll
IIR1I's (u Cam1(rul III5'c15 — —
Liquid Systems
Fi'1 Flush system is designed and upetaled
Sile Specific I'rnctices` •
sufficiently to lenitive accumulated solids limn
gullets as designed.
10/ Remove In idging of accumulated solids at
discllalge
f ✓nlaiulain - lagoons, sdIlling basins and bits tvhcic
pest bleating is ;gtpalcnt to minimize the
c►'1stinl' of solids lu a depth ormu mule than 6 -
3 incites over Inwe Than JU'4, ofsinIace.
(CY tIaiolain vegetative cunisol along banks of
lagoons and other impoundments lu prevent
accumulation of decaying vegetative mailer
along %valet's edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage fJ Design, operate and maintain feed systems (c.g..
Iunkcls and (loughs) to minimize the
accumulation of -decaying tvaslage.
f_l Clean up spillage on a routine basis (e.g., 7 - 10
day inlet val din ing smuttier; I5-3U day inlet val
during reinter).
Feed Storage
• Accumul;lluns of reed Ie5illlICS f�J/ Reduce moislmc accumulation tvilhiu and
around immediate perimeter of reed storage
ateas by inswing drainage away Iioml site
and/or p►°victim; adequate containment (e.g.,
cuvcl ed bi❑ lin- I,IewCI'S gl;lin and similar high
Ilttisltttc glaill plud11C15).
CI Inspect for and lenitive or Incak up accumulated
solids it filler strips around feed slot age as
I ICCdCd.
M11C - N, ''lber I I, 1996, Page I

1/2-
EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ 9/0-V33-3300
EMERGENCY MANAGEMENT SYSTEM S i 0-
Se)
SWCD 9/d -OS- fl. X
NRCS to r)S—SrGps
This plan wi'11 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:
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. Call 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 caused 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 no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
1' December 18, 1996

e. 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:
a. Dig a small sump or ditch away 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.
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 rluration?
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 DWQ (Division of Water. Quality)
regional office; Phone - - . After hours, emergency number: 919-733-3942.
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
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number -
and 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 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:
b. Contractors Address:
c. Contractors Phone:
2 December 18, 1996

6: Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
/f� �:./4,7, ,
a. Name: ,�: � , a�
b. Phone:
7: 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.
3 December 18, 1996

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 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.
El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
NEl Rendering at a rendering plant licensed under G.S. 106-168.7.
ElEl Complete incineration according to 02 NCAC 52C .0102.
El
El 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).
CI El Any method which, in the professional opinionoof 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.
Signature of Farm Owner/Manager
Signature of Technical Specialist
Date
3 -f9`
Date

Operator:ROBERT MILES County: HOKE
Distance to nearest residence (other than owner):
1. A.VERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs.
0 sows (farow to feeder) x 522 lbs. = 0 lbs
7 920 head (finishing only) x 135 lbs. _ 0 lbs
r
0 sows (farrow to wean) x 433 lbs. = 1069200 lbs
0 head (wean to feeder) x 30 lbs. 0 lbs
Describe other : 0 lbs
.
Total Average Live Weight = 1069200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1069200 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/1b. ALW = 1 CF/lb. ALW
Volume = 1069200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Nor 7.?4;cWWOsp M &WdvERS 144Qc e3y
Volume = 0.0 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 prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 494.0 374.0 10.0
AREA OF TOP
LENGTH * WIDTH =
494.0 374.0
Date: 12/14/94
1-S`oo
feet
500.0
380.0
53.2
42.2
1.0
3.0 : 1
184756 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
434.0 314.0 136276 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
464.0 344.0 638464 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM[1 * DEPTH/6
184756.0 638464.0 136276.0
1.;
Total Designed Volume Available = 1599160 CU. FT.
C 00101261301

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
500.0 380.0 190000.0 square feet
Buildings (roof and lot water)
0.0 square feet
TOTAL DA 190000.0 square feet
Design temporary storage period to be
5A. Volume of waste produced
5B.
Feces & urine production in gal./day per
Volume =
Volume
Volume
1069200 lbs. ALW/135 lbs. ALW *
1953072 gals. or 261105.9 cubic
of wash water
Describe this area.
180 days.
135 lb. ALW 1.37
1.37
feet
gal/day 180 days
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 =
Volume =
0.0 gallons/day *
0.0 cubic feet
180 days storage/7..48 gallons
per CF
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 = 110833.3 cubic feet
C00101261302

5D. volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 110833.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 261106 cubic feet
5B. 0 cubic feet
5C. 110833 cubic feet
5D. 110833 cubic feet
TOTAL 482773 cubic feet
6. SUMMARY
Temporary storage period > 180 days
Rainfall in excess of evaporation > 7.0 inches
25 year - 24 hour rainfall > 7.0 inches
Freeboard > 1.0 feet
Side slopes > 3.0 : 1
Inside top length > 500.0 feet
Inside top width > 380.0 feet
Top of dike elevation > 53.2 feet
Bottom of lagoon elevation > 42.2 feet
Total required volume > 1551973 cu. ft. *
Actual design volume > 1599160 cu. ft. *
Seasonal high watertable elevation (SHWT)===> 47.6 feet
Stop pumping elev. > 49.3 feet *
Must be > or = to the SHWT elev. > 47.6 feet
Must be > or = to min. req. treatment el.=> 48.2 feet
Required minimum treatment volume > 1069200 cu. ft.
Volume at stop pumping elevation > 1088375 cu. ft.
Start pumping elev. > 51.5 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1488327 cu. ft.
Volume at start putiping elevation > 1471103 cu. ft.
Required volume to be pumped > 371939 cu. ft. *
Actual volume planned to be pumped > 382728 cu. ft. *
Min. thickness of soil liner when required==> 1.6 feet
7 DESIGNED BY: l ��9�Lat�,, APPROVED BY:
DATE: `1 `C f DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
C00101261303

OPERATION AND MAINTENANCE PLAN
SHEET 1 OF 2
5+11i s lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached znay vary
clue to site conditions, weather, flushing operations, and the amount
o f fresh water added to the system.
Thy' designed temporary storage consists of 180 days storage
(1) waste from animals and (2) excess rainfall after evaporation.
Included is storage for the 25 year - 24 hour storm for the locationlso
The volume of waste generated from a given number of animals
fairly constant throughout the year and from year to will be
era infall will vary from year to year. The 25 year, but excess
be a factor to consider ..n an annual pumping cycle,rbbutfthiswstorage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
builds ng(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to ind 1cate when pumping should begin. An elevation must be established
.to Stop pumping to maintain lagoon treatment depth.
pumpVaing can be started or stopped at any time between. these two
weathee1etronsoior operating convenience as site conditions permit, such as
p, and equipment in order to apply waste without
runoff or leaching.
Land application of
method of disposal.
center Pivot, guns,
taken when applying
waste water is recognized as an acceptable
and
Metthods of
raveling pgun cirrigation. Care tion include 1should be
waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre_
charged to 1/2 its capacity to prevent excessive odors during
start--uP• Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment
before application. )
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 51.5 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 49.3 . This temporary
storage, less 25 yr- 24 hr storm, contains 371939 cubic feet or
2782105 gallons.
CO0101261304

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
CO0101261305

LAGOON DESIGN
perator:ROB MILES #2 County: HOKE Date: 08/30/96
.Distande to nearest residence (other than owner): 1500.0 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
7920 head (finishing only) x 135 lbs. = 1069200 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 0
Total Average live Weight = 1069200 lbs
I2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
,1
1
1
1
1
1
1
Volume = 1069200 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 1069200 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION Kar 7►ecuoev ? r owner's Roue.IT
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) 630.0 ads OSSD -Fla-
Inside
top width (feet) 310.aCa�"�'m°`ys
Top of dike elevation (feet) 53.0
Bottom of lagoon elevation (feet) ' 42.5
Freeboard (feet) 1.0
Side slopes (inside lagoon) 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 624.0 304.0 9.5
AREA OF TOP
LENGTH * WIDTH .-
624.0 304.0
AREA OF BOTTOM
LENGTH * WIDTH =
566.8 246.8
189696 (AREA OF TOP)
139903 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
595.4 275.4 655927 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMt) * DEPTH/6
189696.0 655927.5 139902.5 1.6
Total Designed Volume Available = 1565344 CU. FT.
C00101261016

Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 113925.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 2611D6 cubic feet
5B. 0 cubic feet
5C. 113925 cubic feet
5D. ' 113925 cubic feet
TOTAL 488956 cubic feet
SUMMARY
Temporary storage period --- 180 days
Rainfall in excess of evaporation- ---- --- —> 7.0 inches
25 year - 24 hour rainfall --- ____=> 7.0 inches
Freeboard =------___=- ---- -_ =—=> 1.0 feet
Side slopes----- ------> 3.0 1
Inside top length --- --=------_— > 630.0 feet
Inside top width ----- _ > 310.0 feet
Top of dike elevation----===== > 53.0 feet
Bottom of lagoon elevation > 42.5 feet
Total required volume --- -----> 1558156 cu. ft. *
Actual design volume -_ => 1565344 cu. ft. *
Seasonal high watertable elevation (SHWT)==> 45.6 feet
Stop pumping elev.----____> 49.3 feet *
Must be > or = to the SHWT elev.=======> 45.6 feet
Must be > or = to min. req. treatment el.=> 48.5 feet
Required minimum treatment volume=========> 1069200 cu. ft.
Volume at stop pumping elevation > 1067978 cu. ft.
Start pumping elev. ---------------==_=> 51.4 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1451419 cu. ft.
Volume at start pumping elevation=========> 1446937 cu. ft.
Required volume to be pumped --- > 375031 cu. ft. *
Actual volume planned to be pumped > 378959 cu. ft. *
Min. thickness of soil liner when required==> 1.5 feet
DESIGNED BY:,,Q
0.474101cs KvaCte-
DATE: wipil74
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
.At .3Q7,1rJ PE
S01/0
C00101261018

Rob MILES EST1MAI S
Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 118907.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 261106 cubic feet
0 cubic feet
5C..
5118907 cubic feet
5D. 118907 cubic feet
TOTAL 498920 cubic feet
SUMMARY
Temporary storage period _> 180 days> 7.0 inches
Rainfall in excess of evaporation > 7.0 inches
25 year - 24 hour rainfall== > 1.0 feet
Freeboard-- __---�__-__�> 3.0 1
Side slopes==- ---�-� 639.0 feet
Inside top length----- > 319.0 feet
Inside to» width=== .0 feet
Top of dike elevation �> 1> 59.0 feet
Bottom of lagoon elevation =_> 156410 cu. ft.
s
*
Total required volume=--== - _—__-_> 1568120 cu. ft. *
Actual design volume-- > 13 cu.
Seasonal high watertable elevation (SHWT)-> 49.3 feet
Stop pumping elev.= __ > 45.693 feet
Must be > or = to the SrWT etreatment el.=> 47.0 feet
Must be > or = to min. req. > 1069200 cu. ft.
Required minimum treatment volume > 1337498 cu. ft.
Volume at stop pumping elevation__ > 51.4 feet
Start pumping eleV.—=== =__—
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1733086 cu. ft.
Volume at start pumping > 1734135 cu. ft.
pumped pedation > 380013 cu. ft. *
Atur v volume ao ed ob > 396637 cu. ft. *
Actual volume planned to be pumped
Min. thickness of soil liner when required- -> 1.8 €eetAyq
DESIGNED BY:i�irt• APPROVED BY:
awiztoot ..5 onf, ijt • DATE:
DATE: 8/z9/q6
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
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SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between_these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 51.5 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 49.3 . This temporary
storage, less 25 yr- 24 hr storm, contains 371939 cubic feet or
2782105 gallons.

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