540031_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 Pernuts 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: 54-0031 Certificate Of Coverage Number: AWS540031
2. Facility Name: Hu,,:o Farms LLC Farm
3. Landowner's Name(same as on the Waste Management Plan): Hugo Farms LLC
4. Landowner's Mailing Address: 6489 Skeeter Pond Rd
City: Grifton State: NC Zip: 28530
Telephone Number: 252-717-0527 Ext. E-mail:
5. Facility's Physical Address: 2628 Hartland Rd
City: Kinston State: NC Zip: 28501
6. County where Facility is located: Lenoir
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Robert B.Mitchell Phone No.: 919-738-3584 OIC#: 16561
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 7,344
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 Poultn
Gilts Other Non Laying Pullet
Other Layers
;�EGCQIOE®f�i9�C�E���
MAR 2 8 2019
�ll+�rQlla6i2y
loplonel Operagem, Sced rn

o
ROY COOPER {.
Gavenor
MICHAEL S.REGAN '
Secretary
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
February 27,2019
Hugo Farms LLC
Hugo Farms,LLC Farm
6489 Skeeter Pond Rd
Grifton,NC 28530
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Pernlittee:
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 tt i i i n w r-r s urces/water ualitv-ret'ional-o erations/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 Four continued coverage under the State Non-Discharge General Permits. you must submit an application for
permit covcfggc to the Division. n 1 s on will fin "Request for Certificate of Covers a Facility Currently, y
Ex�liring State Non-Discharge General Permit." The application form must be completed. signed and returned b�_ APAI 3. 2019.
Please note that You must include one (11 co}r of the Certified Anim 1 Waste Management Plan CAWMP with the
completed and signed application form. A list of items included in the CAWMP can be found on age 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Washington Regional Office,Water Quality Regional Operations Section
Lenoir County Soil and Water Conservation District
AFOG Section Central Files-AWS540031
Murnhv-Brown LLC
ftrth Caroon.e Department of Environmental Quality I DiMsion of Water Resources
512 N.Salisbury St.1 1636 Mail Service Center I Raley,North Carolina 27699-1636
'='�'� 919.7D7 2000

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 !� je9 72� f7r �D 19.10
2 /r A' 9 105,415.00 19.50
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 s eciolict 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]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
9
Name: Title: r'�cs�
Signature:— r �"� — Date:
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

Version—November 26,2018
Uc a i�y �aailagemlec ����e����s
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 bun map and pajane at least one foot above the seasonal
high water table Attach burial
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.
Date
Signature of Far er/Manager
Signature of echnical Spec st
Date

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Friday,September 02,2011
Updated 3/1/2096
Producer: Robert Moore/Roland Sanderson -
Farm Name : Hugo Farms,LLC.
6489 Skeeter Pond Road
Grifton,NC 28530
Telephone#: [phone]
Type of Operation : Feeder to Finish Swine
Number of Animals : 7344 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
21-1.0217 adopted by the Environmental Management Commission.
Page 1

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
7344 hogs X 1.9 tons waste/hogs/year= 13953.6 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
7344 hogs X 2.3 Ibs PAN/hogs/year= 16891.2 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
T D SOI P &CL�S- C P LD LBS AW COMM ACR L AW A I L C.
DETERMINING PHASE CODE NIACRE N/ACRE USED TIME
1464 10A NORFOLK 0-2% SG 1 50 0 2.95 148 SEP-MAY
1464 10A NORFOLK 0-2% BH 6.5 2991 0 2.95 882 MAR-SEPT
1464 11 'NORFOLK 0-2% W 60 125.4 0 8.5 1066 SEP-APR
1464 * 11 INORFOLK 0-2% c 115 131.1 0 8.5 1114 MAR-JUN
1464 * 11 NORFOLK 0-2% SB 35 140 0 8.5 1190 APR-SEP 15
1464 12A NORFOLK 0-2% SG 1 50 0 2.58 129 SEP-MAY
1464 12A NORFOLK 0-2% BH 6.5 299 0 2.58 771 MAR-SEPT
1464 12B NORFOLK 0-2% W 60 125.4 0 3.25 408 SEP-APR
1464 * 12B NORFOLK 0-2% c 115 131.1 0 3.25 426 MAR-JUN
1464 * 12B NORFOLK 0-2% SG 1 50 0 3.25 163 SEP-MAY
1464 * 13 NORFOLK 0-2% W 60 125.4 0 3.4 426 SEP-APR
1464 13 NORFOLK 0-2% C 115 131.1 0 3.4 446 MAR-JUN
1464 13 NORFOLK 0-2% SB 35 140 0 3.4 476 APR-SEP 15
1464 14A NORFOLK 0-2% W 60 125.4 0 3.22 404 SEP-APR
1464 * 14A NORFOLK 0-2% C 115 131.1 0 3.22 422 MAR-JUN
1464 * 14A NORFOLK 0-2% SB 35 140 0 3.22 451 APR-SEP 15
1464 * 14B NORFOLK 0-2% W 60 125.4 0 3.1 389 SEP-APR
1464 * 14B NORFOLK 0-2% C 1151 131.1 0 3.1 406 MAR-JUN
1464 * 14B NORFOLK 0-2% se 35 140 0 3.1 434 APR-SEP 15
1464 1A NORFOLK 0-2% SG 1 501 0 5.59 280 SEP-MAY
1464 1A INORFOLK 0-2% BH 6.5_ 299, 0 5.59 1671 MAR-SEPT
1464 I NORFOLK 0-2% SG 1 50 0 5.96 298 SEP-MAY
1464 iB NORFOLK 0-2% BH 6.5 2991 0 5.96 1782 MAR-SEPT
1464 2 NORFOLK 0-2% BH 6.5 299 0 4.3 1286- MAR-SEPT
1464 2 NORFOLK 0-2% BH 6.5 299 0 4.3 1286 MAR-SEPT
1464 3A NORFOLK 0-2% SG 1 50 0 6.53 327 SEP-MAY
1464 3A INORFOLK 0-20F. BH 6.5 299 0 6.53 1952 MAR-SEPT
1464 3B NORFOLK 0-2% SG 1 50 0 3.24 162 SEP-MAY
1464 313 NORFOLK 0-2% BH 6.5 299 0 3.24 969 MAR-SEPT
1464 4A INORFOLK 0-2% SG 1 50 0 3.95 198 SEP-MAY
1464 4A NORFOLK 0-2% BH 6.5 299 0 3.95 1181 j MAR-SEPT
1464 5 NORFOLK 0-2% BH 6.5 299 0 2.9 867 MAR-SEPT
1464 5 NORFOLK 0-2% BH 6.51 299 0 2.9 867 MAR-SEPT
1464 * 8 NORFOLK 0-2% W 60 126.4 0 2.1 263 SEP-APR
1464 * 8 NORFOLK 0-2% C 1151 131.1 0 2.1 275 MAR-JUN
1464 * 8 NORFOLK 0-2% SB 35 140 0 2.1 294 APR-SEP 15
1464 9 NORFOLK 0-2% W 60 125.4 0 7.1 890 SEP-APR
1464 * 9 NORFOLK 0-2% c 115 131.1 0 7.1 931 MAR-JUN
1464 * 9 NORFOLK 0-2% SB 35 140 0 7.1 9941 APR-SEP 15
TOTALS: 18836.1
Page 2

Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
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.
Page 3

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.)
TRACT FIELD SOIL TYPE&CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE NIACRE N/ACRE USED TIME
E 1476 1 thru 5 NORFOLK 0-2% 1351 128.251 0 501 6413 MAR-JUN
TOTALS: 6412.6
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 UNITS LBS N/UNIT
C CORN BUSHELS 1.25
BH HYBRID BERMUDAGRASS-HAY TONS 50
SG SMALL GRAIN OVERSEEDED I AC I 50
SB SOYBEANS BUSHELS 4
W I WHEAT BUSHELS 2.4
Page 4

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 68.67 18,836
TABLE 2 501 6,413
TOTALS: 118.671 25,249
AMOUNT OF N PRODUCED: 16,891
**BALANCE .8,357
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in the
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 2717.28 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 1.58 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(inlhr) AMT(inches)
1464 1,*12B,*13,*14A,*14B,*8,NORFOLK 0-2% w 0.50 *1
1464 12A,-12B,-IA,-1B,-3A NORFOLK 0-2% SG 0.50 *1
1464 *11,*13,*14A,*14B,*8,*9 NORFOLK 0-2% SB 0.50 *1
1464 1,*12B,*13,*14A,*14B,*8,NORFOLK 0-2% c 0.50 *1
1464 12A,1A,1B,2,2,3A,3B,LINORFOLK 0-2% BH 0.50 *1
1476 1 ttuu 5 INORFOLK 0-2% C 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 5

NARRATIVE OF OPERATION
WUP was updated 9/1/11 to reflect a change in pulls 14A, and 14B to a corn, wheat, soybean
rotation. All information was provided by the Lenoir County Soil and Water office and by
information from last WUP written by David Anderson.
WUP was updated 7/3/13 to reflect the purchase of the farm by Roland Sanderson and
Robert Moore. All information will remain the same for now in the WUP.
WUP was amended on 3/1/16 to reflect adding T-1476 fields 1,2,3,4 and 5. These fields will
be applied by owners Honey Wagon if needed. All fields were buffered and the PAN rates are
based on updated Realistic Yields. The lowest yield was used.
Page 6

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:
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
Page 7

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
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
Page 8

Agriculture regulations.
* Liquid Systems
Page 9

NAME OF FARM: Hugo Farms, LLC.
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: Robert Moore/Roland Sanderson
SIGNATURE: ?
DATE: t `o�`'
NAME OF MANAGER(if different from owner):,---
please print
SIGNATURE: � � DATE: ���
NAME OF TECHNICAL SPECIALIST: Robert B. Mitchell Jr.
AFFILIATION: Private Technical Specialist
ADDRESS (AGENCY): 104 Adler Lane
Goldsboro, NC 27530
[phone] DATE: I 7 -1�
I
SIGNATURE:
Page 10

Doverimenr o! Soil
ngr.Cwfury Conaervallon
Service
OPERATOR: J
Q V-
Please review
this the attached
Plan for your use Plan and specifications
Your contractor and records. It is careful )
y.
as to how , and Soil Conserva strongly recommended
the waste lagoon is tion Service ghat you,
Service personnel will meet s to be constructed. 'Prsonnel
are in agreement
Site
to explain all with all concerned The Soil Conservation
understand w flags and markin Parties and walk
hat IS 'expected markings. It is im over the
specifi�aEiori and SO that final Portant that everyone
is involved) , the job can be certifiedCfo that m eryane
for Bets plans and
Payment OF cost-sharing
'The pad dimensions and CONTRACTOR is- RESPONSIBLEafor are the best
Soil Conservation final estifiate. The BUILDER or
Service personnel layout and des
as its n-] concern is the h the Will assist in a lomited Pads. The
tTe;ftment la oon, proper des( n
9 and construction ofcapacftY.
The actual the waste
amount of material required
estimates . The desi airedfor possible. If gn w111 attempt to balancescuts and dam ma the
on the additional material )s q Y vary from lagoon, the contra required and fills as close as
location of contractor red after tonstructi
borrow area. . and Owner will °n is com I
negotiaEe on p ete
t'lOiE: Vn�u4 � gUfa1'�l�` the price and
flesign
cu. IFt.
Estimate of Excavation:%
Es lima to —
��cu.f t. r�4�1
of Pad 6 Dike: -----cu.yds.
Ration cu• Yds.
Job Class
DJ
Designed By
Na
Design A ��-
pproval X -1
Name
bate
�'F�Qg-WEWICIL)EQ10 P
1
MAR 2 8 2019 _
/ \ The Sod Con.iervafion S�rw
.s an agency or the ce i16i07QUVJH _.
Deoafirnom of Aghculfure 190if1�?c��?n
'fir tiF'+PL'g

♦�- 7-0
2 • �• �cer �!�/ c��ss �� d e /.� ��
��'/ fr `S �/ / Ym✓�� S�6J�G� ��` 46o✓c cka� es
,I 1

A. , 3T
Eagle
ev ieoA)
17,20
to
1723
r '
1735F N ' S
I I . . H
To
f

o:
. 2rator :Ray Hart County: Lenoir Date : 11/10/93
ganno
! stance to nearest residence ( other than owner ) : -AdaO.0 feet
. STEADY STATE LIVE WEIGHT
0 sows ( farrow to finish ) x 1417 | bs . = 0 } bs
0 sows ( farrow to feeder ) x 522 | bs . = 0 | bs
3672 head ( finishing only) x 135 > bs . = 495120 | bs
0 sows ( farrow to wean ) x 433 \ bs . = 0 | bs
0 head (wean to feeder ) x 30 \ bs . = 0 | bs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 495720 | bs
. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 495720 | bs . SSLW x Treatment Vo } ume (CF) / |'b. SSLW
Treatment Vo | ume (CF) / | b. SSLW= 1 CF/ | b . SSLW
Volume = 495720 cubic feet
. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet °awu/*VyC A-eumjmsnm ma x^ahwmr KFwNK*0.
�
. [OTAL DESIGN VOLUME ^
Inside top length 360.0 feet ; Inside top width 250.0 feet
Top of dike at elevation 51 .0 feet
Freeboard 1 .0 feet ; Side' s | opes 2.5 : 1 ( Inside lagoon )
Total design la3ogn liquid |�'evi| .at elevation 50.0 feet
Bottom of lagoon elevation 40.0 feet
Seasonal high water table elevation 46. 1 feet
Total design volume using prismoida | formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 355.0 245.0 10.0
AREA OF TOP
LENGTH * WIDTH =
355.0 245.0 86975.0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
305.0 195.0 59415.0 (AREA OF BOTTOM)
.'
AREJJ]F MIDSECTION
LENGTH * WIDTH * 4
330.0 220.0 290400.0 (AREA OF MIDSECTION * 4)
�
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
86975.0 290400.0 59475.0 1 .7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 728083 CU. FT.
�

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike )
Length * Width =
360.0 250.0 90000.0 square feet
Buildings ( roof and At water )
Length * Width =
0.0 0.0 1.0 square feet
TOTAL DA 90000.0 square feet `
Design temporary storage period to be 180 days .
Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 495720 Lbs . SSLW * CF of Waste/Lb . /Day *'
Volume = 121058 cubic feet 180 days
. Volume OF wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush - ystem. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days stora8e/7.48 gallons
Volume = 0.0 cubic feet per CF
Volume of rainfall in excess of evaporation
Use period of time when rainfa | | exceeds evaporation by largest amount .
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 52500.0 cubic feet
'

. Vo | ume of 25 year — 24 hour storm
Volume = 7. 1 inches / 12 inches per foot * DA
Volume = 53260.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE .
5A. 121058 cubic feet
58. 0 cubic felt
5C. 52500 cubic feet
5D. 53250 cubic feet
TOTAL 226808 cubic feet
^
SUMMARY
Total required volume 722528 cubic feet
Tota | design volume avail , 728083 cubic feet
Min . req . treatment volume p | uh sludge accumulation 495720 cubic fee
� At elev. 47.2 feet ; Volume is 496130 cubic feet ( qnd pumpipg )
Total design volume less 25yr724hr storm is 674833 cubic feet
-
At e \ ev'. 49.3 feet ; Volume is 667933 cubic feet ( start pumping)
Seasonal high water table elevation 46. 1 feet
DESIGNED BY: APPROVED 8Y:
DATE DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
^
'
'
-
-

OPERATION AND MAINTENANCE PLAN
-------------------------------
This lagoon is designed for waste treatment wVth minimum odor
control . The time required for the planned fluid level to be
reached may vary due to soil conditions , fiushin8 operations , and
the amount of fresh water added to the system.
Land app | ication ' 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 runoff from the field or d�mage
to crops .
The following items are to be carried out :
I . 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 .
2. The attached waste utilization plan shall be followed . This
plan recommends sampling and testing of waste ( see Attachment 8)
before land application .
3. Begin pump-out Pf the lagoon when fluid level reaches p \ eva-
tion 49.3 as marked by permanent markers . Stop pump-out when
the fluid level reaches elevation 47 .2 or before fluid depth is
less than 6 feet deep ( this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount -to apply per irrigation is
one ( 1 ) inch and the recommended maximum application rate- is 0.4
inch per hour .
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand .
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation . --
T . All surface runoff is to be diverted from the lagoon to stable
out \ ets . .
S. The Clean Water Act of 1977 prohibits the discharge of
o pollutants into waters f the United States . The Department of
Environment , Health , and Natural Resources, Division of Environ-
mental Management , has the responsibility for enforcing this law.
'
' !
'

^'
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment with minimum odor
control . The time required for the planned fluid level to be
reached may vary due to soil conditions , f \ ushinS operations , and
the amount of fresh water added to the system.
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 runoff from the field or damage
to crops .
The following items are to be carried out :
I . 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 .
2. The attached waste utilization plan shall be followed . This
plan recommends sampling and testing of waste ( see Attachment 8)
before land application .
3. Begin pump-out of the lagoon when fluid level reaches e | eva-
t \ on ' marked by permanent markers . Stop pump-out when
the fluid level reaches elevation ' before fluid depth is
less than 6 feet deep ( this prevents the loss of favorable
bacteria) .
-
4. The recommended maximum amount to apply per irrigation is
one ( 1 ) inch and the recommended maximum application rate is 0.4
inch per hour .
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand .
6. Repair any eroded areas or areas damaged by rodents and
esta.b | ish in vegetation .
T. All surface runoff is to be diverted from the lagoon to stable
out | ets .
8. The Clean Water Act of 1977 pro.hib } ts the discharge of
pollutants into waters of the United States . The Department of
Environment , Health , and Natura\ Resources , Division of Environ-
mental Mona8ement , has the responsibility for enforcing this law.
'

'
SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 2.5 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS @ 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEM8ER 15 TO NOVEMBER 30
150 LBS. ' PENSACOLA ' BAHIA GRASS @ 60 L8S. /ACRE
(SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO JUNE 30
0 LBS. HULLED BERMUDA GRASS @ 8 LBS. /AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
.
0 LBS. RYE GRAIN @ 30 LBS. /ACRE (NURSERY FOR FESCUE)
100 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY AGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS. ................................................
APPLY THE FOLLOWING:
2500 LBS. OF 10-10-10 FERTILIZER ( 1000 LBS. /ACRE)
5 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
'_�
250 BALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IG COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING. '
�m
1 . PENSACOLA 8AHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8 �
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIA8RASS IS ESTABLISHED.

v y41ti"c-[AVY
! � � G`cpcc SeG 11�N
I
, i 1 'O U•1'!O d'`,SRC._� Q'� �CY���Fl6� ' ;
Z a• 1 � I r i I �
isz
• I � ! � I I I i I � � I 1 ! 1 t i I -�' I
I ' I i t I • ' I •1
!201 I - 1 i ' .l►s i
71
• I t i i I I I ; l i � � ! i I 1
rDF
3 I I I I j i i I I � I i � 7.. 0• 1 + � � ,

mmx
�
WASTE UTILIZATION PLAN
----------------------
Owners name-- : 0 R,4), 7- County: 0 xe,�'�/'�
Mai | Address-: 0 R4 V ��� _���
, ~°
Type of production unit---- : 0 v���elo elx
Type of waste faci \ ity----- :Anaerobic Lagoon
Your anima | waste ma'naSement faci | ity has been desi3ned for a
given storage capacity. When the waste reaches the des i8ned
( eve | , it must be | and app ! ied at a specified rate to prevent
po | | u-IL ion of surface and/or ground water . The p | ant nutrients
in the anima | waste shou | d be used to reduce the amount of
commercia } ferti | izer r�quired for the crops on the' fie | ds
where the waste is to be app | i ell . This waste uti | izat | or, p | an
uses nitro8en as the | imiting nutr \ ent. Waste shou| d be
ana | yzed before each app | ication cyc | e and annuaI SC, ii tests
are encouraSed so that a | | p | ant nutrients can be ba ! anced for
reaI { stic yie \ ds of the crop to be grown .
Severa | factorsare important in imp | ement | nS your waste
uti | ization p | an in order to maximize the ferti | izer v� | ue of
the waste and to ensure that it is app | ied in an
environmenta | | y safe manner . Always apply waste based on the
needs of the crop to be Srown and the nutr \ ent content of the
waste . Do not app | y more nitrogen than the crop can uti \ ize .
Soi \ types are important as they have different | nfi | tratinn
rates and | eac n ' potentia| . Waste sha | \ not be app | \ ed to
| and eroding at 8reater than 5 tons per acre per year . Do not
appiy waste on saturated soi | s or on | and when the surface | s
frozen . Either of these conditions may resuIt in runoff to
surface waters . Wind condit \ ons sho ILL } d a | so be considered to
avoid dr \ ft and downwind odor prob | ems . To maximize the vaiue
of nutrients for crop production and to reduce the potentia |
for po | | ution , the waste yhou | d be app ied to a g1--ow \ n8 crop or
not more than 30 days pr or t� | antin8 . Inject irig the waste
or diskirig wii | conserve nutrients and reduce odor problems .
The acres needed to app |y the anima | waste is based on typicai
nutrient content for this type of faci | ity. Acrea8e
requirements may be more or | ess based on the waste ana | ysis
report from your waste management f a c i I } ty.
.
The design of your waste mana3ement fac | | ity is based on tbe
fo | | wing :
Amount of Waste Produced Per Year:
-- ~ ' �
---------------------------------- /
���
\�anmas x +A,4Ltons waste/anima | /yr= �� - s
' '-
tota | waste

«
Page 2
Amount of Plant Available Nitrogen Produced Per Year :
---------_-------------------------------------------
&" "�, 3= er VAT
' ��
R- animals x 6wIO | bs . N/anima| /year = -1- | bs . /yr
AvaiIab | e N
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 . Your facility is designed for 180 days of
storage . Therefore , it will need to be pumped every . 6
months.
Tract Field Soil . Crop Yield Lbs. N Acres Lbs . N Month to
No . No . Type Code Per Ac . Used Apply
----- ----- ----- ----- ----- ----- ----- ----- ------
7V451 If 'VI 46 255 Joyro
^,*A 4 &16-- 917.5-
6 lam'o
�y *^m
----- - ��-- -2q�-
Total
Avai | ab | e Nitrogen
Surplus Orefici t � ~° �A
� �� .
Crop codes : 1=Cerea | grain ; 2=Corn ; 3=Fescue ; 4=Range Gr . Bermuda.
5=Contro | Grazed Bermuda; 6=Hay | and Bermuda
Narrative of Operation :
-----------------------
_______________________________________________________________
_______________________________________________________________
_______________________________________________________________
_______________________________________________________________
_______________________________________________________________
Cal \ the Sol ! and Water Conservation District Office after you
receive waste analysis report to obtain the amount per acre to
apply and theW applying
' ' ��
waste . �y~ ��— � �
T
r �~
Prepared by : C I, -���
- --------- -------
N We
Tit | e Date
Concurred in by: /�� --�-�_________ --------
Prod cer Date
�
(Copy to producer and copy to case file )
�
�
' ` .

-
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
C | earin8 :
---------
A | l trees and brush shall be removed from the construction area
before any excavating or fill is started . Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas . All stumps and roots exceeding one ( 1 )
inch in diameter shall be removed to a minimum depth of one ( 1 )
foot . Satisfactory disposition will be made of all debris . The
foundation area shall be loosened thoroughly before placement of
embankment material .
Cut-off Trench :
---------------
the plans .
Construction : '
-------------
Construction of excavated and earthfi | \ areas shall be performed to
the neat lines and grades as planned . Deviations from this will
require prior approval of the GCS. Earthfii | shall not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps-foot roller during
placement . The embankment of the lagoon shall be installed using
the more impervious materials . Construction of fill heights shall
inc ) ude ten ( 10) percent settlement .
Abe
-
% -- - - _ -
�ompacted w| th" a �b � tab | � �� Refer to the soi \ s
investigation information in the plans for s 'KAa | considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation .
Vegetation : `
-------------
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction . '
_
'

U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service , ,;I . I yid September 1980
File Code: 210
HAZARD CLASSIFICATION DATA, SNEffjpR DAMS.
Landowner y, IPA
--` - — --- !: :Count `- —� --_Community or Group No. Conservation rP,lan. No. .
Estimated Depth of Water to Top of Dam I ; —Ft., i Length: of, lood Pool _�LoT Ft.
r
Date of Field Hazard Investigation
Evaluation by reach of flood plain.-downstream to the,
;po.int of.,estimated minor effect
from sudden - dam failure. fir:, i . ) , ,
- - -- s . E 'ev. !Est. Elevation
• Kind of.,' jiIipprovements of Breach
Reach: Length: Width: Slope: Land ,Use, •: ; , Improvements;,j,: . Above ' :Floodwater Abov
Flood Plain: Flood Plain
Ft.- Ft, rf ,Ft. Ft.
�s.NF�r.iw..r n�r,c�r' '•
3
Describe potential for loss of life and -damage to existing or probable future downstream
improvements from a sudden breach -fit �� r, .:, �,•�1r►-A 'c%
(•.`r (�ri . C �H P_ --�f� � yC l c�r wc'_. 6'r' �74�l ��`��t- -f �ii 1+ '' -c'.. C\ � L f• t.� e:a �.�--�^r.. ;r
5tk°l rc S�,cC' G�t`--_—�LL °hIMaIT1� C. I. M•,�S �h hes:n4r5� f�l7L� :�i� �• �1
f-I P4``nx<<^ ;�<t \��' `t ° jWF (.INL r�ITC/( ,�/r1/Tics 1"7,o EA6LE 3wAmI��5'bU�.
Hazard Classification of Dam b, c) (see NEM-Part 520.21)
Dam Classification (I , II , III , IV, V)
By✓ (I..��;t C l�_yf a. r� t C CtS� S�-«� �.�� Date C[
name W i e)
r
Concurs d By 4& _ Date /2-2 — 73
(name} title
NOTE: 1. Instructions on reverse side. ����c��a9����� if� _
2• Attach additional sheets as needed.
►AAR 2.8 2019

scs-ENG-sae
Rev. 548 U. S. DEPARTMENT Or AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME DISTRICT
BATE Q COUNTY AEAoeL
S.C. S. P116TO SHEET NO. WORK UNIT
WATERSIIEU AREA MEASUREMENTS
CROPLAND. ACRES PASTURE ACRES
WOODLAND-ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIUi:1ST
SKETCH OF PROPOSED POND SHOWING WItE BORINGS WERE MADE (Approx. kale Ill. feet)
Locale reference paint + enter line of dam end identify on sketch.
5h s3 ? I
PL
d �
A)T
SNOW / B NG NUMBER ANDr H FILE j,-b f l-b
t DEPTH ONake and I1s1 lie and toll/way boring •then Aanded errand am pit bortnei•sepa f*�h iwrocal red line.
SGA1.E (Continued an bast where necessary) Shaw water table elevations an dam•slle borings•
1 2 3 ♦ 5 8 7 ---8 0 10 11 12 13 14 15 18 17 18ff21
_ �' 5c, Co
Uj
BORINGS MADE BY x-21211' 16 SIGNATURE & TITLE
�QGr dLI G f

TYPES OF MATERIAL ENCOUNTERED IN,BORINGS
(Use one of systems below).
UNIFIED CLASSIFICATION USDA CLASSIFICATION
GW-Well graded gravels; gravel, sand mix g-gravel `
GP-Poorly graded gravels s-sand ,n ;; i : • ,
GM-Silty gravels: gravel-sand-silt mix vfs-very fine sand
GC-Clayey gravels: gravel-sand-clay mix sl-sandy loom"".
SW-Well graded sands: sand-gravel mix'. IsI-fine sandy loam
SP:Poorly graded sands _ , 1-loam
SM-Silty sand gl-gravelly loam
SC-Clayey sands: sand-clay mixtures si=silt'
ML-Silts,silty,v.fine sands;sandy orclavey silt sil=silt loam; '
CL-Clays of low to medium plasticity cl-clay loam
CH-Inorganic clays of high plasticity sicl-silty clay loam
M11-Elastic silts scl-sandy clay loom ;
OL-Organic silts and silty clays, low plasticity gic'silty iclay
OH-Organic clays, medium to high plasticity a-clay
1. Suitable material for embankment is available mves No; (lndlcsty wh*ry hnatea on the s6iO on
rwwrm srd.J
` V REMARKS: yQ !w1:
,SM .or� (�--SIB �'� .r;�q �'•: I''; Jy
�'� ;. a s
r e ..�:r�r i,+1� cra/t Si n t i�r q i!. o T �t�O c��y• ! j-4.'
It enct VA
bR d� 61G K7 /rGd f�f/�3 , i� CM �Q��T CC
2. Explain hazards requiring special GALA ion in design fStenes6.mr(rV,.rvek tee)
GENERAL REMARKS: I
le✓Tt1,�z3�
rrrl? 3.5
.11'
� �Sq
24 26 28 27 28 29 1 30 31 32 33 34 35 38 37 3811391140 411 42 43 44 45 48 47 48 49 60 61
C4

j I.
i A L L Al,ik:"—L
s.- - �,�,1{ r• �� �.. ,✓I r,k � ikt .� ' .�,y '�! �' :� i � 't L!1 � :• � r, '� � � : � {
,
r
�I � . �1.a
,
�rological t#rrd ASWculfuhal Ettlike rin . Naltit Carolina State Ujiiversity
I ,
itxv►?3Xacx tTASt xAt ff-190. AIUL13A ALUO CALCUtATIott
i at LA111� Af f UCATION MUS
ae
r
I. SA"tz COLL C-riaN
A. rslerl.-SdLid Lbe MAnur it
ii SdrAped 'dlrsde13 `,.G d lot into spril.edar
A.: Froro (loaded tiprl dbkr, collate about 1 bs of manure from
dllfarent !lot AtL nsiutin# nendr4ttllid �cllcetors.
I" �.4Ii II ' :1'IIyy j• ' Irt:t ' j,l k !!'.
�L1 or, am stbrag4 (Fitt �''.�, I i:•. i.l rS'i { i 11.'
fa j Cettedt abau by bf Minur4 tehik gad�c the surface crrs,c
!' 1 avaWn6r I b4dI in& WAE4riA1l{ AtM tl.sUls a mnafetAILLe caLLeccors.
I ,. '. �• • 1:.I<<., r . I :-�;. ffly:rt •
a. ,L.tgdid ?Gen+,eei ,slurry .'�.�; f iII•; .' '4 �I• I• t}.
fir ,
!� uddat•alateeds!I dak ple,l
< JL1 Excotid A L/f net k"461llid conduit �004n an bath arid: Lnea
Ali r . I 104nt1 td L :tl a#1.�1, I I tkf
S4al 'tlppatl it d b riihdult: (4.ai}{ b� 111 Bing A thumb over: end
I i of conduits 'irAv41 i* &Anurs thAd hit:i t4red lover end, remove
i And empcy 'Al rty Wed IplA*tLA b4dk4b'di hantmecallic conealner.
pl TAka Isubslp d4. ;dai'11 d>f• i>ratts l+ddlCib at at lease 1 quart.
d Nix add 'ldd 0au One Cd ndhm4 a ll is same i e conca Lne r.
lii EAeeriot :starag .bit. Woe tank ,I'
I aJ Mike I3ure Imst tied hii bean ve1L dL!e4d u th a .liquid manure
i chop dsCjst�!: ea It pump or. prap4lllL'��Igl Rear.
•,• �, i ,;; ! tire,;..
is I' b 'Take Ista6limp ds+ Q g P
rdre:about S li idt,►t onA. rota a iexeor u'ap
�;o E1dmi�tlnu 1 ! rdJ►ddt.,snd pLAtl1''!t, A plastic bucket.
tirri, ;,.�(}, �•. :I � '.I:i,i�.ihi1 'I+',a,� + r
• I 1 I ,.r; Irj�,
+jPrafelsbr and Excerls Lon ISp cLA Lsci 6lologUil" Attd A tidultrurs! Eagineering
7eparta�'edci North. ltdll;rlA StA EiUnLvirlLeyt;ltAltt4h, 11C. r
' I

of 3
a. IUX And add 3/4' pint_ to d nomotA11L&-L pl container.
'I + ,t, I'. ,IIII i!ii')l
III II• , 'r
C. L &oott 1,iquid . ►;! a °' i i �'' 1 ! ' ,i':"'i
i. CellacE about S/4 pi, e e ttcyeldd fsaddh liquid troy Lnflov pipe
td .,!lush .csnks •in .a 6M t.a11Ld ,tixnpla(tlehtALn V.
Lip Froa l�.�oon 'I:i.:;.;•�� `:f.t �,. � 1'I• 'I '' ,,J 1' .,
A V.likrt d steall' bet 1i 1%2•.pint ,6k, 1698) on end of Lo-Ls' pole.
6J::txt,lnd bottld LOA �J uty tzaa bank 44141
.e t, a vulh sys j Eloatil 6;i,cut4 idr debtls t ,E�I,.� `
d Submaraa ,bottle J thit i 11,!of Uquld,auttaea
*1 rMpty into Via,pia! Li!bucklt+ ropaAt about S timot: ,round
•:I : la6don+ milt, and, dd. /A,`pLne !to' noM4kAlli sample container.
1 , . . .,i _• 71,i�1'(i'' I
dtkey �
D. BroLl4r intti , Litei>c• J,�t'= I , + ' '
La. 116mial 'Utt;at! '
,'��t;,Vlsilalty 1tlspedr Lte r 4or' *Tfat nt !4.atyiA1; quality, e. IS
ara+lf .around 146drs end ust:nrtstai .arid 4t1t:! tact preens: o[
'r tlodr lur tae L n 4c I ai4t 1 ;+i;:,i; 1
11 1 I:` 1 i .,••,i: i .•, ;t't"J. i';'�j:
i`TA� 4jlibout s l�ti t' 'Mitt teJ'at lodidipt!ti to ortion#ta to
. ., P P p
Ijl:jtee,w`4a"" tig- ifl iat 6!1.1Lteii of !•itiftAtl iaual quality is
=;:v ;jrol�nd 'Eelidata dt1�1:'U� bl1~!1,' taki'''1'' ltabltlm� t there and the
6thit.i4'sublaupL� ��l da
!fAziALnder.idty.tlLdat: urtaca,
it j,• �.• ,..II"'"' t�'���r:vrtl .t�,. .�i ��. , . ,,•�,
I
d,"..Ae i sch• 166sletodi bet a$t'ilti4i tr A ,A i6" y 60 arts down to
y ' iit th :floor` arid; At lei iiA.p144tiabu it.; !
Ir i ',;'1•I ►,•. ',I:,' .f�;.1��,4"..,�I .I i��,Yl ;t !!•. ,: r,,',�;•1'.�1,:•
`.d. .Alt�r,`S' subsa�p�+� h�ve;,�4ar1'idd4d td,,th4 bbtckee, mix, �,nd add
I� abadt!'-211;lb4"LI�Ea��Ed a notes-setIlL$'1AMpI6 Contain-r such as
Oil e':hl�allotl' f>G4itt i!bJ and faa►1i1 t ;i �II!I L.t:
'1� f�.,..,_i*;II• •ill.�.'•_ ,,, ,i: •!. ' .± .t ,' II°y•i'�.�:'`�,�� }I ht 'I
i Lea;� pleef�ltockp 4 �!'f,` ��{' •1�:. y',S;`�l„ :.,.r ,'�''.:i!;'+il•��,4-.
` aa.',TAkii ;subaim0l4.* oai euC•3`,locatLenl At � Ast: IS- into pLlt.
bt hixi' ,Add 413 tbi d;A nmitaliLd sae ddnidlnar and stall.
!
' s
Ci{' ,Zfr�4•;I i.,'.;?• .':�' 1:.��,'�'j ',{, : ''.,, III ?1 ��,;,�, L ' yy+' it¢t,(!hlr��1F11 `,I
',., ,: .� ,Ili,i' II IIr::! ;IF ,;".!' ,I �111 i,y• I:f li'�.�' P f'•'
..;I �i , it i •• 'j,,. '.;:". .

.t'; '.r.T(. ' "!'F'i "•i' .jl� 'IS'� "�'.it': Y(mil ..�L7jt q"1.'i'fp', rrr., r«Ttf(Y:1�'
• :�Y .1:. '•I. :il .r,,IItj � i '� i� , Jc�.. '�;,�'$"rl: '•i:`:#•.,�,9• ; , ASIAUMUIC
"'+ 1 i'. `! 't: 'i�- f'ti: ,,�''(�' el'=1 .d! i}�::•� 'i•'', .I• �;.i'j< I. ? ] OL
- ` ' `:��.• ' '1 •'•''�F,�: I' '��.'.,`;:�.I t 'e.•!`�'.�.±.t i�=,el ;1��1'. '''i•}•, '' �'•,.•j Il:r
xI. sxts�t„>E: MpA�Atitit�.�illtd`'i � .A`, I.i,-•'''•.,,. ,�` I'►i �:;� . i
A.t !'ltti1 #,Inipii `1t1t67 1ci' pAh &bit dontilhAt 'khat �kn be temiod. Rine•
ri!!d>u##►troe,°tdnc lh Ul�h�tlilri;ultafe',!but dol �iat use *Lsin[ectsnts,
reap�4kblt'.trr,Asti ..�b��i.behl�le,`++e�; �;4t4'
Ptak iAAIp16 111yiUii; t tb ri �rdt j4�skkSl�i1�>1!fttk for to Lab quickly,
•I fi.1 I ;i s/} i r.I:. �'' I I �;• i d"•1't`I'!1'+n4-7 1 '
� f
C. U"dAdaiivbry{kJ i Olt lU*61` aaYi�d it It'tt >i r
Df, ped6de''bi ''oib ontAtn6r iltth albkidj mAtarLal such as
na�Uatpkpb�� ,bay! b!�'�ti►cleKba bath .4>ce,pd�et�,�pAV01,41id tap•.
I.1 :>,,. r;•I:•,,i,. .,:{:�i'::,11:'.t�. F•f :I •I :r 1•' ti - ,3 1h'1'd:i'''
E. and mAAL14 rd AtA A1sb 'AVALlable. Contacts:
.! ' AiL 1, Ptekei Corp.Core
762it uhitipink' Koad (�r ;►'i,'. ,r,; : 'i', 1;' 'i�:��11' 2]20 s. yoster Avenue
:fi 41-0 t4t441int. IL 60090
!� ?hljlll.(A0� 4��Ail�f4a ,Y' rf' r11;s �]12)]98-0110
•, I� ••�,.I1, A f ,I�i;l,; I.��r.+;`�( ':ik' i I
ii, 'F"isti`r Scilhtiti �di !:�!c.l' � :�..: :�jiVa, NASCO
i ]]LS tr q
.h'1 '• iheen•:�oad I� �;'!'•; I ,' •?� �'!•, l �,�Ii-' ' r00i .1Ynesvlii• Avenue
' ;
. is t.'•1 '� '! 1�1 �4r,;.
ttiiilth, HC ' 2y60 �•„ :�jIiru tart Atkinson, ai 53538
'I,t
1 *hli ; Ltil,a�t,b�al�! �k;.I III; ,,•-;�;;:I ''`?``i!,l;� �.��`:��'��:'>t ��•.,J ��14)itS-]a46
ri' fri-0Ac4•'jkVAIL,tie,11j;1A1 #� i. �+/a,ll:tblbll,.b4iii;'liuyplli AlnAlys.s are costly.
c. 7h�t, Ncn.1�:,prnvldatt�th it�#li ld/ loin;-No>>+tkj'4�asell�n�t t4#id•nts
ii;Addrssi � #oeih dktd1itik'bApArt 4ftt 'd�.!Ag iculture
:Adrdh die' di�!ltinet I,:r'. ;'I
i PlAhe 44*4 Oi6iUtidti AdvitBcy14 1Lan
ei+t !'
2lilt }I'' I t'
ph I- ji Isis
Attn!, Di' lt.iy ,Campbell"i;1
i r. I 7 :,,•r ..5, J'{ t ,I �1. ,..{�,��. .a 1,',I jr•!:SJ .�.
iit'.- Forvardt 0.,Alon vif L'tha sdmpl�i ,j',y��,,j,,;,;,';
lil, In 1ad,4 tha' tol vied 'idantifia,u:ioit ittlo�tion with samplie:
\•',�!•II I.i. is:+ ,It"I .... ';f' ,, 1 ,;,.,1
'l' A i, Ulot toak -fp�l iA dklty; auiKi j( t><lrieej `ee.)
i j '' ' ; ;r;i t5.�';tlbA{pack ti4ll i uidd=htirlArjl'i FEi�llshl 6=' turkey-hreed•rs.
bcood4rh&04 bt¢'41j hUmbi[' tladltk�gy Int an Litter: ace.)
„ll' :{i;;aii':t(�!lee �ty+pe t Ir'! jbt' gdtApkd'bAr+Uk1jilllquid slurry: swLne-pit
liu }; !'Ll;o 1 juidi:-lLUdbel-'j.bidilttt ouA4 litter. seackpLla
(,(•,F , I
1 'I
I •�,-��` ••L. .r'.. • '-'' •j},1 a"`t'.1�4. (" 1 r.. � , .,,;", •��gl"� 1 '1i• I -
lvr .R4 utih, IAAAt ,'A p1. dra+id',dri ALJJ JAMpiFFtt 'H, r, K. Ca. H9. He.
1' ;`-1! :1 ' Yr i t:l''•j a{ Ir I ,li y1� �;tl.' 1:. � ,1 r Ir'rF 111 S 1r* N.1t Zn Ctl. S
,di{(Aad�ELoi{,il,Jinrll 1i ��tdtiid�UptdA 4 U1! OHS rio. Cd. Ni. Pb
�'(!ri
;t i!ili�. y,I.t Hit .'3�:,' ::}=rj 17•a`�',',(,i�,+:,,1',�'}�y v�
::j+�f 1rI! .+:'k'::• Yi'':�• jE,' '�Ij' �'j,;?., � ; , '•�_' i ,
• i� �. t.... . ,I,`� Ir •I. '1I !r ,i�1 :.1�;'1''e!'-� i ,,, ] .1�1[7{}� 1
{Il,d';ry%
f�' �.� I It� ..�1:; �r�'•I'' `
1 t 4 t•"' i',}r ,:� .}''�i� ,
t ij: • 1' is 1;•I ',� '+ ;
I '`i� ;�{`i ;!' ,':''.r '' , ' ti �, '''jl•ti• . . ref, •'lief'.'
,,`'�� .Ili.{'•,,II ,�. ,ii. ti•: ,, .y;;I• •;+ ,St:;�•t. i!i4i{,:

•'' � !Ljr,;'.r i •1. ��-•� t.
.f1
>�r
\ ` to, r z
10
/ / `i. iK. ,s �r�'�^� V j ��� w�r�{A.'i.x.:r 7'r 1 r' �i:��' �'!' •ISi �'
tN
r'',:. •x 4 �, t• ,�".. ,.y.•le
s
�•- '+ry -• "' 1 'v'.t � «. b , -3. F'-�+.v.r {S .r i!. h..y' 'r•ti
-.- / ' �'` �'�'t;'.'�y r� �`S '�14 }'�t,'���� _ �'�.;'.•T.. �G '!.y;� tia:;>f:�- ;4,, ,•..,; � ti t„�;"�y4x't
✓✓ r Gfl r �y ��r/ �p -_,L'- •Gi�. .'�-• ,�'�•i3�.,'.+�•.1-�� � "r�'A' S't`�;r' ~ �J
4/. / :fir. J L+ 'l.}% i..C';;`�. _ < '•3, .-. .{,.c^tF a i.''�?'. P :+... �r:Y=�."i+`;7otK- 1,<.`-� -`'
Ry
�)F;`-Y.:� �;�' y .Jt i ✓'.:s+i k r `F � f!• 'x1d SFi.�G�. fir:. -
1 ��,� _ Y' ,�" \ 2 r•rF'. '%:; ,i:',..1'�•`.'A si`"�a ►�,F]�:1r-_"."
�.\ h ;�• �/!��"1!- ��'�-' .-.iYS-" l �..6 t;� 'W,••tli .'. ,... •� Y:.r3-°'ir>f!lj;
..{P•',l.i ,.yam / �y�5�� ; �� \ �"`KGG �T► �' .. "�s .f r c�+y� ya^ ­Ib SrI
\^,�� {�'t•.���.'. ,'`� •��~` w� /! �y��- �=t••`� � i=�:f 4rri f rs'� '-i � Ai•.%/ K_+' +f�'(r'�:.�
�' \ I ��r:-'����..��+�.a�.,Z s`,,�� (J �f j�r' ram.`�,� � '.i'(�• ry"?'`'-+-rr L9¢ s 5 ,Si k' `S4.`,��'
f''w
�r \ r'6ll"�;3�, �.�r � •' r 4-::: ,.�� `�. RA sty ,r,�� .7• -�: ,;ziC=
0tk
�tr.'Mi•:wa.�,,:� n. ..y.+ �rr'Cw' . 4 •`�S`;;,nj7�";�'`�`�+ _ 7rn"- �{�F;, �. :.�
`a wx, '..k
- �:::41:'i�;.�;.y+r?�.�:��y m.,�`:-2�F^Ls�;��..�',�?��•r, f?+�'y��( i-,,t(y � '' ! •<`r'J��k r•► -_,p•r �.;,•i•!
t:�:.�•�`:.�1 +�� .�b �-,i.�?r'.. ti;•n.r•- �. �� �?�w� .�' r-}.
.yrza3'{}
.•g�. F.•._ "yS:, -`r i7-Fo rjLwi�r � .r�nHi']r'+7.y'Y i `f1,_hF.F•��,y I .+f� OGtNXI
' � § c •dry!':. �..� Y• ��!- ti9'•.•' R -3 1Rr � off �- f �... `
:'�i�iiiy7�' r, r� �•;,r`�y'`"g �h�L � ...^,:}�".:v!'� 3 L
�"C.»:1 >•,��' �')r;• 'd+.`!F',_:Yx s..t:��::���'• •.f. k'' yyn,�.{�: yY. ,,,ra-ice�,1� �.'J. �,,•`�' �r ti.:.�r:
. •.. r. V.
.`;{G,. t� kJ •s'r-..,.. •��•�.��c f�`��r .+71"•. � � ��rY "�"'�j��` f"e'
••t��Et?�T•.`f-wvw�`"r�+_4ifs�'7xl:T ""�•�A�' ay die' � 7 s� ''4`_�'_« {f '` ,- •y � .t..� _ Ff •F� .s � y'%""�",..-'",.
�­,,i
c.A•,r.:i:,+t. � dr ;,a rV_rL. ti a,y� y%!l��y'1�����1'��• iC}..; µ y
:s v:`.,, � :,� +tau' �•�, ,1, `w �� r
:s�.rl�� � ,:'l lS •' '.i:SY.v`�iG:' '�v►+`� ..1{f rs�iaZ -,
�e e•e �.� � � LI.,cL.-�c � 5 L- rq G l_L .S(.cJ/'4 I'YJ ,�

LENO|R COUNTY. NORTH
s h
Ll. Ka
ilia
Ka pla
IN
Ka
Ke
Qo
Pr
b Cr
41
lz
Kb
pp
k Jo
Ka—
Ly
Nb-
�
a ^
�
( ,
�
'
`
'
�
�
i

� y �
o roe T
3 /--
[� I �; oar � r•`.=
5.., �
`".4, eI r TF' J.
f Ls e 0, 9
vwj o. t.• 3
�I err �W
.000'OWE �I I
• I� C o Y r. �l it r_
0
-a^I
\ a ^I J
of yI 4'
r, "I , W
.1 r i •, nl ell
EXT. .`.,
�s �I1 a sve
ix
6.4
1.4
,000'OLYL V_-
_ .,
e.
TTIH MONS Ol
t
v`
IN
3.4 i0 FT,f J
TOR MONS Ol '��
lordl
ul
yyII a
r s e. _
lil `I `_'Y' h Ra� t� i➢ `�' _ .fs" 1.3 L-
1. tickN :� 4

630000
o FEET
\\` r:ff-a�f �„'^ to c;-s/ � f •,�a:.-..,.w, ,..•�'v�'•-.
qq � �- ;. -r ;i<+5�3 [ O �•:,.i.�•y'-`�. j�'ii.'..[ y51,3i ��,`-.,{�,.1
-
, .o� '`'' �� �l\Y A ..1..� ,t Mks:.,:.�:t .�J°'fdt•
:, � •� ,D S` � -'y:.xip.l;" �i^ifG.'q��.7 ':et6.'j+."li ���.`
!`�'1^"' "7 1 ]• 4i� � r��,sY~•' .f:'f �' �T'iF,r�5=}t Y_r ��r
• 1�.;' .��.i',�,.:���•r.'�` 7 11tC3'7�i`NIIU7�
• p l
�ci i 1 _ r ..,'r '� a;='.Yp'r' 0 '-ti'•'J.:v.} .,•Mh:�f': �.:
rOn:,d'r�
� .✓� �,�- ''•i[',ury �°-(:V nr.:,, �;F-(�i�".IM1�•'
��� z« ,y yr:' � � �1 ..14•>i.,�::I;d�.,".`�..:�s.,;xs�;ai t,`yl-�•;i.
�q•,. ,9 ��` �' 't :iCi r.,.a, � - � !1 � � 'yu,�•••jFf•C.'::1'`.:'r-"e '�i+::r-,�.. '.�- �•`+��
���� � J' ;.SS�,i fit.,, r,.: - : �.. J�►+,�.-'r,`Y
'F,•la� �r:5- 'kil 1, C � Vtl]•VE9.'t•`
• `�'f.i.\. s �rli i_
\I .rJ:.✓• ,K�rii r�.« „`• P«'i"� J`:7, t,j.:.:v i,r`•�I� 1 /� �j,/1 ,i.
7' 1 ��� � rl �' �1 -� V i '�•; ,a� �r �+.�� ' �r � i'Fr,(1. 1 1�F�`•`..��i•'-""J I{I�(�.,��..,�.r3' `
25`
' •. �' 1'. A- Ire ��„� - i - M'�( .. '
� :]'114 N117F418' ,-/_, ' \ • • RrR ff".."" 1 �, t i�' kk"•z. ? -._ �"- �,�
r
211,
91
lot
A ilea
� J) \ _ram y �( +Ci':k'` "'-YS`"�G C� '`! �•
_7 .t � !r ►. J
r1, FF �1�•�, d',to J4�t�..l••tka,i�• Ha,y.;:'x� \ LY �
Jf{ � ^t.. l: �� ��' �, e, .�•"•... g16`7',td,
�,,�4y .. �•G .,Y L,Pi�Y.�SrAL.K`.l t'4'IYZC.. ,J 1 �.
. :. 4
•7 � • _tp(•};.G ,.. x ':, , `�'•�*q :'f1:,�: +��:,�:•',T�kG�Y,1 Y 1p-ly•� �� •.y'-• l o
� ,: tw = � � �t�.e •.'•t:• / \ 3i \ �� �.tJ��r'�j` 1�� ,� fri"/,,� �� .•-7 �bGa
! .r,>G 7 j .{„'GL' �f i 1 yt�r � .r \\ .,5' SI•R�,�y ,Ky, �9s 7 1 Y f �i 1J v r —
.ilu�rl �., j l,+ti!' - �fiti'`r::n5'. (vi lit '�� .,;,r +fie;?X+'T�'Y4',�,:+i -- `•:sl t.
•` !i 5 �,,3� !
Mom"...ye YR���.p"^'';1• :.�. :y411of7�,,? dp,:'�;'-Y,,•: y�r,,.p_, / i_' :� ,.1i.,-.r -
���s7fa
p �' '�'``�'• - ��y�_. '`�r,j:�a Fn���iJtt��'+�� t��+'1'r�ji�hra�• C y �•„?`: - �i r�`3 4
;.;•�jt��', S ' �(r�K�/} 77 ;r�,,l�7 f`i u'•, R{9.'�e.��L k�L.� �- � .y. rPY'
P\T 3 } y J hn j'•
! ,( •.. •�.•��.. 7 ;�7a,yy 7d '�` i:'J.�'-��'�„ S'�y"$`:,� ;Z,r �J\e M F:,.
� �"'� K\ �- A''r- 'JI ? !ri• .;�.�r '/'::''J y!' yl�•',. -- :�S .I "7',j ry rj ,.'a„i, 7h �,'
''� � 5,� y�f:,j��$iq.7 fny'f � ��.'r'Yt$,,; --i��k _ p1�'�� j �rc �r }iv,•'.tt��:� '` r
ftj�.fF�;f t''�1 ��*' '1�;4 Wf�s^ „xfr '7`,tk.-yr+`; G. �• ,'�,.. � \ `,vi. ••Y f�ki L--Z„� \J��
. •efY�`r �'.S'%�'�n 5., �if. fjY:'fy�t � '��;�.r:�',;'7' r� `� ;�C';' ,
•` ``,.J i�l r [ .n '• ,\`p�J- CJ.!. -of ^ZY".lP..5 .8I', , ...j`..•'7 7 T(t-wb uiu ,� 1,� .� 'S ,' •�•rn-*S;,�•' y ==.�.t:; �� \..
r: ••Z.-SI.., .l — _-.-1i.. ;: �. r 1. -;may _�` .,.:.Gq: C7>' � %.
Snb
�, �•. ',�.1':' 1 •"t'. ,.;.;,•�'`t- (!'�f¢Y�1._« JCS� ��.��`+ •,�,�:
• - � tl .;Ti!.,, `rld �jclu,nl�• F;p•�,L � -_�, :.' .,.i,,4,,.
.. ' t _ :'f1,' Gar�; �`;•,: � t:! t� x•i
` _. � _ ',r ai•'" .,''fir' � rt r *y,rc.:�\yo' _� •� - �y
'� ^1 .,,_._.._., •ut_i6.:� s 7s:. 'ti.,: - .� .._ .'lh: ��M.•.:'u.i'F.;. �i .�•'::;��� ?a, .re__. 'la�.�'hh'`7_S' •71.:2:,.�� ., ..

—��-ems`=��-�'`���'��.. ...: .. .:��-- -�,-• ��;e�--- -� , . -` _ - .---_
: I
-
o _
1
v

POST OFFICE BOX 759 • ROSE HILL,NORTH CAROLINA 28458
[phone]
November 3, 1994
Mr. Gerald Simmons
District Conservationist
USDA - Soil Conservation Service
2411 Pink Hill Road
Kinston, NC 28501
Re: Ray Hart/J.L. Phillips - 3672 Feeder to Finish
Dear Mr. Simmons:
Enclosed for your review is the completed Animal Waste Management
Plan for the above referenced swine farm. Specific items included
in this package are as follows:
- Location Map
- ASCS Tract Map
- SCS Soils Investigation Report
- Lagoon Design Spreadsheet
- Operation & Maintenance Plan for Lagoon
- Construction Specifications for Lagoon
- Site Seeding Requirements
- Earthwork Calculations
- Site Plan with Construction Details
It is my understanding that the Waste Utilization Plan for this
farm will be developed for the grower by your office.
Please contact me at (910) 289-2111, ext. 592 if you have any
questions concerning this package.

Sincerely:
,1,-P/ x�
M. Kevin Weston
Engineering Technician
MKW
Enclosures
cc: File
Ray Hart (complete package)
Faison Smith, Murphy Farms Construction Dept. (site plan only)
Dave Roland, Murphy Farms Transportation Dept. (site plan
only)

/� 1114 lei
im
im
� n4 .6 y ti GaWTCH
v 1�IZt� 1LL
t„ jj r
1� L �r L r• ` J
lAlreO
1721
k '" , ' .4;
17" OP
} r 173E c-
A; ry 1 T�1 1714 1Z�i
'-' ti 4V USE17-4 ;
Uass47
11
�~
TO FEW War .-
-� 1947
woo , Q
um 14
Z� ti
=ti' r

� _, J!'-_�•:•� •its •J.�~~ii-� ^� ~:
%:-.r -•��•�'i1 w�N7�'..:fr•'��'•-��•t.•�� +,!-i�•3}.•,, lY� �.S'y. s���(�
}y^�i�v•.-��JI!�•i�....�+��=w..�.�•i•�-fir• r I�r�+ .1
r+,
''�`•.R .,,` .yam-y
' •`,fin~..1.;f :r:: '' . -a�2'J'�Y
- �- _
'' � �e,�;,�.,�ram:j- •- ',;•lac ,
va,r?ir�r.�,���
��r '� • r�yy�;'y'�.
IV
i�b� •�_�" =Y �n•'4'� � �fr•r •�'iZ yf 1i�f?•�• •
��.*f..: ��i+: .d S"ry iYit4• d����t_q._�p zti�i^::�?• �{�/!�! r r`.;� try ._'•x-�•a"
♦ �.*• :��r t. +5�,•#i''};'��Y:de►Ft^.T,:�+mac
+••�.-°- �.... �=•,fir.•«'..,- s.
;r,�y5,+ y. y _ �- 'rat-••r.+-•i - f� y";G-'.'•.•:�d?�t-�:r,
..4' � y ii;•�i- :�•� tip,,�. .r•;�•rr' ++:"•'tajat�ts�.•,..,...•, J��••'
' � is�'� •�`,�r �Y .� •x7;�:s•Q.•,��p�vi�i'.'•�
[ fix
•,�'"` 'ri^''F' •~ �'�yi•�.�s�{.�{7*rr: e_Y'G k�� -` y'#, y �x r-1�
5.
"•�+ � 'it i �, �r:

SCS-ENG-SJe U. IL DEPARTMENT OF AGRICULTURE
Re.. 3-70 r.� j' 'i .',".:' SOIL CONSERVATION SERVICE
,
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME a DISTRICT
DATE� �-11 —`� 4 COUNTY '� •�� �_
S. C. S. PHOTO SIIEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS 11?
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED-POND SHOWING WHERE BORINGS WERE MADE (Apprm kale 1" feet),
Locate referrr+ce paler+n eenfor line of darn and fdenMAh an skeAnk
f ,
r .
l r i
1
I
>S
SHOW BORING NUM13ER AND PROFILE
DEPTH MaAe end flit dam•ilte and soflhaav barfnps lf"f-then pendad ena end benew Phberfe/s'spserah wlfA rfrfkO.red ffne.
(Conf(nued on bad when necasary) Show wade fable efa mmans on darn-fife befinos.
5 SCALE 1 2 3 4 b 6 7 8 9 110 11 12 IS 14 16 18 17 18 19 zo 21 xi 23
4 1 SN SN ! 3 : ► L:
M
3 _ Sc SC
I5� 5 �• C '�4?
Sc{
p _(1
Sc
3. 5 -to -i I 37t s�
BORINGS MADE 8 N — r SIGNATURE do TITLE r" v

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use.one of.systems below)
UNIFIED CLASSIFICATION r • ' USDA CLASSIFICATION ,
GW-Well graded gravels; gravel, sand mix ' 9-gravel
GP-Poorly graded gravels a-sand
GM-Silty gravels; gravel-sand-silt mix vfs-very fine sand
GC-Clayey gravels; gravel-sand-clay mix sl-sandy loam
SW-Well graded sands; sand-grovel mix fsl-fine sandy.lodn!
SP-Poorly graded sands ' . .. 1-Loam .►.`'1 t`!'
SM-Silty sand
gl-gravelly loam i:i
SC-Clayey sands; sand-clay mixtures si-silt
ML-Silts;silty v.fine sands;sandy or clayey,silt, all-silt loam r •- •r :. f
CL-Clays of lo,J..to mediu6 plasticity +. ; I cl-clay loam I
CH-Inorganic claj$ of high plasticity I sicl-silty clay Iodtd
MH-Elastic silts �\_ scl=sandy clay lo*r i I
OL-Organic slits ant! silty clays, low plasticity; 'sicjsilty clay
L OH-Organic clays, medium to high plasticity 'c-clay
1. Suitable materiel for.eb;banl:mgnt Is acnilable e�i Yas No; tlndlesti wA@m fowled 4n rA*sk@*A on .
roueme side)
i I !
+ + ` J
REMARKS: G•-• 1 5'/�.;i`ur y �4r; .�►e 711 d;.•�✓ d�d,.�e` •G b6Y;•.-�
t � + 1 . ► i. .�
2. Explain bards requiring special attention in design iseeaeo;sprbO;,110e4 4114j
TA
is
GENERAL REMARKS`
24 25 26 27 28 29 30 31 32 33 134 35 36 37 38 39 40 41 42 44 45 46 47 48 49 6Q bl
r
' L i b v A
Y 1 .'

................................................................­­......................................................................... ............... ......................................................................................
------ YHART
Coun4r== FNIOR
Gate:=== 10.127.194
Dist.to nearest residence (other than owl-ier): 1 5-W ft.
sows (farrow to finish):
sows (farrow to feeder): eder)-
head (finishing onfy):===== 3672
sows (farrow to wean'): =>
I lead (wean to feeder):=
i
A-va- Uve- W­a-ght for other operationsObs.) 0
Storage volume for sludge accum. (cu.ft.) 0
Treatment Volume (min. 1 cu. ft/lb.) 1.0
9-5 Year - 24 Hour Rainfall (in.) 7.5
Rainfall in excess of evaporation (in.) 7-0
Drainage area of buildings & lots (sq. ft.)=> 0.0
Volurne of wash water (gallons/day) 0.0
I tTrIporary storage period (days) 180
Freeboard 1.0
Side slopes (inside 3.0 - 1
Inside top, length 325.0
In'.7idetop width
lop of dike elevation (ft.):== 52.6
bottom of lagoon elevation (fik) 39.2
Seasonal-high water table(SHVv9) elev.(ft):=>- 47.5
r_-&._I -equ:nn volume—-=
I%J LCLI i 1 7444018 cu. ft. "TOTAL VO L K.
Actual design volume 991615 cu. it. 133.21%
Stop pumping el.(> or = to 47.5 ft.SHWD-:. 46.9
(> or = to 45.2- ft-Min.)
Required minimum treatment volume: 495720 cu. ft- **TFUT. VOL O.K**
Volume at stop pumping elevation: 730577 cu--ft- 147-3WI.
Start pumping elev.- 50.9
0 R.Volume at start pumping elevation: 921316 cu. ft. **STOFM STO OX-"
.Actual volume less 25yr-214hr -.T'n- 925600 cu. ft. 100.A.epz_
NOTE Verify that storage orage is adeqUate.-I- .7t
Req. volume to 'fie 93UI_I`IPed: 182673 cu. 11. **TEMP. VOL O.K.-k-k
n A A iND/
Act' volume to be pumped: 190739 cu- ft- 1 ki-t-Itif 10

3perator :RAY HART County : LENIOR Date: 10/27/94
Distance to nearest residence (other than owner) : 1500. 0 feet
1 . AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish ) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
3672 head (finishing only) x 135 lbs. = 495720 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 Ins. = 0 lbs
Describe other : : 1,11
Total Average Live Weight = 495720 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 495720 lbs. ALW x Treatment Volume (CF) /lb. ALW
Treatment Volume (CF) /Ib. ALW = 1 CF/lb. ALW
Volume = 495720 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 325. 0
Inside top width (feet) ---------------------- 325. 0
Top of dike elevation (feet) ----------------- 52. 6
Bottom of lagoon elevation (feet) ------------ 39. 2
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. 0 319. 0 319. 0 12. 4
AREA OF TOP
LENGTH * WIDTH =
319. 0 319. 0 101761 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
244. 5 244. 5 59770 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
281. 7 281. 7 317510 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
101761. 0 317509. 7 59770. 5 2. 1
Total Designed Volume Available = 991615 CU. F[.

°
`
�. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
325. 0 325. 0 105625. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 105625. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 495720 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 905515 gals. or 121058. 2 cubic feet
jB. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A. '
Volume = 0. 0 gallons/day * 180 days storage/7. 48 gallons
Volume = 0. 0 cubic feet per CF
jC. 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 = 61614. 6 cubic feet

°
5D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 66015. 6 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
50 121058 cubic feet
5B. 0 cubic feet
50 61615 cubic feet
5D. 66016 cubic feet
TOTAL 248688 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7. 0 inches
25 year - 24 hour rainfall==================> 7. 5 inches
Freeboard===================================> 1 . 0 feet
Side slopes=================================> 3. 0 : 1
Inside top length===========================> 325. 0 feet
Inside top width============================> 325. 0 feet
Top of dike elevation=======================> 52. 6 feet
Bottom of lagoon elevation==================> 39. 2 feet
Total required volume=======================> 744408 cu. ft. *
Actual design volume========================> 991615 cu. ft. *
Seasonal high watertable elevation (SHWT) ===> 47. 5 feet .
Stop pumping elev,==========================> 48. 9 feet *
Must be > or = to the SHWT elev. ==========> 47. 5 feet
Must be > or = to min. req. treatment el . => 45. 2 feet
Required minimum treatment volume===========> 495720 cu. ft.
Volume at stop pumping elevation============> 730577 cu. ft.
Start pumping elev. =========================> 50. 9 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall-) 925600 cu. ft.
Volume at start pumping elevation===========> 921316 cu. ft.
Required volume to be pumped================> 182673 cu. ft. *
Actual volume planned to be pumped==========> 190739 cu. ft. *
Min. thickness of soil liner when required-) 2. 0 feet
7. DESIGNED BY: APPROVED BY: .
76'�J-d&
. � �'
DATE: DATE: / // � / '\�~
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS :

^
^
OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe (s) from
building (s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
'
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging iscomplete,
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 50. 9 as marked by permanent marker. Stop pump
out when the fluid level reaches elevation 48. 9 . This temporary
storage, less less 25 yr- 24 hr storm, contains 182673 cubic feet or
1366392 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.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush , boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod , roots, frozen soil , stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill . The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the .NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 2. 0 ft.
........................ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material ( ie CL, SC, CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

^
SHEET 2 OF 2
The
_oil linpr material shall come from an approved borrow area.
o of t�e liner material shall be optimum moisture
minimum water content when the soil is kneaded
content which relates to that moisture contentt Water
in the hand it will form a ball which does not readily separate.
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner t
shall not be less than optimum water content during placement.
materialt tent relates to the sod proper compactio»^ proper
material being too wet
The maximum wa ter content
equipment an
for efficient use of t i g inch lifts and
comp
compaction of the liner includes Placeme» i» ASTM D6g8 Dry Unit
Weight
to at least 90 percent of the maximum
of the liner material. When smooth or hard , the previous lift t
shall be scarified and moistened as needed before placement of the nex
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type Of clay used for the
ner
liner, the efficient construction processing of the compact lin
er.
t b.
e sequence' is nce of equipment use and the routing of equipment in an es a -
eq«e iformity in the whole placement and
lished pattern helps assure «» h sfoot
compaction process. For most clay soils, a tamping or s eep
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet� )
pipes. This can be done by using some type of energy dissipator �roc s
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additiona2 construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth or the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
-----------
AIl exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construe d
tio» according to the seeding specifications. Topsoil should be place
on areas of the dike and pad to be seeded . Temporary seeding or mulch
permanent vegetation is out of season
dates for seeding . Permanent
shall be used if the recommendedvegetation should be established as Soo-1-1
as possible during the next period of approved seeding dates.,
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
untered, the tile will be removed to a minimum
When tile drains are enco
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilleu and compacted with good material such as
SC, CL, or CH.

�
�
SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED : 5. 5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
330. 0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0. 0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
0. 0 LBS. ' PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0. 0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0. 0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
220. 0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
5500. 0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
11 . 0 TONS OF DOLOMITIC LIME (2 TONS/ACRE) ,
550. 0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

.4, m
r a
19
Z'4W
To smow 11111,——
31
14
F.P.?
oil
16
I
r4 a,
�'
ILI 2.00.
C"
D \ .,� ,.,� ;-,- , 1433 I'v-' -`-
224,
ji
xt tv"o
AV --- ---

6 � .
_ �- t}.•� use,. r.
1 :• .7 f .'�''` _
1F,; _R. fir„^y�•�t:'- f:� �� �
W' •• 7 __� r ••!rl 11.� x i• +iaK �Iw \+, ': J -.�_•L:�r.`..
-,Arl�7 ,:.1 7�� y� � ; , Atea,. ,_ -i 2
- - z :f
1416 .
.: ._ gt
L-
t lip,711
' �"'. 3 [,.� %�'1�•,. v�F L�'+�.: J a r i"•�5..�. '-t �' fit.:••-a,n:'^'��, •--a�.
/ �r , � \` � '1 � '.Lh- �kti��.� ., •,. '_�r�-`4•rt..ys,�{]G�.,�.�''r IL '!� ��: ��; �"� _- -r::
i ��. , ,� -•�.:- �:' =��-t=:,'�'���: �/i'�' �r y/J ` tE� �r.v�• �•cr:�.y. �. • ' .��Y�:- �_. +t�2.6
_.r/ ," �� _-'L•r '.`�.�1 r••tL j T� ��*; ,V 7f..y� + •.h eY r- ��. �i ..��
{{ :' 5 F! T2:u�i �z _
•� �� .` 4r.;..f,.•1:.." �! e'er•- mot�^.Fig i. :,_: Ja'�,1,'r"•ro, •_`,.•t'2
' �..•7r+ ,t y .t-•'-.�:' r, r .,� y !-:. dk•1 Y.r7•t:+. � ..,+ l� :�F_�r,,>w-i
•�'Y \' I • ��,�rf�•,'� ��.�. ' ''`'� , Fv�r,+.",�Ft2.�`.�•`•rr.:`a.�.l:;!�-3:• _C�
; .. r ;M" S- C ' y. .?car~cyj(L:Crr!.�-;•� -`: _ .y:'J/� r:��3.f(f��.!�.`Sy'•�j ' �y•.S`���`Y' 'r
..� :aJ :% - 1 ��i�u-" T� :k..iKtK^r��"Rr�C.'� f.•:Ta t s••"• - " �•�;{r�• ,� v. -�.-
��- �.•.u��' ! C` ':t•�',:.F-y �.,��-ti,c"a�j,�ly *• �_'SF•�::�+ �Ztf:,l; ��:•:.r,..^�c-�;�t}�, .n �,,�� y.
M
�Y -4�:-_���=ih.r'iTf':-'F•_" 4 =,��✓- �f •"•„ .P. Z,�.i7 !'• t t_r."i�`ti.;{}-'=_:; .^f7�:T:
- .: :. r - i.✓.. s✓r
�T. 't ``,`/,( --�i-� .;�...-..�'LR'� ; '�� � jj _ '�� r�:t�.5�•"��%,..�.r`'„" 4!�y41:•.tis-7-:�.�•
is � ��:•� 2 `� !+ j.'•. �S�-z'�`�`at. .•
/ �� �• 'rf s � rt 7 l r:' .j'; �� _ ::• y;;r:7.Yt. 1
' �� 4 �.Fi w /ice ' ^mil • -j'; .4.��',*• A.Y� ,' 1`;,,
31 51,
��� '�� j of�' .- 'F ,t�•� 1 � '`._ I '+I���f '�� rZ 't � � ,,.
•1 E ..!? \� !� �� � ,;
r' �.,:,:~�x` E�:i, S yrl�-�'`�`'��� •'""•i•�� ,':Z'•��y �i' '+'�, ,�� r A A' �r .'r' :�ti":
L�cy}yJ•
�� AX�- ,� _. /� ,k "(.� ����� ^ ^_ ��? ,3.,r+ •1 ,
�' f .'�• �'` fit, '!. •� e��-�f � �� � ,�'�j'�"'�';.•.:
i:z tea.' i�' Y y} 5 t'S. - / ,'c , ���. Qi•
,, _• � � M -%C. r 2 'i. r---r��T�!' r� -�'�•' ?arc
:' +-f �, �� �.�-„� ;ter '•S.•�.�. �-
r
ri �� J�vr � � �l�n .�t;,ti��•• S�'1 r.,,�.����'-: tr'• �,�1-<i,� r-� L'.y 'u�:.� - •! -
:•.�"�i: ,,1� ;;r'ti �c!. .r1l=A�•'- {ey• :�.f.J1'•'. >`.3 �� 7)��.t � � �v.t.�r;.�•f:%�- ( 1
�'•' �"�"!S. �y�- _ ;f.. .�!�.�1•:dirt .��'L1+ � T l"• s ,�('����-�"� =!
ti'-S-''�r_��t.�a- 4n . �"►1A1.6LF• 6wA/fy{e � ,
Y� ��� r,?<. ►57✓? ... T�:.�i_' i • :.'- ;. 6 '&Air.A CiQlrb'r!�

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non-Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with the
Division. Please review the information for completeness and make any corrections
which are appropriate. If a question has not been completed by the Division, please
complete as best as possible. Do not leave any question unanswered.
1. GENERAL INFORMATION:
1.1 Facility Name: P&H Hog Farm#1 +Uu�Yre
1.2 Print Land Owner's name: RayHart --
1.3 Mailing address: 2737 Rave Lynn Dr._
City, State: La Gran e NC Zip: 28551 -
Telephone Number(include area code):_ 66-5162 --
1.4 County where facility is located: Lenoir --- — -
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): On eat side of SR 1720 al) rox. 0.5 miles south-of
R5 1724 and 0.3 miles east of 1720. Ea le Swami. —
l.6 Print Farm Manager's name(if different from Land Owner): . —
1.7 Lessee's/Integrator's name(if applicable;please circle which type is listed): _Mur,h Famil Farms.
1.8 Date Facility Originally Began Operation: 07/05/94
1.9 Date(s)of Facility Expansion(s)(if applicable):
2 . OPERATION INFORMATION: j;n G
2.1 Facility No.: 54--(county number); _3 1 _ (facility number). 1f..rs� r rT
2.2 Operation Description: Swine operation
Feeder to Finish fa •:� i`"`'�' `S
-3672=Certified Design Capacity
? 3qy
Is the above information correct? �yes; �no. If no, correct below using the design capacity of the facility
The"No. of Animals" should be the maximum number for which the waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Anima
0 Wean to Feeder 0 Layer _ 0 Dairy _
0 Feeder to Finish 0 Non-Layer 0 Beef
0 Farrow to Wean(#sow) —_ _ 0 Turkey
0 Farrow to Feeder(#sow) — —_
0 Farrow to Finish(#sow)
Other Type of Livestock on the farm: . _— _ —_ — No. of Animals:
i
FORM: AWO-G-E 1/26/98 Page 1 of 4

2.3 Acreage cleared and available for application(excluding all required buffers and areas not covered by the application
t��C,o
system): 35-0 ; Required Acreage(as listed in the AWMP): 14gs s�
2.4 Number of Lagoons: ;Total Capacity�_�Cubic Feet(ft3); Required Capacity: 9S6 (ft3)
Number of Storage Ponds: ;Total Capacity: _ (ft3); Required Capacity: (ft3)
2.5 Are subsurface drains present within 100'of any of the application fields? YES og"N6,1 (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or NO (please circle one)
2.7 Does this facility meet all applicable siting requirements?(Swine Farm Siting Act,NRCS Standards,etc.)(Swine Only)
YES)or NO (please circle one)
What was the date that this Facility's swine houses and lagoon were sited?
What was the date that this facility's land application areas were sited?
3 . REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Ai,olicants Initials
3.1 One completed and signed original and one copy of the application for General Permit-Animal
Waste Operations; -
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations. `
The CAWMP must include the following components:
j2 3.1 The Waste Utilization Plan (WUP)must include the amount of Plant Available
Nitrogen (PAN)produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields(e.g.irrigation,
injection, etc.)
3.3 A map of every field used for land application.
n3A The soil series present on every land application field.
tj..3-5 The crops grown on every land application field.
5!3:6 The Realistic Yield Expectation(RYE)for every crop shown in the WUP
91'�.7.The PAN applied to every land application field.
(i. .8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
�3'10 A site schematic.
i63.1 I Emergency Action Plan.
..3.12 Insect Control Checklist with chosen best management practices noted.
9.3.13 Odor Control Checklist with chosen best management practices noted.
\3!3.14 Mortality Control Checklist with the selected method noted.
If your CAWMP includes components not shown on this list,please include the additional
components with your submittal.
FORM: AWO-G-E 1/28/98 Page 2 of 4

facility Number: 54- 31
Facility Name: P&H Hog Farm#1
4 . APPLI 'ANT'S CERTIFICATION: (band Owner's name listed in question 1.2),attest that
�2r r�5 -(Facility name listed in question 1.1)
this application for knowled e I understand that if all required parts of this
has been reviewed by me and is accurate and complete to the best of my g
a lication are not completed and that if all required supporting information and attachments are not included,this application package
PP
will be returned to mew incomplete. Date ��-- - - - - -
Signature
the Land Owner)
5 . MANAGER'S 'ERTIFICATION: (complete only if different from(Manager's name listed in question 1.6),attest that this
I, - - - - - - - - —(Facility name listed in question I.1)
f this
application for _ _ _ _ _ __ - - - understand that if all-
has been reviewed by me and is accurate and complete to ohting information and gtachme is are not included,thiseapplicad parts tion package
application are not completed and that if all required supporting
will be returned as incomplete. Date - - - - -
Signature _ - - - - - -
PORTING THE COMPLETED APPLICATION PACKAGE,INCLUDINGHE FOLLOW NG ADDRESSO INFORMATION AND MATERIALS,
SHOULD BE SENT T
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON-DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE MBERBE 919)919)733-07195083
FA
FORM: AWO-G-E 1/28/98
Page 3 of 4

AlJIHAL. WASTE HANAGEHENT FLAN CERTIFICATION FOR HIM OR EXPANDED FEEDLOTS
Please return the completed form to the Division of Environmental Management t
the addraeo on the reverse side of this form.
Name of fa (Please print) : T
Address• i r
Phone
Co}tnty..
Farm location: Latitude and Longitude: "/ ,� (required�. Zso,
please attach a copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc. ) :
Design capacity (number of animals) :— _
Average size of operation' (12 month population avg. ) :
Average acreage needed for land application of waste (acres) : 36
eaai��=�a�zr�sz��:a��nfess=a�a�eta�r�:�=aaaa�a�=uf,taaa�=�ni�����leana�aaa�=��fl�la���
Technical specialist Certification
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA-Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria-have_been_verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers) ; liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilisation (or us* of third party) ; access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24-hour
storm.
Name of Technica _ Speciali t (Please Print) :_ U-F/[/1 L� u
Affiliation:- '
Address (Agency) : Phone No. - -
&K))YVffd '1� R 9V I
Signature: hI
Dates����,
.a.a:a.....�l■w:ref.ee.:ram= aa����
Owner/Manager Agreement
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or constriction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
Name of Land Own r (Please Prints A R
Signature•
Name of Manager, if different from owner (Please print) :
Signatures • Datei
119-tA: A change in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
DEM USE ONLY:ACNEW# I.

Unilgd States
f 1 Soil
DOUtlrIlTl©nl 0{
Agriculture Conservalion
Service
OPERATOR: r
VA-
Please review the attached
this plan for plan and specifications carefully. Retain
s.
your contractor, and sSoildConservatioI Service
as to how It is strongly recommended that
the waste lagoon is to be Personnel are in agreement
Service personnel will meet w( 'h constructed. The Soil Conservation
Site to explain all Flags and markings.
understand what is •expected so that final coistImporta and walk over the
9s� It is important that everyone
speciFicatiori and the job can be certified for on meets
is involved} , plans and
payment (if cost-sharing
The pad dimensions and grades are CONTRACTOR is. RESPONSI8LE for final hlayout ande best ldesigh of
Soil Conservation Service The BUILDER or
personnel will assist In a limlthe pads. The
as its major concern is the proper design and constrtictioted p treatme oon, ca ac i tY,
of the waste
The actual amount of material required for pads and dam ma
estimates . The design. will attempt to balance cuts and Fills as
Possible. If additional material is required after Construction from the
on the lagoon, the contractbr and close pas
l
location of borrow area, . . owner will negotiate on the s complete
` ` Price and
NOTE: DesignVolvo c �ucit�al�e
R
Estimate of Excavation: - —cu•Yds.
cu.ft. f`C:4�1
Estimate of Pad g cu Yds .
J
Dike: -- ---- - cu.f t.
-- C u.yd s Ration J 1 7'73,$
Job ClassXE
Date
Designed By ✓
Na e
Design Approval
Name
' Date
/ The Soil Conaervalion servlei i -
'- an agenCY of the
Deoartmenr of AQncullure q

m��
O /`. ator :Ray Hart County : Lenoir Date : 11/10/93
Distance to nearest residence ( other than owner) : janob
0100.0 feet
1 . STEADY STATE LIVE WEIGHT
0 sows ( farrow to finish ) x 1417 | bs . = 0 ! be..-.,
0 sows ( farrow to feeder ) x 522 | bs = 0 | bs
s
3672 head ( finishing only) x 135 | b ^
0 sows ( farrow to wean ) » 433 | bs ^^ = 495720 � bs
0 head (wean to feeder ) x 30 | b = 0 ibs
� . = 0 | bs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 495720 lbs
R. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 495720 | bs . SSLW x Treatment Vo ! ume (CF) / | b SSLW
Treatment Vo | ume (CF ) / | b . SSLW= 1 CF/ | b SSLW
Volume = 495720 cubic feet ^
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet °m~*^/sM kwaWmrlo *u, m��
f^ TOTAL DESIGN VOLUME
Inside top length 360.0 feet ; Inside top width 250.0 feet
Top of dike at elevation 51 .0 feet ^
Freeboard 1 .0 feet ; Side slopes 2.5 : 1 ( Inside lagoon )
Total design lagoon liquid level at elevation 50.0 feet
Bottom of lagoon elevation 40.0 feet ^
Seasonal high water table elevation 46. 1 feet
Total design volume Using prismoida | formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 355.0 245.0 10.0
AREA OF TOP
LENGTH * WIDTH =
355.0 245.0 86975.0 (AREA OF TOP)
AREA OF ATTOM
LENGTH * WIDTH =
305.0 195.0 59475.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
330.0 220.0 290400.0 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA 8OTTOM3 * DEPTH/6
86975.0 290400.0 59475.0 1 .7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 728083 CU. FT.

^
5. [EMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike )
Len3th * Width =
360.0 250.0 90000.0 square feet
Buildings ( roof and lot water )
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 90000.0 square feet
Design temporary storage period to be 180 days .
7A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 495720 Lbs . 8SLW * CF of WasteMb . /Day * 180 days
Volume = 121058 cubic feet
58. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet Per CF
T. 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 = 52500.0 cubic feet

'
5D. Volume of 25 year - 24 hour storm
Volume = 7. 1 inches / 12 inches per foot * DA
Volume = 53250.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE''.
5A. 121058 cubic feet
5B. 0 cubic feet
5C. 52500 cubic feet
5D. 53250 cubic feet
TOTAL 226808 cubic feet
` . SUMMARY
Total required volume 722528 cubic feet
Total design volume avail . 728083 cubic feet
Min . req . treatment volume plus sludge accumulation 495720 cubic feet
At elev. 47.2 feet ; Volume is 496130 cubic feet ( end pumping)
Total design volume less 25yr-24hr storm is 674833 cubic feet
At elev. 49.3 feet ; Volume is 667933 cubic feet ( start pumping)
Seasonal high water table elevation 48. 1 feet
. DESIGNED 8Y: APPROVED 8Y:
DATE: ?_5 DATE: 1,2-~^z- �� ��
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
MAR ~8 2019

mmx
OPERATION AND MAINTENANCE PLAN
----- '--- ----- ----------------
This lagoon is designed for waste treatment with minimum odor
control . The time required for the planned fluid level to be
reached may vary due to soil conditions , f | ushing operations and
the amount or fresh water added to the system . '
Land application of waste water is recognized as an acceptable
method of disposa | . Methods of application include solid set
center pivot , guns , and traveling gun irrigation . Care should be
taken when applying waste to prevent runoff from the field or damage
to crops .
The following items are to be carried out -
I . It is strongly recommended that the treatment lagoon be pre
charged to 1/2 its capacity to prevent excessive odors during
start-up . Pre-char8in8 reduces the concentration of the initial
waste entering the lagoon thereby reducing odors . Solids should be
covered with effluent at all times .
2 . The attached waste utilization plan shall be Followed . This
plan recommends sampling and testing OP waste ( see Attachment 8)
before land application .
5. Begin pump-out of the lagoon when fluid level reaches eleva-
tion 49.3 as marked by permanent markers . Stop pump-out when
thp fluid level reaches elevation 47. 2 or before fluid depth is
less than 6 feet deep ( this prevents the loss of favorable
bacteria ) .
4. The recommended maximum amount to apply per irrigation is
one ( 1 ) inch and the recommended maximum application rate is 0 4
inch per hour . ~
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annua | ly. 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 divertpd from the lagoon to stable
out | ets .
8. 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 Env | ron-
menta | Management , has the responsibility for enforcing this law,,

,
'
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
---------------------------------------------------------
C | earinS :
----------
All trees and brush shall be removed from the construction are.)-
before any excavating or fill is started ' Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas . All stumps and roots exceeding one ( 1 )
inch in diameter shall he removed to a minimum depth of one ( 1 )
foot . Satisfactory disposition will be made of all debris . The
foundation area shall be loosened thoroughly before placement of
embankment material ..
Cut off Trench -.
A cut-off trench (when specified ) shall be installed is sh6Wn in..,
the plans .
Construction:
-------------
Construction of excavated and earthfi | | areas shall be performed to
the neat lines and grades as planned . Deviations from this will
require prior approval of the SCS. Earthfi | | shall not be placed
in standing water and reasonable compaction oP the fills shall be
performed by the construction equipment or sheeps-foot roller during
placement . The embankment of the lagoon shall be installed using
the more impervious materials . Construction of fill heights shall
include ten ( 10) percent for settlement . To pr6teUt 'ddA \ H4t tedba d ;
when areas of unsuitable materjal are encountered , they will need to;
,`�
be excavdtWd `~r`'��Om of Mt. below grad§ ����9-5��7�Tll�3bd and-
compacted With a suitab | d 6GIM\ a| ( \ e-CL,SC,CHQ Refer to the soils
investigation inFormation in the plans for special considerations .
Precautions should be taken during construction to prevent excessive
erosion and sedimentation .
Vegetation :
-----------
A | ) exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after

^
SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 2.5 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS @ 60 LBS . /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEM8ER 15 TO NOVEMBER 30
150 LBS. ' PENSACOLA ' 8AHIA GRASS @ 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO JUNE 30
0 LBS. HULLED 8ERMUDA GRASS @ 8 LB8. /AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES : APRIL 1 TO JULY 31
0 LBS. RYE GRAIN @ 30 LBS . /ACRE (NURSERY FOR FESCUE)
100 L8S . RYE GRASS @ 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES : DECEMBER 1 TO MARCH 30
L8S. ________________________________________________
APPLY THE FOLLOWING:
2500 L8S . OF 10-10-10 FERTILIZER ( 1000 LBS./ACRE)
5 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
250 BALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED . APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1 , PENSACOLA BAHIA8RASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING 8AHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON 8ERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

"ate- -- .,.��—'_� �, __ �:.t.:.� —_r"-'. _`-_�.;�'1•- —_- �3-- - ---- ------
A''- '- -�
--o i-�- — ifa - - — -
--.
UD
ppp
f_=3� '�: •4, �k - `� , n� t--';tom -��----- •� - - -
—- —u1
-- -- -
y - -
f -
i a.
•- t1 '��Fn t

---- --.-ram
' 1
TE
77
io
101
rA
CA
�-too
o r� 6 __
—fiS t6 T

U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA: S,HEET .FOR DAMS
Landowner _ County. .
Community or Group No.
Conservation FRi.an. No.
Estimated Depth of Water to Top of Dam_jL_Ft. :.1eng_th;{of,Pl,00d Pool Ft.
:..'�� •; IiC'' art.►r; •,:•. ._ , .
Date of Field Hazard Investigat.ian
Evaluation by reach of flood plain•:downstream to the,;point of.;estimated •minor effect
from sudden - dam failure. i• ;, .��,
E ev. :s-f evation
Kind of.!' : �cImprovements: of Breach
Reach: Length: Width: Slope: Land Use, ; , Improvements;;:: " . Above :Floodwater Above
'Flood Plain: Flood Plain
Ft.:. . Ft. ;,, ,Ft. Ft.
2 :131320! :TP N C:%1
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach lt-
V^.r.
Hazard Classification of Dam b, c) (see NEM-Part 520.21)
Dam Classification (I , ` 1I, III , IV, V)
1� 0. 50 � ,t
B ✓ �G�. C_ ��,�5��— t�_c C_ ;sA 5�� ��4� Date f � - (5- 9_3
y-^ title)
(name] ��
Concurred By
� Date__
name title e �~
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

SCS-ENG-538 U.S.DEPARTMENT OF AGRICULTURE
Rev. s-7p SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
y f FARMER'S NAME-"- •i/.�,eT — bt3CRICT
/ DATE COUN-V A,Abre& _
S.C.S. PH TO SHEET NO. WORK UNIT — ----
WATERSIlEU AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIU:rIS"C
SKETCH OF PROPOSED POND SHOWING W11E BORINGS WERE MADE (Approlt. rtcala I"- feet►
Locate r4te.+0 Cf point + enter llne a/dam and Identity an s4etch.
5- 3 y
I�tI
rWT -1- 3t
,
of
A)r-x- 1
w� _3- + � S1iOW B 'NO NUMBER AND P,t�QFILE 3,Eb �1 n
t DEPTH�1Natre and ttst oalJ"illte and tplllwey SO►Inv •then ponded are and L�,�6,pit Sormes•uPa�h�rfth uerNaaf rod lMe.
3 NO'fe ued on boa wAere necessary! Show w4W table deualions on deco-lira bortnps.
SCALE 1 2 3 /1 5 8 7 !! 9 10 11 12 13 14 15 18 17 18 19 20 21 22
LitAM 23
o-i Sr" SM _ 5�` _M
we SG bcakgc Ga
-7
5� reA S 5G M1e 5
we
BORINGS_MADE 13Y�i2Cl` d�_ SIGNATURE TITLE 'S

+ 41
�s .. IA
AC
�;M �'-Li• j gg
.r �• •afF
i t. . 30 �y
{ � ' << >"7
ram, . � � ',�.��' •.��� _ �
�', �- x� ;:� I�:� s erg'�L /—�" � � ` �'� _ i ri��S..� .,a• :*
2-1
jor
,yam ,�,-Fe� x ►/' � - �,� .� I�6�` 1 �t.J�,� _r �is�
• r .�••.fir-s .. � f.�, ���..
t �rca r.6,esc icy�""`9

i
B
J �
• 7.. Y�•hL _ -jdLjjjWice. • ++��qq D. - - +�� -
wv u; 'rf�kr•`�,, r}fir:�. ,r1,�'.
• 7
•fir i�. al—
'Map.. I

Swine Farm Waste Management Odor Control Checklist
BMPs to Minimize Odor Site Specific Practices
Source Cause `
Farmstead • Swine production Vegetative or wooded buffers;
0 Recommended best management practices;
® Good judgment and common sense
Animal body surfaces • Dirty manure-covered animals F3 Dry floors
Floor surfaces • Wet manure-covered floors M Slotted floors;
0 Waterers located over slotted floors;
CD Feeders at high end of solid floors;
O Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits • Urine; 0 Frequent manure removal by flush,pit recharge,
• . Partial microbial decomposition or scrape;,
O Underfloor ventilation
Ventilation exhaust fans
• Volatileg ases, 0 Fan maintenance;
Dust M Efficient air movement
indoor surfaces ^ • Dust M Washdown between groups of animals;
M Feed additives;
® Feeder covers;
a Feed delivery downspout extenders to feeder
oamre"
Flush tanks Agitation of recycled lagoon Cl Flush tank covers;
liquid while tanks are filling O Extend(ill lines to near bottom of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater O Underfloor flush.with underfloor ventilation
conveyance --
Pit recharge points f Agitation of recycled lagoon Aq Extend recharge lines to near bottom of pits -Y
liquid while pits are filling with anti-siphon vents
Lift stations • Agitation during sump tank O Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater O Box covers
or junction boxes conveyance

. Source Cause -
13MPs to Minimize Odor Site Specific Practices
A nation during wastewater a Extend discharge point of pipes underneath
End of drainpipes at g lagoon liquid level
lagoon conveyance f 0---
• Volatile gas emissions; Proper lagoon liquid capacity;
Lagoon'surfaces procedures;
• Biological mixing; Correct lagoon startup
• Agitation a Minimum surface area-to-volume ratio;
S, Minimum agitation when.pumping;
0 Mechanical aeration;
❑ Proven biological additives
- High pressure agitation; t8[ Irrigate on dry days with little or no wind;
irrigation sprinkler P
nozzles Wind drift g Minimum recommended operating press.ure;
® Pump intake near lagoon liquid surface;
❑ Pump from second-stage lagoonStorage tank tank or basin • Partial microbial decomposition; O Bottom or midlevel loading,
surface . Mixing while filling; ❑ Tank covers;
• Agitation when emptying ❑ Basin surface mats of solids;
0 Proven biological additives or oxidants
Settling basin surface • Partial microbial decomposition; O Extend drainpipe outlets underneath liquid
Mixing while filling;
level;
Agitation when emptying 0 Remove settled solids regularly
Agitation when spreading; ❑ Soil injection of slurryAludges;
Manure,slurry or sludge g'
spreader outlets • Volatile gas emissions ❑ Wash residual manure from spreader after use;
Q Proven biological additives or oxidants
Uncovered manure, Volatile gas emissions while 0 Soil injection ofslurry/sludges
Q Soil incorporation within 4$hrs.;
slurry or sludge on field drying
surfaces ❑ Spread in thin uniform layers for rapid drying;
0 Proven biological additives or oxidants --
decomposition
• Carcass l$ Proper disposition of carcasses
Dead animals
Carcass decomposition ❑ Complete covering of carcasses in burial pits;
Dead animal disposal Y _ ---
pits ❑ Proper location/construction ofdisposal pits
Incinerators
incomplete combustion O Secondary stack burners

_ BMPs to Minimize Odor Site Specific Practices
Source Cause
Standing water around • Improper drainage; ig Grade and landscape such that water drains
facilities Y Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads Farm access road maintenance
public roads from farm
Available From:
Additional Information NCSU,County Extension Center
Swine Manure Management; 0200 Rule/BMP Packet NCSU-BAE
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge-Lagoon Treatment; EBAE 128-98 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment; EBAE 129-88 NCSU-SAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;.EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-Swine Extension
Controlling Odors from Swine Buildings; PIH-33 NC Pork Producers Assoc
Environmental Assurance Program; NPPC Manual NCSU Agri Communications
Options for Managing Odor; a report from the Swine Odor Task Force p
Florida Coo erative Extension
Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107, 1995 Conference Proceedings

a
Insect Control Checklist for Animal Operations
Cause Bmrs to Control insects
Site Specific Practices
Source - Liquid Systems
® Flush system is designed and
Flush Gutters • Accumulation of solids sufficiently to remove accumulated operated
mu atedsolids from
gutters as designed.
O Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6-
8 inches over more than 30%of surface.
Decaying vegetation g Maintain vegetative control along banks of
Excessive Vegetative y g g lagoons and other impoundments to prevent
Growth accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
Dry Systems
— —— • Feed Spillage O Design,operate and maintain feed systems(e.g.,
Feeders bunkers and troughs)to minimize the
accumulation of decaying wastage.
a Clean up spillage on a routine basis(e.g.,7- 10
day interval during summer; 15-30 day interval —
duringwinter). _ - -- - -
Feed Storage • Accumulations of feed residues [I Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment(e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
0. Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

Cause BtY1Ps to Control Insects.
Site Specific Practices
Source moisture along
Animal Holding Areas • Accumulations of animal wastes O Eliminate low areas that trap
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
minimal.
C3 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).
7- 10
Dry Manure Handling • Accumulations of animal wastes 0 Remove day interval llge on a routine basis during summer; 15 30 day,interval
Systems during winter)where manure is loaded for land
application or disposal.
a Provide for adequate drainage around manure
stockpiles.
l7 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and V
manure handling areas as needed.�'��_
ion Service,Department of Entomology,Box 7613,North Carolina State University,
For more information
contact the Cooperative Extens
Raleigh,NC,27695-7613.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush gutters Accumulation of solids 0 Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
CI Remove bridging of accumulated solids at
discharge
Lagoons and pits • Crusted solids 0 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 O 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 0 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

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Feed storage Accumulations of feed ❑ 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)
❑ Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas Accumulations of animal ❑ Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
❑ Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling Accumulations of animal ❑ Remove spillage on a routine basis (e.g.,
systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
❑ Provide for adequate drainage around manure
stockpiles
❑ Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
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

EMERGENCY A ;'�- "ON PLAN
PHONE NUMBERS
Division of Water Resources (DWR)
Emergency Management System(EMS)
Soil and Water Conservation District (SWCD)
Natural Resources Conservation Service (NRCS)
This plan will be implemented in the event that wastes from your operation are Ieaking,
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:
_ _.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:
. 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: _
3) local NRCS office,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: _ - -
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