310122_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0122 Certificate Of Coverage Number: AWS310122
2. Facility Name: E&B Farms#1-3
3. Landowner's Name(same as on the Waste Management Plan): E&B Farms Inc
4. Landowner's Mailing Address: PO Box 67
City: Teachev State: NC Zip: 28464-0067
Telephone Number: 910-285-3064 Ext. E-mail:
5. Facility's Physical Address: 2203 Hwy NC-II
City: Rose Hill State: NC Zip: 28458
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner): Stephen E English
g, Farm Manager's telephone number(include area code): 910-285-3064 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Mtuphy-Brown LLC
10. Operator Name(OIC): Phone No.:6110-,X8_ s$et OIC#: Q 6 Z
64efKen E. Ew�(isG�
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 11,016
Operation Tunes:
Swine Cattle Dry Poultry Other Tunes
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

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)
I /I Y 3 C/41 Utf. LAY 87,120.00 9,
2 Z 9!r 1%0644 798 I'Mr 110,207.00 /q,r
3 7 y. 96C
Zt qqO 113,692.00 9iJr
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d),to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A 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 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to,'civil`penalties up to-$25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation) q
Name: C�j �Q �N \1S �N Title:
Signa Date: `-2 —7—
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
• Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
F_J Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
ElA composting system approved and permitted by'the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
Q 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 opinionisof the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
3 - - L -7
Signature of Ye0cphnical Specialist Date

WASTE UTILIZATION PLAN
PRODUCER: E&B 1,2,3
LOCATION: HWY 11 ; Duplin Co.
TELEPHONE: [phone]
TYPE OPERATION: Feeder- Finish
NUMBER OF ANIMALS: 11016
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
r 2H.0217 adopted by the Environmental Management Commission.
T
Pagel

- '
WASTE UTILI'7ATION RUAN
Amount of Waste Produced Per Year(gallons ft tons, etc )
11,016 animals X 1 Q (tons)waste/animal/year= 20,930 (tons)waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
11,016 animals X 2,3 lbs. PAN/animal/year= 25,337 lbs. PAN/year. (PAN from N.C.
Guide Sid. 633) _ Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field* Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
�^ see page 10
Total
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on reaUstic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

WASTE=UTILI, IGN:P-L-AN
Amount of Waste Produced Per Year(gallons ft tons etc.)
11,016 animals X 1,2 (tons)waste/animal/year= 20,930 (tons)waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
11,016 animals X 2_3 lbs. PAN/animal/year= 25,337 lbs. PAN/year. (PAN from N.C.
Guide Std. 633) _ Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field* Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
'see page 10
Total
'This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

WASTE UTILIZATION PLAN
r
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 2])
Tract Field Soil Crop Los. N Acres Lbs. N Month of
# No. Type Per Acre* Utilized Application
Total
See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 %25,337
Table 2 13
Total 13
Amount of N ProducedSurplus or Deficit
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

WASTE UTILIZATION PLAN
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate In/Hr Amount In.)
1-9 LnA Bermuda 0.5 .5-1
'remainder of fields will have
applications done by tankers, not
irrigation. Requirements of no
more than 1"/acre of effluent per
a plication.
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for JM days of temporary storage and the temporary storage must
be removed on the average of once every Q MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation 'see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation:
Acres shown for fields 1-9 are'wetted'acres. Grower will use the higher rate for small grain
overseed which requires that the application windows be followed as outlined. Bermuda should
be alternantly grazed and cut for hay,with 1/2 of the forage production removed by hay, or, on
average 2.1 tons of hay per acre removed in excess of cattle removal.
Fields listed for tanker application may use either corn, wheat, or soybeans as a crop with all
applications being made within 30 days of planting. These fields should be used to insure no
overapplication on the primary sprayfields, if such a problem arises.
Murphy Farms has two tankers available if needed for hauling waste, as well as Smith Brothers
spreading in Beaulaville.
Page 4

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
f 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.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393- Filter Strip).
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"for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

WASTE UTILIZATION PLAN ^�z
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would Inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
001M,
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over-spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a 'technical specialist'.
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that courses no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
Page 6

WASTE UTILIZATION PLAN '
r �7
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. 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 pre-plant with no further applications animal waste
during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate-determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5)years.
Dead animals will be disposed of in a manner that meets North Carolina regulations.
23
Page 7

WASTE UTILIZATION PLAN ,y
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: E&B1-3
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on-site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: Charles Brinkley
(Please print)
� DSignature: Date:
Name of Manager(If different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) Kraig A. Westerbeek
Affiliation: Murphy Family Farms
Address (Agency): P.O. Box 759
Rose Hill, C 28
Signature: Date: /1)
Page 8

�f
WASTE UTILIZATION PLAN
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre* Utilized Application
T2900 1 LnA Berm G& 185 3.0 562.4 April-Sept.15
T2900 2 LnA Berm(G&F 185 31.6 5838.6 April-Sept.15
T2900 3 LnA Berm(G&F 185 14.0 2580.75 April-Sept.15
T2900 4 LnA Berm(G&F 185 4.8 880.6 April-Sept.15
T2900 5 LnA Berm(G&F 185 8.0 1478.15 April-Sept.15
T2900 6 LnA Berm(G&F 185 12.7 2356.9 April-Sept.15
T2900 7 LnA Berm(G&F 185 2.1 381.1 April - Sept.15
T2900 8 LnA Berm(G&F 185 2.3 419.95 April- Sept.15
T2900 9 LnA Berm(G&F 185 2.0 360.75 April- Sept.15
0
T2900 All LnA S.G. G 75 80.3 6022.5 Sept. 15- Nov. ; Feb- March
0
0
ADDITIONAL FIELDS TO BE APPLIED TO BY TANKER IF 0
IF NECESSARY I I I 1 0
*all applications to be made on fields requiring tanker 0
would be re- lant to soybeans, corn, or wheat at a 0
rate of 50 lbs. PAN er acre 1 0
0
T3404 3 NoB C,W,S* 75 12.4 930
T3404 4 NoB C,W,S* 75 1.7 127.5
T3404 5 NoB C,W,S* 75 9.5 712.5
T2902 2 Re C,W,S* 75 11.1 832.5
T2902 3 Re C,W,S* 75 8.3 622.5
T2904 1 NoB C,W,S* 75 12.3 922.5
T2905 6 NoB C,W,S* 75 4.2 315
l I
"applications to fields with tanker are 100% effective
in coverage.
***on fields listed for tanker, a 75'setback from property
lines,75'setback from perinial waters,200'setback from
residences not owned by the producer, and a 100'
setback from wells must be adhered to by tanker operator
TOTAL 139.7 25,344
Page 10

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FARM 4 5 2
NQkTH CARbLINA U.S. Dept. of Agriculture Prepared:07/12/2001
DUPLIN Farm Service Agency Crop Year:2001
Report ID: FSA-156EZ-RO01 Abbreviated 156 Farm Record Page: 1
------------------------------------------------------------------------------------------------------------------------
0 R: Name & Address FARMLAND CROPLAND AG USE EFF AG USE FARM DESCRIPTION STATUS
LAND LAND
103.0 73.3 73.3 73.3 ACTIVE
CHARLES BRINKLEY JR 919-285-3723
PO BOX 67
TEACHEY NC 28464 0067
FARMS ASSOC. WITH OP: 12957
OTHER PRODUCERS ASSOCIATED WITH FARM:
WILLIAM J WELLS JR JOSEPH L MOORE RAYMOND L SELLERS RONALD L SELLERS
CRP Cropland: .0 CRP MPL: .0
CRP Contract No.: NONE
RECON. REF. NO.: 00000 FAV HISTORY: Y
------------------------------------------------------------------------------------------------------------------------
CROP CONTRACT DBL.CROP CRP CRP PYMT
ACREAGE AVG. REDUCTION PENDING YLD
WHEAT 2.1 .0 .0 .0 35
CORN 10.4 .0 .0 .0 72
------------------------------------------------------------------------------------------------------------------------
-----BASIC---- ---EFFECTIVE--- -------YIELD DATA------
CROPQUOTA ALLOT. QUOTA ALLOT. FARM ACTUAL NORMAL
F ' -URED TOBACCO 5296 2.49 5137 2.42 2127
--------------------------------------------- --------------------------------------------------------------------------------------
No. of Tracts: 4 Year: 2001
CRP CROPLAND CRP
TRACT NO. FARMLAND CROPLAND AG USE LAND ACRES WBP ACRES EFF AG USE MPL ACRES
2902 27.0 23.0 23.0 .0 .0 23.0 .0
PFC CRP-15 CRP CRP AVG
CROP PFC TRACT - REDUCTION TRACT PENDING DBL-CROPPED
NAME ACRES YIELD ACRES YIELD ACRES ACRES
WHEAT 0.6 35 0.0 0 0.0 0.0
CORN 3.2 72 0.0 0 0.0 0.0
Photo Grid Descr: F14/2C HEL 027 A027 WL CW FW PC AW MW PCW MG RW CWTE CWNA
N N N N N N N
OWNER 1 - CHARLES BRINKLEY JR
------------------------------------------------------------------------------------------------------------------------------------

FARM 4 5 2
NORTH CARbLINA U.S. Dept. of Agriculture Prepared:07/12/2001
DUPLIN Farm Service Agency Crop Year:2001
Report ID: FSA-156EZ-ROOI Abbreviated 156 Farm Record Page: 2
------------------------------------------------------------------------------------------------------------------------
CRP CROPLAND CRP
TRACT NO. FARMLAND CROPLAND AG USE LAND ACRES WBP ACRES EFF AG USE MPL ACRES
2903 26.0 16.9 16.9 .0 .0 16.9 .0
PFC CRP-15 CRP CRP AVG
CROP PFC TRACT REDUCTION TRACT PENDING OBL-CROPPED
NAME ACRES YIELD ACRES YIELD ACRES ACRES
WHEAT 0.5 35 0.0 0 0.0 0.0
CORN 2.4 72 0.0 0 0.0 0.0
Photo Grid Descr: G13/2B HEL 027 A027 WL CW FW PC AW MW PCW MG RW CWTE CWNA
N N N N N N N
OWNER 1 - CHARLES BRINKLEY JR
------------------------------------------------------------------------------------------------------------------------------------
CRP CROPLAND CRP
TRACT NO. FARMLAND CROPLAND AG USE LAND ACRES WBP ACRES EFF AG USE MPL ACRES
2904 21.0 13.9 13.9 .0 .0 13.9 .0
PFC CRP-15 CRP CRP AVG
CROP PFC TRACT REDUCTION TRACT PENDING DBL-CROPPED
NAME ACRES YIELD ACRES YIELD ACRES ACRES
WHEAT 0.4 35 0.0 0 0.0 0.0
CORN 2.0 72 0.0 0 0.0 0.0
Phota Grid Descr: G13/3B HEL 027 A027 WL CW FW PC AW MW PCW MG RW CWTE CWNA
N N N N N N N
OWNER 1 - CHARLES BRINKLEY JR
------------------------------------------------------------------------------------------------------------------------------------
CRP CROPLAND CRP
TRACT NO. FARMLAND CROPLAND AG USE LAND ACRES WBP ACRES EFF AG USE MPL ACRES
2905 29.0 19.5 19.5 .0 .0 19.5 .0
PFC CRP-15 CRP CRP AVG
CROP PFC TRACT REDUCTION TRACT PENDING DBL-CROPPED
NAME ACRES YIELD ACRES YIELD ACRES ACRES
WHEAT 0.6 35 0.0 0 0.0 0.0
CORN 2.8 72 0.0 0 0.0 0.0
Photo Grid Descr: G13/3B HEL 027 A027 WL CW FW PC AW MW PCW MG RW CWTE CWNA
N N N N N N N
OWNER 1 - CHARLES BRINKLEY JR
------------------------------------------------------------------------------------------------------------------------------------

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FARM 12 9 5 7
NORTH CA AINA U.S. Dept. of Agriculture Prepared:07/12/2001
DUPLIN Farm Service Agency Crop Year:2001
Report ID: FSA-156EZ-ROOI Abbreviated 156 Farm Record Page: 1
------------------------------------------------------------------------------------------------------------------------
0rOR: Name & Address FARMLAND CROPLAND AG USE EFF AG USE FARM DESCRIPTION STATUS
LAND LAND
78.0 54.2 54.2 54.2 DIV 12862 ACTIVE
CHARLES BRINKLEY JR 919-285-3723
PO BOX 67
TEACHEY NC 28464 0067
FARMS ASSOC. WITH OP: 452
OTHER PRODUCERS ASSOCIATED WITH FARM:
NONE
CRP Cropland: .0 CRP MPL: .0
CRP Contract No.: NONE
RECON. REF. NO.: 810034 FAV HISTORY: Y
------------------------------------------------------------------------------------------------------------------------
-----BASIC---- ---EFFECTIVE--- -------YIELD DATA------
CROPQUOTA ALLOT. QUOTA ALLOT. FARM ACTUAL NORMAL
FLUE CURED TOBACCO .00 .00
------------------------------------------------------------------------------------------------------------------------------------
No. of Tracts: 1 Year: 2001
CRP CROPLAND CRP
TRACT NO. FARMLAND CROPLAND AG USE LAND ACRES WBP ACRES EFF AG USE MPL ACRES
2900 78.0 54.2 54.2 .0 .0 54.2 .0
Photo Grid Descr: H12/2B HEL 027 A027 WL CW ' FW PC AW MW PCW MG RW CWTE CWNA
N N N Y N N N
OWNER 1 - CHARLES BRINKLEY JR
------------------------------------------------------------------------------------------------------------------------------------

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Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: E&B Farm County: Duplin
Address: PO Box 67
Teachey, NC 28464 Date: 7/12/01
Telephone: [phone]
Table 1 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number acres Soil Type Slope % Crop(s)( In/hr inches Comments
1 3.04 LnA <5 Bermuda 0.6 .5-1 Pull
2 31.56 LnA <5 Bermuda 0.6 .5-1 Pulls 2-10
3 13.95 LnA <5 Bermuda 0.6 .5-1 Pulls 11-13,25
4 4.76 LnA <5 Bermuda 0.6 .5-1 Pulls 14,15
5 7.99 LnA <5 Bermuda 0.6 .5-1 Pulls 16,17
6 12.74 LnA <5 Bermuda 0.6 .5-1 Pulls 18-21
7 2.06 LnA <5 Bermuda 0.6 .5-1 Pull22
8 2.27 LnA <5 Bermuda 0.6 .5-1 Pu1123
9 1.95 LnA <5 Bermuda 0.6 .5-1 Pull24

Sheet2
TABLE 2-Travelling Irrigation Gun Settings
Make, Model and Type of Equipment:
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. ft/min in/hr. Width ft. Len th ft feet Inches at Gun(psi) at reel(psi) Pattern Comments-Acres per pull
F1,H1 2.34 0.5 255 395 300 1.08 60 95 220 3.04
F2,H2 1.95 0.37 260 720 300 1.08 60 95 330 4.30
F2,H3 1.95 0.37.. 260 1000 300 1.08 60 95 330 f.72
F2,H4 1.95 0.37 220 650 300 1.08 60 95 330 3.28
F2,H5 1.95 0.37 220 1000 300 1.08 60 95 330 5.05
F2,H6 . 1.95 0.37 210 380 300 1.08 60 95 330 2.49
F2,H7 1.95 0.37 210 900 300 1.08 60 95 330 4.34
F2,H8 1.95 0.37 150 300 300 1.08 60 95 330 1.65
F2,H9 2.34 0.5 150 560 300 1.08 60 95 220 2.43
F2,H10 1.95 0.37 0 0 300 1.08 60 95 330 1.30
F3,H11 1.95 0.37 260 720 300 1.08 60 95 330 4.30
F3,H12 1.95 0.37 260 770 300 1.08 60 95 330 4.60
F3,H13 1.95 0.37 260 520 300 1.08 60 95 330 3.73
F4,H14 2.34 0.5 230 270 300 1.08 60 95 220 2.44
F4,H15 2.34 0.5 190 350 300 1.08 60 95 220 2.32
F5,H16 2.34 0.5 210 670 300 1.08 60 95 220 4.02
F5,H17 2.34 0.5 190 730 300 1.08 60 95 220 3.97
F6,H18 1.95 0.37 270 460 300 1.08 60 95 330 4.00
F6,H19. 2.34 0.5 200 470 300 1.08 60 95 220 2.95
F6,H2O 1.95 0.37 200 580 300 1.08 60 95 330 3.15
F6,H21 2.34 0.5 190 435 300 1.08 60 95 220 2.64
F7,H22 2.34 0.5 225 260 300 1.08 60 95 220 2.06
F8,H23 2.34 0.5 175 410 300 1.08 60 95 220 2.27
F9,H24 1.95 0.37 270 120 300 1.08 60 95 330 1.95
F3,H25 3.89 0.61 250 110 300 1.08 60 95 180 1.32
80.32

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size: 1.08 Inches
Sprinkler Pressure: 4�fib-psi
Flowrate(GPM): 16f� pm
Wetted Diameter: 300 feet
Lane Spacings
Desired Spacing (%): 70 %
Design Spacing(feet): 210 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 200 feet
Actual Spacing (%): 67 %
Application Rate
Application Rate = (96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate= 0.31 in/hr
300 degree arc= 0.37 in/hr
220 degree arc= 0.50 in/hr
180 degree arc= 0.61 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app. (in.)= 0.75 inches
300 degree arc= 1.95 ft/min
220 degree arc= 2.34 ft/min
180 degree arc= 3.89 ft/min
Mainline Velocity
Velocity= .408 x Flowrate/pipe diameter squared feet/sec.**
'For buried pipelines,velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity= 2.06 ft/sec.
Page 1

.1 1
Sheet?
Maximum Mainline Friction Loss
Most distant hydrant:
Total distance: feet
Friction Loss is figured using HazenMilliam's Equation
Friction Loss= 0.24 feet/100 feet
Max. Mainline Loss= 0.0 feet or 0.0 psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: psi
Elevation head: psi
Mainline loss: 0.0 psi
Suction head and lift: psi
5%fitting loss: 3.0 psi
TOTAL(TDH)= 63.0 psi or 145.5 feet
Horsepower Required
Horsepower=Flowrate x TDH(feet)/3960/Pump effeciency
Pump Description:
Pump Efficiency: %
Horsepower Required: #DIV/01 Hp
Thrust Blocking
Thrust Block Area=Thrust/Soil Bearing Strength
Thrust: feet
Soil Bearing Strength: feet
End Cap: #DIV/01 ft2
90 degree elbow: #DIV/01 ft2
Tee: #DIV/0! ft2
45 degree elbow: #DIV/0! ft2
Ping Pressure Rating Check
Pressure Rating of Pipe to be Used: psi
Max. Pressure on system when running: 63.0 psi
70%of Pressure Rating: 0 psi
If Max. Pressure on system is less than 70%of Pressure Rating,OK
Net Positive Suction Head Check
Page 2

• Sheet7
NPSHA:
NPSHR. from pump curve
If NPSHA>NPSHR OK
Page 3

DE VIUL51*0 AUTUAMUC:ALLY STOP IRRIGATION EVENTS
The State of North Carolina has issued NPDES General Permits for animal facilities to operate in North
(PON Carolina. These Permits meet both State and EPA requirements and provide coverage for the following types
of facilities.
NCA200000(Swine Facilities)
NCA300000(Cattle Facilities)
NCA400M(Poultry Facilities with a wet waste management system)
You have recently been issued a Certificate of Coverage (COC) to operate your animal facility under one of
these General Permits.
Condition 11. 16.of each of these Permits reads as follows:
Within one hundred and twenty(120)days of the effective date of a COC issued under this permit,the
permittee shah install, operate and maintain devices on all irrigation pumps/equipment designed to
automatically stop irrigation activities during precipitation. This condition does not apply to manure
spreaders or other equipment pulled by manned vehicles.
The permittee will not be required to install,operate and maintain the devices if the permittee commits
to provide for the presence of the OIC or the designated backup OIC at all times during the land
application of waste. This commitment must be submitted in writing to the Division prior to the 120'
day following the effective date of the COC on a form supplied by,or approved by,the Division.
Please check the box below that indicates your commitment to do one of the following.
2/within one hundred and twenty (120) days of the effective date of a COC issued under this permit, I
shall install, operate and maintain devices on all irrigation pumps/equipment designed to automatically
stop irrigation activities during precipitation. This condition does not apply to manure spreaders or other
equipment pulled by manned vehicles.
C7 I will commit to provide for the presence of the Operator in Charge (OIC) or the designated backup OIC
at all times during the land application of waste.
"I certify under penalty of law that this document was prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gather and evaluate the
information submitted.Based on my inquiry of the person or persons who manage the system,or those
persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief,true,accurate,and complete.I am aware that there are significant penalties for -
submitting false information,including the possibility of fines and imprisonment for knowing violations."
;V .-- 3
Facility Name146 l Facility Number
Permit Number Nj�
g- rA'- -er
Pezmitt N e and e r print)
V --Zz �o3
igwture of Permittee Date
Signature of Operator in Charge Date
(if different from Permittee)
DTASIE 3-14-03 I

i46 19aU' ',l NP 4.T -�
I 10 N� NP .74 $8::. •.�Ip
I
.SCR'
IW
' J Sao' >eo'. :. i BLDG. 1 zw' aio' .r /:• 4
LAGOON - 19R 1
I V BLOG 19 ziG 7b9� AM—
BLDG. 70 aoo .4 L
lyn
LAGOON /
I
I � i 4
49'
I � .*3*T•�....gca
S BWG.
LAGOON
BIDG �i wr1 pCR$4PM
/ BLOC LEGEND

Quarter M Farms
P.O. Box 759
Rose Hill, NC 28458
Phone: [phone]
Calculations By: John Lenfestey
Date: 11/24/93
Farm Operator. Charles Brinkley, Rev. 1i
County: Duplin
Distance to nearest residence (other than owner): 1500.0 Feet
INPUT DATA:
Sows (farrow to finish) = 0
Sows (farrow to feeder) 0 �
Head (finishing only) = 39672
Sows (farrow to wean)= 0
Head (wean to feeder)= 0
Seasonal high water table elevation = 42.0 Feet
Storage Volume for sludge accumulation = 0.0 Cu. Ft. (As Per Owner's R q
Treatment volume (Min. = 1 CF/Lb) = 1.0 CF/Lb
Inside top length of dike = 300.00 Feet
Inside top wictth of dike = 290.00 Feet
OPNTop of Dike Elevation = 46.85 Feet
Bottom of lagoon elevation = 34.85 Feet
Freeboard depth of dike = 1.0 Feet
Side slopes on dike = 3.0 : 1
25 Year — 24 Hour Rainfall = 7.50 Inches
Rainfall in excess of evaporation = 7.00 Inches
Minimum Permanent Storage Depth = 8.10 Feet
CALCULATED DATA:
Minimum treatment volume — livestock = 495,720 Cubic Feet
Vol. of Waste Produced = 121,352 CIF
Vol. of Wash Water = 0 CIF
Rainfall—Excess Evapor. = 50,750 CF
Rainfall/25 Yr Storm = 54,375 CIF
Minimum temporary storage volume = 226,477 Cubic Feet
Total minimum required treatment volume = 722,197 Cubic Feet
Total design volume available = 724,614 Cubic Feet
Total temporary volume avaliable = 2279848 Cubic Feet
Total Volume at start pumping elevation = 6679012 CIF @ 45.15 Feet
Design Volume less 25 Yr — 24 Hr Rainfall = 670,239 Cubic Feet
Minimum Volume =for permanent storage 4969766 CIF @ 42.95 Feet
Permanent storage volume is greater than Mimimum treatment
volume for livestock

i
Quarter M Farms
Page 2
Farm Operator: Charles Brinkley, Rev. 1
Date: 11/24/93
('/OLUME CALCULATIONS:
1. STEADY STATE LIVE WEIGHT
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. = 4950720 Lbs.
0 sows (farrow to wean) X 433 Lbs. = 0 Lbs.
0 head (wean to feeder) X 30 Lbs. = 0 Lbs.
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 495,720 Lbs.
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Minimum volume = Lbs. SSLW x Treatment Volume (CF/Lb. SSLW)
Minimum volume = 495,720 Cubic Feet
r'.
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Minimum volume = 0.0 Cu. Ft. (As Per Owner's Requ
4. TOTAL DESIGN VOLUME
Inside top length of dike = 300.00 Feet
Inside top width of dike = 290.00 Feet
Top of Dike Elevation = 46.85 Feet
Bottom of lagoon elevation = 34.85 Feet
Freeboard depth of dike = 1.0 Feet
Side slopes on dike = 3.0 : 1
Total design lagoon liquid level elevation = 45.85 Feet
Total design liquid level depth = 11.00 Feet
Determine total design volume using prismoidal formula:
SS/ End1 = 3.0 Feet SS/ Side1 = 3.0 Feet
SS/ End2 = 3.0 Feet SS/ Side 2 = 3.0 Feet
nside Dike Length @ Design Liquid Level = 294.00 Feet
(Im"'jiside Dike Width @Design Liquid Level = 284.00 Feet

Quarter M Farms
Page 3
Farm Operator: Charles Brinkley, Rev. 1
Date: 11/24/93
/OLUME CALCULATIONS (continued):
Area of Top = Inside dike length(top) * Inside dike width(top)
Area of Top = 294.00 * 284.00
Area of Top = 83,496 Square Feet
Area of Bottom = Inside dike length(bottom) * Inside dike width(bottom)
Area of Bottom = 228.00 * 218.00
Area of Bottom = 49,704 Square Feet
Area of Midsection = Inside dike length(mid) * Inside dike width(mid)
Area of Midsection = 261.00 * 251.00
Area of Midsection = 65,511 Square Feet
Total design volume = [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/6)
Total design volume = 395,244 * 1.83
Total design volume = 724,614 Cubic Feet
4A. TOTAL DESIGN VOLUME AT START PUMPING ELEVATION OF 45.15 Feet
Area of Top = 81,086 Square Feet
Area of Bottom = 49,704 Square Feet
Area of Midsection = 64,440 Square Feet
Volume @Start Pump = [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/6)
Volume @Start Pump = 3889551 * 1.72
Volume @Start Pump = 667,012 Cubic Feet
4B. TOTAL DESIGN VOLUME AT END PUMPING ELEVATION OF 42.95 Feet
Area of Top = 73,742 Square Feet
Area of Bottom = 49,704 Square Feet
Area of Midsection = 61,132 Square Feet
Volume @ End Pump = [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/6)
("111olume @ End Pump = 367,975 * 1.35
4,Jolume @ End Pump = 496,766 Cubic Feet

Quarter M Farms r
Page 4
Farm Operator: Charles Brinkley, Rev. 1
Date: 11/24/93
(PKNVOLUME CALCULATIONS (continued):
4C. TOTAL DESIGN VOLUME AT PERMANENT STORAGE ELEVATION
Minimum Permanent Storage Depth = 8.10 Feet
Area of Top = 73,742 Square Feet
Area of Bottom = 49,704 Square Feet
Area of Midsection = 61,132 Square Feet
Permanent Volume = [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/6)
Permanent Volume = 3679975 * 1.35
Permanent Volume = 496,766 Cubic Feet
5. TEMPORARY STORAGE VOLUME CALCULATIONS
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design temporary storage period = 180.0 Days
Area of Lagoon = Length at top of dike * Width at top of dike
Area of Lagoon = 300.00 * 290.00
Area of Lagoon = 87,000 Square Feet
Area of Buildings (roof& lot water) = Length of Buildings *Width of Buildings
Area of Buildings = 0.0 * 0.0
Area of Buildings = 0.0 Square Feet
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design Drainage Area = 87,000 + 0
Design Drainage Area = 87,000 Square Feet
5A. VOLUME OF WASTE PRODUCED
Approximate daily production of manure in CF/LB SSLW 0.00136 CF/Lb SSLW
Volume of Waste = Lbs. SSLW * CF of Waste/Lb./Day * 180 Days
Volume of Waste = 4959720 * 0.00136 * 180
r"*Volume of Waste = 121,352 Cubic Feet

Quarter M Farms r Page 5
Farm Operator: Charles Brinkley, Rev. 1
Date: 11/24/93
('TEMPORARY STORAGE VOLUME CALCULATIONS (continued)
513. 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.
Vol. of Wash Water = Gallons per Day *Temporary Storage Period /7.48 Gals./Cubic Foot
Vol. of Wash Water = 0 * 180
Vol. of Wash Water = 0 Cubic Feet
5C. Volume of Rainfall in Excess of Evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 Inches
Vol. of Excess Rainfall = Design Area * Rainfall Amount
Vol. of Excess Rainfall = 879000 * 7.0
Vol. of Excess Rainfall = 50,750 Cubic Feet
5D. Volume of 25 Year — 24 Hour Storm
Vol. of Storm Rainfall = Design Area * Rainfall Amount -
Vol. of Storm Rainfall = 879000 * 7.5
Vol. of Storm Rainfall = 54,375 Cubic Feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. Volume of Waste Produced = 121,352 Cubic Feet
5B. Volume of Wash Water = 0 Cubic Feet
5C. Vol. of Rainfall in Excess of Evapor. = 50,750 Cubic Feet
5D. Vol. of Rainfall/25 Yr — 24 Hr Storm = 54,375 Cubic Feet
TOTAL TEMPORARY VOLUME = 226,477 Cubic Feet

r
Quarter M Farms ( Page 6
Farm Operator: Charles Brinkley, Rev. 1
Date: 11/24/93
6. SUMMARY
Minimum treatment volume — livestock = 495,720 Cubic Feet
Minimum temporary storage volume = 226,477 Cubic Feet
Total minimum required treatment volume = 72Z197 Cubic Feet
Total design volume available = 72014 Cubic Feet
Total temporary volume avaiiable = 227,848 Cubic Feet
Design start pumping elevation = 45.15 Feet
Total Volume at start pumping elevation = 6679012 Cubic Feet
Design Volume less 25 Yr — 24 Hr Rainfall = 67Q239 Cubic Feet
Design end pumping elevation = 42.95 Feet
Total Volume at end pumping elevation = 496,766 Cubic Feet
Design min. permanent storage elevation = 42.95 Feet
Total Volume at min. storage elevation = 4969766 Cubic Feet
Vol. of Permanent + Temporary Storage = 723,243 Cubic Feet
NOTE: Bottom of Temporary Storage = 42.95 Feet is above
the water table elevation of 42.00 Feet
7. DESIGNED BY: John Lenfestey
DATE: 11/24/93
APPROVED BY:
DATE: ! 3
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: W---*�7E-
/�Y

0�;;' :tor.,BRINKLEY SITE # 2 County: DUPLIN Date: 03/02/95
Distance to nearest residence (other than owrie•r) : 2000.0 feet
i, 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 4.33 lbs. 0 lbs
0 head (wean to feeder) x 30 lbs. - 0 lbs
Describe other : 0
Total Average Live Weight = 495720 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
VoIUMe = 495720 lbs. ALW x Treatment Volume(CF)/l b. ALW
Treatment Volume(CF)/lb. ALW 1 GF/Ib. k id
Volume = 495720 cubic fee.
;s. STORAGE VOLUIIE FOR SLUDSE ACCUMULATION
VOILIMe - 0.0 Cubic feet
4. TOTAL DEwTGNED VOLUME
---_.._---_..-..-.---_---..�.._._- r 7
Inside top •length (feet)- ��0.0
Inside top width (feet)---------------------- 500.0 �
Too of dike elevation (feet)----------------- 94.6 �
Bottom of lagoon elevation 84.6 c
Freeboard (feet)-------------------------------- 1.0
Side slope:; (inside l.�guun)-.__-_�__-_--•---___--- ,`s.U l
To-.al design vcluMe Using r ri smoiaal formL.101
SS/r�ID1 SS/END2 SS/SIDEI SS/`3IDE2 LENGTH WIDTH DEPTH
tr
3.0 3.0 3.0 3.0 214.0 494.0 9.0 �
AREP OF TOP'
LENGTH * WIDTH =
214.0 494.0 10571E (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
160.0 440.0 70400 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH # WIDTH * 4
187.0 461.0 349316 (AREA OF MIDSECTION # 4)
CU. FT. _ [AREA TOP' + (4#AREA MIDSECTION!) + AREA BOTTOM? DEPTH/6
105710. 0 349316.0 70400.0 1.5
Total Designed Volume Available 788148 CU. FT.

rI -EMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width
220.0 500.0 110000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 110000.0 square Feet
Design temporary storage period to be 180 days.
5A. Va'.U,�lfz of waste produced
Feces urine production in gal./day per 1351 lb. ALW 1.37
Volume --, 495720 lbs. ALW/13; lbs. ALW # 1.37 gal/day 180 [gays
Volume M 9059515 gals. or 121058.2 cubic feet
C y. ! {!i ra it h !j.1 r t e•
_l i ra.._.nl� .r [ .._.Sh w�__r
This is the amount of fresh water used for washing floars or volume
of fresh water used for a flush system. F.iLiSh 5yiate%ls that recirculate
the lagoon water are accounted for in 5A.
Volume - 0.0 gallons/day 160 [gays si.orage/7. 8 gallons
O F
�j ( per
Volume . .L c �F 1
sG, Vol.unle [of -rainfallin excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
1.80 days excess rainfall. = 7.5 inches
Volume -' 7.5 all * DA / 12 inches per floo.1,
Volume == 68750.0 cubic feet

ry
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches pe-r foot DA
Volume = 64166.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 121058 cubic feet
SEA. 0 Cubic feet
5C. 68750 Cubic -feet
5D. 64167 Cubic feet
TOTAL 253975 cubic feet
6. SUMMARY
Temporary storage period=====_______________> 180 days
Rainfall in excess of evaporatio;,=--_---__ -_> 7.5 inches
25 year - 24 hour 7.0 inches
1.0 feet
Side slopes=====____:____ __-_____=_======M===> 3.0 : 1
Inside top length=__________________________> 220.0 feet
Inside tap width=====______________=_=___=__} 500.0 feet
Tap of dike elevat:ion===-___=____-_=________> 94.6 feet
Bottom of lagoon elevation===_______________> 84.6 feet
'Total required vol<<nte=====____=_-____=____-===> 749695 cu, ft,
Actual design volume=====___________________} 788148 Cu. ft.
Seasonal high w,�tertable- e.levii:!;ion (SHWT)---=> 89.0 feet
Stop ptsmping el?v. --___-=-_____===w==__===_=_t 90.8 teen
11'ust be ) or = to the GHWT elr.v._----__:_-_.,> 89.0 -i eet
Must be } a—r6 = t--, min. reel, t-f•eatment el.=> 90.6 feet
Required minia-iu!m treatme t 49:5720 cu. ft.
Vall!M:-? at .-,top p!U'llping eleyatior;===____-----_> 508512 Cu. ft.
912.8 feat
s
Must he at bottom of freeboard & 25 yr. •rainfall.
Actual volume less 25 yr.- 24 h r. rai��F_�.11=-> 72393.1 cit. ft,
Volume at start pumping el.evatIoJ-1=�_._._�_-__.._I.
1 704928 cu. ft.
Required volume to be ped=-== 189303 C�_t. ft.
Actual valUntie planned to be puniped---.----_=---= 196,396 CLI. fit.
liin. thickness of soil wirier when rey_iired=-=> i.5 feet
DESIGNE1) BY: APPR0VED BY: (
DATE: DATE4 3Ig 5
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMEENTS

CILVI. SITE #2
-
County: ---------=—======DUPLJN
Date:= ---------- 031021'95
LAsiAo nearest res7t8enca Comer "man o-=,sr): 2 0'M
sows (farrow to finish):=== >
,sows (farrow to feeder): eder):
head (finishing only):===== 3672
sows (farrow to wean):====
hw-c-td kw-Cul L%j
Ave. Live Weight for other operations(lbs.)
Storage volume for sludge accum. (cu.tL):=::.
Treatment Volume (min. 1 cu. fLjlb.) => 1.0
25Year - 24 Hour Rainfall 7.0
Rainfall in excess of evaporation 7.5
Drainage area of buildings & lots (sq. ft.)= •
Volume of wash water.(gallons/day) =>
Tom;ri,p o r a r y storage per i o d (day q) > 180
Freeboard 1.0
Side slopes (inside lagoon) => 3.0 : 1
lnsida top length (ft):= 220.0
Inside top width 500.0
Top of dike el-a-iiaton, (ft.):________________:.
9,41.6
Bottom of!Ekgoon elevation (ffl: => 84.6
Seasonal high water table(S HWT) elev.(ft): 89.0
Total required volume:===== "TOTALV O.K.01 **74,9695 Cu. ft.
Actual design volume:====== 788148 cu. ft. 105.13%
Stop pumping el. or = to 819.0 ft.SHVM::- 90.8
(> or = to 90.6 ft.Min.)
Required minimum treatment volume: 495720 Cu. ft. "AT MIT. VOL 0.K**k
Volume at stop pumping elevation: 508,5&2 Cu. ft. 10 2.5 8:"A
Start pumping 92.8
Volume at start pumping elevation: 704928 cu. ft. **STORM STOR. O.K.**k
AC-tual volume less. 25yr
I -L214hr rain: 723-%, 1 cu. ft. 102.70%,
NOTE: xleri�r y that temp. storage is adequate:
Req. volume to be pumped:====> 180,808 Cu. it'. **TU%11P. VOL O.K."
Actual volume to be pumped:==> 196396 cu. ft- 103.4 7

pp I
PROJECT: CHARLES BRIM KI EY (FILE:ST-VL-CK.WK3�
I AEP IVO.: SHEET: y I
,jHn
CRATE: 4N0211
CHECKED BY: JNT DATE:
DIUMPLIN COUNTY
AREA - VOLUME MODEL
CI CI M- i v vl A DC A 11h um 1 i
�-► ��y�, 1. b OL CUMUL. VOL
.e b7,950
85.0 691636 27,517 272517
86.0 73,900 71,768 99,285
87.0 78.237 76,069 1751354
38.0 52,646 80,442 255795
.0 871127 84,887 3401682
90.0 91,690 89,409 430,090
} 91.0 967304 93,907 5241087
92.0 101 Xi 93,653 622,740
crA.0 1 r%77n 10�, ,386 726,125
94.0 1101611 1081101 8342310
94.0 1 Al 31550 671248 9017564
f
END PUMP = _ _ _ >1 90.80 FT 505128$ CU FT 1 505 288 CF
START PUMP > 92.801 FT 7050448 CU FT 2001160 CF
FREEBOARD = _ _ :, 93.601 FT 791,040 CU FT 850591 CF

OPERATION ( MAMAINTENANCEPLANPLAN51-Ifc T 1 OF 2
•lstn treatment (permanent storage) and
This lagoon is designed for ��
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, bat excess
rainfall will vary from year to year. The 25 year rain-fall 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 pipes) from
bui.lding(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 dust be established
to stop pumping to maintain lagoon treatment depth.
P"Umping can be started or stopped at any time between these two
elevations for operating convenience as site coedit.-Ions permit, -5ucil as
weather, soils, crop, and equipcient in o•rde•r to igply waste without
runoff o•,, leaching.
Land application of waste water is -recognized as An acceptable
method of disposal. I'lethods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when Ai ppl,,ing waste to prevent damage to crops.
The following items are to be carried out:
1. It i_ stroilgly :-*c,orilmejided '_!,at t;l_ tretatn;r-rit lag:�on pre-
ci-:arged to 112 its capacity to prevent excessive o do•rs during
s�-rt-_, '1`•re--charging reduces the c0;iceiit� of ti;e tiai
waste entering the lagoon, the•r•eb)i reducing odors. Solids should be
cove-, ed with of fluent at all tinges. Whe•,; precl:arging is complete,
flush -�.:ildings with. recycled tA.E,10o•:i liquid. Fresh water should not
be f-o•r f1LVS1i iiy a`{,e�� i,lit-nit filling.
The attached waste utilizati.otil plan shall ue followed. This
plan -recommeiidt_ sa::ipling and tasting of wash (see attachment)
before laid application.
3, Begin temporary storage pU:iip-out of the lagooi whe„ flUi.d level
TE?Zk4 hall the elevation '32.8 as ma"rkej b/ permanent n't•ir'r'�•'� , t~?���?;j out when when the fluid level -reaches elevatx;n 9 @. 3 . T,lis temporary
storage, less 25 ;r- 24< h•r storm, co-itains 189808 cubic feet or
1t�l � 1
u19765 vallon .

( SN( - 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 pe•'- hour. Refer to the waste utilization plan for -further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoc.,i mcwed aiinua'll),'. Vegetation should ire- fertilized as needed
to 2A.Et -ita i n a Vigo-rOLt s stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All s-urface runoff is to be diverted from the lagoon to stable
outlets.
8, Keep a minimum of 25 feet of grass veget:Ated buffer around
waste utilization fields adjacent to perennial st-rearli-S. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
•i,e,i Bence or within 100 feet of a well. Waste shall be applied in a
,ma-nlner not. to -reach other property and public right-of--ways.
` . The Glean Water Act of 19771 prohibits the discharge of
po luta i;s into waters of the United States. Tile Depa-rttuent of
Health, and Natural Resources, Division of Environ-
mental Management, has, the responsibility fo-r enforcing this law.

1 •
SF( 1 OF 2
SPECIFICATIONS FOR CONSTRU;:T:ION OF WASTE TREATMENT LAGOONS
----------------------------.------._-----------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon e:iibankment acid building pad shall be
cleared of trees, lags, 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 earth fill shall conforre, to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, f•r'czen soil, stones over'
a inches in diameter, and other objectionable material. To the extent
they are Suitable, excavated materials tali be Used as fill. The fill
shall be brought Lip in approximately horizontal layers not to exceed a
inches in thirc-l:ness when l loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping -roller for other egl_livalent metif
hod.
Compaction Will be eolsid_i'red adeq!_iate when fill material is observed
to consolidate to the point that settle;,icnit is not readily detectible.
:if1T£ THE SPECIAL rici�UIRci�ENTS ;O,� PLACEMENT Ct LINERS IN THE LINER
S'EuTriom OF THIS SPECIFICATION. The embank.meii , of the shall be
in=,+tilled using the more ir,pe'rvi.ous materials from the required
*x1_ava-t•ions. Coizstruction of fill heights shall include 0 percent for
settlement. Dik.es over i.5 feet in height and with an impou•ndmeilt
c%:.kpaci ty OF 10 acre-feet or more fall slil:i:?r the jurisd ic'-ion Of the NC
Dam Safety Law. The height is defined as the difference in elevation
i rnpi th? i QiISt-" Cted ';, 4 jh to :.:� rZwnstre•Afr, toe of t.l-0 Jake.
..j:i�; St; �11 i2 4•_t�•:eti dU'ra.',:j CUilt'r:lct].Ui; to preventeXceSSiVe
LAnd 52;iiti2il •�tii�li.
T .._r. T;.E MINILN M REQUIRED THICKNESS SHALL BE 1.5 ft.
^.GTE: I IN'E;-;S (PARTIAL 0R F'JLL_ A E 1E101UIRE WHEN T P.E ATTACHED SGILS
Iw TT T C. �, i.,` TI T n•rr 1, , T�
:[r��:-S s tCf?: I��: a�.E-.:=�s,.T _O �:tin.�C�i t!_S OR WNE-14 '►---_'.�TTABLE MATERIAL IS
ENI'CL';?T7-R D DURING CONSTRUCTION. A TYr'ICAL CRG^4 SECTION OF THE LINE;
xtl :INCLUDE) IF -1 HE DESIG11,1 WHEN LINERS ARE REQUIRED BY THE SGILS REPORT.
When areas of unsuitable material a-re w�ncct�!il sere', they wi.l.l. be _,ver-
y'X! 5rlrac_ f1�?�� depth 4,r?as lied
pe•►•pei,di0L0-a$- to the finish grade. T hF_ fOLUIidation shall be back f illed
as specified to grade with a SC- app,-o`.}-,u ni.:ts_­ri,:l tie - CL,SC,CH) .
-AEI cat T G THE SAILS INVESTIGATION INFO tiMATIO'N IN "'H[_ PLANS FOR SPECIAL
CONS)IDER'A TICIS

1 •
j SH( . 2 OF 2
Sail .liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be Optimum moisture
Ct)1ltent 4u":si,'ii 're�s?tes to that moist:!'re when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
snail be added to bo,­i ow .as necessary to insure proper moisture content
d,,tring placeivie t- of the liner. The moisture content of the liner
material shah no', be less thali optim!;;:; water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hailing equipment and proper compaction. Proper
compaction of the liner includes placement in S inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weigh.. of the liner material. When smooth, or hard, the p•reviQUs lift
shall be scarified acid moistened as deeded b:--3 fo-re placement of the next
lift.
The single most important factor affecting the overall compacted per,-Ile-
ability of a clay liner, other than the type of clay used fo'r the
liner, is the efficient construction processing of the compacted line,' .
The segUerce of equipment use and the -POUtiiig of equipment in an estab-
lished pattern helps assure Uniformit) in the whole placema%-:t -and
compaction process. For most clay soils, a i:aniping or sheepsf..7jo'_
•rolle•r is the preferable type of compaction equipment.
The soil lii-:e•r shall b�? protected f'ron tfia disc":-A•rga of waste OUtlEt.
pipes. This. coil be done by Using Einme U pe of energy dissipator(•roc ks)
o'i' us i;- fle:c . ble C,,J;lets oil :paste ,pipes.
Alternatives to soil liners are sylithetic liners and bentuilite
When thes= are specified, additional const-r+. Q-tlu"
included with. this Coiistructiorl Specification,
CUTOFF TRENCH:
--------------
A C!ltoff t'reiitri� =j1hall be constructed Under the e:iibankme it area when
-Sh0Wii oll a t j?ir_,Al Cress `_?ction Lil the plans. 'The f i iial depth �,s 'i'il i
f i.''�`_�- rr:,:1 1. �!". l e'.=�rni�.i'_�ci b.,,, rzt.•se'f% oi; of the fo�i'ilr,Cttio'1"i
riiate i%i,.1s.
UEGETA T IOi ON
All ►�;,;{aad ;;iC�.tlE.iii�ilt :tiiJ C:L-,;er ba:,L :CiilSt'r!!�:�3d c?'r=as shall u� se.?deci
�.= t e p'.a:'. i? t—P o f veg-etAti:?il a._ St_:oil a:: s.Ltte Cr�1i
i- .�
Lion the seeding specifications. Topsoil be >Jrla_,ed
co'. -Areas of h,, dike alit 13:3d to be '=.,Eded, Teri*,po;'_!'ry °=e►d in or rilu1C_h
shall he !!se d if t:`ie 'recommended pe•rmAnel veg>,E;al"i.oil is out of season
,'3:5 ai: lt 5e_d: I �r0:! d be established as sOOnij .al r .. 1
as possible curing the next p.-?rioJ of :.p p%-cved seeding dates.
REM0,141PL OF EXISTING TILE PRAth;S
---------------------------------
d i%ai ns a'i'e the the will be removed to it minimum
be;_i?- the C!*,ts4.d-- 'toe of Slo,a o f d ikE. .rile• 'til L'•
t'r?iCIs iJl :;f rial UChi im �lc ] � ?� :it cciE i J U1tl rnJ m: _L =ts
SC, CL, o, CH.

f
SEEDING SPECIFICATION
----------------------
AREA TO BE SEEDED: 5. 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0. 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)
300. 0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO JUNE 15
40. 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
200. 0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
5000. 0 LBS. OF 10-10-10 FERTILIZER ( 1000 LBS. /ACRE)
10. 0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
500. 0 BALES OF SMALL GRAIN STRAW (100 HALES/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.

----------
Operator
07.1*02*1;96
Di,.st.to nearest residence (other than owner): 1500 ft.
(0111.D'VS (taTTOW to finish)
GO-.6;G
.. (farrow to feeder)-. edo-r)-===
head ad (fin ish ing only) 3 06 72
sows kiarrow to wean'): =>
head (1.vean to feeder):===== =>
A-tie. Uhlfe Weight for other operations(lbs.)
Storage volume for sludge accum. (cu.ft.):=>
Tr!--acatment Vol UMIs (min. 1 cu. ft.,Ib.) => 1.0
11r �
C-Ij 1.V ear — 22,"T Hour Rainfall (in.)==
Rainfall in oxcgss of evaporation (in.) 7.0
Drainage area of buildings & lots (sq. -ft.)=,*
�!_I or ,a 0 1 of f a %
V 01 erneOT W&Gil vaiater k9allons.;day) =>
Temporar y Gtora:94 period ISO
1 n
Sid.? s!ooes (inside lagoon) => 3.0 - 1
Ins Ide t�p le n%glh ft):
-1 JO.r
Top of dike qkwation (ft.) 107.5
Bottom of lagoon Glfovation (ft.): => 97.5
,01masonal nigh waier iablek'SH10i M; si...
kTr-): I U%j Ut
Total required 1.A:)lume:===== 1 n I f C) W.753.0,,48 Cu. ft.
iFil r1ofzion yoh inia,
i---- _. P�'A:24PO fi 110
it. I I WT, -4 P%.P-.5
-1
r'top purtiping el.(.- - or- to , :2
00.0 or, I U,.)
or = to 103.5 ft.Min)
q Psq-,tiffa-d. minim MA,wnI U+V qa qM+
I I I J tm ;oLvol'ums: do 95721-3 coa.o 4. **1
- :kTQPA V.rr L nie**
Volunw at stop pumping elevation:
522504 cu. ft.
-L-EPLM PRICI
N01 UTI Ti9VAe L 5 if­a n Iin-,
r on p f z ozr aV-cqI I4zlor,- r a q I ista
7A-71 AC t C,
TMj-=8 T0 :4 r
a 4 L. OR 8OR. .K.
-t- Zf w el%jry l-th1_20t25yr-t2Ror rall-. i & L
_­ s
- I-. -­ __V-
J
-kT='
-u. ft. -k "NIP. 01 O.'K.*"*k
neq. i,,olludrns to 1372'8 "
O)n 4
vollurrice to bjg� ,urripz.�&
0*%
'A
V)

)pe tor:E6B FARMS M3 Count/x DUPLIM Date: 07/W2�96
i5rll .�ce to nearest residenoe other than owner) : 1500. 0 feet
. AVERAGE LIVE WEI8HT (f)LW)
0 sows (farrow to �inish) x 1417 lbs. = 0 lbs
0 scws (farrow to feeder) x 522 lbs. = 0 lbs
3672 head (finishinQ only) x J. lbs. = 495720 lbs
0 sowy ( [arrow to mean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 los. = 0 lbs
Descr�be other : : �
Total Average Live Weight = 495720 lbs
�, MINIMUM kEQ�lRED TREAT�EHT VOLUME UF L�GCON
VolUme = 495720 lbs. ALW x Treatment Vol . me (CF) /lb. ALW
T�e�tmont Vo1�ma (CF) /lb. ALW = | CF/Ib. ALW
Volum cubic feet
�. S[UR�GE �JLU!1� FUR SLUL)GE ACC�HUL�TILh
cu eet
�E6lGn�D VULUm�
`
lnside top lenQ' een/ ---............................................-........................ 3ei Z . 0
Inside �op width (feet) --- -------'--
Top of dika elevation (fwet) ----------------- 107. 5
Bottom of lagoon e|evati n (feot) --------'-- S7. �
Freeb���d -------------------------- 1. 0
�otal ��siyn volums u5z1", '1 rism�i�al formu1a '
3. 8 3. O 338. 0
AKLA �F lJ�
WlDT� =
3J8. d 324. 0 1Q�512 (AR�A OF �GP)
AKE� UF BOTlG�
LENGTH * WIDTH =
2G4. Q 2�0. 0 76��� (AR[A OF BOTTOM)
AREA 3F MID3E�TION
LEHGTH * WIDTH * 4
311. 0 2�7. 0 MlD8�CT%ON * 4)
DE
(�»�REA .�l�SECTION/ � AREA DOTTOX] * PTH/6
109512. 0 369468. 0 �6680. 0 1. 5
�ecLg olumZ ilabLe = 83 90 CU. FT.

^ /
. TEMPORARY STORAG'- REQUIRED
DR��KAGE AREA:
LaQoon Ctop of dihe)
LenQth * Width =
344" 0 330. 0 113520, 0 square feet
Buildings (roof and lot water)
0. 0 square feet Dascrine tbis av`ea.
TOTAL DA 11J5�0. @ square feet
�esi�x temporary storaze period to oe 180 days.
� . �o�ume o � waste pr�o�ceo
Fecas rine production in gal. /day per 135 lj. ALW 1. 37
Vo1ume = 495720 lb�. A��/135 lbs. A�W * 1. 37 gal�day 180 days
Voluma = 985515 gals. or I 2 cubic feet
'
�. olu Ill e of wash water
This tha amount of fres� water used for wayhinQ floors or volume
of fres� water used for a flush sy that recircu1�ta
�h* |aQoon water urm accounted for
.
~o�uma ` �. � galions/oay » �80 �ays s�oruBe/ �. �6 ga onKe
per CF '
cubic feet
C. �a] u�a of rainf J.
in excess of avapora�ior
e J o [ time wtax rain[ull exceeds ev �oration b� larQeet amouot.
...J0 d&ys excyss rainfalJ
�nches per yuot
�����a � 662�0. 0 cubic feat

` . .
` .
. `
j���`Uolumc of ear - 24 hour storm
�
�olume = 7. 5 inches / 12 inchesfoot * DA
r '
70958. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. l21�38 cubic feet
5B. 0 cubic faet
5C. 66220 cub�c fest
5D. 70950 cubic feet
TOTAL 2582[8 cubic feet
incnes
Inside' top widt�============================> 330. � feet
p o� dike e1evatioo=====`=====""='`====='`�
� om of lagoon elevation==================> 9y. 5 feet
>
vol ========>
�easonal |. i�h watertabL eiova �io��
�uupio is.
to the Ail'I' . =======, =`/
��st �e > or = to min. req. tre°tmect el. => 103. � ,eet '
rai.� �a�|
elevat�a.�==========/ 74>�45 cu.
cu.
pcmp�d=�====== CA
==>
/q( 14985SE AL
�

.;err. :,,'ZEE I:
X -G,1NE=)5'f: DW c:
A13FA — VnI 11161F .MODEL
L t � i LA f.r_ • •f t�
Cl CIIATif%Il AD CA ihir,D 1fr%i VOLi lAA II
t_e..t_vnt i a../sv r•kI 1t_r^, ttVL t t. y\-tt—. C•+_'��:s it_. �a
'197.5 73,311 1
00.0 0 75,140 377115 37.11 R5
oa.0 0 78 7'19 77,014 114,12a
101.0 0 8 6,%,-5� 834,0'17 270,520
1031.0
0 a s
ir..C','1 s Cif�,i� 0
i Uck Ll 1 L+�..
1 t,7 r, n 1 : r1n.0 f rlrl ,Alz C,
i
a'
r
3
t
1
i
]t
r
V [ t
n. �".{ �.
�srL;.' + �L1 F
L
1 !,_%� COF

. . ,
` . SHEET 1 OF 2
�
S���IFICATIOMS . CGNSTRUCTION OF WASTE . MENT LAGOONS
' -----------__----~--------~-------_---_--~_---~~-_---~~---
FGUNDATI3U Alto EPARATIOAu
�� �------_--------_-_'----
x�
The fouodation area of the laQoon embankment and buildinQ pmd shall be
claa'.`ed o[ trees, lnlis, s11 its,1;s, roots, brush , boulders, sod and rubbish.
Gutisfacc.ory disposition will be made of all dabris. Tbe topooil from
the 3* 1g13u: and pad area should be wtvipped and stockpiled for use on
the dike and pad areas. After s-In ripP1n], the f1)unda'In ion area of the
laguon embaokmert and buildinQ pad shall be tharoughly lowsened prfor
"Io jlac3.nQ 'In:e firet lift of fill materiml to Qeb at Qoom bond.
E%CAVATIOH AHD EARTHFILL PL�CEMEHTo
-----------------------------------
The cuuiKpted exca on m11 d ea ' on�orm to the iines,
Qrades, and elevations shuwn on the plans. Earthfill miaterial shull
be [rew of material suck as so�, r s rozeo soil, ston�u o/ar
6 iriches in diamatarx and o1;her objactionzibla mat l. To the axtent
they a/w sL�itab|e, exoavated n r al� can be u ...� � l. T�s fill
Wlall 1)e brought up in approxim-it hely oor zonhal layers not tu �xc Z; �
ix�hes in is ckne�as when loose anJ I- o coapacb1oo.
wi1l be by compIete he 11au11.n11 and spreadinQ
equiP�o.�� c/ �tar.Jar� tao ;i..� rulIe�.' or er aqulvaIe/t me�hoJ,
Coupactioo xill bw considered a qua-IL e when [i7. l J. J
the ;oi r, ettic31ert J. 's reaJi I/ d J.bla.
TK Z SP2-CIAL REQUIREX[N13 17 1351 111.KZ zo KEME14T f?F T6E LlU�R
GE-CTlGA Eli: THIS SPECiFlCA [lOh. Tha euWankucnt ---oo sh�l�
�r installed csiny the More impervious za-�erials fruz to quirmd
eAcavabiuo`;. ConstrL t1on u [ [ill huig|its sko11 1nc3: .de 5 t for
�ehtl t. Dikes ovcr 15 feet io heigy|:t and with an im�o�ndnmnt
-apaci 1is 7o�t cr x. ' �'� �al� undz' Zits jar had US; ion o [ tha XC
S��et> Law. Ths heJ �� t l asJ� 7i�ad o`; th 2 Ji ffa,e 'z' i'' elavati�`�
^
�1;a1 t durinJ c�` �tructio�. tu �revc�t ex�es�i�c
to 21 0171 �o zmen��tzcx.
�W: HlH1ORM 11EQUIRE1) TK CwO SS WOOL, I Z
`
XCT[: 1'I R TA'- DR F12L1.) ARE ?OUIRED WHIN OR 1477AC;IC GOILS
T 737; �����-., S� N? T;3X WNUITlots LE MATERIA . 7S
D;is 0;1;140:71 T11 Kj TT NG C2 11 J f TOCT ,OX. ;K 71IC111- 11 TZ3SS T:-.1E
1;L.J thEQ 0% TON G 1:S:7 13.. T L MRS ZY I [E 230I03 REPORT,
�.v of .z C;/.1.i;zt 1)1. i C.I Z.:uotara var-
�xcav�teJ ��`. �x fin1s� gra� 2 :c Way `.��.. � ��aJ es In as
p�,p�ou�culur tu �na �iniso QraJe. T�e noatio�'. st��l oe backfil�e�
ac s�eci J. a 1:1:13 qq: ..v .% a, - CL, SC, CH) .
E� T� TH� S�ILS IX��STI2�TIC>| IK����ATlGN I; T 14E PL HS FOR SPECIAL
`

'' ' ^^ GPERATIOM AND /1AINTEHAHCE PLAN SHEET 1 OF 2
-~---r '---------~----------~-- �
' (
lagoo: is des1Inad for waste treatment (permanent storage) and
180 days of temporary sturaQe. The time required for the planned
f1ui� ��,�l (permanen� aru t`�sporary s''��age� to �a reac��d may va�y
due to site conditic ather, flushi o? tions/ and tha amount
of fra wat I.
Tte �esigna� temporary stora]e consists of 18C days storag� forx
(1) waste from animals and (2) excess rainfall after evaporation. Also
includad is storage for the 25 year - 24 bour storm for the locatioo.
volume of waste generated [roo a Qiven numbe�` u [ animals will be
fairly constant .throughout the year and yrom year to year, but excess
/ainfall wz1l vury from year to year. �he 25 year r�iny�ll will not
be a factor tz consider in an pumping cycle, but this storage
volume must a1wayy �e a�ailab C.
A maximum olevation is deteruined in each dasi o beQin
pumping and tnis is usually t�e uutiet invert n � (s) frcm
zg (s) If �he ut bui d s not installed at tne elevatiun to
b pumping, a perma ant u alls at bnis eIe�ation
to indicate when pumping shuuld begin. An elevation must astablished
�u stop pumping to ma�ntai`� la��o� t ptb.
Pu III piny can be started o, sboppsc, ^t any tima h n ese twa
elevati�n� a
�or Cl 'convenience s site u000itio'�� persit, �uc� A�
weathe?, soils, crup, and squ�pmeot in order tu �pp%/ �uste wi��out
f [ or luachinS.
�and application uf waste watar is racaQoized as an acce�table
methud of disp Iplication inclu ic sei,
9p center pivoh, gunS, and traveling yun i are should ba
ta n when app�yin� *aste �o prevert d�aage tc c/�p�.
folluwing items arm to be �a/rieJ n�t:
� . lt is stran��y recom:e:�e� t�at t|�e trca�c� ,L �ay�oo be �r�- '
its capacity to in�
�re-ctar�irQ re�ucc" t�� ��/.��x�`^� i..�. �. � '.t= ioi ��a1
waste ennering tha �aQoon t�erauy ,euuc y ouo,�, 6�iiu� ano�lJ 1:�e
wiC.h affl. t^.,
flush buildinQs with recycled laguon liquid. �resh +ater aho�l� nut
[iI�iny.
�- T�/e �ttached wastm w.tilization
u�[cre lano �pp�ic�tion.
sturage fluid leva�
c1cvati�: permanen� marke/ . Stop pu��-
fluid Ie�al raaohes el�vatio: 1G3. � . Tois tem�orary
cuet-aics 187278 cubic /eat u.
�40�641 �allons.

"~ 8HEET 2 OF 2
+
/,
4. The recommended nV i'."m ao/�unt to apply por ^ iQation is
° ona (1) inch and the recommended maximum application rate is �. 3
inch per efer to the waste utilization pla: yor [urhner details.
= . �ee� vegetatioo on tha embankm�ot and are^s adjacent to the
\� �uQonn mowed annually. V -1;a1;ion should fertilizeo as needed
�o aairtain a vigorous sturJ .
6. Repair any erode.' aro�� ur araa� dan'�U�J by rodents and
estabIish in veQeta'.^on.
7. All sur'face runoyf is to be divertcd from the lagoon to stable
�ut�nts.
8. Keep a minimuo of 25 feet of grass veyetated buffar around
utiliza�in�' fielJ� "���'�aot to perennial streams. Waste
be applied in open ditches~ Do no pump wJ.thin 200 feet of a
� �iJenca or within l00 feet c � � wel�. Wasteapplied . in a
�anner not to reach o�her pruFert/ and public IL;-of-ways.
Clean Water Aut o 197� �``ohibits the discb
pullutarts into waters e Uni ted S�a�as, Th� De�° ���me�.i o�
/onwent, Heal th , ao� X�tura� Res'�urces, C �v i�i zo y � �.�. i Lroo-
na'�tal �anayem�nt, �as the rmy�or�ibi�ity fo is Ia�.
`
'

r c Th e
"1 11.-. 49 1 3. Coe:m e --r w n i-avo zipp -Ved r 0 tij cl*a-ED--A
f 1-11 L;6,71 '-.-q cc)n-t e ri-L- lf -1.',--1 e I a.1'-1-.--r r.-Ia t e*ri-Ed E;1-i a 1.1 b 0 P't;j.111 Lk 111 1110 i S-;-L-U T'C-
c:c.n t ,o U 1w h i c h r e 1.:-t-t-e s ci t h zx-L- n.-,(3 i SI;U 1-0 c(-,11---_,­.I- w h e ri aie s(3 i 1 is n e a d e d
i r. 't F e J. t "q j.3.1. ). b it 13. w i-.i c 11 cl c)m on y-,,ct it -r e ad i.,..y s--e p air a-L-e a Wate-P
07411100.1. L'sr. bc-;i---1'*0'.'; AS i)1SU-r1_-- pr tap ow coriten-b
c)-f -bhe niev nick.wWre ccvcrb!�-.-,,-vt; of -the •li-i-jer
�a 1.1. 410)Z. 13m; 1.c;is to t K a 11 Clio 1;WUN V1 X"0 1i V C:D Ti-1; Sr -J L.I.Y:1 e m er,
Than -'c.o t-1h�t lbe.-J.-rr., c)c• v j s?-b
7 0 T a F 11 W 10 11� L,.*It Q-F 1 i a 11 jj E Ci't 11 13 m q?11 c a 11 p r fj I:-u,-,- e:•c'ni •p'�'c�--A::-r.' c,,:)e r
cm-11 coin wf Vie liner j. ".Ldws iri 9 ir.,ch ii-f-lus -Etrid
comp-Eu.—Ised i-vt 90 perewil; •c3f Uie nimcinA011 ASTI D698 Q-y 'Uh-d-b
J.g h t F :i e I i yi to 7 m a-t e r Ji;N 1 W h eR 11 So m C)c'-Wri Ll r r!a r cl, -the ;-�revicjm-� lif-L-
fieedem! befc5re InUmemeA c3l' Wve-z! nex-1;
I -I,J. IF J.::":
ruins impcwtafit facAm, zx1'-1ec-Aj.-r1:j 1-he uve-f-,_tll.
at c'].-ay Umen U-110 'L/ Wf AUN
" 0- j OWl R
commW7'UC." ;j.0'1-. j.)'r0CWSSQQj af tom mcm,mmimi; liner'.
'rve villwalwe t-of eq wh yin toll 0 um..? !.xr.dl U.-tc-, CA i""I A-1.1
ISS111mal :%.,"[ 1.-!_1
w5nipmedimi
V.
Of WaStO CLAIM:,
-S W111 Al dMIR b)l USMINI
I
Von" c I c; 3.1,1 i YArs W:,Ar4..AP ri
Qj T C F ATEMA W
................. ................................
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Awn . it.* . l lS Ay ; w-F app7mved w. -J J. -'G
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. ............................... ........
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w c:w al;.al v is l.i A:L'Z- W D d Sib W!TA 15, It L:I i R E.

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EMERGENCY ACTION PLAN
PHONE NI IMRFR S
DWQ 910 -395-- 3gOO
EMERGENCY MANAGEMENT SYSTEM
SWCD 910- a g 6, -aIaO
NRCS q10-a96 - Agal
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for all
employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s)that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems,houses,solid separators-action include:
1 December 18, 1996

a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowi;
a. Dig a small sump or ditch away from the embankment to catch all seepage,put
in a submersible pump, and pump back to the lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom
as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what 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 DWQ(Division of Water Quality)regional office;
Phone - - . After hours,emergency number. 919-733-3942. Your phone call
should include:your name, facility,telephone number,the details of the incident from item
2 above,the exact location of the facility,the location or direction of movement of the spill,
weather and wind conditions. The corrective measures that have been under taken,and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES,phone number - - , local SWCD office phone number - - ,and
local NRCS office for advice/technical assistance phone number - -
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
2 December 18, 1996

5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name: 'r%`'``'�� SeS �•
b. Contractors Address: l c S A Pink HI N 'N`'
c. Contractors Phone: L,'Z-5b6- L(`Fg'
6. Contact the technical specialist who certified the lagoon(MRCS,Consulting Engineer, etc.
a. Name: �,.• ;r��4- S� �C��,� l�. - �i e,,o t<,e"e-J4
b. Phone: L 52- "R - ;k-6 48
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage,repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
3 December 18, 1996

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

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

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

Practice water conservation---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Niaintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
;full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

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

(rs, Possible Causes of Lagoon'Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam..Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels---high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity---protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Liquid Svstems
Flush Gutters 0 Accumulation of Solids Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
9" Remove bridging of accumulated solids at discharge
Lagoons and Pits • Crusted Solids Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6-8 inches
over more than 30%of surface.
Excessive Vegetative • Decaying vegetation O""'Maintain vegetative control along banks of lagoons
Growth and other impoundments to prevent accumulation of
decaying vegetative matter along waters edge on
impoundment's perimeter.
nry Qvctpmc
Feeders • Feed Spillage O Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the accumulation
[7 (
2 decayinga�vastage.
can up spillage on a routine basis(e.g.,7- 10 day
interval during summer; 15-30 day interval during
winter).
Feed Storage • Accumulation of feed residues O 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
Opr and remove or breakup accumulated
solids in filter strips around feed storage as needed.
AMIC- November 11, 1996,Page 1

Source Cause BMPs to Minimize Insects Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes 0 Eliminate low areas that trap moisture along fences
and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
0 Maintain fence rows and filter strips around
animal holding areas to minimize accumulations
of wastes(i.e.inspect for and remove or break up
accumulated solids as needed.
Dry Manure Handling 0 Accumulations of animal wastes 0 Remove spillage on a routine basis(e.g.,7-10 day
Systems interval during summer; 15-30 day interval during
winter)where manure is loaded for land application
0 96W29#adequate drainage around manure
stockpiles.
O Inspect for an remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed.
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University, Raleigh,NC
27695-7613
AMIC- November 11, 1996,Page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine Production a—/Vegetative or wooded buffers;
(9Recommended best management practices;
IR///Good judgement and common sense
Animal body surfaces • Dirty manure-covered animals 2""Dry floors
Floor surfaces • Wet manure-covered floors Mr"Slotted floors;
2"'Waterers located over slotted floors;
O Feeders at high end of solid floors;
01"Scrape manure buildup from floors;
2"'Underfloor ventilation for drying
Manure collection pits • Urine; C3 Frequent manure removal by flush,pit recharge, or
Partial microbial decomposition scrape;
CT-Underfloor ventilation
Ventilation exhaust fans • Volatile gases; ( Fan maintenance;
• Dust 0'*�Efficient air movement
Indoor surfaces • Dust 01"'Washdown between groups of animals;
O Feed additives;
O Feed covers;
O Feed delivery downspout extenders to feeder
co vers
Flush tanks • Agitation of recycled lagoon liquid O Flush tank covers;
while tanks are filling 13 Extend fil l to near bottom of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon liquid O Extend recharge lines to near bottom of pits with
while pits are filling anti-siphon vents
Lift stations • Agitation during sump tank filling O Sump tank covers
and drawdown
AMOC-November 11, 1996,Page 3

Source Cause BMPs to Minimize Odor Site Specific Practices
Outside drain collection or 0 Agitation during wastewater O Box covers
junction boxes conveyance
End of drainpipes at lagoon • Agitation during wastewater ❑ Extend discharge point of pipes underneath
conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emission; LSD Proper lagoon liquid capacity;
• Biological mixing; Or" Correct lagoon startup procedures;
• Agitation E/Minimum surface area-to-volume ratio;
C� Minimum agitation when pumping:
O Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler nozzles • High pressure agitation; a--l—irrieate on dry days with little or no wind:
• Wind drift &"-Minimum recommended onerating pressure:
Pump intake near lagoon liouid surface:
❑ Pump from second stage lagoon
Storage tank or basin • Partial microbial decomposition; O Bottom or midlevel loading:
surface • Mixing while filling; O Tank covers:
• Agitation when emptying O Basin surface mats of solids:
❑ Proven biological additives or oxidant
Settling basin surface • Partial microbial decomposition; O Extend drainpipe outlets underneath liquid level;
• Mixing while filling;
❑ Remove settled solids reeularly
• Agitation when emptying
Manure,slurry or sludge • Agitation when spreading; /Soil injection of slurry/sludges;
spreader outlets • Volatile gas emissions M Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
Uncovered manure,slurry • Volatile gas emissions while R"'� Soil injection of slurry/sludges;
or sludge on field surfaces drying rT"' Soil incorporation within 48 hrs.;
PK Spread in thin uniform lavers for rapid drying:
❑ Proven hioingical additives or oxidants
Dead animals • Carcass decomposition ❑ Proper disposition of carcasses
AMOC-November 11, 1996,Page 4

Source Cause BMPs to Minimize Odor Site Specific Practices
Dead animal disposal pits • Carcass decomposition rl Complete covering of carcasses in burial pits;
rl Proper location/construction of disposal pits
Incinerators • Incomplete combustion rl Secondary stack burners
Standing water around • Improper drainage; R�G rade and landscape such that water drains away
facilities • Microbial decomposition of from facilities
organic matter
Mud tracked onto public • Poorly maintained access roads Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management;.0200 RuleBMP Packet NCSU,County Extension Center
Swine Production Farm Potential Odor Sources and Remedies;EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment;EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;EBAE 103-88 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assurance Program:NPPC Manual NC Pork Producers Assoc.
Options for Managing Odor;a report from the Swine Odor Task Force NCSU-Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies;PRO107, 1995 Conference Proceedings Florida Cooperative Extension
AMOC-November 11, 1996,Page 5