310280_Application_20240401

State of North Carolina RECEIVED
Department of Environmental Quality
Division of Water Resources APR 0 12024
Animal Waste Management Systems JVC DEQ/DWH
Request for Certification of Coverage Central p ftjW
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30,2024,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 3,2024.
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. Certificate Of Coverage Number: AWS310280
2. Facility Name: Blackmore Nursed#1 &Turkey Hill&Piglett's Playpen
3. Permittee's Name(same as on the Waste Management Plan): John T Blackmore
4. Permittee's Mailing Address: 190 Turkey Hill Ln
City: Warsaw State: NC Zip: 28398-7967
Telephone Number: 910-385-7989 Ext. E-mail:Turkey Hill Ln � r,J,l�
,�/
5. Facility's Physical Address: 190 C Tu rk �p6-b14ikmvm wwr4 Y.*iv- or�
City: Warsaw State: NC Zip: 28398
6. County where Facility is located: Du lin
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Mu h -Brown LLC
10. Operator Name(OIC): John T.Blackmore Phone No.: 910-385-7989 OIC#: 19624
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-Wean to Feeder 7,800
Operation Types:
Swine Cattle Dry Poultry Other Tl ,nes
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 Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
BM Lagoon 7/24/1992 Full,clay 135,117.00 20,400.00 19.50
PP Lagoon 8/18/1993 Full,clay 126,193.00 23,400.00 19.50
TH Lagoon 1/30/1996 Full,clay 188,568.00 30,000.00 19.50
Submit 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), either by mailing to the address below or sending it via
email to the email 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.)
/(. 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
iY.A site map/schematic
i3'Emergency Action Plan
Insect Control Checklist with chosen best management practices noted
iS.Odor Control Checklist with chosen best management practices noted
4.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
,,-r 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.
/$.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,solids separators,sludge drying system,waste transfers,etc.)
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.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print)- rY10y Title: 8r
Signatu Date: L //���¢�� Zo Z
Name(Print): �,I _U}L14�� Title: [/[,c)�uQ✓
Signature: Date: 145 O'V4 ZQ XV
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

WASTE UTILIZATION PLAN
PRODUCER: John Blackmore-Turkey Hill, Pigletrs Playpen & Blackmore Nursery
LOCATION: 150 Turkey Hill Lane
Warsaw, NC 28398
TELEPHONE: [phone]
TYPE OPERATION: Wean - Feeder
NUMBER OF ANIMALS: 7800
(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 2H.0217 adopted by the Environmental Management Commission.
Pagel

WASTE LlTILIZATI-N PLAN
Amount of Waste Produced Per Year(gallons, ft, tons, etc.
7,800 animals X 0.42 (tons)waste/animal/year= 3,276 (tons)waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
7,800 animals X 0.48 lbs. PAN/animal/year= 3,744 Ibs. PAN/year. (PAN from N.C.
Guide Std.633) *2 Years 7488 Tech
*3 Years 11,232
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 Pull Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
0
*See page 10 0
0
0
0
0
0
0
0
0
0
0
0
Total 0.00 -
*This N is from animal waste only. N 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

INA SITE UTILIZATION PLAN
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement With adjacent landowner must be attached)
(Required only if operator does not own adequate land
[see Required Specification 21)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre* Utilized Application
Total -
*See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 0.00 -
Table 2 33.42 14,689
Total 33.42 14,689
Amount of N Produced 11,232
Surplus or Deficit (3,457)
NOTE: rho 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

WIA 9--UT11
Lm"ON PL-Afla
See affached 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.)
1-7,-10,12 NoA Row Crops 0.5 .5-1.0
11 NoA/GoA Row Crops 0.5 .5-1.0
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION,HOWEVER A SIMILAR TABLE WILL
BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation -*see lagoon 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: The acres used in this plan are"Wetted Acres". This plan is based
on a 3 year crop rotation. Cotton was added to the rotation.
Page 4

VMM 1-TILI.I-ON PLAIN
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
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 U-TILIZAT-10N PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt
damage from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held
to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following;
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property
boundary and from any perennial stream or river(other than an irrigation ditch or canal.
Animal waste other than swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters. (See Standard 393 - Filter
Strips).
12
Animal waste shall not be applied closer than 100 feet to wells.
13
Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14
Waste shall be applied in a manner not to reach other property and public right-of-ways.
15
Animal waste,shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over-spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways,waste shall be applied at agronomic rates in a
manner that causes no runoff or drift from the site.
16
Domestic and industrial waste from washdown facilities,showers, toilets, sinks, etc.,shall
not be discharged into the animal waste management system.
Page 8

1TOFAs
VA JTL# NL
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 crap 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 shalt 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 (6)years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Turkey Hill Pigletrs Playpen, Blackmore Nurseries
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 tiled 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: John Blackmore
(Please print)
Signature: Date: 10/12/2005
Name of Manager(if different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) M. Kevin Weston
Affiliation: Murphy-Brown, LLC
Address (Agency): P.O. Box 856
Warsaw, NC 28398
Signature: / � � Date: 10/12/2006
Page 8

W L U'TIL T10N PLA.N
Table 1: ACRES OWNED BY PRODUCER
Tract Pull Soil Crop Lbs. N Acres Lbs. IN Month of
a # No. Type Per Acre* Utilized Application
Turkey Hill 1 NoA Corn 116 3.99 462.84 March-June
Turkey Hill 2 NoA Corn 116 3.65 423.40 March-June
Turkey Hill 3 NoA Corn 116 3.65 423.40 March-June`
Turkey Hill 4 NoA Corn 116 2.03 235.48 March-June
Turkey Hill 5 NoA Corn 116 2.10 243.60 March-June
Turkey Hill 6 NoA Corn 116 3.82 443.12 March-June
Turkey Hill 7 NoA Corn 116 2.79 323.64 March-June
Turkey Hill 8 NoA Corn 116 0.97 112.52 March-June
Piglett's 9 NoA Corn 116 2.75 319.00 March-June
Pigletrs 10 NoA Corn 116 2.71 314.36 March-June
Blackmore 11 NoA/GoA lCom 124 3.53 437.72 March-June
Blackmore 12 NoA Corn 116 1.43 165.88 March-June
Turkey Hill 1 NoA Wheat 132 3.99 526.68 Oct- March
Turkey Hill 2 NoA Wheat 132 3.65 481.80 Oct- March
Turkey Hill 3 NoA Wheat 132 3.65 481.80 Oct-March
Turkey Hill 4 NoA Wheat 132 2.03 267.96 Oct-March
Turkey Hill 5 NoA Wheat-° 132 2.10 277.20 Oct- March
` Turkey Hill 6 NoA Wheat 132 3.82 504.24 Oct- March
Turkey Hill 7 NoA Wheat 132 2.79 368.28 Oct- March
Turkey Hill 8 NoA Wheat 1321 0.97 128.04 Oct-March
Riglett's 9 NoA Wheat 132 2.75 363.00 Oct-March
Piglett's 1 Q NoA Wheat 132 2.71 357.72 Oct-March
Blackmore 11 NoA/GoA Wheat 138 3.53 487.14 Oct- March
Blackmore 12 NoA Wheat 132 1.43 188.76 Oct-March
Turkey Hill 1 NoA Soybeans 105 3.99 418.95 June-Sept 15
Turkey Hill 2 NoA Soybeans 1051 3.65 383.25 June-Sept 15
Turkey Hill 3 NoA Soybeans 1051 3.65 383.25 June-Sept 15
Turkey Hill 4 NoA Soybeans 105 2.03 213.15 June-Sept 15
Turkey Hill 5 NoA Soybeans 105 2.10 220.50 June-Sept 15
Turkey Hill 6 NoA Soybeans 105 3.82 401.10. June-Sept 15
Turkey Hill 7 NoA Soybeans 105 2.79 292.95 June-Sept 15
Turkey Hill 8 NoA Soybeans 105 0.97 101.85 June-Sept 15
Piglett's 9 NoA Soybeans 1051 2.75 288.75 June-Sept 15
Piglett's 10 NoA Soybeans 105 2.71 284.55 June-Sept 15
Blackmore 11 NoA/GoA Soybeans 115 3.53 405.95 June-Sept 15
Blackmore 12 NoA Soybeans 105 1.43 150.15 June-Sept 15
Turkey Hill 1 NoA Cotton 84 3.99 335.16 April-August
Turkey Hill 2 NoA Cotton 84 3.65 306.60 April-August
Turkey Hill 3 NoA Cotton 841 3.65 306.60 April-August
Turkey Hill 4 NoA Cotton 84 2.03 170.52 April-August
Turkey Hill 5 NoA Cotton 84 2.10 176.40 April-August
Turkey Hill 6 NoA Cotton 84 3.82 320.88 April-August
Turkey Hill 7 NoA Cotton 84 2.79 234.36 April-August
Turkey Hill 8 NoA Cotton 84 0.97 81.48 April-August
Piglett's 9 NoA Cotton 84 2.75 231.00 April-August
Piglett's 10 NoA Cotton 84 2.71 227.64 April-August
Blackmore 11 NoA/GoA Cotton 84 3.53 296.52 April-August
Blackmore 12 INoA Cotton 84 1.43 120.12 April-August
TOTAL 33.4 14,689.26
Page 10

-WA TE UTILIZA. TON. PLAN
WASTE UTILIZATION PLAN AMENDMENT
Name of Farm: Blackmore Nursery 1 and Turke,; Hill and Piglet's Playpen
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 forreview by DEM upon request.
Name of Facility Owner: John Blackmore
(Please print)
Signatu Date:
Name of Manager(If different from owner): _
Signature: Date:
Name of Technical Specialist: (Please print) Amanda Hatcher
Affiliation: NC State: Extension
Address (Agency): PO Box 949
Kenansville, NC 28398
9101296-2143
Signatur Date: Aa
Page 8

WASTE. UTIU ATOM PLAN AMENDMENT
IN ADDITION TO CORN, WHEAT, BEANS, COTTON, PRODUCER HAS OPTION
OF FORAGE AS LISTED BELOW 7A
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre* Utilized Application
Option'!
Turkey H 6 NoA berm hay 299 3.82 1,142.18 Mar-Sept
Turkey H 6 NoA sm gr 50 3.82 191.00 Oct-Mar
Turkey H 7 NoA berm hay 299 2.79 834.21 Mar-Sept
Turkey H 7 NoA sm qr 50 2.79 139.50 Oct-Mar
Turkey H 8 NoA berm hay_ 299 0.97 290.03 Mar-Sept
Turkey H 8 NoA sm gr 50 0.97 48.50 Oct-Mar
Option 2 -
Turkey H 6 NoA berm past 224.25 3.82 856.64 Mar-Sept
Turkey H 6 NoA sm gr 50 3.82 191.00 Oct-Mar
Turkey H 7 NoA berm past 224.25 2.79 625.66 Mar-Sept
Turkey H 7 NoA sm gr 50 2.79 139.50 Oct-Mar
Turkey H 8 NoA berm past 1 224.25 0.97 217.52 Mar-Sept
Turkev H 8 NoA sm gr 50 0.97 48.50 Oct-Mar
TOTAL 30.3 4724.2
Page 10

Narrative - 11/9/2021 amendment
Turkey Hill, Pulls 6, 7, and 8 - Split window application for small grain overseed on
bermuda to increase to 100 Ibs versus previous 50 Ibs/ac.
A deficit exists using a bermuda/small grain pasture option, which is more
limiting than hay (see documentation below).
In addition, a small grain silage cut for hay will be added as a fifth option on
pulls 1, 2, 3, 4, 5, 9, 10, 11, and 12.To summarize, the options on these pulls are
corn, wheat for grain, small grain silage for hay, cotton, and/or beans.
Calculations of PAN potential in one crop in one year with bermuda/sm gr overseed.
If Corn plus bermuda/sm grain pasture: 5,294 # PAN potential
If Cotton plus bermuda/sm grain pasture: 4,438.88 # PAN potential
If Beans plus bermuda/sm grain pasture: 5,016.82# PAN potential
If Wheat for grain plus bermuda/sm grain pasture: 5,700.38 # PAN potential
If Small Gr Silage for hay plus bermuda/sm grain pasture: 5,224.72 # PAN potential
The potential will go up when multiple crops are managed in multi-year rotation.
The plan written in 2005 estimates 3,744 # PAN produced/year so even the most
limiting of these options will result in a deficit.
For application window, see the attached guidance.
Amendment written based on plan written in 2005.

Sm gr silage option
WASM.U"r 1 ATION PLM s
Option with Small grain silage to add with com -wheat-beans -cotton options
**See amendment for pulls 6, 7, 8
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
Turkey Hill 1 NoA Sm gr silage 114 3.99 454.86 Sept 1-Mar 31
Turkey Hill 2 NoA Sm gr silage 114 3.651 416.10 Se t 1-Mar 31
Turkey Hill 3 NoA Sm Qr sila a 114 3.651 416.10 Se t 1-Mar 31
Turkey Hill 4 NoA Sm Qr sila a 114 2.031 231.42 Sept 1-Mar 31
Turkey Hill 5 NoA Sm gr silage 114 2.101 239.40 Se t 1-Mar 31
Pi-lett's 9 NoA Sm gr silage 114 2.75 313.50 Se t 1-Mar 31
Pic lett's 10 NoA Sm c r sila a 114 2.71 308.94 Sept 1-Mar 31
Blackmore 11 NoA/GoA Sm q r silaq a 117 3.53 413.01 Se t 1-Mar 31
Blackmore 12 NoA Sm gr silage 114 1.43 163.02 Set 1-Mar 31
TOTAL 25.81 2956.4
Page 1

Updated Crop Management Practices for Bermuda Winter Overseed
This document, as approved by the Interagency Nutrient Management Committee on
October 10, 2017, hereby modified the July 13, 1998 Memorandum "Crop Management
Practices for Select Forages Used in Waste Management". This modification updates
the application window protocol for the 100 lb Nitrogen PAN rate for both Cereal Rye
and Annual Ryegrass, as well as winter small grains.
• :Farms,utrlizrng the 100 lbs./ac PAN. rate for the overseed are aitowed.to apply no
n ore than-50-Ibs./ac PAN.from:,October 1 through..Decem:ber 31 and no More than
50 ibs,/.ae PAID from Jan:uaty 1' through-Mareh'31.
• Appircatbns made during the months of December and January caneot exceed the
cambi:ned total of 25.1,bs.1ac PAN.for.the tw month; eno �..
• The.last appli_cat on;of animtaal..-waste:is to-be-app red to the bermuda crop priorto
September.30.
• Th PAN rate for grazed systems:-must be reduced by 25a/o.
All other requirements of the July 13, 1998 Memorandum continue to apply. Those
requirements include but are not limited to:
• Cereal rye and annual ryegrass should be planted..by'October 1-5 toprovide the best
opportunity to get winter growth.
• Atiarvest is.required.prior.to.headi:ng or April 7, whichever comes first, for both
cereal rye and annual ryegrass. This is necessary to minimize the potential for
shading of emerging bermuda and reducing its yield. To favor the production of
bermuda, additional harvest of annual ryegrass will be required when the ryegrass
canopy reaches 12-15 inches height.
These management requirements shall also apply to overseeded winter small grain.
Approved by 1217 Interagency Committee
Nov 16, 2017

STE UTUMATION PLAN AMENDMENT
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre* Utilized Application
Option 1
Turkey H 6 NoA berm hay 299 3.82 1,142.18 Mar-Sept
Turkey H 6 NoA sm gr 100 3.82 382.00 split window**
Turkey H 7 NoA berm hay 299 2.79 834.21 Mar-Sept
Turkey H 7 NoA sm gr 100 2.79 279.00 split window**
Turkey H 8 NoA berm hay 299 0.97 290.03 Mar-Sept
Turkey H 8 NoA sm yr 100 0.97 97.00 split window**
Total as hay 3,024.42
Option 2 as pasture)
-
Turkey H 6 NoA berm past 224.25 3.82 856.64 Mar-Sept
Turkey H 6 NoA sm qr past 75 3.82 286.50 split window**
Turkey H 7 NoA berm past 224.25 2.79 625.66 Mar-Sept
Turkey H 7 NoA sm gr past 75 2.79 209.25 split window**
Turkey H 8 NoA berm past 224.25 0.97 217.52 Mar-Sept
Turkey H 8 NoA sm qr past 75 0.97 72.75 split window**
Total as pasture 2,268.32
TOTAL 15.2
**Split window information for small grain overseed application is attached
Page 10

WASTE UTMIZATION PLAN
WASTE UTILIZATION PLAN AMENDMENT
Name of Farm: Blackmore Nursery 1 and Turkey Hill and Piglets Playpen
Owner/ManagerAgreement
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 John Blackmore
(Please print)
Signature: Date:
Name of Manager(If different from owner):
Signature: Date:
Name of Technical Specialist: (Please prim) Amanda Hatcher
Affiliation: NC State Extension
Address(Agency): PO Box 949
Kenansville, NC 28398
[phone]
Signature: /,ZffiAyAt�, Date:
Page 8

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EML�GENCY ACTION PLAN
'PHONE NUMBERS
DIVISION OF.WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) :(9.10-)296-2160
SOIL AND WATER CONSERVATION DISTRICT, (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE -(NRCS) (9.10)296-2'121
COOPERATIVE::EXTERSION SERVICE (CES) (910)29B-2143
This plan will be� implemented .in the event that wastes from your operation are'Je;iking,
overflowing or running off site. -Ycu should not wait until wastes. reach surface waters
or leave-you property to consider- that you have a problem. : You should make-.:every
effort to ensure that this does not happen. This plan sl-fi'ould be posted in an accessible
location for all employees at the facility. The following are some action.items you should
take.
1 . Stop the release of wastes. Depending on the situation,..this may ore may not. be
possible. Suggested responses to some. possible problems are listed belwo.
A. .Lagoon overflow-possible solutions—are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. 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 divers-ion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application ra-tes for the fields where runoff occurred.
C. Leakage from the- was-te.pipes and' sprinklers-action include:
a. Stop recycle pump.
b. Stop-irrigation pump.
c. Close-valves to eliminate further discharge.
d. Repair- all leaks prior,to restarting pumps.
D. Leakage-from flush systems, houses, solid separators-action include:
a. Stop: recycle pump.
b. Stopl.irrigation pump.
c. Make sure-siphon.o.ccurs.
d. Stop all flows in th-e house, flush.systems; or solid separators.
E. Leakage from'. base or sidewallof lagoon. Often this is seepage as opposed
to flowing leaks-possible: action:
a. ,.Dig a small sump.or ditch from the.erribankment.to catch all
seepage, put in a s.-b­mersible_pump, and,'-0ump-back to lagoon.
b. .-if holes. are caused by burrowing animals, 'trap or remove animals and fill
holes and compact with .a clay type soil.
.c. Have a professional evaluate the condition of the side walls and lagoon
bottom-as soon as possible.
1

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 notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the -spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name: we, ,•o ale,
b. Contractors Address: 14411i,_ '(! RA l Tyrkt�n c. J.P3g3
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: L>SOA -Nl_12GS
b. Phone: 910-196 -all-D
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

n
PRODUCER CERTIFICATION OF IRRIGATION EQUIPMENT
I,
— , certify that I (own, have access to) the
(producer)
following irrigation equipment:
TYPE IRRIGATION AND SIZE
AVAILABLE FROM,
(owner of equipment)
I further certify that, through the arrangements I have made concerning irrigation equipment. I
will be able to ' gate as necessa , according to my waste management plan.
Date 17c LNG �
Signature
/ (producer)

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimiie Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids ) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
Remove bridging of accumulated solids at
discharge
) Maintain lagoons, settling basins and
Lagoons and Pits Crusted Solids
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 ) Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage ( 1 Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 1 5-30 day interval during winter).
Feed Storage Accumulations of feed residues () Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
i
Animal Holding Areas Accumulations of animal wastes () Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips.around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
AMIC--November 11, 1996

Dry Manure Handling Accumulations of animal wastes (1 Remove spillage on a routine basis (e.g. 7-10 day
Systems interval during summer; 1 5-30 days interval during
winter) where manure is loaded for land application
or disposal.
( ) Provide for adequate drainage around manure stockpiles.
( ) Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked-t pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
( certify the aforementioned insect control Best Management Practices have been reviewed with me.
I1
i
(Landowner Signature)
Black -rNoee, vf1 en. _
(Farm Name)
31--2PC)
(Facility Number)
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

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SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production Vegetative or wooded buffers;
Recommended best management
practices;
Good judgment and common sense
Animal body surfaces Dirty manure-covered animals _"V) Dry floors
Floor surfaces Wet manure-covered floors \ ( 1 Slotted floors;
�N) Waterers located over slotted floors;
() Feeders at high end of solid floors;
�} Scrape manure buildup from floors;
�) Underfloor ventilation for drying
Manure collection pits Urine ► Frequent manure removal by flush,pit
\ recharge,or scrape
Parital micorbial decomposition Underfloor ventilation
Ventilation exhaust fans Volatile gases; ' ) Fan maintenance;
\
Dust �A Efficient air movement
Indoor surfaces Dust ) Washdown between groups of animals
() Feed additives;
() Feeder covers;
( 1 Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon () Flush tank covers
liquid whiles tanks are filling () Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon (} Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling () Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater ( 1 Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions \ Proper lagoon liquid capacity
Biological mixing Correct lagoon startup procedures
Agitation 'Y) Minimum surface area-to-volume ratio
() Minimum agitation when pumping
() Mechanical aeration
\ () Proven biological additives
Irrigation sprinkler nozzles High pressure agitation ) Irrigate on dry days with little or no wind
Wind draft \'-(J) Minimum recommended operation pressure
�1!) Pump intake near lagoon liquid surface
() Pump from second-stage lagoon
AMOC--November 11, 1996

Storage tank or basin Partial microbial decomposition () Bottom or midlevel loading
surface Mixing while filling (1 Tank covers
Agitation when emptying ( 1 Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition () Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying ( 1 Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading ) Soil injection of slurry/sludges
spreader outlets Volatile gas emissions Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying Soil infection of slurry/sludges
or sludge on field surfaces �1 Soil incorporation within 48 hours
Spread in thin uniform layers for rapid drying
( I Proven biological additives or oxidants
Dead animals Carcass decomposition ) Proper disposition of carcasses
Dead animal disposal Carcass decomposition () Complete covering of carcasses in burial pits
pits {) Proper location/construction of disposal pits
Incinerators Incomplete combustion () Secondary stack burners
Standing water around Improper drainage Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads ) Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management; 0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge--Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage;EBAE 103-83 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 Assuranc Program: NPPC Manual NC Pork Produces 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
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices v been reviewed with me.
(Landowner Signature)
AMOC--November 11, 1996

Version-November26,2018
IRT'llortality Management Methods Indicate which metttnd(s)will be implemented.
When selecting multiple methods indicate a prrrnary versus secondaty option.
Methods other than those listed must be approved by the State Veterinadan,
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.106403). The bottom of the burial pit should beat least one foot above the seasonal
high water table.Attach burial location reap and plan.
landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13D A200.
Rendering.at a rendering plant licensed under G.S. 106-163.7.
Complete incineration according to 02 NCAC 52C< .0102.
A composting system approved and permitted by the NC Department of Agriculture&Con-
surner Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required-from NC DEQ.
In the case-of dead poultry only, placing in a disposal pit.of a.size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106- 9.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
�-3 the selvage of.part of a dead animal's value without endangering human or animal health,
(Writter: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.
f.
A catastrophic mortality disposal plan is part of the'facility's-CAWMiP and is activated
when numbers of dead animals exceed normal mortality rates as specked by the State
Veterinarian.
o Burial must be done in accordance with NC.General Statutes and NCDA&,C5 Veterinary
Division regulations and guidance.
b 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 disuse 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
Signature of Technical Specialist Efate

C k w%Ole � 1
Operator:John Blackmore County : Duplin Date : 07/24/92
Distance to nearest residence (other than owner) : 600. 0 feet
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
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
2600 head (wean to feeder) x 30 lbs. = 78000 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 78000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. SSLW x Treatment Volume (CF) /lb. SSLW
Treatment Volume (CF) /lb. SSLW= i CF/lb. SSLW
Volume = 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet Not computed at landowner' s request
Sludge will be removed as needed.
4. TOTAL, DESIGN VOLUME
Inside top length 170. 0 feet ; Inside top width 120. 0 feet
Top of dike at elevation 50. 2 feet
Freeboard 1. 0 feet ; Side slopes 2. 5 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 49. 2 feet
Bottom of lagoon elevation 38. 2 feet
Seasonal high water table elevation 44. 0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2. 5 2. 5 2. 5 2. 5 165. 0 115. 0 11. 0
AREA OF TOP
LENGTH * WIDTH =
165. 0 115. 0 18975. 0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
110. 0 60. 0 6600. 0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
137. 5 87. 5 48125. 0 (AREA OF MIDSECTION 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
18975. 0 48125. 0 6600. 0 1. 6

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
170. 0 120. 0 2:10400. 0 square feet
Buildings (roof and lot water)
Length * Width =
0. 0 0. 0 0. 0 square feet
TOTAL DA 20400. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW -0. 00136
Volume = 78000 Lbs. SSLW * CF of Waste/Lb. /Day 180 days
Volume = 19048 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day 180 days storage/7. 48 gallons
per CF
Volume = 0. 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall — 7. 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 11900. 0 cubic feet

5D. Volume of 25 year — 24 hour storm
Volume = 7. 5 inches / 1E inches per foot DA
Volume = 12750. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19048 cubic feet
5B. 0 cubic feet
5C. 11900 cubic feet
5D. 12750 cubic feet
TOTAL 43698 cubic feet
6. SUMMARY
Total required volume 121696 cubic feet
Total design volume avail. 135117 cubic feet
Min. req. treatment volume plus sludge accumulation 78000 cubic fe
et
At elev. 45. 6 feet ; Volume is 78366 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 1EE367 cubic feet
At elev. 48. 5 feet ; Volume is 122174 cubic feet (start pumping)
Seasonal high water table elevation 44. 0 feet
7. DESIGNED BY: II l7�`� APPROVED BY: W Ej,")
U
DATE: `j-x4_9�. DATE: 7- c,Z
(VOTE: SEE ATTACHED WASTE UTILIZATION PLAN

MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
Phone: [phone]
Calculations By: Laurie Benton
Date: 08/18/93
Farm Operator: John Blackmore
County: Duplin
Distance to nearest residence (other than owner): 2000.0 Feet
INPUT DATA:
Sows (farrow to finish) = 0
Sows (farrow to feeder) = 0
Head (finishing only) = 0
Sows (farrow to wean)= 0
Head (wean to feeder)= 2640
Seasonal high water table elevation = 47.9 Feet
Storage Volume for sludge accumulation = 0.0 Cubic Feet
Treatment volume (Min. = 1 CF/Lb) = 1.0 CF/Lb
/inside top length of dike = 150.0 Feet
-Inside top width of dike = 150.0 Feet
Top of Dike Elevation = 52.5 Feet
Bottom of lagoon elevation = 42.4 Feet
Freeboard depth of dike = 1.0 Feet
Side slopes on dike = 3.0 : 1
25 Year — 24 Hour Rainfall = 7.5 Inches
Rainfall in excess of evaporation = 7.0 Inches
Minimum Permanent Storage Depth = 6.6 Feet
CALCULATED DATA:
Minimum treatment volume — livestock = 79,200 Cubic Feet
Vol. of Waste Produced = 19,388 CF
Vol. of Wash Water = 0 CF
Rainfall—Excess Evapor. = 13,125 CF
Rainfall/ 25 Yr Storm = 14,063 CF
Minimum temporary storage volume = 46,576 Cubic Feet
Total minimum required treatment volume = 125,776 Cubic Feet
Total design volume available = 126,193 Cubic Feet
Total temporary volume avaiiable = 46,627 Cubic Feet
Total Volume at start pumping elevation = 11 Z097 CF @ 50.8 Feet
Design Volume less 25 Yr — 24 Hr Rainfall = 112,130 Cubic Feet
Minimum Volume for permanent storage = 79,565 CF @ 49.0 Feet
Permanent storage volume is greater than Mimimum treatment
volume for livestock

MURPHY FARMS, INC. Page 2
Farm Operator: John Blackmore
Date: 08/18/93
VOLUME 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.
0 head (finishing only) X 135 Lbs. = 0 Lbs.
0 sows (farrow to wean) X 433 Lbs. = 0 Lbs.
2640 head (wean to feeder) X 30 Lbs. = 79,200 Lbs.
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 79,200 Lbs.
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Minimum volume = Lbs. SSLW x Treatment Volume (CF/Lb. SSLW)
Minimum volume = 79,200 Cubic Feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Minimum volume = 0.0 Cubic Feet
4. TOTAL DESIGN VOLUME
Inside top length of dike = 150.0 Feet
Inside top width of dike = 150.0 Feet
Top of Dike Elevation = 52.5 Feet
Bottom of lagoon elevation = 42.4 Feet
Freeboard depth of dike = 1.0 Feet
Side slopes on dike = 3.0 : 1
Total design lagoon liquid level elevation = 51.5 Feet
Total design liquid level depth = 9.1 Feet
Determine total design volume using prismoidal formula:
SS / Endi = 3.0 Feet SS/Side1 = 3.0 Feet
SS / End2 = 3.0 Feet SS/ Side 2 = 3.0 Feet
Inside Dike Length @ Design Liquid Level = 144.0 Feet
Inside Dike Width @ Design Liquid Level = 144.0 Feet

MURPHY FARMS, INC. Page 3
Farm Operator: John Blackmore
Date: 08/18/93
VOLUME CALCULATIONS (continued):
Area of Top = Inside dike length(top) * Inside dike width(top)
Area of Top = 144.0 * 144.0
Area of Top = 20,736 Square Feet
Area of Bottom = Inside dike length(bottom) * Inside dike width(bottom)
Area of Bottom = 89.4 * 89.4
Area of Bottom = 7,992 Square Feet
Area of Midsection = Inside dike length(mid) * Inside dike width(mid)
Area of Midsection = 116.7 * 116.7
Area of Midsection = 13,619 Square Feet
Total design volume = [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth
Total design volume = 83,204 1.52
Total design volume = 126,193 Cubic Feet
4A. TOTAL DESIGN VOLUME AT START PUMPING ELEVATION
Area of Top = 19,544 Square Feet
Area of Bottom = 7,992 Square Feet
Area of Midsection = 13,133 Square Feet
@Start Pump Volume = [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth
@Start Pump Volume = 80,069 * 1.40
@Start Pump Volume = 11Z097 Cubic Feet
4B. TOTAL DESIGN VOLUME AT END PUMPING ELEVATION
Area of Top = 16,641 Square Feet
Area of Bottom = 7,992 Square Feet
Area of Midsection = 11,925 Square Feet
@ End Pump Volume = [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth
@ End Pump Volume = 72,332 * 1.10
@ End Pump Volume = 79,565 Cubic Feet

MURPHY FARMS, INC. Page 4
Farm Operator: John Blackmore
Date: 08/18/93
VOLUME CALCULATIONS (continued):
4C. TOTAL DESIGN VOLUME AT PERMANENT STORAGE ELEVATION
Minimum.Permanent Storage Depth = 6.6 Feet
Area of Top = 16,641 Square Feet
Area of Bottom = 7,992 Square Feet
Area of Midsection = 11,925 Square Feet
Permanent Volume = [Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth
Permanent Volume = 72,332 * 1.10
Permanent Volume = 79,565 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 = 150.0 * 150.0
Area of Lagoon = 22,500 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 = 22,500 + 0
Design Drainage Area = 22,500 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 = 79,200 * 0.00136 * 180
Volume of Waste = 19,388 Cubic Feet

MURPHY FARMS, INC. Page 5
Farm Operator: John Blackmore
Date: 08/18/93
TEMPORARY STORAGE VOLUME CALCULATIONS (continued)
5B. Volume of Wash Water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. 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 Fo
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 = 22,500 * 7.0
Vol. of Excess Rainfall = 13,125 Cubic Feet
5D. Volume of 25 Year — 24 Hour Storm
Vol. of Storm Rainfall = Design Area * Rainfall Amount
Vol. of Storm Rainfall = 22,500 * 7.5
Vol. of Storm Rainfall = 14,063 Cubic Feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. Volume of Waste Produced = 19,388 Cubic Feet
5B. Volume of Wash Water = 0 Cubic Feet
5C. Vol. of Rainfall in Excess of Evapor. = 13,125 Cubic Feet
5D. Vol. of Rainfall /25 Yr — 24 Hr Storm = 14,063 Cubic Feet
TOTAL TEMPORARY VOLUME = 46,576 Cubic Feet

MURPHY FARMS, INC. Page 6
Farm Operator: John Blackmore
Date: 08/18/93
6. SUMMARY
Minimum treatment volume — livestock = 79,200 Cubic Feet
Minimum temporary storage volume = 46,576 Cubic Feet
Total minimum required treatment volume = 125,776 Cubic Feet
Total design volume available = 126,193 Cubic Feet
Total temporary volume avaiiable = 46,627 Cubic Feet
Design start pumping elevation = -50.8 Feet
Total Volume at start pumping elevation = 11Z097 Cubic Feet
Design Volume less 25 Yr — 24 Hr Rainfall = 112,130 Cubic Feet
Design end pumping elevation = - 49.0 Feet
Total Volume at end pumping elevation = 79,565 Cubic Feet
Design min. permanent storage elevation = 49.0 Feet
Total Volume at min. storage elevation = 79,565 Cubic Feet
Vol. of Permanent + Temporary Storage = 126,141 Cubic Feet
NOTE: Bottom of Temporary Storage = 49.0 Feet is above
the water table elevation of 47.9 Feet
7. DESIGNED BY: Laurie Benton
DATE: 08/18/93
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: p
„ Q

Opercklor: BLACIOAORE
County=
======�=====4)UPlJN
Date:=== 01/30/96
Dist-to nearest residence (other than owner) 1500 ft.
sows (farrow to finish)-
sows (farrow to feeder): edw):
head (finishing only):=====
sows Marrow to wean):===== ——————>
head (Wean to feeder):===== 2600
Ave. live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu.fL):=> 39000
Treatment Volume (min.) cu. ft/lb.) 1-0
25 Year - 24 Hour Rainfall (in.)===== 7.5
Rainfall in excess of evaporation (in.)=====> 7.0
Drainage area of buildings & lots. (sq.ft.)=>
Volume OT"wash water (gallonat'day)"====
Temporary storage period (dar,)=======------> 180
Freeboard 1.0
v/Side slopes (inside lagoon) 3.0 : 1
insidetop length 210.0
Insidetop width
Top of dikeelovation • 150.0
Bottom of lagoon elevation (ft.): 1,00.2
90.2
Seasonal high water table Glev.(f Q: > 95.3
'1vtal required volurne:===== ======= 174111 cu. ft. "TOTAL VO 0.K.
Ach-jaal deign v(CA.urTe-====== =:======
IPM cu. ft. 108.W/Stop pumping el.(> or = to 95.3 ft.SHW-T)> 96.6
or = to 96.2 ft.Min)
Required minimum treatment volume. 117000 cu.ft- **TRMT- VOL 0 K**
Volute at stop pumping elevation: 119037 cu-ft. 101_74%
tartpumping 98.4
U1 In
%101url LPuf-,-,P' golleiva-uon: 165729 cu. 'It.
v r-10 at s`rL
Actual Volume less 295yr-24hr rain: 16MI cu. ft.
NOTE: Ve*#nt ntckr ternn. age in adequate-
I- - _U_ I- -
Req. volume to be pumped-====-::. 37423 cu. ft- **TEMP. VOL O.K-**
Actual volume to be pumped:==:, 46692 cu.-ft. 124.77%
25 Yr- Storm Storage: Required = 19688 cu. ft. "STORM STOR_ O.K.**
Actual = 22839 cu. ft. 116.01%

`
)perator:JOHN BLACKMORE County: DUPLIN Date: 01/30/96
Pistance to nearest residence (other than owner) : 1500. 0 feet
. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
2600 head (wean to feeder) x 30 lbs. = 78000 lbs
Describe other : : 0
Total Average Live Weight = 78000 lbs
�. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume (CF) /Ib. ALW
Treatment Volume (CF) /lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
�. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 39000. 0 cubic feet
. TOTAL DESIGNED VOLUME
���
- �nside top length (feet) --------------------- 210. 0
,Inside top width (feet) ---------------------- 150. 0
Top of dike elevation (feet) ----------------- 100. 2
Bottom of lagoon elevation (feet) ------------ 90. 2
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3. 0 : 1
Total design volume using prismoidal formula
SS/ENDJ SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3. 0 3. 0 3. 0 3. 0 204. 0 144. 0 9. 0
AREA OF TOP
LENGTH * WIDTH =
204. 0 144. 0 29376 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
150. 0 90. 0 13500 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
177. 0 117. 0 82836 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
29376. 0 82836. 0 13500. 0 1. 5
Total Designed Volume Available = 188568 CU. FT.

`
'
'
�. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
210. 0 150' 0 31500. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 31500. 0 square feet
Design temporary storage period to be 180 days.
A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 78000 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 142480 gals. or 19048. 1 cubic feet
B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7. 48 gallons
per CF
Volume = 0. 0 cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7. 0 inches
Volume = 7. 0 in * DA / 12 inches pet foot
Volume = 18375. 0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 19687. 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19048 cubic feet
5B. 0 cubic feet
5C. 18375 cubic feet
5D. 19688 cubic feet
TOTAL 57111 cubic feet
,. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7. 0 inches
25 year - 24 hour rainfall==================> 7. 5 inches
Freeboard===================================> 1. 0 feet
-~-Side slopes=================================} 3. 0 : 1
~-Inside top length===========================> 210. 0 feet
~-Inside top width============================> 150. 0 feet
Top of dike elevation=======================> 100. 2 feet
Bottom of lagoon elevation==================> 90. 2 feet
Total required volume=======================> 174111 cu. ft. *
Actual design volume========================> 188568 cu. ft. *
Seasonal high watertable elevation (SHWT) ===> 95. 3 feet
~- Stop pumping elev. ==========================> 96. 6 feet *
Must be > or = to the GHWT elev. ==========> 95. 3 feet
Must be > or = to min. req. treatment ei. => 96. 2 feet
Required minimum treatment volume===========> 117000 cu. ft.
Volume at stop pumping elevation============> 119037 cu. ft.
Start pumping elev. =========================> 98. 4 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 168881 cu. ft.
Volume at start pumping elevation===========> 165729 cu. ft.
Required volume to be pumped================> 37423 cu. ft. N.
Actual volume planned to be pumped==========> 46692 cu. ft. *
Min. thickness of soil liner when required==> 1. 5 feet
. DESIGNED

OPERATION & MAINTENANCE 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
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 conditicri of pipes

Lagoon surface—look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment—look for:
1. settlement, cracking, or "jug" holes
2. side slope stability—slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls,•thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert:
Transfer Pumps—check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need 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.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

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 wi11 increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

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

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, 2024, 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 3,2024.
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. Certificate Of Coverage Number: AWS310280
2. Facility Name: Blackmore Nursery#1 &Turkey Hill&Pialett's Playpen
3. Permittee's Name(same as on the Waste Management Plan): John T Blackmore
4. Permittee's Mailing Address: 190 Turkey Hill Ln
City: Warsaw State: NC Zip: 28398-7967
Telephone Number: 910-385-7989Ext. E-mail: warsawfirecar0lrazmail.com
5. Facility's Physical Address: 190 C Turkey Hill Ln
City: Warsaw State: NC Zip: 28398
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): John T.Blackmore Phone No.: 910-385-7989 OIC#: 19624
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-Wean to Feeder 7,800
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
BM Lagoon 7/24/1992 Full,clay 135,117.00 20,400.00 19.50
PP Lagoon 8/18/1993 Full,clay 126,193.00 23,400.00 19.50
TH Lagoon 1/30/1996 Full,clay 188,568.00 30,000.00 19.50
Submit 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), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),sh-ned b� the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name(Print): Job+-� 1Q_c mor t Title: t\�Q_r'
Signature: Date: — R' a4
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636