310045_Application_20240313

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.
I. Certificate Of Coverage Number: AWS310045
2. Facility Name: Family Farms Inc
3. Permittee's Name (same as on the Waste Management Plan): Michael Aldridge
4. Permittee's Mailing Address: 454 N NC 11 Hwy
City: Pink Hill State: NC
Telephone Number: 919-568-6206 Ext. E-mail: mikealdridge0l(Motmail.com
5. Facility's Physical Address: 454 NC 11 Hwv
City: Pink Hill State: NC
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): Q10 ` 210 - l 057
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): James M. Aldridge Phone No.: 910-290-1857
11. Lessee's Name (if there is not a Lessee, write "None"): NONE
12. Indicate animal operation type and number:
Current Penn it: Operations Type Allowable Count
Swine - Feeder to Finish 5,760
Operation Types:
Swine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cow
Pullets
Feeder to Finish
Dry Cow
Turkeys
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
Zip: 28572-7658
Zip: 28572
OIC #: 17153
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digestcrl
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
LEFT
Lagoon
7J1J1993
Full, clay
573,465.00
62,291.00
19.50
RIGHT
Lagoon
7l1(1993
Full, clay
580,188.00
63,598.00
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:
I. 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 MRCS 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 143-215.6B, 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): �� %}� 4PAtktE- Title: 6W1V&t-
J.
oe
Signature: Date: .3f 1•�.�
Name (Print):
Signature:
Name (Print):
Signature:
Title:
Date:
Title:
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

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Family Farms, Inc. (31-45)
.lames Michael Aldridge
454 N NC 11 Hwy
Pink Hill, NC 28572
[phone]
04-01-2020
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-568-2648
Develop Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
AMA44
0 zaa I A a
Signature(owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
TeAnical Specialist Signature Date
-------------------------------------------------------------------
269268 Database Version 4.1 Date Printed: 04-01-2020 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S8
Swine Feeder -Finish Lagoon Sludge waste generated 1,188,000 gals in a 6 year(s) and
3 month(s) period by a 5,760 animal Swine Finishing Lagoon Sludge operation.
Estimated Pounds of Plant Available Nitrogen Generated
Broadcast
12125
Incorporated
14550
Injected
14550
Irrigated
12125
Max. Avail.
PAN (lbs)*
Actual PAN
Applied 0bs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
12,125
13105
-980
1,284,009
-96,009
--------------------------------------------------------------------------------
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
269268 Database Version 4.1 Date Printed: 04-01-2020 Source Page I of I

Narrative
This plan is written to incorporate unapplied irrigation areas. These areas will be applied with Honey
Wagon Tanker owned by facility owner. Owner may applied lagoon liquid, sludge, or surry waste from
his lagoons using the following buffers: Perennial Streams 50ft., Property Lines 50ft., Right of Ways
50ft., Wells 100%, and Homes 200ft. This plan should be attached to the current Nutrient Management
Plan dated 71l17l2007.
269268 Database Version 4.1 Date Printed: 04-01-2020 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
5646
1,2,3
37.24
31.25
NIA
Noboco
Soybeans, Manured, Full Season
45 bu.
5648
1-hw
40.81
20.00
N/A
Autryville
Hybrid Bermudagrass Hay
5.5 Tons
2-hw
6.96
1.20
N/A
Noboco
Hybrid Bermudagrass Hay
6.5 Tons
g
3-hw
11.36
1.00
N/A
Noboco
Hybrid Bermudagrass Hay
6.5 Tons
4-hw
27.60
4.70
N/A
Noboco
Hybrid Betmudagrass Hay
6.5 Tons
PLAN TOTALS: 123.97 58.15
LI '-
Potential Leaching
Technical Guidance
< 2
Low potential to contribute to soluble
None
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<=10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
269268 Database Version 4.1 Date Printed 4/l/2020
PCs Page 1 of 1
NOTE: Symbol * means user entered data.

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Required Specifications For Animal Waste Management
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 that 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 the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
----------------------------------------------------------------------------------
269268 Database Version 4.1 Date Printed: 411t2020 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. 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 canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
------------------------------------------ -- --------------------
269268 Database Version 4.1 Date Printed: 4/1/2020 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). 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 of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
-------------------------------------------------------------------------
269268 Database Version 4.1 Date Printed: 4f 112020 Specification Page 3

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 nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
------------------------------ ---------------------
2b92b8 Database Version 4.1 Date Printed: 4/1/2020 Specification Page 4

C Crop Notes
The following crop note applies to field(s): 2-hw, 3-hw, 4-hw
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 31. Cover sprigs I" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 1001b/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
Ib/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 1-hw
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
(110111, Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
------------------------------------------------------------------g--
269268 Database Version 4.1 Date Printed: 04-01-2020 CropNote Page 1 of 2

The following crop note applies to feld(s): 1,2,3
Soybeans -Full Season, Coastal Plain: Mineral soil, medium leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8"
drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36"
rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and
adequate depth control is essential. Phosphorus and potash recommended by a soil test report can be
broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to
promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor
the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for
profitable soybean production.
----------------------------------------------------------- -- ------
269268 Database Version 4.1 Date Printed: 04-01-2020 Crop Note Page 2 of 2

c
Revised Addendum
To
Nutrient Management Plan
Facility Number:
31- 45
Facility Name:
Family Farms, Inc.
Facility Owner:
Michael Aldrid e
Facility Type:
5,760 Feeder To Finish
Current NMP Date:
7/17/2007
Addendum Date:
41112020
Tract
Field
Soil Type
Use.
Acres
Crop
Applic.
Period
N
Applied
5648
I HW
Autryville
20.00
Bermuda Hay
311— 9130
275 lbs.
5649
2 HW
Noboco
1.20
Bermuda Hay
311— 9130
305 lbs.
5649
3-HW
Noboco
1.00
Bermuda Hay
311— 9130
305 lbs.
5649
4-HW
Noboco
4.10
Bermuda Hay
311— 9130
305 lbs.
All Fields Above
Small Grain
1011— 3131
50 lbs.
5646
11213
Noboco
31.25
Corn
Wheat
So beans
2115 — 6130
911— 4130
411— 9115
108 lbs.
122 lbs.
134 lbs.
Addendum Narrative
This addendum is written to incorporate unapplied irrigation areas. These areas
will be applied with Honey Wagon Tanker owned by facility owner. Owner may
applied lagoon liquid or sludge waste from his lagoons only using the following
buffers; Perennial Streams 50ft., Property Lines 50ft., Right of Ways 50ft, Wells
100ft., and Homes 200ft. This addendum should be attached to the current
Nutrient Management Plan.
Agency:
A riment Services, Inc.
Technical Specialist:
Ronnie G. Kenned , Jr.
Technical Specialist Signature:
Date:
41112020
Michael Aldridge - NMP Addendum 4-1-20

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Rtvised January 22, 199;
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number 11 is- Operation is*flagged for a wettable
Farm Name:__&ffi& F
acre determination due to failure of
On -Site Repre sen ive: &ya Part ff eligibility item(s) F1 F2 F3
Inspector/Reviewer's Name: Anc,,,
Date of site visit: 1,110
I .
Date of most recentINUIP: -jtj�jq-7
I f
Operation not required to secure WA
determination at this time based on
exemption El E2 E3 E4
2.73, zsS_
Ann dal farm PAN deficit: a6Z.:tff= pounds.
Irrigation System(s) - circle #: 1, hard -hose traveler, 2. center -pivot system', 3. linear -move system;
4. stationary sprinkler system w1permanent pipe; 5. stationary sprinkler system w/portable pipe;
6. stationary gun system w/permanent pipe; 7, stationary gun system w/portable pipe
PART 1. WA Determination Exemptions (Eligibility failure, Part 11, overrides Part I exemption.).
El
E2
E3
Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an I or PE.
Adequate D, and DAirrigation operating parameter sheets, including map
depicting wettable acres, is complete and signed by an I or PE.
Adequate D, irrigation operating parameter sheet, including map depicting
wettable acres, is complete and signed by a WUP.
E4 715% rule exemption as verified in Part 111. (NOTE: 75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part 11. Complete eligibility
checklist, Part 11- F1 F2 F3, before completing computational table in Part III).
PART 11. 75% Rule Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination required because operation fails one of the eligibility
requirements listed below:
F1 Lack of acreage which resulted in over application of wastewater (PAN) on spray
field(s) according to farTn's last two years of irrigation records.
F2 Unclear, illegible, or lack of information/map.
F3 Obvious field limitations (numerous'ditches; failure to deduct required
buffer/setback acreage; or 25% of total acreage identified in CAWIVIP includes
small, irregularly shaped fields - fields less than 5 acres for travelers or less than
2 acres for stationary sprinklers).
V' F4 WA determination required because CAWIVIP credits field(s)'s acreage in excess
of 75% of the respective field's total acreage as noted in table in Part 111.

Revisted January 22, 1
W
Facility Number 31 _- LfG7 —
Part Ill. Field by Field Determination of 75% Exemption Rule for WA Determination
TRACT
NUMBER
FIELD
Zi.2
NUMBER''
TYPE OF
IRRIGATION
SYSTEM
TOTAL
ACRES
CAWMP
ACRES
FIELD
%
COMMENTS'
-7.3
1.04
1c)
Ifto
1.96
14 7i,
S7.(
5*411
_77
FIELD NUMBER'
- hvdr2nt. null. zone. or ooint numbers may be used in Place of field numbers
deDendina on CAWMP
and type of irrigation system. if pulls, etc. cross more than one field, inspector/reviewer will have to combine fields to
calculate 75% field by field determination for exemption if possible; otherwise operation will be subject to WA
determination.
FIELD NUMSER2
must be clearly delineated on map.
COMMENTS' - back-up fields with CAWMP acreage exceeding 75% of its total acres and having received less than 50% 1.
of its annual PAN as documented in the farm's previous two years' (1997 & 1998) of irrigation records, cannot serve as the
sole basis for requiring a WA Determination. Back-up fields must be noted in the comment section and must be accessible
by irrigation system.

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Murphy -Brown, LLQ 4 7/17/2007 Hwy 24 West
P.O. Box 656
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
Farm
Michael Aldridge
Family Farms
Tal
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder 0
Feeder to Finish 5760
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
> 180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water 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:
1. 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.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. 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 DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
® methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
0
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3212 gaUyr
gaUyr
Farrow to Feeder
4015 gal/yr
gal/yr
Farrow to Finish
10585 gal/yr
gal/yr
Wean to Feeder
223 gal/yr
gal/yr
5760
Feeder to Finish
986 gaUyr
5,679,360 gal/yr
Total 5,679,360 gal/yr
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
5.4 Ibs/yr
Ibs/yr
Farrow to Feeder
6.5 Ibs/yr
lbs/yr
Farrow to Finish
26 Ibs/yr
Ibs/yr
Wean to Feeder
0.48 Ibs/yr
Ibs/yr
5760
Feeder to Finish
2.3 Ibs/yr
13,248 Ibs/yr
Total 13,248 Ibs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 60.4046
Total N Required list Year: 16204.783
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 16,204.78
Total Nitrogen Produced by Farm: 13,248.00
Nitrogen Balance for Crops: (2,956.78)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 8

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r This plan does not include commercial fertilizer. The farm should produce adequate plant
' available nitrogen basatisfy the requirements ofthe crops listed above.
The applicator iscautioned that Pand Kmay beover applied while meeting the Nrequirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should begrazed when they
reach aheight ofsix tonine inches. Cattle should beremoved when plants are grazed bua
height offour inches. |nfields where small grain, etc, istoberemoved for hay orsilage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April orMay). Shading may result ifsmall grain gets too high and this will deDnatn|yinterfere
with stand ofbenmudagr000. This loss ofstand will result inreduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay orsilage just before heading aaio
the normal situation, you are encouraged Vocut the small grain earlier. You may want hm
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time hminterplant small grain, etc, islate September orearly October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut toaheight of
about two inches before drilling for best results.
Crop Code
Crop
LbsNutilized / unit yield
�
A
Barley
1.GlboN/bushel
B
HybhdBarmudograan-Gnazad
5Q|boN/ton
C
HybhdBmnnudagraso-Hay
5O|boN/ton
D
Com-Gna|n
1.25|baN/bushel
E
Corn -Silage
12|boN/ton
F
Cotton
O.12|bnN/|bulint
G
Fescue- Grazed
5U|boN/ton
H
Fescue- Hay
5O|boN/ton
|
Oats
1.3|beN/bushel
J
Rya
2.4|boN/bushel
K
Small Grain -Grazed
5O|boN/acre
L
Gma||Grain-Hay
5D|baN/acre
yN
Grain Sorghum
2.5|buN/cwt
N
Wheat
2.4|boN/bushel
O
Soybean
48|boN/bushel
P
Pine Trees
40|buN/acre /yr
Acres shown in the preceding table are considered toimthe usable acres excluding
required buffers, filter strips along ditches, odd areas unable to beirrigated, and perimeter areas
not receiving full application rates due boequipment limitations. Actual total acres inthe fields
listed may, and most likely will be, more than the acres shown inthe tables.
See attached map showing the fields tobe used for the utilization of animal waste.

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/ r/animal Farm Total/ r
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
0 Wean to Feeder 0.072 0
0 Feeder to Finish 0.36 0
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 0 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 0 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 0 acreas of land. if you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 0 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
"This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
ro determining the amount of waste per acre and the proper application prior to applying the waste.
5of8

Application Rate Guide
I r- The following is provided as a guide for establishing application rates and amounts.
N
N
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
in/hr
inches
5649
1A
NoB
C
0.5
1
5649
1 B
NoB
C
0.5
1
5649
2A
NoB
C
0.5
1
5649
2B
NoA
C
0.5
1
5649
3
NoA
C
0.5
1
5649
4A
NoA
C
0.5
1
5649
4B
NoA
C
0.5
1
5649
4C
NoA
C
0.5
1
5649
4D
NoA
C
0.5
1
5649
5
NoA
C
0.5
1
5649
6
NoA
C
0.5
1
5649
7
AuB
C
0.6
1
5649
8
LnA
C
0.5
1
5649
9A
AuB
C
0.6
1
5649
9B
AuB
C
0.6
1
5649
1 OA
AuB
C
0.6
1
5649
10B
AuB
C
0.6
1
NOW.

r- Additional Comments:
w
All land must be cut for hay.
Overseeding of small grain is optional for this plan.
Acres shown for pulls 1-6 are based on wetted acreage plan done by
Duplin SWCD. Soil types and yields are based on plan done by Duplin
SWCD for these same pulls.
7 of 8

Id
Name of Farm: Family Farms
Owner: Michael
Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established inthe approved animal waste nutrient management
plan for the farm named above. kweknow that any expansion tothe existing design capocdy
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and anew certification tobe submitted boDVVObefore the new
animals are stocked.
kweunderstand that | must own urhave access boequipment, primarily irrigation equipment,
bmland apply the animal waste described inthis nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
inthe event ofa 25year 24hour storm. | also certify that the waste will be applied nnthe land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will beavailable for review bvNC0VVQupon request.
Name of Facility Owner:
Michael Aldridge
Name of Manager (if different from owner):
Name mfTechnicalSpecialist: Kraig Westerbeek
Affiliation: Murphy -Brown, LLC.

REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
oonvayanoeo, direct opoicaUon, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation inthe design folder that the producer either owns ovhas an
agreement for use of adequate land onwhich to properly apply the waste. If the producer
does not own adequate hand to properly dispose of the wmate, he/she shall provide
evidence of an agreement with a landowner, who is within o reasonable pnoximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner ufthe waste production facility tosecure anupdate cdthe Nutrient Utilization Plan
when there is a change in the operation, increase in the number ofanimals, method of
application, neoievingcrop type, oravailable land.
3 Animal waste shall beapplied bomeet, but not exceed, the nitrogen needs for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict the rate of applications for
V�h�rDubimntS
.
4 Animal waste shall beapplied 0aland eroding less than 5tons per acre per year. VVaohe
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field (See
USDA, @RCSField Office Technical Guide Standard 393-Filter Sbipu).
Odors can be reduced by injecting the waste mdisking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
When animal waste is to be eooUed on acres subject to flooding, vvoete will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding /8ae "Weather and C|irneto in North Carolina" for
guidance).
Liquid waste shall Leapplied at rates not toexceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order to control odor and flies.
O Animal waste shall not boapplied tosaturated soils, during rainfall events, orwhen the
surface is frozen.

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
g Animal waste shall beapplied on actively growing crops insuch mmanner that the crop is
not covered with waste to a depth that would inhibit growth. The potentialfor salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not beapplied infall orwinter for spring crops unsoils
with a high potential for leaching. Waste/nutrient loading nsbem on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
VVaobe 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 :
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component ofaswine farm shall beadleast 5Ufeet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited on or after October 1,
1S05.shall not beapplied closer than 25feet toperennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 20feet of dwellings other than those owned
bythe landowner.
14 Waste shall be applied inamanner not �reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, or wetlands by
discharge or by . Animal waste may boapplied hrprior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist". Animal vvasb* ehoU not be applied on grassed waterways that discharge
dinanUv into water couneea, and on other grassed vvatenwayo, waste ahmU be applied at
agronomic rates inamanner that causes norunoff ordrift from the site.
16 Domestic and industrial waste from waandownfacilities, showers, toilets, sinks, etc.shall
not bodischarged into the animal waste management system.
M

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms. pipe runa, etc.). Areas ohoU be fenced, as neoemmary, to
protect the vegetation. Vegetation such as tnees, ohrubo, and other woody species, etc.,
are limited boareas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, ordischarge.
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 VVmotm handling structures, piping, pumps, reels, eto, should be inspected on a regular
basis toprevent breakdowns, leaks and spills. Aregular maintenance checklist should be
kept on site.
20 Animal waste can be used inarotation that includes vegetables and other crops for direct
\ human consumption. However, if animal vvmute is used on crops for direct human
connumoUon, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping mdunle\ of all waste tnamtma,d lagoons. Pumping ohoU 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 60days of utilization and soil shall be tested at least annually
adcrop sites where waste products are applied. Nitrogen oheU bathe rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records mhoU be maintained fore minimum of three years.
VVaabe application records for all other waste shall be maintained for o minimum of five
years.
23 Dead animals will be disposed of in o manner that meets North Carolina regulations.

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TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler (gpm)
205
Operating Pressure at Pump (psi)
109.7
Design Precipitation Rate (in/hr)
0.40
Hose Length (feet)
984
xxxxxxxx
Type of Speed Compensation
Mechanical
xxxxxxxx
Pump Type (PTO, Engine, Electric)
Engine
Pump Power Requirement (hp)
23.8
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.)
90 degree bend
4.94
Dead End
3.5
Tee
2.45
Gate Valve
3.5
45 degree bend
2.66
Page 1

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CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 15O
Nozzle Size:
1 inches
Sprinkler Pressure:
50 psi
Flowrate(GPM):
2O5gpm
Wetted Diameter:
279 feet
Lane Spacings
Desired Spacing
7096
Design (feet):
195.3*PVC irrigation pipe normally comes in2O pieces,
so round to the nearest multiple of20.
Actual (feet):
200feot
Actual
72%
Application Rate
Application Rate = 141 \
Design App. Rate =
0.40in/hr
3U0degree arc =
0.48in/hr
220degree arc =
0.65in/hr
` 18Udegree arc =
0.80in/hr
Traveller Speed
Travel speed =1.6O5 xFlowrate/Desired application amount xLane Spacing
Desired app. (in]=
0.5inohea
3OOdegree arc =
3.29ft/nin
22Odegree arc =
3.95ft/nln
1ROdegree arc =
0.58 ft/min
Mainline Velocity
Velocity =.4O8xF|mwrate/pipe diameter squared 0aot/omn.°°
"For buried pipelines, velocity should bebelow 5feet per second
Pipe size:
0inohen
Vm|ocih/=
2.32 fKaen.

4
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r111 Maximum Mainline Friction Loss
Most distant hydrant: 10
Total distance: 3850 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.30 feet/1 00 feet
Max. Mainline Loss = 11.6 feet or 5.0 psi
Total Dvnamic Head
Sprinkler Pressure:
50 psi
Loss through traveller:
45 psi
Elevation head:
2.2 psi
Mainline loss:
5.0 psi
Suction head and lift:
2.2 psi
5% fitting loss:
5.2 psi
TOTAL(TDH) =
109.7 psi or 253.3 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Berkeley B3J
Pump Efficiency: 55%
Horsepower Required: 23.8 Hp
Thrust Blocking
Thrust Block Area = Thrust I Soil Bearing Strength
Thrust:
4200 feet
Soil Bearing Strength:
1200 feet
End Cap:
3.5 ft2
90 degree elbow:
4.9 ft2
Tee:
2.5 ft2
45 degree elbow:
2.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 109.7 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet?
NPSHA: 21.5
USUNSTMIRMITOYOTIM
If NPSHA>NPSHR OK
w
Page 3

(10,11-1 Acreage calculations
Pull No.
Width
Length Start
stop
Total Acres
7 207
635
0.25
0.36
3.63
8 208
572
0.42
0.35
3.50
9A
200
814
0.41
0
4.15
9B
175
859
0.3
0
375
1 OA
208
671
0.42
0
3.62
10B
208
810
0.42
0
4.29
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MIKE ADRIDGE - 4 (720) FINISHING HOUSES
SITE ONE - NC HWY. 11 - DUPLIN COUNTY
DMCTIONS: FROM KENANSVILLE TAKE HIGHWAY 11 TOWARDS PINK
HILL, APPROX. I MILE ON THE RIGHT PAST HWY. 111.
SCS DOES NOT CERTIFY THAT
-EXCAVATION AND FILL VOLUMES
MAILING ADDRESS: MR. MIKE ADRIDGE ARE CORRECT
RT. 2 BOX 23
PINK HILL, NC 28572
PHONE # [phone]
WORK [phone]
BROWN'S OF CAROLINA, INC.
303 EAST COLLEGE STREET - P.O. WX 487 - WARSAW. N.C. 28398-0487 - OFFICE: [phone] - FAX: (M) 293-4726

i4 yr
Operator:M. Aldridge #1 County: Duplin Date: 06/09/93
Distance to nearest residence (other than owner): 1500.0 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
2880
head
(finishing only)
x
135
lbs.
_ .388800
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) = 388800 lbs
r MINIMUM REQUIRED• OF ••
Volume = 388800 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 388800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGN VOLUME
Inside top length 266.0 fee' ; Inside top width 250.0 feet
Top of dike at elevation 46.5 feet
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 45.5 feet
Bottom of lagoon elevation 33.6 feet
Seasonal high water table elevation 40.0 feet
Total design volume using prismoidal formula
SS/ENDI S-S/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 260.0 244.0 12.50
AREA OF TOP
LENGTH * WIDTH =
260.0 244.0
63440 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
185.0 169.0 31265 (AREA OF BOTTOM)
AREA OF MIDSECTION
low LENGTH * WIDTH * 4
222.5 206.5 183785 (AREA OF MIDSECTION * 4)
CU. FT. _ (AREA. TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
63440.0 183785.0 31265.0 2.1

VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 580188 CU. FT.
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
266.0 250.0 66500.0 square feet
67)�300
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 66500.0 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 = 388800 Lbs. SSLW * CF of Waste/Lb./Day 180 days
Volume = 95178 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 = 38791.7 cubic feet

W
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 41562.5 cubic feet
5A. 95178 cubic feet
5B. 0 cubic feet
5C. 38792 cubic feet
5D. 41563 cubic feet
TOTAL 175532 cubic -feet
6. SUMMARY
Total required volume 564332 cubic feet
Total design volume avail. 580188 cubic feet 5":?l -&6S
Min. req. treatment volume plus sludge accumulation 388800 cubic fe
At elev. 42.2 feet ; Volume is 386870 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 538625 cubic feet
At elev. 44.8 feet ; Volume is 536516 cubic feet (start pumping)
Seasonal high water table elevation 40.0 feet
7. DESIGNED BY: tD / /,"<, APPROVED BY:
DATE: 0-3 DATE: 71
SCS DOES NOT CERTIFY THAT
EXCAVATION AND FILL VOLUMES
ARE CORRECT
NOTE: SEE ATTACHED WASTE UTILIZATION

COMMENTS:
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W
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must always be
available. A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet).
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling..
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 44.8 as marked by permanent marker. Stop pump -out when

the fluid level reaches elevation 42.2 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria). The design temporary storage, less 25 year storm
is 133970 cubic feet or 1002095 gallons. As stated before, this
volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
V001 not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well.
i
9. The Clean Water Act of 1977 pr6hibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility.for enforcing this law.
W

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
-------------- --- ------------ -- ----- --------- -------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material. Lagoon site (and pad site if needed) to be
stripped of topsoil (311) and stockpiled for use on dike and pad
slopes (2-311). The topsoiling quantity is in excess of amounts
specified on page one (1).
Cut-off Trench:
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
-------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 611 lifts and not placed in standing water. Compaction shall be
performed by the *construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with a SCS approved material (ie-CL, SC, CH) . Refer to the soil
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
-----------
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction according to seeding specifications sheet.

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

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1--j 1AJI ivU i ;Lk i I I
F,
El"C"AVATIOhl AND FILL VOLUMES
ARE CORRECT
MIKE ALDRIDGE - 4 (720) FINISHING HOUSES
DIRECTIONS: FROM KENANSVILLE TAKE HIGHWAY 11 TOWARDS PINK
HILL, APPROX. 1 MILE ON THE RIGHT PAST HWY. 111.
MAILING ADDRESS:
MR. MIKE ALDRIDGE
RT. 2 BOX 23
PINK HILL, NC 28572
PHONE # [phone]
WORK # [phone]
SHIPPING ADDRESS:
MR. MIKE ALDRIDGE
NC HWY 11
PINK HILL, NC 28572
BROWN'S OF CAROLINA, INC.
303 EAST' COLLEUE-STREET - P.O. 13OX 487 - WARSAW. N.C. 28398-0487 * OFFICE: [phone] - PAX: [phone]
1

Operator:M. Aldridge #2 County:* Duplin Date: 06/15/93
Distance to nearest residence (other than owner): 1500.0 feet
1. STEADY STATE LIVE WEIGHT
3.
0
sows
(farrow to finish)
x
1417
lbs.
= 0
lbs
0
sows
(farrow to feeder)
x
522
lbs.
= 0
lbs
2880
head
(finishing only)
x
135
lbs.
= 388800
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) = 388800 lbs
Volume = 388800 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 388800 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
- � (" .9- J,
4r TOTAL DESIGN VOLUME
Inside top length 330.0 fee ; Inside top width 198.0 feet
Top of dike at elevation 146.5 feet
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 45.5 feet
Bottom of lagoon elevation 32.5 feet
Seasonal high water table elevation 37.0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 324.0 192.0 13.00
AREA OF TOP
LENGTH * WIDTH
324.0 192.0
AREA OF BOTTOM
LENGTH * WIDTH
246.0 '114.0
28044 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
285.0 153.0 174420 (AREA OF MIDSECTION * 4)
CU. FT. [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) DEPTH/6
62208.0 174420.0 28044.0 2.2

VOLLNE OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 573456 CU. FT.
M
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
330.0 198.0 45SAZ,-0 square feet
6g3;'Ct
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 65340.0 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 = 388800 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 95178 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 *
Volume = 0.0 cubic feet
180 days storagej7.48 gallons
- per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 38115.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 40837.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
95178
cubic
feet
5B.
0
cubic
feet
5C.
38115
cubic
feet
5D.
40838
cubic
feet
TOTAL 174131 cubic feet
6. SUMMARY
566 7z-s
Total required volume --§�6-�-cubic feet
Total design volume avail. 573456 cubic feet
Min. req. treatment volume plus sludge accumulation 388800 cubic fe
At elev. 40.3 feet ; Volume is 290145 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 532619 cubic feet
At elev. 44.7 feet ; Volume is 524674 cubic feet (start pumping)
Seasonal gh water table elevation 37.0 feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE: 0-
scs rncrt-- runT ri=PTTFY THAT
EXCAVATION AND FILL VOLUMES
ARE CORRECT
NOTE: SEE ATTACHED WASTE UTILIZATI

WGION

W
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must always be
available. A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe (s) from
building(s). If the outlet pipe is not installed on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet).
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin pump -out of the lagoon when fluid level ruches eleva-
tion 44.7 as marked by permanent marker. Stop pump -out when

the fluid level reaches elevation 40.3 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria). The design temporary storage, less 25 year storm
is 133293 cubic feet or 997033 gallons. As stated before, this
volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well.
1
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
N

711 SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material. Lagoon site (and pad site if needed)to be
stripped of topsoil (3") and stockpiled for use on dike and pad
slopes (2-311). The tOPsoiling quantity is in excess of amounts
specified on page one (1).
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
-------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the scs. Earthfill shall be placed in
max. of 6" lifts and not placed in standing water. Compaction shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction Of fill heights shall
include ten (jo) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (i) foot below grade and backfilled and
compacted with a SCS approved material (ie-CL,SC,CH). Refer to the soil
investigation information in the Plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
----------
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
r'"-Ionstruction according to seeding specifications sheet.

SEEDING RECOMMENDATIONS
AREA TO ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS @ 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
300 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
40 LBS. HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LBS. RYE GRAIN @ 30 LBS./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
5000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
10 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
500 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
G

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2 0-10:1

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as gqUipnlODt gets older and components wear. In particular, pump wear
tends 1oreduce operating pressure and flow. With continued use, nozzle wear results iD
an increase in the nozzle opening which will inonmmme the discharge naba while
decreasing the wetted diameter.
You should bmaware that operating the system differently than assumed in the design
will alter the application rate, diameter of coveo3ge, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
dFup|etW, greater potential for drift' and aCce|enBKBG wear of the sprinkler nozzle.
Clogging ofnozzles can result inpressure increase. Plugged intakes orcrystallization of
mainlines will reduce operating pressure. Operating below design pressure gnaadv
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment onoregular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow mt several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate' Rain gauges work best because they already have a
graduated sno|a from which to read the application amount without having to perform
additional calculations. Hovvever, panm, plastic buckets, 'ars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred tomscaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along u 1ranneot perpendicular to the direction of pull. Set out
collection containers 25feet apart along the transe:tonboth sides ofthe gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations ofAnimal Waste Management Systems Manual

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 condition of pipes
t

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.

Management:
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
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 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.
lc

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.

Farm Emergency Action Plan
August, 2017
In the event of a waste leak or spill follow all necessary steps to stop the discharge. Consult the following
list as a guide for actions to take for various types of leaks.
Lagoon Overflow
Stop all additional flow into the lagoon
Pump waste to application field at acceptable rates
Bring in additional pumps and irrigation equipment if necessary
Make sure no surface water is entering the lagoon
Dig hole or ditch to hold spilled waste and pump back into lagoon
Runoff From Waste Application Field
Stop application
Create a berm or diversion to keep waste on the field
Incorporate waste to reduce further runoff
Leak From Waste Distribution System
Stop pump
Close valves to eliminate further discharge
Separate piping to create an air gap to stop flow
Leak From Flush System
Stop recycle pump
Close valves
Separate piping to create an air gap to stop flow
Dig hole or ditch to hold spilled waste and pump back into lagoon
Leak From Base of Sidewall of Lagoon
Find holes and stop leaks with compacted clay soil
Call a Technical Specialists for advice on making repairs
Dig hole or ditch to hold spilled waste and pump back into lagoon
In any case, assess the extent of the leak and make written notes and take pictures of any obvious damage
such as:
Did waste reach surface waters?
Approximately how much waste was discharged?
Note any damage or injury to employees, fish or property
Contact the appropriate agencies
NC Division of Water Quality
910-395-3900 Wilmington Regional Office
919-733-3942 After hours
910-296-2160 Duplin County Emergency Management

When calling give the following information:
Facility Name: Family Farms, Inc.
454 N NC 11 Hwy. Pink Hill
Approximately 2 miles north of B. F. Grady School on right side of NC 11
Facility Phone: [phone]
Mike Aldridge: 910-290-1857
Wesley Aldridge: 252-2864359
File: TraveldrivelFarm Emergency Action Plan

"
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids ( ) Flush system is designed and operated
0"A
sufficiently to remove accumulated
soilds from gutters as designed.
( ) Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (#}'Maintain lagoons, settling basins and R 7,1S
pits where pest breeding is apparent to�pF Gc9
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 ( aintain 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 ( esign, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
( lean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues educe 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.
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).
r1MIC—November 11, 1996

*I.
Ury Manure Handling Accumulations of animal wastes ( I Remove spillage on a routine basis (e.g. 7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
( I Provide for adequate drainage around manure stockpiled.
() Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked (/Pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
1 certify the aforementioned insect control Best Management Practices have been reviewed with me.
v
l // A IT /
dd.
i
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
.:,MIC—November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause
BMP's to Minimize Odor
Site Specific Practices
Farmstead
Swine production
(4OTegetative or wooded buffers;
() Recommended best management
practices;
{ I Good judgment and common sense
Animal body surfaces
Dirty manure -covered animals
Dry floors
Floor surfaces
Wet manure -covered floors.
tAKSlotted floors;
�--
TL ODDS GL U
N'rWaterers located over slotted floors;
( ) Feeders at high end of solid floors;
Scrape manure buildup from floors;
(} Underfloor ventilation for drying
Manure collection pits
Urine
W'Frequent manure removal by flush,pit
f���Jc
recharge,or scrape�et!
Parital micorbial decomposition
i I Underfloor ventilation
Ventilation exhaust fens
Volatile gases;
(Pan maintenance;
Dust
(Ortfficient air movement
Indoor surfaces
Dust
ashdown between groups of animals
{ ) Feed additives;
( ) Feeder covers,
I I Feed delivery downspout extenders to
feeder covers
ish tanks
Agitation of recycled lagoon
I I Flush tank covers
IIJA
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
I) Box covers
or junction boxes
conveyance
End of drainpipes at lagoon
Agitation during wastewater
{ } Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
roper lagoon liquid capacity
Biological mixing
(4-eorrect lagoon startup procedures
Agitation
{ ) Minimum surface area -to -volume ratio
(a,ffinimum agitation when pumping
I I Mechanical aeration
I ) Proven biological additives
Irrigation sprinkler nozzles
High pressure agitation
141rrigate on dry days with little or no wind
Wind draft
KMinimum recommended operation pressure
(y'Pump intake near lagoon liquid surface
{) Pump from second -stage lagoon
,%MOC--November 11, 1996

I
.-rage tank or basin Partial microbial decomposition { I Bottom or midlevel loading
surface Mixing while filling ( ) Tank covers NI
Agitation when emptying ( I Basin surface mats of solids
t I Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition ( ) Extend drainpipe outlets underneath liquid
Mixing while filling
Agitation when emptying
level AM --
{) 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 N
( I Proven biological additives or oxidants
Uncovered manure, slurry
Volatile gas emissions while drying
( ) Soil infection of slurry/sludges
or sludge on field surfaces
{ ) Soil incorporation within 48 hours
{ ) Spread in thin uniform layers for rapid drying
( ) Proven biological additives or oxidants
Dead animals Carcass decomposition (APFroper disposition of carcasses
Dead animal disposal Carcass decomposition ( I Complete covering of carcasses in burial pits
pits ( ) Proper location/construction of disposal pits XIA-
Incinerators Incomplete combustion ( I Secondary stack burners Nj4--
Standing water around Improper drainage i I Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
nure tracked onto public Poorly maintained access roads kj%eFarm access road maintenance
ids 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 {4 pertain to this Operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
1 certify the aforementioned odor control Best Managment Practices have been reviewed with me.
24 A14
(Landowner Sign ure)
AMOC—November 11, 1996

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Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selerxingr 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.
ElLandfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
QQ Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
D ❑ A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
o 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).
Q ❑ Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
❑ Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S.106-399.4.
::;A� A*
Signature of Farm erjManager
Signature of Technical Specialist
3-19--iq
Date
l 9 - rq
Date

DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
STATE GENERAL PERMITS
The State of North Carolina has issued State General Permits for animal facilities to operate in North Carolina. These
Permits meet both State and EPA requirements and provide coverage for the following types of facilities.
• AWG100000 - Swine Facilities
• AWG200000 - Cattle Facilities
• AWG300000 - Poultry Facilities with a liquid 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 11.24 of each of these Permits reads as follows:
The Permittee shall:
a. install, operate, and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation
activities during precipitation; or
b. commit to provide for the presence of the OIC, a designated backup OIC, or a person under the supervision of an
OIC or designated backup OIC at all times during the land application of waste so that in case of a precipitation
event, the irrigation activities will be stopped immediately. This commitment must be submitted in writing to the
Division on a form supplied by, or approved by, the Division. [G. S § 90A-47]
histallation of devices or submission of alternate documentation shall be completed within 12 months of the
issuance of the COC for this General Permit. The Permittee shall maintain such devices according to the
manufacturer's instructions and warranties. This Condition does not apply to manure spreaders or other equipment
pulled by manned vehicles. [15A NCAC 02T .0108(b)]
Please check the boa below that indicates your commitment to do one of the following.
Within twelve (12) months 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.
Y"' I will commit to provide for the presence of the Operator in Charge (01C), the designated backup OIC, or a person
under the supervision of an OIC or 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"
Owner&ermittee Name and Title (type or print)
Signature of Owner/Permittee
31-45
Permit Number
/-Z)5-2j9
Date
Signature of Operator in Charge (if different from Permittee) Date
DTASI E 1-21-2020