310547_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 1-0547 Certificate Of Coverage Number: AWS310547
2. Facility Name: Papa T Farm
3. Landowner's Name(same as on the Waste Management Plan): Randy W Kennedy
4. Landowner's Mailing Address: -7*0 -q4.Aa4-*t 9A•
City: Pink Hill State: NC Zip: 28572
Telephone Number: 910-298-3789 Ext. E-mail:
5. Facility's Physical Address: -R38-Kemed m 7.Z 5 C'"I 6% C f.
City: Pink Hill State: NC Zip: 28572
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Randy W.Kennedy Phone No.: 910-340-3789 OIC#: 17237
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 1,196
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
LAGOONRI /O 4„S 4. 279 73 5 6- 6- 19.50
�rxe-
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.]OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required 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,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 2019PermitRenewal®ncdenr.gov

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 $10,006 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: Title: w Kw
Signature:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

Version—November 26,2018
• Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
El 11 Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
❑ a A composting system approved and permitted by-the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
❑ ❑ In the case of dead poultry only,placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
❑ Any method which, in the professional opinioniof 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-1,
Signat f Farm Owner/M ager Date
Signature of Technical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
09-15-2016
This plan has been prepared for: This plan has been developed by:
Papa T Farm (31-547) Ronnie G. Kennedy Jr.
Randy W. &Brenda P. Kennedy Agriment Services, Inc.
740 Sand Ridge Road PO Box 1096
Pink Hill, NC 28572 Beulaville, NC 28518
[phone] 252-
D eloper 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.
Sig re( er) Da e
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.
l
Plan Approved By: Z "Z,
;�Inical Specialist Signature Dale
- - -
527749 Database Version 4.1 Date Printed: 09-15-2016 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 1,108,692 gals/year by a 1,196
animal Swine Finishing Lagoon Liquid operation.This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 1998
Incorporated 2398
Injected 2398
Irrigated 1998
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 1,998 2984 -986 1,191,732 -83,040
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.
527749 Database Version 4.1 Date Printed: 09-15-2016 Source Page 1 of 1

Narrative
This plan is based on the previous created by Kevin Weston. Historic Rates and applications windows
can apply by technical rule. This plan was created to separate this farm from the Jaron Kennedy farm.
l-
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527749 Database Version 4.1 Date Printed: 09-15-2016 Narrative Page I of I

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 avai lab le.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
6194 1 4.96 4.59 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6194 2 4.59 4.59 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 To
PLAN TOTALS: 9.55 9.18
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).
527749 Database Version 4.1 Date Printed 9/15/2016
PCS Page 1 of 1
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fen. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
6194 l S7 Autryville 4.96 4.59 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 91.67 0.00
6194 1 S7 Autryville 4.96 4.59 Hybrid Benmudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 109.85 0.00 504.19 0.00
6194 2 S7 Autryvillc 4.59 4.59 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 1 50 19.97 0.00 91.67 0.00
6194 2 S7 Autryville 4.59 4.59 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 to 0 Irrig. 275 109.85 0.00 504.19 0.00
Total Applied, 1000 gallons 1,191.73
Total Produced, 1000 gallons 1,108.69
Balance, 1000 gallons -83.04
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
527749 Database Version 4.1 Date Printed:9/15/2016 WUT Page 1 of 1

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
6194 1 Autryville 0.60 1.0
6194 2 Autryville 0.60 1.0
527749 Database Version 4.1 Date Printed 9/15/2016 IAF Page 1 of 1
NOTE: Symbol*means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge- Standard
Corn 120 bu 150 14.69 13.43 26.87 40.30
Hay 6 ton R.Y.E. 300 29.38 6.72 13.43 20.15
Soybean 40 bu 1 160 15.67 12.60 25.19 37.79
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527749 Database Version 4.1 Date Printed: 09-15-2016 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available ste Storne Canacity—
Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Da s)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 64
1 2 48
1 3 62
1 4 65
1 5 100
1 6 136
1 7 171
1 g 173
1 9 176
1 10 157
1 11 139
1 12 114
*Available Storage Capacity is calculated as of the end of each month.
527749 Database Version 4.1 Date Printed: 09-15-2016 Capacity Page 1 of 1

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 acires 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).
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527749 Database Version 4.1 Date Printed:9/15/2016 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
po ndi ng 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 fa11 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.
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527749 Database Version 4.1 Date Printed:9/15/2016 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 specialistr . Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
ap plied at agro nom is rates in a m ann er tha t caus es no ru noff o r d rift
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.
production at the facility is to be
18. If animal produ y 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.
527749 Database Version 4.1 Date Printed:9/15/2016 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.
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527749 Database Version 4.1 Date Printed:9/15/2016 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1,2
Bermudagrass Coastal Plain,Mineral Soil,Moderately Well Drained.
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.
The following crop note applies to field(s): 1,2
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30;and rye from
October 15-November 20. For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. 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. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
rw --------------- ------ --- -------- - - -------- ------------ -------------------------------
527749 Database Version 4.1 Date Printed: 09-15-2016 Crop Note Page 1 of 1

Co rre r-4 e 71
EXHffDPT D-1
\v �
IRRIGATION SYSTEM DE SIGN PARAMETERS
Landowner/Operator Name: �oNAI-0 TH rtnlc,r— I-.4/z,.. z
County: 7N,mac���
Address: 715 GA,B.,. 5 rgr.,rr
N« ,^/c. ZJS7L Date: /i Z�� SX
Telephone: 19��) zs�• ySPS
TABLE 1 - Field Specifications
Approximate
Maxlruuni Maxlmnn�
IVtaxlanlnl Application
Useable Size pp
Field I of Fleld2
Application per Irrigation
Number (acres) Soil Type �
-r&l 9y 1 Z S YP (/�Slope Rate3 Cycle3
) Crop(s) (in/hr) Inches
( ) Comments
'rfol90
A +3 L o- 2 E1CMUDA r S.AaI.t CA4$is
�
Ln T 573y D•Z ,/C,QMM04 Ge._r,
1 3
.It
lScc attacllcd map.
2'1'0t111 f icld acreage minus required bulrer arms.
3Rcfer to N.C. irrigation Guide,Field Office Technical Guide,Section 11 G. Annual appllcafloll 11111sl Ilot exceed file l:�rononlic rates far b the soil and crop used.
a NRCS,NC
JUt 1996 -

P.XI-0I3rF D-2
TABLE 2 - Traveling YrrigntiOtj G1111 SellilIgs
t
Make, Made! and Type of l?,quipmelll;
x yaw No3,� /!/
✓.7 7;r,.+G 1-1.NN I/EC�E y���o w t�E�leez E
Field NotTravel EQUIPMENT SL"WINOS
Al)plicalion !'RAVEL LANE Welled
and Slsccd Rate Nozzle Operating Operating
CQeclivc Elrecliva g
trj.
rent Nod (lVmlht) (i,dlir Diameter I)ianutcr PressureI'ressure11 /.9L ) Width(II) Len Ill(tl) (feet) (i,tclics Arc
y Z/C. ) CJ�"�(L) t heel(psi)
/ --Z Z.D , ODD Z 90 ,9 7 70 -- ._ Cuutntenls
$ .3 y Zoo 91' "
/- /ovo z So 9
t 9v .`l 7 t
/ _ y a ,jy
2 0 2oc� 300
1-SA' Al.is 70 8
/Oo SZo Z 90 ,9 7 30o t/.09 AL
Tvr9°I-IPA 1, Z Z/t, /28y 29D ,9% 7J _ �3y710,
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-------------
----------------
I Scc nitacltcd tnor. .
2Show sennrate entries far Inch hydrant loctilion in caclt field.
Use lltc following t<bUrcvitttiotts for various arc allcrns;
May also Ilse degrees of arc. P I (fill!clrcle),1'Q(!!tree gttarlers),.I.I,(l%vo thirds). !1(ltnlf circle),'1-(one third),(1(rnts ttnrler).
n ^Sj NC

EXl-[Mrr D.3
TABLE 3 - Solid Set Irrigation Gill, Settings
Make, Model And Type of Equipment:
Field Nol Wcttcd OPERATING PARAMETERS
and Number
Hydrant Spacing(ft) Application Nozzle: Operating Operating
[.Inc Not II drains s Diameter Along Between Rate Diameter Pressure
(feet Pipeline Pt clines In/l�r) (inches 'rime
Cun(�sl a II Brant hr Comments
'Sec attached neap.
2Show scparale entries for each pipeline with hydrants in each field.
NRCS, NC
ME 1996

EXl-Mrr DA
TABLE 4 - Irrigation System Specirtc:itions
Traveling Solid Set
Flow Rate of Sprinkler(gpm) Irr( atlon Gun Irrigation
perating Pressure at Pump(psi) /ss
(o
Design Precipitation Rate(in/fir) /Z
[lose Length(fee() XXXXXXXX
/Odo
Type of Speed Compensation XXXXXXXX
iELNANIG,6L
Pump Type(PTO, Engine, Electric)
/_NGNr
Pump Power Requirement(lip)
1
TABLE 5 - Thrust Blacic Specific;ttiorts'
Designer may rovide thrust block cictsiils on separate sheet.
THRUST BLOCK
LOCATION AREA
190o Bend Y 2
Dead End 3
.rec 3.03
NS�QE..o z,i z
Z 3v
See USDA-MRCS Field Office Technical Guide,Section IV,pritclice Code 430-DD.
MRCS,NC .
1996

f
i
EXI IIDIT D-S
: IRRIGATION SYSTEM DESIGNER � .��"•.��`:F;`
Name: MoCA04 vfN Wif
Company:
Address: PO. 719 -
Phone: /fro)ZP9-G�l.79 Sr 4-re.-re. /z IFS l G<`1 1
IN KO
REQUIRED DOCUMENTATION
31ue following details of design and materials must accompany all irrigation designs:
I- A scale drawing of the proposed irrigation system which includes hydrant locations,travel lanes,pipeline routes,thntst block location
2. Assumptions and computations for detennining total dynamic head and horsepower requirements, is and bulTer areas where applicable,
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for detennining application rates.
5- Cainpulatiorts used to determine the size of thrust blocks and illustrutious ofall thrust block comliguralions required in the s stem.
G. Manufacturer's specifications for the irrigation pump,traveler and sprinkler(s). y
7. Manufacturer's specifications for the irrigation pipe and/or USDA-WCS standard for Irriguliaun Water Conveyance,
N.C. Field Oliice'I'echnical Guide,Section IV,Practice Code 430-DI).
H. The information regitircd by this forn are the rttiuinmuti requirements• It is the respunsibilily of the designer to consider null relc
appropriate, vautl factors at it particular site and address them as
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A bun'er strip Z s feet wide or wider must be nutiulained between the limits of the irrigation system said till pereuniul
streams and surface waters per NC Statutes.
NRCS, NC
JLCI1996 -

NARRATIVE OF IRRIGATION DESIGN AND OPERATION
FOR
RONALD TURNER-RONALD TURNER FARM 2
DESIGN AND INSTALLATION OVERVIEW
This irrigation system is designed with four inch, Class 200 PVC gasket pipe and
schedule 80 fittings. The system is designed to accommodate the flow velocities, flow
rates and the pressure requirements associated with the Ag-Rain E30 traveler. Air vents
and thrust blocks are to be installed as indicated on the drawings. Air vents will consist
of using a 4"x 4"x 2" Schedule 80 tee and 2" Schedule 80 pipe, Schedule 80 fittings
(elbow and MIP adapter) with an AV 150. The thrust block areas have been calculated
and are listed on Exhibit D-4 in the plan. The design of this system requires the use of a
.97"ring nozzle in the gun. Each pull has a specific arc setting and travel speed which
must be used to achieve the desired application. This information is given in detail on
page 2 of this design. A detail of the hydrant design is also included and specifies the
type and size of fittings. All pipe shall be installed with a minimum of 30"of cover and
shall be backfilled in no less than three passes, leaving enough soil material above
original grade to allow for settling. The suction assembly for the power unit and pump to
be used should be a minimum of 4"x 30' alluminum. A pressure gauge should be
installed on the discharge side of the pump where it can be seen during startup of the
system.
SYSTEM START UP AND OPERATION
When setting up the reel,make sure it is level and the stabilizer legs are down and
secured. Engage the brake, then disengage the transmission. Pull out the hose at a speed
not to exceed 3mph. Engage transmission before disengaging the brake. Prime the pump
and start engine at idle. Operate engine in a manner not to exceed 50 psi until a solid
stream of water is exiting the gun, air is out of the line and pressure is slowly building on
the gauge. Increase rpm's slowly until desired pressure is achieved. Set all"Murphy"
safety switches to insure immediate shutdown of system if a problem occurs. Also, set
the timer to shut off pump at the time a run will be completed--but,make it a practice to
idle the system down instead of relying on the safety timer. Check all safety switches on
the reel after each start-up to insure proper operation. Read and review the
manufacturers operator manuals for additional details on start-up procedures. Grower
should walk the entire pipeline periodically to check for leaks or potential problems.
WINTERIZATION
Disconnect both ends of all flexible hoses at the pump and the traveler. Remove drain
plug from gun cart and pull out hose at least half way to purge enough water to protect
from freezing. Wind hose back onto reel and replace drain plug.

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BIG GUN PERFO
RMANCE TABLES
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100 T TAP - '
EA BORE NOZZLES U.S. UNITS - - :''���-•r:; w:�•,+ -,. ;
NC'C'e Nol:le NC:::e ' •� .,• �•:f tl"r r-•+'
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19t• 57 _20y. 68 2t3' 78 222' 91 230' 103 240' 118 34
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s0 74 88 M. G� GPM GPM I G?IAaa. OIA. GPti1�5.OIA. :
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a t 96 240• - 250 129 2sQ•_..�. _.. 150
1 t 0 245, 125 260' - 167 260' •}.::,
2a5'
70 104 ti 250' 118 Z80' 13S tst 270� wA 164 275' ta3 280'800 99- 255, 1 t t 265' 127 275' 1 a5 275 152 290 '
1rr 295• 198
2S5' 177 '•275' ' 134 28y 154 285� 163 300� 1.9 3cs, 2:• •3t5' ~''t'Y+.
104 2,Q' 2� 173 •310 31S'`., 124 `280 142 295'r 162 2'a1 22a 325'
30S' 182 320' 212 22V 3•,s.
110 110 275' 130 290' 9 395
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43 28S' 182 305, 22c 325' 275 3a5' 300 '�. '`i2 •
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135 �' 17510,�9Z0' m 845' 250 355' 315 378- ti ? 0 a.5 `gQ.
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_ 25a:' 1 165 295' _
70 120 143 280' 182 300' 22005 J3�. 255 320' 3J0 '.S' a:C 350'
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15S 275 335' �+.
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_f ES - ° TRAJ .. >..,. { r.
:- : 27 ECTORY"' _
. ••fit -:• .;'• .".. ':�;,;
200 T TAPER BORE NOZZLES -U.S. UNITSNozzle
t.CS, 1.1' Nozzle Ncz:!e N
PS I. I Ga••1 OIA, .GPaa CIA 1.2- 1.3- 1.4_ ci:!e Nozzte No;"e Nozzle
60 250 343* GPM 01A. I GPI► OIA. GPIA OIA, I Ga`d_ I 1.6' 10:! t.9_
OIA, GPM OIA, ii GM-1 CIA. GaN OIA. •.:;��.
70 27Q � ;,• ! ?85 3S5 ..330 37S' 38S 390' 44 410• + '=310 380' ass 395' at 4 5 S15 430 S8S 445' 695 a70' 825 495' ;_f,.x \
80 310 275' ` 330 395• 4 5 t0. a80 4V0• _5= a5:• 630 465' f e sg5 :.���,
., 100 325 400' f --`0 410• 405 425' µ5 4�, 5a5 450• 590 470• 675 485' 60S S1S' a �5•
370 42Q• 425 5 5 .65' 525 435' Its 505, !SS 5a5' 1 •�"'
'..73 SSS'' - t tC Jso 4'„ :...:
r 2" 4.20' 4SASO, S00 46C• 575 A80' 660 SGO' 75S S.-o- 90o SW 1060 575•
120 3SS 4e>r - 4O5 4t0- 46S 525 a73• 6C5 495' 695 515' 790 535' s45 535' 1110 590,
•�,4 130 370 42V ! 425 44S• U3 48G' 630 505• 725 530'
485 46S 825 $50, US Sao' 1160 60S' - '•��� .-..- - ';•.� $oy 485' 655 5 i 5' 755
.:. '• ,�,:-�.:�..-!^ice-•=- 5�.' 860 •:=
• 2M R•RING NOZZLES - sso' tc_sue•s:o_ t2to s2o ,
U.S. UNITS .. - "' •'•,•
ii-Ai g .I •+"::' a ..
(1 46-actual) !+••':?frig t 3•,_ Ring t L. ain ,.
P GPM ..IA. GPM pIA. I (1 a actual► (166' ae:ual) t.7a- g t 'e•4fr-, 2'Ring
Galt 01A. ( acuaq (133'ar ad 1193'actual)
' GPM OIA.
230 3Z:5' � 300 M. J50 OIA, GaM pIA. GP�1 :IA G?L1 ;• .
Z_0 3-:C' I 330 370• 370 410 390, 47p 405
385 533 4-T 64 435'
.:, 270 am- 3S5 3". 390' 445 410- 515 a2S• Say ++0' 695 455'
80 290 3 7:.' t 415 405'
90 3t0 38o a00• 475 ay0• S85 moo, SSS 4a0• am aSb' 755 4'15'
405 415• 580 455• t •• ,
ICO 325 3SG' a2S a aTS 435, $45 4m. 62S 4 67- +:]' 8C5 a90'
Ito - 340 4%-,T egg �• S00 4a5• 575 465- 6E0 70' 715 485' 655 SOS'
IZO J°5 at• a S25 455. 605 4T5• �0' 755 +.�-Q' 900 520• -
8s a45• 545 j85, 695 a90• 790 SIO' 9AS 535' •..
t30 370 a15• 48S a50• S65 alp• 630 485' 725 500' 82S Sig' 905 Say' '
655 jec: 755 505, 850 S;S' 1025 550'
-The diameter of t.�r6rr.as appnssimatey 206 toss for�e 24•trslectary angle.506 less for the 21•trsteC:ory ategte.
TAe 81G GUNI perormance data has been pblarn -
Nelson Irn ed unCer Caa1:cst conditions and may be adverselyar:eCled::,«•n
d.gation Car.-o,aUon a•ati n0,vor-SrinlatrCn rr!�ar�r•.G�•��fwf GOnO•IrCn ;rr.!r/rnffv�r h fisulic lfrnn.• M9 c^mCrt,ons Jr CiRlr'aC.Or7.
7

--Specifications--
30A PERFORMANCE GUIDE
(D2) 30A X 1000'WATER-REEL PERFORMANCE Inches Depth of Application 320,
Nelson Sprinkler System "Irrigated Travel Speed-Feet Per Hour Degree
i
SR150 Performance Inlet AREA PreelP
{ b NoZ PSI GPM OIA PSI Width X length 40 50 ( 75 100 125 150 1250 1400 e't'
.W 50 100 1S0 72 ' 175 X 1088 1.2 1.0 0.6 0.5 0.4 0.3 0.2 0.1 0.27
! Ring 60 110 265 85 186 X 1093 1.2 1.0 0.7 0.5 0.4 0.3 0.2 0.1 0.16
or.r 70 120 280 98 196 X 1098 1.3 1.0 0.7 0.5 0.4 0.3 0.2 0.1 0.26
? Taper 80 128 290 110 203 X 1102 1 1.3 1.1 0.7 1 0.5 1 0.4 1 0.4 0.2 1 0.1 0.25
.97' 50 130 270 80 189 X 1095 1.4 1.2 0.8 0.6 0.5 0.4 0.2 0.1 0.30
Ring 60 143 285 94 200 X 1100 1.5 1.2 0.8 0.6 0.5 0.4 0.2 0.2 0.29
or X 70 155 300 108 210 X 1105 1.6 1.2 0.8 0.6 0.5 0.4 0.2 0.2 0.29
Taper 80 165 310 122 217 X 1109 1.6 1.3 0.9 0.6 1 0.5 0.4 0.3 0:2 0.29
I.Or 60 182 1 300 108 210 X . 1105 1.8 1.5 1.0 0.7 0.6 0.5 0.3 0.2 0.31
Ring 70 197 310 124 217 X 1109 1.9 1.5 1.0 0.8 0.6 0.50 0.3 0.2 0.34
or-r 80 210 320 139 224 X 1112 2.0 1.6 1.1 0.8 0.6 0.5 0.3 0.2 0.34
Taper 90 223 330 155 231 X 1116 2.0 1.6 1.1 0.8 0.7 0.5 0.3 0.2 0.34
1.18' 50 205 300 107 210 X 1105 2.1 1.6 1.1 0.8 0.7 0.5 0.3 0'7 0.38
Ring 60 225 315 126 221 X 1110 2.1 1.7 1.1 0.9 0.7 0.6 0.3 0.2 0.38
or 1.0" 70 245 330 146 231 X 1116 2.2 1.8 1.2 0.9 0.7 0.6 0.4 0.2 0.38
Taper 80 250 340 163 238 X 1119 2.3 1.8 1.2 0.9 0.7 0.6 0.4 0.2 0.38
1.2r 50 255 320 131 224 X 1112 2.4 1.9 1.3 1.0 0.8 1 0.6 0.4 0.1 0.42
Ring 60 275 335 151 25:i X 1117 2.5 2.0 1.3 1.0 0.8 0.7 0.4 0.2 0.41
or 1.1'
Taper Hours For 1000 Feet of Travel: 25.0 20.0! 13.3 1.10.0 8.0 1 6.7 14.3 12.3
System Inlet pressure shown above is for Turbine Drives.Engine Drives will be approx 10 PS;lower.
"Area covered may,vary depending on wind conditions, field dimensions and use of unspecified sprinklers.
The average area covered per run is 5 acres.
The precipitation rate Is in Inches per hour and is based on a sprinkler arc of 320 degrees
The'System Inlet Pressure'is the pressure required at the traveler inlet.It Includes
allowances for the traveler plumbing and drive,PE tube and sprinkler pressure.
It does not Include any pressure allowances for field elevation or mainline
,.pressure loss.
IMPORTANT! Turbine drives will have higher pressure losses at higher RPM Turbine
and are not recommended for travel speeds above 250 feet per hour.
For speeds above 250 FL per hour use an Engine Drive.
Follow the belt pulley selections below.
Lowest speed pulleys: Up to 75 feet per hour.
Medium speed pulleys: From 75 to 125 feet per hour.
Highest speed pulleys: From 125 to 250 feet per hour.
NOTE: Specifications are subject to change without notice. Gearbox
• (D21597-013&Q
42

BERKELEY P U m PS CURVE 4117
DATE 3-1-88
TYPE "B" RATING CURVES PAGE 2.02
SUPERSEDES
ENGINE DRIVE C-.rre 4111.17 Page2.0-2
Cased 4-1-85
Case: Malarial C.I. Pamme. 11-:863 usca-mo. m-1e63 VAA I GUS XP.IL
Iwp�Jer: Malarial C.I. Pect.me. L-3C01 YaeRNo. L-3001i:3 .9M Aillor It
fee Ir w.
AxImum Womicma PFtessune 2,17 PSI wig LA.Ic
30
....... 7 20
.......... 7­1
... .........
r
... ........ 7*
..........
...... ...... 10:
........ I •I cm C
7j.7
Fir .*f L
.7 -E
7 cc! ....... .. ... 0
... ....... .. ............. .......
u, CC.0
. ....... 1.4 0
.... ........
4co ........
lcci Rpm ........ ........
CZ',cc F
3cc
x ........ .. ........
7,
... ........
A
0 1617.- .......
I.- A!N 1�
.... ...... A;
< ...
.co
..........
........ ..........
...... ... ........... .....
. ........... ...................[
I... !.;. ...........
............. ........
:: ..». :..t.«.. ::._1:25,',`. !:��. :...:.. 1c�•.... t...S; , At—
TOIL
.... .......... .
r
c !cc 2-<) 300 400 NO 6CO 7CO e00 gCo -,000
CAPACITY IN U.S.GALLONS PER MIHVTl
T-29=4 sussnedol#*- MODEL Ll�;3JQBM
7C 43 Oahe 10-27-7! 3-29-72
Come: Material C.I. pomme. H-93a. Meem-mL M-fl,039 VA01IQUS JLP.IL C?Ckq
Ir.y.•ler: Malaria/ C.I. FsctmL M-2313 utc11-mv. M-4182! ow 10-7/,S" FuLl. T.Z L;..'a,ftoomi volar
goo w>LN 4.-SL
WORICINC Pntssuxc 2i. ;S I c:
30
9-
........ .......... A
II f7 .......
3
40
10
............ .................
XC A=.......... .......
. ................
7M,71 MW . .........
31
A 0
...........
3 �X­1 LAW. ..... .... .......
3 5.0
7_
A ..77 .........I:
.. ....... 7
2 ca, qpm 7
2co ---- _ =�—�.. i 1 _ _ail. :.• : :::: ::_ :: ::_:
0 do
- ...';�. ":::. :':.-�:_.«.:�::_.:::.
'A
•
0
•
,cc ..........
=-:Cl =p4 :.j ...r!
......... ..........
......... ..........
.... ...........
co
JbI
L
TOS-L'
0
26 TOSL
zce) }COCO 16
,co cc::
c -Wo CO 9co 1 cc<)
CAPACITY IN U.S.GALLONS PER MINUTE
GA.. S 4 E 0 M

• JOHN DEERE POWER UNIT
January 1, 1996
JDPU.WC
NET CONTINUOUS HORSEPOWER LOWEST
MODEL ENGINE SPEED, RPM FUEL
1600 1700 1800 1900 2000 2100 2200 2400 CONSUMPTION
4039D 52 54 57 61 62 65 67 67 .357® 1800
4045D I 58 I I 61 64 71 74 .3•*I 66 67 71 •,� ® 1800
4039T I 69 73 76
79 82 84 85 88 I .340 �9 1800
6059D I 76 80 84
87 90 93 96 100 I .350 g 1800
4045T I 81 84
88 90 92 I 93 94 96 I 4.3�_ @ 1800
sosao I 86 91 95 99 102 106 108 111 I 3�5 1800
6059T I 101 107 I 112 I117 121 125 128 1 �•3� I .VVO .9 18C0
6068T 122 128 132 I 137 1-�1 142 a
144 145 I .3Y, 1800
6081 T I 158 164 I 170 I170 170 I17O 170 — I •z V O!9 18
00
6081 A-215 I 198 206 I 215 215 215 1" __._2 � I 215 .332 t 1600
I
6081 A-235 218 226 235 235 235 235 235 — .335 @ 18C0
6101 A 258 262 263 263 263 263 .334 (9 1600
6101 H 288 295 302 305 305 305 .329 C 1600
1. NET CONTINUOUS HORSEPOWER rating includes fan, air cleaner, and muffler,
if equipped.
2. LOWEST FUEL CONSUMPTION is in Ib/hp-hr:
Gallons/hour = Actual hp x Ib/hp-hr
7.076
3. DERA T ING:
N.A. engines CD" suffix):
Temperature - 1.5% per 10°F above 770 F;
Altitude -'3% per 1000 FT; •
Turbocharged engines ( T , A , & H suffix).
Temperature -1/2% per 100 F above 770 F;
Altitude - 1/2% per 1000 FT

TY P. R:
A6A
MiA AdApt�
S..L�J'r- So

Diamond ASTM D-2241 Diamond
IPS Pr3ssure-Rated PVC Pipe Gasket Specifications
Approximate Coupler Dimensions
. I
I
I
I
1
A I
I 1. Gasket configuration locks gasket in place and
. C prevents fishmouthing.
I 2. Chevron seal for added pressure sealing ca-
pacity.
I 3. Compression seal
I p - provides a seal under
vacuum.
<. Wiper beads to cle-n spigot end.
Diamond ASTM D2241
IPS Pressure-Rued PVC Pipe
A
Bieber Gasketted Joint Dimensions
Size Gasket Race Socket Depth u:a' I _ ;
2 3.166 4 01UAs O 01.500 �- .
21/2 3.719 6.000
3 4.434 6,000 I..♦_ i r•-+E�:�.o. I L 00
17
--�
4 5.603 5.000 Afeur Gasket
6 8.252 6.250
8 10.420 6.500 pipe A is D
10 12.762 7.500 S. Insc:-. S%;: Ct Di:srnctcr
12 14.952 7.500
3 I/? 3 1/8
I/: ' 7/16
Ir_ 5 1l'_ 5 1/_
6 5 6 7 13/16
D-2241 Pipe Dimensions 8- 5 In 6 7/S 10 1/8
Minimum Wall Thickness 1�- 5 6/~ 71r-' 12 I/_
S l/: 14 I I/1d
o•rras soa r)s soA.2r SOA.26 SOA.32S SOA.t
Site CO Scn 40 315 0Sr 200 PSr 160PS1 125PSr r00PSe
•:�
• 1.050 .113 06O ," 1"• V. {Ii'!^ .•:I•- .JC1Cti. -Yr•1?1; Yam:-• rl � •
.J
1 1.315 .133 063 '
1'A 1.660 leo 079 .064 .056 r Short form ..
'12' 3.900 1 e 5 090 .073 .058 '
2 " 2.375 .154 113 091 .073 S(�ecification fcr Diamond •.: :1
21/r" 2.875 203 137 .110 .088 '�'I P-VC Irrigation Pipe
Y
3 3.500 .216 167 .135 108 "� � ASTAl-D2241-SDR:1.32.5,26,or21 s 'I
4 4.500 .237 214 .173 .138 110
5 5.563 .258 255 .214 171 136 (( Diarniond PVC Irrigation Pipe snail be made of a -:
6 6.625 .20-0 316 255 204 162 y! compounds conforming to ASTM D 1734 will, a
8 8.625 .322 410 .332 265 210 cell classirication of 1%5»3. Dramund PVC
10 eN750 .365 511 •413 .331 262 C I Irrigation Pipe must r..::: all the dimensional,
12 50 .406 606 .490 .392 .311 I chemical, and physic=l requir:mcnts as outlined -.•:
in ASTM D2241. -AZ-ex, A:`'SUASAL• S376.1.
_ ._r+ and SCS 430.DD, and ucll be supplied in 20 low
lmond's IPS Pressure-Rated PVC Pipe coupler - l:i}rrig lengths.
-.sets the-requirements of ASTM 0.3139 ------------
'lnqulr0 for avaela;.1:ri :''�:-;�. ••r �1� r,. •��1 •'.y`� _

♦ � �•�+ •.�: •w= .-, T�f n' •..�`h w~r 71'.r;i"f f jig r.7T•�.• A•% .:/.=•:
.Jr -�`.. :�' . �r J. Y�;�••�.! .0 r •�-• .�. !.•: i.. Wit. rv. ^tip`' YI-•`'.•a� j..-...1► `✓.'.�5�" :
,ti�•�1 �^- 1r•♦ -�71,/'lwj..•�.'rT�•+�1�I^'r�.�,r r:.� ".1•�. •M a•.. �Yl�+,-�'.•�♦ � •� �..:••� 7rj!'..•+Iti. �:�„'+l?.: wfy�.
L` M/�1`4' r '�� .►J'^�.,.��•i�J,:..r• 7,�••J�•�;i•.1i1r'.. �.T•;:!••:t'.,�.��,� M,�` a .•,i, .�::�•••...�•�.!`. r
4'i''•-'~� '_��rs1-•:.w�w1•,,rt.•1�n�:�.-1�.;+{�,,•r ♦ • �t ti�,: .r'�: •s �, . ,�
M �1�.���.1�+t_„w'�'�,5..�-�.••r.f!:.�...�r`•yIw.•..�:js�i t•�'=t�•�t•�i.�� ,�':`'.: '.��;�:�..• •�.!+�• .fA.i.:••}
`f ���.�. �%i�, tSf� •.�., Y.•.••r. .. i�''1'dJ'�w�-i.. �•.� .►•51r. �_.y� `!• «t ..r,'1 ��.:• :1;• iC..•:�Limit`��
;j. :� ��+ �/�•�mot:°-'1�il�JxJ r•��a�y:M^:r^•t1 ���•t•'':.. � � .,i;� ,�:
4.{•-� r• rr .L:����3:`tip r�•.���.•.:� � t:.•.�.5:�.:►ice:1_ - -:n• ..r- �� Syy w/`/�N�A//•e�1
�X�:~�`1:F!S L.•'•ti'�Y. �.Z-.•.`S- _�•�„ r«:�•"i.:!`�.3�•S�>�'��•�'�• _1.- 'v,'• ter•`:-�_ti:• •.•�.� - •-•� •i�•i��or w'fw i Y
mow.:�-,••��.~` ...• :y ��.•'w��f�'••��•%•i,.!1•'�•i��}••- i ,{.. w!I ••�M�•.��Y ,~�
r .�"' r,_��_..� ��•-.jiJ'i yet; .••:�j•�y r _MM_���••/eeR� �`=J
i� . Ji►`' �ti- r1^ •. �'♦.:S•i.V i N'•. 1•''�.... tt!.�.• '�: C � :4 ;♦.•• .• - �M!i.l��. ....."' .►'.
w/-1�..��-�.����_!� r\ 4'•=•i•i_' •ti.:•�rL�r•_!-i••':;�":I.1.i•1'�ti,'.••^�• { •• •.... .r� .-�'• •�S%-•' ..r.� '•
�•►•`•.s�..•y.• �.:�.•L. .p.•:f��t�+ +!'•wL 'a•..�j �,����.w.F.t r('.• ,i•-..•v �!••r.�. -�:' •t''♦:..:� •>:•` .i�.
��'_— �,^�1•���_ "TT • li DIY _ :,7. _..j• tni_ti:,i� r• f' i, •�,t •_,,�. ♦ 'S •! f• '�
-h••r�•�.r r�1. -�.\•��. •.. ;. •'��7 .:fit:1" �.�:.''�'• �ti�. � . .y..= _may. ~..,�� f-••1.�•.�.�I71"lr.
;.:��•� till•-•--.�� ..ti.�.=.�.•:J O'.A''• :y.ice- �r•'f�=..T�'.U�i.�:.•.i�.•-�,ri .. •'•�'•�[. .��V�.•"r^•�3,v. •L.i•.
•
rm.
•V• 4' .;u.. •.•.r.+�i'""'. `'vim.S

INSTALLATION
Table 4. u►sceirrios Ai %IATF2IAL CIA��I►ItAtlu��
Jiain t;l.ond Agricultural PVC Pipe should be assembled and f.A% `Stiff. °�'carrrlll\ 1►►'
\\ T1'1'1. \1,:17t,1 CU�\I►It•t1u\
installed with uniform and continuous support from a firm n,,,l S„•,,. al�r.r...tfM1.Ir.1•r.ir_W...I.1r••.I III«a..Ia.•lla w.w.I
base in accordance with the installation procedures provided :..I.a"..$_W..i....-$•.,...I..1-re
..w�YfA•Afl•r w•....,, M....
tn.•w.J J.L f..w.•.w rwr.d W iL.
in ASTM D?:?1. and the Installation Guide for PVC Water
Pipe (a "pocket-sized" edition is available from your C'"it1:..I.•• �� Wfpv.ftd1•••rl.'"''r••rI•.,r-•u.t••I..MM...
rwwlt fr wlw.o.+.d/•.w••r•t Mr.r J.N�\�..•..w.'J•+Ir..till.,...
representative or from Diamond Plastics Corporation.) c'
Cr ►-Ir l..&d I...III rd r..•rl."d­.ft.I,•If•,w•rr►•. %a"..--;•.f
e..Y.r f.ww.taw.w w••I.I u.r. law.t Mr•tli..+.-wJ...al..;tat.»
Cie..
Embedment materials are to be in accordance with soil Sw well 6.a4d lwl w r..f40l,r.f1.9«1' 4._r.a.w l.•:1•.•r_
classifications listed under Unified Soil Classification '•-N•�•"-'•. '�'•'�'""'M'J'�- """ ""'
System, ASTS�i D2-"fS7.and ASTM D2438. Sr t•••a'd—de rw0/•r.$.War,..
t._�:.w 1•f•YI M.r..r_r aL.f NM ft0i.rl.»►J r+\..;ItI...r 1.1:r. r
Te assemble• clean matins surfaces of the bell, spigot. and CIt•t III s.•.l.••• c+d s.1."•'.rll'r•..1..�.._.•.r` ' -..-f.t••.r.l._.•.,•.'...•J
•.
Aw f.r•r.Mwrr MM VK.r1.rrJ r/fr;fit.ww
gasket. Apply gasket lubricant (furnished by Diamond cc clygr..a..;.......J.1•,-••„^ �fi..»«a...».•.._«....•..t
M leap.I Iw•t,it.,•Ia,.%A I,V•...1...tap..
Plastics Corporation) to the entire spigot end up to the S►1 Saar Is,«,ft,, ,,,,•,•_„.•.,._,.•._•A— J
referenc. mark. Also, apply lubricant to the contact surface "w`"""'`lead—
"�`''""�
I
1 W Clarep,*WWI.%.Q.t.f�..«. a4.t 0.0 I.n.J....�1._. ,.....w.. :
of the n3skv. ke.e.Mwf 040 W%w.....1.. .r.r
V• IV S...If 161L, Iw.rgaaw law.•..1'flat•rai•.w.1*.—.•.b..,J..e..•.w.r.l. 1
With the pipe in straight alignment, push the spigot into So%.•im 10%...«./..;1`.,II/..r
the bell up to the insertion line. If a pry bar is used to `� kho Clays L'-tw6-.1"^�' to? 1... '
kN rk.l L.r.•r 4.r Vt..i.• wa..-.-r ry...�. �
apply force, t:'j= pipe the
be protected by placing a board $.fit I...Ir.:"ll., ___....lap.•.,.1.__. ....._.... 1_r_I
be'.
`•4vee• ,• •the bz-and' e pine. $a--clews%kaa uc _.. >v,1.•,... _
CIA Ifarlaww loll of .l..• Lv-J I-••.......••a.•: 4r
wwf(..•.et t. 'its...;
If norrial orzt does rot J complete the joint.,disassemble the -»
r l.r,•.,,..
P C:.•."tr•ia (L l>.tan..I.h1 rJ n/N:r•..i..•wf:.y....-I l�.J I
ie.Ift and ex.-:-nine ahe parts to make c_.;ian tl...y are free of
nt M6a^.CIA's Ill..rt•l r 41/;.W..► L.wJ t-..••....NM
obstruc:ions. `�:suaIly inspect the comple:ed;oint to insure awwft I•.lut sc-A t.•f
•',e nasket hzs ,.et been dislodged. .r I ►u. 061.../••...1w.."I
• S•«n we a.Irrwted a ASTAI U I8/1.terra 4, Is 1
•' Iw iawdan't_wa ASrI.1 U:410-lefe tam 5%1—v;:tl•••a
•••'1.0 ...••Wwce -.allASTAI U:I11-'axis.ra M:..IM;•••+1.••.. ;•••._.. f.:l.w./.»J..t..»
t14
0
1.1'4804-that Is w.-r rMtst/rtial:r of 0s••:3.-M C,.1 M
Table 5.
APPROX I'.t.ATE GVIOE FOR ESTIMATED RANGE OF OECREE
OF CO'•:rAC:IO.%; VERSUS EMDEDi►1EMT CLASS ANO JtETI100 The haunching area is Dios' !^ or::.'rlt IO tht- Suppori o
OF FLACENIEST AS PERCENT OF STANDARD PROCTOR
O: SITY OR RELATIvE DENSITY' PVC pipe. For good succort.!::�hLunchint,�rCJ Should be
FOR t:;.A.Nt;LAR MATERIALS IN P.ARE.TIIFSIS•' cclapacted to the deitsit:_s :ivcn in the [.ono Perim.
CLASS OF EMOMMENT I I II I III Iv Deflection Chats.
Martl►ra[arod
161.aT$itIAL VES0UP—MOM Cm-sAm SZMAMCn.d Mm'd Gruff Fare Claim
Mslero,I S,.I/-C;=4 Salt Sells
Figure 2
OrNer••rn fl..r• dic:?••/[JN range I 9•1: i is 6.70 FZ .
C.gntSo•t Cfrvf►y IC.,%t t Lti7t1 i t►t PwLfr,or"CIC.Ia 06RMlr RJACC
Comps+a.;Iry t•twplCr 9S•I00 iS-Ih= i aS IOD 90 100
.,.ynr'\: (7S•11]11 .SiS Itl:l 1w,
10,
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FRICTION LOSS IN POLYETfjyLENE HOSE
SI. FRICilox LOSS PER l00 FcE7 POLYETH=LiHE IRRI6ATIOH 80Sc 14Ai ;
P 50 40
40 fi2 75 6i
0.D. MAI35 125 120 110 3 2.7 2.5 2.1 1.10 1.30
1.0. IIS. 4.5 4.1 4.0 3.7 0.4
EnL/ 10 - - - - " - _ _ _ _ 2.3 6.6
11.2
30 - - - -
1.4
44 _ _ 2.1 6.0 16.1
50 - - - - - - - - - 1.2 2.4 8.4
60 - - " - 1.0 1.6 3.9 11.2 ' -
70 - - " - _ _ _ 1.3 2.0 4.1 14.4 -
SO - - - 1.6 2.5 6.1 _
90 . - _ _ 1.1 1.9 3.0 7.5
100 - - - _ _ 1.3 2.3 3.619 8.7.
1l0 - - - - _ 1.6 2.7 4.2 10.5.
120 - - - - 0.7 1.8 3.1 4.9
0.9 2. 1 3.6 5.6
Ho " - 0.9 7 { 4.1 6.41.0 - "
2.7 4.6 7.2 -
!60 - - - " _ 3.0 5.2 8.1
170 -
!80 - - - - 0.9
190 - - - 1.0 1.{
200 - - 0.4 1.1 1.6 4.1 7.0
2!0 0..: 1.2 1.1 4.5 7.6
2-)o . _ 1.0 [.3 1.9 4.9 6.3
230 - - 1.1 1.4 2.1
240 1.2 1.5 2.2 5.7 5.2
Lco 0.9 1.3 1.6 2.4 6.2
2--0 1.0 1.4 1.7 2.6 6 - - - -
270 1.0 1.5 1.5 2.8 1
260 1.1 1.6 7.. -
290 1.2 1.7 2.1 3.2 8.l -
300 1.2 •1.8 2.2 3.4 E.6 -
310_ 1.3 1.4 2.4 3.6 9.2
320 1.4 2.0 2.5 3.8 ?.2 -
.s0 1.5 2.2 2.7 4.0 - -
340 1.6 2.3 2.2 4.2 _ -
350 1.7 2.4 3.0. 4.5 - -
360 1.7 2.5 3.2 4.7
370 1.8 2.7 3.3 4.9
380 1.9 2.0 3.5 5.7
370 2.0 2.7 3.7 5.5 - - - -
wo 2.1 3.1 3.8 5.7 - -
420 2.3 3.4 4.2 6.3 - - " -
44.3 2.5 3.7 4.6 6.8 _ _
460 2.7 4.0 5.0 7.4
480 3.0 4.3 5.4 8.0
500 3.2 4.6 5.8 -

• -10-
FRICTION .�OSS. I
N ALUMINUM F PVC P I P .
P.S.I. FRICTIOX LOSS F 7b 10 Fc=.
P,S.I. FRIGIOX LOSS Fr? 100 Fcc py£ IRRI6ATIOX PIPE
• k'!1MJ ' . "i IOX P:i= Y� CtR!'c OtS
,� - Z 3 {: • 5 � � 6 g Ili. .I.sl. 2 3 � 5 -b 8
INS. 1.2. .
!0 0,1 - -
?:IH. - - - - - - - - IIIX. =
20 0.5 0.1 0
- - - - - - - -
�ado's 0.1
ao 1.1 0.2 - - - - " _ " - 1.4 0.2 - - - - - - - -
5�? 2.1 0.3 0.1
!0 '?4 0.4 0.1 - - 60 2.9 0.4 0.1 - -
70 5.4 0.9 0.2 0.! - - - - 70 3.. 0.5
1.0 0.2 0.1 80 5.0 0.7 0.1 0.1
,�
w
.o - - 0.4 0.2 0 .�
=0 1.2 0.3 0. 0 i - -
!C-� - - 1.0 0.3
. 1�0 - - 1.2 0.3• 0.1
iio 1.7 0.4. 0.! 0.1. - - 1
0.1
z.[0 /0�.5 /0.: o.! 7 0.4
- - ,Z 0.1. a.l 0.1 1� 1, •w � _ _Z S 0 0
- - 2.7 0.7 _ - -
o.. ,50 - - 2.2 0.5 0.? 0.!
3.1, 0.9 0.: 0.1 25 0.6 0.2 0,!
3.5 c - - -
0.2
0 !
!70 - - 3.1 1.0 0.3 0.! - - l�a
3.1- - 08 0.3 0 ! - -
!
!�0 4.3 1.1 0.4 0.1 - - 4 '0.3 ' 0 ! - -
4.8 1.2 C.4 0.1 - 1�0 3.
_ 0.� .' -
0 0 2
- - 3.7 0.? 0.3 0:.
w 0 ,
no 1.4 0.� 0.2 1 0 4 , 1 - -
C 0.2 0.1 ZO - - 4.5 !. •ti.
2
4.9 1. 0.4
- - 0.2 0.1 � t..i •
r 0 - - 1.7 0..L - 5.3 1.5 0.4 n 0.2
I
0.3 0.1 _� .
,.B � z
V.r
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, - -
co 0,2 0.!
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13 a.fl a.3 0.l ,
- - - -. 1.4 0.8 0.3 0.1 2S� - - - - 1.1 0.3 0.1 0:1
2;0 - - - -. e.� 0.4 0.1
1 8 0.3 0.3 0.1
2-6
2.7 0.° 0.4 0.1 3W - - 2.0 0.7 0.3 0.1
1.1 -
- O.r
3 0A
3I4 � - - - - � Z.4 1.0 4.4 4.1 sI0 - - - '
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3=� I _ 2:3 0.,.
a 0.3 0.1
3.3 0.5 0.1
r,0 - - - - !.:
w
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3.5 1.2 0.5 0.1• 0 - - - - 1.5
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... 0.1
1.0
3c"o 3.0 1.0 0.4 0.1 1,0 0.4 0.1
„a - - • - - 4.0-- 1.4 0.6 0.1 �,a - - - -
-
wo - - - - 4.2 1.4 0.6 0.1 - - "
=n - 3.2 1.1 0.4 0.1
4.5 1.5 0.6 0.2 - -
4:? 3.3 1.1 0.5 0.1
5.1 1.7 0.7 0.2 420
.�-10.4 0.3 0.1
4. 1 - - - - . - - 1.7 0.8 0.2 •4-44 - -
1.0 0.8 0.2- 400 - - - - 4.3 1.5 O.b 0.1
4c0 - - - - - - 4.7 1.6 0.6 0.2
- - 2.4 1.0 0.2 5.. 5.0 1.7 0.1 0.2
5:.

be fabricated in almost any configuration . Some epoxy coated fittings
include stacks and hydrants as an integral part of the fitting.
Occasionally it may be necessary to connect PVC plastic pipe to steel
or CA pipe. This connection can be made with a coupling called a
transition or repair coupling . In-line valves can be suoplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe . Most thrust blocks
will be concrete. Manufacturers recommended thrust blocks at any
change in direction greater than 100. Figure 1 gives an example of
different arrangements for thrust blocks .
• 1
Figure 1 . Example of different arrangements for thrust blocks. s
-5-

1
y'ioure 2. Archorage tilocks for in-line valves .
Table 1 is the forces encountered at end plugs . to calculate
farces encour.tered at bends, tees and wyes, multiply the figure in
Table 1 by the factors aiven in Table 2.
Table 1. Thrust W at End Plugs
Thrust in lbs . for test pressure in psi
Pipe Oi.ameter, 100 Psi 150 PSI 200 PSI 250 PSi
(inches)
I I I'-
11-2 295 440 590 740
2 455 680 9 10 11.40
2'j 660 990 1320 1650
3 HS 1480 1970 2460
4 1820 2720 3630 4540
6 3740 5600 7460 9350
8 61490 9740 13 ,OU0 16,200
10 10,650 16,000 21 ,300 26,600
12 15,150 22,700 30,200 37,800
14 20,600 30,800 41 , 100 51,400
16 26,600 39,800 53 , 100 66,400
-6-

Table 2. Factors .for Calculating Thrust 14 for
i G Elbows and Tees .
Elbows: 900 1.411 Tees = 0 .70 L
600 1.00'
450 = 0.76�
300 = 0.52
:22:5. 0.39 ,
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe Bearing Load
Soil I lb/ft2
r 14uich, peat and similar 0
Soft Clay 1000
Sand 2000
Sand and aravel 3000
Sand and gravel cemented
with clay 4000
Hard shale 10,000
Thrust block area. (-.2) - lJ -_ Thrust (Table 1 & Table 2)
:F of bearing strength ( in a 3)
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure that the correct size thrust blocks are
being used.
There are a number of machines that can be used to prepare the
trench for PVC plastic pipe. Soil types , moisture content, depth of
trench required and type and diameter of pipe must be considered.
Generally chain trenches, wheel trenches , backhoes , or vibrating plows
will be used for trench preparation . The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diameter of pipe. Under most conditions the chain- trencher or wheel
trencher will be faster than the backhoe . Where wide trenches for large
pipe are required, the backhoe will be most satisfactory. If soil
conditions permit, long stretches of open trench will expedite pipe
installation. However, if rain is forecast the pipe should be installed
and the trench backfilled. To, avoid sharp turns in the line at obstructions ,
trenches should be curved within limits of curvature of the pipe.
-7-

IRRIGATION GUIDE FOR VIRGINIA (i� HRIS TURNER FARM
Assuming proper conditions to apply waste within hydraulic rates of the soils and
agronomic rates of the crops the following guide should be used in proper growth stage
intPrvnk of the nrnnc to frilfill their narnnnmin rP.nnirP.mPntc
Assuming a .97 in ring nozzle with SR150 gun at 70 psi at the reel = 155 gpm
Assuming a conservative average waste analysis of around 2.5 lbs. 1000/gal the
following information should be used as a guide if and only if the waste does not exceed
5 the I000/oa]
I'v1 ♦ r\T\ • - 1!' - T!v/l\-\1\ !V i1T _ _ - r•T n i1 y" ♦ /i\•--lr
J1VIAIA, UliA11V-U6 G.v HRS/PER CO V EKED f CR-E OF PULL/iRER Y EAK
BERMUDA HAY 11.5 HRS/PER COVERED ACRE OF PULL/PER YEAR
SUMMER ANNUAL 3.0 HRS/PER COVERED ACRE OF PULL/PER YEA
CORN 3.0 HRS/PER COVERED ACRF. OF PI_TI.I.!PFR VFAR �-
SOYBEANS 3.0 HRS/PER COVERED ACRE OF PtTLL/PER YEAR
WINTER ANNUAL 3.0 HRS/PER COVERED ACRE OF PULL/PER YEAR
THIS PROTOCAL FOR APPLICATION EVENTS SHOULD ONLY BE USED AS
A GUIDE TO PRE VEN T OVER-APPLICATION. THE ACTUAL HOUR
DETERMINATIONS WILL COME FROM ON SITE CALCULATIONS OF THE
IRR-2 FORMS.

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WASTE MANAGEMENT FACILITY DESIGN
for
LUMAS TURNER OPERATION
Duplin County, NC

Lumas Turner
Duplin County
JCF 8-16-95
Contents
Design Summary l
Site Evaluation 2-4
Wetland Conservation Determination 5-10
On-site Soils Investigation 11
Borrow Area Soils Investigation 12-13
Hazard Classification Data Sheet 14
FEMA Flood Zone Map 15
USGS Map 16
FSA Map 17
Design Layout 18
Typical Section 19
Construction Specifications 20-21
Storage Design Spreadsheet 22-24
Operation and Maintenance Plan 25-26
Seeding Specifications 27
Excavation Estimate(JCF) 28-31
Clay Liner Estimate (JCF) 32
Volume/Excavation Estimates(BJ) 33

United States Natural Resources P. 0. Box 277
Department of Conservation Kenansville,NC 28349
Agriculture Service Telephone [phone]
Operator: MAQ) �Z LUMAS I oksie Z — 0 kJ�V E 2
Please review the attached plan and specifications carefully. Retain this plan for your use and
records. It is strongly recommended that you, your contractor, and The Natural Resources
Conservation Service personnel are in agreement as to how the waste lagoon is to be
constructed. The Natural Resources Conservation Service personnel will meet with all
concerned parties and walk over the site to explain all flags and markings. It is important that
everyone understand what is expected so that final construction meets plans and specifications
and the job can be certified for payment (if cost-sharing is involved).
This design is for an Expanding Waste Management System. There has been no attempt to
balance the cuts & fills. The excavation figure includes excavation for the new section of the
lagoon and for the clay liner for the entire lagoon. Reshaping and excavating in the existing
storage area are not included in the earthwork computations due to the uncertainty of the
existing conditions.
The actual amount of material to be excavated will therefore vary from the estimates. If
additional material is required after construction is complete on the lagoon, the contractor and
owner will negotiate on the price and location of borrow area.
NOTE: Design Requirement: Z79 739 cu.ft. _ / 1324 cu.yds.
Estimate of Excavation: cu.ft. = 8,D59 cu.yds.
Estimate of Clay Liner: cu.ft. = 2,Cv/(p cu.yds.
Job Class
Date
Design By E45 AADEMW/2 - D Skl
Design Approval
PP Sir
Name
Date
7be Naval Resources Conse vadw Service,
formerly the Soil cooaervatim service,
is as ageaoy of the
Ua W States Dq*rwww of Agriculture AN EQUAL OPPORTUNITY EMPLOYER

UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
------------------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME-
S
-EE- 1__-yU3-
_ RZ _CA�1 ------ LOCATION-- _ �_--
_�� _ _+PLC_2 .?7e __1&ZM4LC Lau------
------------------------
TELEPHONE-32lZ=Z2$ 3Z1-9:----- SIZE OPERATION--L42— 'yP-6--i-_
_ - -T!2 j5AIl i
------------
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY
PRODUCER -Sk FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NO----
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE"
PERENNIAL STREAM? YES----- NO----
If no, site most be reloca#ed.
IS SITE WITHIN 1 MILE ZONING'JURISDICTION
OF A MUNICIPALITY? YES----- NO----
If yes, landowner should consult with local zoning board
about required permits. Permits must be obtained prior
to design approval.
Are utilities in construction area? YES----- NO.If yes, -see Part 503 of the National Engineering Manual
and follow policy.
(Copies of maps or other reference materials may be
attached to site evaluation. )
Page 1

WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON-CROPLAND? YES----✓ - NO----
If yes, producer must complete a Form AD-1026.
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO-
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to
site evaluation. ) Vol
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT
PRESENT? YES---- NO-�IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES---- NO-
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE
PLANNED AREA? YES---- NO-✓-
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT ✓
FARMLANDS IN THE OPERATING UNIT? YES---- NO----
WILL THE ACTION RESULT IN SODBUSTING? YES---- NO-�-
If yes to any of* these quest oins, refer to form NC-CPA-16
for policy sources. The form does not need to be
completed. p62 'l UPLUV FISGO OFFICS —
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER... . . . . . . . .
. . . . . . . .PREDOMINANT WIND DIRECTION? YES---- NO----
. . . . . . . . POSSIBLE. EXPANSION OF TREATMENT
VOLUME FROM 1 CU. FT. UPWARDS TO
3 CU. FT. /LB. OF ANIMAL? YES---- NO----
. . . . . . . .PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE
CAPACITY? YES-k-- NO----
. . . . . . . .USING GOOD SOUND JUDGMENT IN
LAND APPLICATION OF WASTE? YES-�- NO----
Page 2

• f
4/
WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES--`-- NO----
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? YES---- NO----
IF LAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES---- NO----
(Attach Waste Utilization Plan to site evaluation. )
P67 W ie VrILIUVOO PLAN 13Y Bk)H 1#7e5
SOIL INVESTIGATION -- VALID ONLY IF SOIL INVESTIGATION
SHEET ATTACHED
✓
• IS SOIL SUITABLE FOR LAGOON? YES-- -
- NO--'�--
IS A CLAY LINER REQUIRED? YES------ NO------
IFYES, IS CLAY AVAILABLE ONSITE? YES------ NO-�---
QUESTIONABLE--------
IS A CORE TRENCH REQUIRED? YES------ NO--k----
(Attach soil investigation sheet to site evaluation. ) ✓
SITE APPROVED YES NO NO------ CONDITIONAL--------
COMMENTS
---------------------------------------------------------
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EVALUATION E NVALIDATED.
SIGNATURE—- --------- DATE-
Page 3

AD-1 U26 (06-07.91) UNITED STATES DEPARTMENT OF AGRICULTURE Form Approved-OMB No.0560-0004
HIGHLY ERODIBLE LAND CONSERVATION (HELC) AND WETLAND
CONSERVATION (WC) CERTIFICATION (o&.31
1. Name of Producer 2.Identification Number 3. Crop Year
` JI YES NO
4. Do the attached AD-1026A(s) list all your farming interests by county, and show current
SCS determination's? If"No",contact your County ASCS Office before completing this form.
5. Are you now applying for,or do you have a FmHA insured or guaranteed loan?
6. Do you have a crop insurance contract issued or reinsured by the Federal Crop
Insurance Corporation?
7. Are you a landlord on any farm listed on AD-1026A that will not be in compliance with
HELC and WC provisions?
"8. Has a HELC exemption been approved on any farms listed on AD-1026A because the
landlord refuses to comply?
9. List here or attach a list of affiliated persons with farming interests. See reverse or an
explanation. Enter "None", if applicable.
If items 7 or 8 are answered"YES",circle the applicable farm number on AD-1026A.
During either the crop year entered in item 3 above, or the term of a requested USDA loan:
YES NO
10. Will you plant or produce an agricultural commodity on land for which a highly erodible
land determination has not been made?
11. Will you plant or produce an agricultural commodity on any land that is or was a wet area
on which planting was made possible by draining, dredging, filling, or leveling or any other
means after December 23, 1985?
12. Will you, or have you since November 28, 1990,made possible the planting of any crop,
pasture, agricultural commodity, or other such crop by: (a) converting any wet areas by
draining, dredging, filling, leveling,or any other means, or, (b) improving, modifying, or
maintaining, an existing drainage system?
13. Will you convert any wet areas for fish production, trees, vineyards, shrubs, building
construction, or other non-agricultural use?
If answers to items "YES"for any one of these items,sign and date in item 14 be Ow. Circle the applicable tract
number on AD-1026A,or list tract number in item 12 on AD-1026A. ASCS will refer this AD-1026
10, 11, 12, or 13 are: to SCS for a determination. DO NOT sign in item 16 until SCS determination is complete.
"NO"for all of these items or SCS determinations are complete,complete item 16.
l hereby certify that the above information,and the information on attached AD-1026A's, is true and correct to the best of my
14. Signature of k o e ;eana belief. /
Producer
15. Referral To SCS Enter a V if a SCS determination-is needed because ate Referred Signatu of ASCS Representative
(Completed by ASCS) "Yes"is answered in item 10,11, 12,or 13. L�'� �•� ���l�lvh.
NOTE: Before signing in item 16, Read AD-1026 Appendix.
I hereby certify that the above information,and the information on attached AD-1026A's, is true and correct to the best of my
knowledge and belief. It is my responsibility to file anew AD-1026 in the event there are any changes in my farming
operation(s). In signing this form,I also certify that I have received and will comply with the compliance requirements on
16. Signature of AD-1026 Appendix.
Producer 11111111lo- Date
17.Remarks:
SCS COPY,

AIJ-1 U;db (Reverse) 106-07.91)
-rib INSTRUCTIONS FOR ITEM 9 of'AD-1026 '
T e pro ucer requesting benefits on AU-1026 shall attach to AD-1026 a list of the applicable affiliated persons with
farming interests who'are required'to file AD-1026. Follow the rules in this table.
IF producer requesting _ �—
benerits is a(an). . . THEN affiliated persons who must rile AD-1026 iff th_Wvebrming rnterestsare...v-.
individual , . spouse with separate farming interests,or who receives benefits under their individual ID number.
minor children with separate farming interests,or who receive benefits under their individual ID number.
NOTE: If the individual
filing is a minor child,the estates,trusts,partnerships,iand joint ventures that the individual filing or the individual's spouse or
father and mother shall be minor children have an interest.
listed as affiliates .
corporations that the individual filing or the individual's spouse or minor children have more than 20%
interest.
general partnership first level members of the entity
'pint venture
limited oartnershio
estate
revocable trust
Indian tribal venture
Indian group
irrevocable trust
corporation with stockholders first level members with more than 20%interest in the corporation.
State none
Church or other
charitable organization
count
1
city
public school
corporation with no
stockholders
KEY TO SCS DETERMINATIONS IN ITEMS 8 THROUGH 11 LISTED ON AD-1026A
8. HEL = Highly Erodible Land: 9. 027 = Approved Farm Plan (CPA-027):
"Y" = SCS determined highly erodible land. "Y" = Tract has an approved farm plan.
"N" = SCS determined no highly erodible land. "N" = Tract does not have an approved farm plan.
" = SCS has not made a determination. "V = HEL flag is"Y". Producer has a 2-year
grace period after soil survey is available to
obtain an approved farm plan.
10. A027 = Applying Farm Plan: 11. W = Wetlands:
"Y" = Producer is actively applying an approved toy" = SCS determined wetlands on this tract.
farm Ian. (*See footnote.)
"N" = Producer is NOT actively "N" = SCS determined no wetlands on
applying an approved farm plan this tract.
to of = SCS has not made a wetland determination
on this tract.
* SCS has determined a wetland does exist on this tract. Contact your local SCS office or ASCS office for details concerning the
location of the wetlands and restrictions applying to the land according to SCS determination before planting an agricultural
commodity or performing any drainage or manipulation on this tract.

•� '� , .4 ,: � hs�'t +rav'JY�y r. a I.�:.•r <s v *!a �.''yat'r t � -" 1 t iv..
y
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, 1 ♦} 'tY :� < ) /r { �Nyr °' � K . �lOs ' + Y IhJ ��+.1 .�-r' J!1 J ', .� 'Y��f
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yk
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C -etc•}.+r' .�:.r"' t y, .r � k', y'p �t 7.. ) ;.l� r! '': •+!7 ft 1 ti,�
'� t _ ppu �� .�.�.•. '✓ � P�� l I,Q.rf(/ � ;S�m�J-�T, -.., �S' rutii
b.,1pr 1\ Y. "a-e•'for"` 'i` 'pt L _-a`° '�..
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�4� d— •/ r" G 17?`ss , -�" � � _�� / . li• �+.r.r " (•x'L'C � �,� r'���C.. " + _ \.�i• � . •j
41m If=
r ' i r. f, � lti� •� � G � y� d@ , p }r: 7G -5, c �^r'1t
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yew• - r ,��• .-, �. _ , '" �' ���5. � 7 r l i� r J.`v! �_ w�� a / p
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It
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r7 � ;..•:y' L-/ >3."t}s/ v�,... ' {� i � ! CFI r 'r'g. � f��:'t. \l�!t^ •S+'"y ,�s7� � _.,
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.�L.,S:S.�.e�. . . .1 #r' .- ,43y: :L R;. i , ._:_1 /�i L h rO.Pt.i.eS�:%`i r� f.'�/S ��`u 1 ,'F�i.. .µ. .. ..r. _:.•L``�:T'

U
U.S.Q.b SCS-CPA-026 1. Name and Address of Person 2. Date of Request
Soil Conservation Service (June 91) Lu-)YLai
CIO
8 '� �, 3 County
HIGHLY ERODIBLE LAND AND WETLAND p
, �- uj
CONSERVATION DETERMINATIONo. 194*\ �
4. ..,one of USDA Agency or Person Requesting Determination 5. Farm No.and Tract No.
(24 .S`07 o
SECTION I-HIGHLY ERODIBLE LAND
FIELD NO.(s) TOTAL ACRES
6. Is soil survey now available for making a highly erodible land determination? Yes No❑ .=41
t :
7. Are there highly erodible soil map units on this farm? YesXf No❑ l '
8. List highly erodible fields that,according to ASCS records,w re 3sed to produce an agricultural commodity in any
crop year during 1981-1985.
9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records,were not used for this purpose in any crop year during 1981-1985;and were not
enrolled in a USDA set-aside or diversion program.
10. This Highly Erodible Land determination was completed in the: Office VT Field❑ 3s� ti4 .
SECTION 11- ETLAND
FIELD NO.(s) TOTAL ACRES
11. Are there h dric soils on this farm? Yes No❑ � �'
12. Wetlands(W),including abandoned wetlands,or Farmed Wetlands(FW)or Farmed Wetlands Pasture(FWP).
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23,1985,as long as they are not
abandoned.
13. Prior Converted Cropland(PC). Wetlands that were converted prior to December 23,1985. The use,management,
drainage,and alteration of prior converted cropland(PC)are not subject to the wetland conservation provisions uriless
the area reverts to wetland as a result of abandonment.
14. Artificial Wetlands(AW). Artificial wetlands includes irrigation-induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
15 Winimal Effect Wetlands(MW). These wetlands are to be farmed according to the minimal-effect agreement signed
time the minimal-effect determination was made.
16. .1gation Wetlands(MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23.1985 and November 28,1990.
17. Restoration with Violation(RVW-year). A restored wetland that was in violation as a result of conversion after
November 28,1990,or the planting of an agricultural commodity or forage crop.
18. Restoration without Violation(RSW). A restored wetland converted between December 23,1985 and
November 28,1990.on which an agricultural commodity has not been planted.
19. Replacement Wetlands(RPW). Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
20. Good Faith Wetlands(GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
21. Converted Wetlands(CW). Wetlands converted after December 23,1985 and prior to November 28,1990. In any
year that an agricultural commodity is planted on these Converted Wetlands,you will be ineligible for USDA benefits.
22. Converted Wetland(CW+year). Wetlands converted after November 28,1990. You will be ineligible for USDA
program benefits until this wetland is restored.
23. Converted Wetland Non-Agricultural use(CWNA). Wetlands that are converted for trees,fish production,shrubs,
cranberries,vineyards or building and road construction.
24. Converted Wetland Technical Error(CWTE). Wetlands that were converted as a result of incorrect determination
by SCS.
25. The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
with FSA.
26. The planned alteration measures on wetlands in fields are not considered to be maintenance and it
installed will cause the area to become a Converted Wetland(CW). See item 22 for information on CW+year.
27. The wetland determination was completed in the office❑ field and was delivered❑ malledEid to the person on
28. Remarks.
OVX eAcy `' n OK(q-;�. 'Refer to Attached Map For Areas
CIP'N Covered ByThiS Determination'
29. i certify that the above determination is correct and adequate for use in determining 30. Signature of SCS District Conservationist 31. Date
eligibility for USDA program benefits,and that wetland hydrology.hydric soils,and
hydrophytic►vegetation under normal circumstances exist on all areas outlined as Wetlands Farmed Wetlands and Formed Wetlands Pasture.
Assistance and programs of the Soil Conservation Service available without regard to race,religion,color,se , ge, or handicap.
S('S Cc)i-)y

�..United States Natural Resources : P. O.Box 277
Department of Conservation" Kenansville,NC 28349
Agriculture Service Telephone [phone]
June 5, 1995
Mr. Lumas Turner
c/o Jimmy Turner
Route 5 Box 205
Kinston, NC
Dear Mr. Turner:
Enclosed is your copy of a wetland determination for tract 5730 on which you indicated your
intent to clear some land. The attached map has been delineated to show the area(s) in
question. Each area to be cleared has been identified with a symbol to denote its classification.
Below is an explanation of the various symbols that may pertain to your map.
x NW-Non wetland- Area is non wetland and can be cleared and utilized without
violating Farm Bill.
This determination is only for the area delineated on the attached map. If you plan to clear
more acreage than that shown on the map, you should request another wetland determination
for that area.
This determination has the concurrence of the US Army Corp of Engineers for purposes of
Section 404 of the Clean Water Act. Prior Department of the Army permit authorization will
be required for any discharge of excavated or fill material into waters or wetlands on this
property. A permit is not required for work restricted entirely to high ground. For project-
specific Department of the Army permit requirements concerning your proposal, please contact
Marta Boris at 910-251-4611. Please use Action ID 199503426 when referring to permits
associated with wetlands identified by this letter.
I have tried to make this determination as fairly as possible. However if you believe this
determination is incorrect, you have the right to appeal. To appeal send me a brief letter
explaining why you believe this determination is incorrect. Send the letter to the address on
the letterhead. This letter should be received within 15 days of your receipt of this letter.
Sincerely,
X-1 L L0411cj�1
Michael E. S ugg
District Conservationist
Ibc Nattual Rowuroea Conservation Service.
formerly the Soil Conservation Service,
is an a;eacy of the
United Slates Department of Asrieultum AN EQUAL OPPORTUNrN EMPLOYER

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action DD: \0PN\3142 Gv County: 3:1 tl�l
Concurrence Notification for NRCS Jurisdictional Determination
Property Owner/Operator: fr\ey- lo _�'%NNMUTif-v-,c
Address: _tZA J A--Nk 2M
Telephone Number:
Farm Number or Tract:
Size aad'r r e �.
_ L„�a�ian Property ty acreage, waterbody, road nzme/numb.,A., to.vn, „tom.,.
Delineator/NRCS Representative:
Indicate which.of the following apply:
❑ I concur with the wetland determination accomplished for the above described
property. As this determination does not provide information regarding the
specific limits of wetlands on the tract, it is strongly suggested that the wetlands
be delineated,verified, and surveyed prior to any manipulation of the property.
Such mapping would help to avoid any unintentional disturbance of wetlands on the
site, assist in planning, and may be required prior to issuance of any permit.
❑ I do not concur with the wetland determination accomplished for the above
described property. (Rationale must be provided as an attachment to this form.)
I concur with the wetland delineation accomplished for the above described
property. It is strongly suggested that the wetlands be surveyed to help avoid any
unintentional disturbance of wetlands, assist in planning, and provide information
which may be required prior to issuance of any permit.
❑ I do not concur with the wetland delineation accomplished for the above described
property. (Rationale must be provided as an attachment to this form.)
Prior Department of the Army permit authorization will be required, in most cases, for any
discharge of excavated or fill material into waters or wetlands on the above property. A permit is
not required for work restricted entirely to high ground. For project-specific, Department of the
Army permit requirements concerning your proposal, please contact:
_ 1 N. at
Project Manager Signature: �`��:�:'t-�^�,, i�!1.�`: ��,;L ,..:•w: Expiration Date: .
c�
i

United States Natural Resources P. O. Box 277 /D
Department of Conservation Kenansville,NC 28349
Agriculture Service Telephone [phone]
May 16, 1995
Mr. Jeff Richter
US Army Corp of Engineers
Regulatory Branch
P. O. Box 1890
Wilmington, NC 28402
Jeff:
Enclosed is a wetland determination/delineation for Lumas Turner that I did according to the
Corp manual. As required by policy and the MOA, I am forwarding the data sheet and other
pertinent information to you for your review and comments. My understanding is that you
will respond within 45 days as to whether this determination is valid for Clean Water Act 404
purposes. Please respond sooner than 45 days if possible. If you have any questions, please
contact me.
Sincerely,
Pf I
Michael E. Sugg
District Conservationist
enclosures
'Ibe Naousl Resources conscn►ation Service.
formerly the soil Com cordon Service.
is an agency of the
United States Department of Agricubuc AN EQUAL OPPORTUNITY EMPLOYER

• • • ; • - . -
1 Ir1'--
ONWATERSHED AREA MEASUREMENTS
CROPLAND-ACRES
WOODLAND-ACRES TOTAL-ACRES, ;WNIXG)
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS, WERE MADE (Approx. wale 111 -feet)
Locate reference point -in center line of dam and Identify on sketch.
■■■■■■■■■■■■ ■■■■■■■■■■■■■
■ ■■■ ■■■■■■■■■■■■■■■■■■
■�■ MEN NONE MEE IMEMINEMMI'M
■■ MENEM ■ ■ IMEMEMME■
■■ MENEENE MENIMESIMEMEM
MEMO MEEN■ MEMMINIMEMMEMEM
MENEM NONE EMMMIEMIEMMEMIMM
=MEN ENEENEEMENIMEMMEEM■
■ ■■ No No IMENIMEMENIME
MEMNON MEE ME IMMENEMEM11101
■■■ENE■■■■■■■�■■■■■�■■�■■■
MEMEMEMMEEMMENEEMEN■ mom■■
MENNOMEMEM■■ NEEMEMIN NONE■
■■on MENEM 0000000000=0
BORING NUMBER AND PROFILE
Make and Ust dam-site and spillway borings first.Men ponded area and borrow pit borings-separate with u#Mcal red line.
lContinued on back where necessaw) Show water table elevations on dam-site borings.
Imo' �• �•' l�BIE3-lEAMIm11 WIm10100101©
L � i■I■I■i■1■I®l�;■1■1■1■I■I■I�i■ICI■1■I■1■I■I■
®�1!■1■1■1■1■I 1 � ;■I■I■1■I■!■1■i■I■i■i■1■1■1■1■
®®if�ll�I�lill■f I :■I■;■I■i■I■I�l■I�■I■I■I■1■I■
MUS NEON 011�ll!!!!IN!■iOl■IN1E1■1NI■1NIOI■
=00101 I■I■IMUNNIMI■I■I■INI■I■I■I■I I■I■I■
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�®1 i■1■I■ I®I■I■I■I■I■I■!■ill■I■1■I■I■I■I■I■
= ®I 1■1■1■I I�il■I■I■I■I■1■�■ICI■I■I■i■!■I■1■I■
�' - � ®I■i■I■I■1■I�11■I !■!■I■I■■I�l■I■1■I■I■i■1■1■
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.• GS MADE

16
TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below) '
UNIFIED CLASSIFICATION USDA CLASSIFICATION
GW-Well graded gravels; gravel, sand mix g-gravel
GP-Poorly graded gravels s-sand
GM-Silty gravels; gravel-sand-silt mix vfs-very fine sand
GC-Clayey gravels; gravel-sand-clay mix sl-sandy loam
SW-Well graded sands; sand-grovel mix fsl-fine sandy loam
SP-Poorly graded sands 1-loam
SM-Silty sand gl-gravelly loam
SC-Clayey sands; sand-clay mixtures si-silt
ML-Silts;silty;v.fine sands;sandy or clayey silt ail-silt loam
CL-Clays of low to medium plasticity cl-clay.loam
CH-Inorganic clays of high plasticity Sid-silty clay loam
MH-Elastic silts scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity sic-silty clay
OH-Organic clays, medium to high plasticity c-clay
1. Suitable material for embankment is available ❑Yea [DNo (indicate where located on the sketch on
nwerse sl"
REMARKS: NO ,�o,e 41 A-,d7l C7'5_r ',e��D
d a/ � T ' 4 /9 60oN .2 i/9f✓3,/a�' "Q t��'f/ /S �pa0/_R"a
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�kA.•v.Gp A w0 lVa-r/0
cm2. 9irLn6ifi'aDD•requiringspeattention
in design (Seepage,spring..rock etc.1
feel ova[ 0 )"W-v )o-- S2,,1A Sc o0fe.4 C At Biel&A ro PL/9C,N C�A� .G♦
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-
�'..n��A c TNo•�/, �.��o Tis/i G`C it/a'�SS �� �iN�'iC<��o ,o,,,� �V�r:� S��-%,o
GENERAL REMARKS: Lev,G t- 50 �• N���,
24 25 26 27 128 1,29 36.131. 132 33 1134 35 36 37 311 39 40 41 42 43 44 45 46 47 48 49 50 61

WATERSHED AREA MEASUREMENTS
CROPLAND—ACRES PASTURE—ACRES
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx.scale V= feet,�
Locale reference point 'in center line of dam and Identify on sketch.
MMMk
ORM MENEM ENE MIENMENME
599 MENEM E 0 IMEMMEMEM
N225 NEENEE MENIMMISMINMEM
ElD — MMEMIN EMMMEIMEMMEMMM
[via N EMEM MENEEMEEMNERIE
&moon ENEEMEMEMEMIMMMEMEM
M ENGINE 0
L40M EMENSIMENEMMEEMEM
ME 10MMEMENEMEMMENE SIMON
012Z 01"IMMEMEMEEMMEEN
MENNEIRIMENE ENIMENIME
I MENEM 1101001100MMEMME
BORING NUMBER AND PROFILE
Make and
dam-site and spillway borings first.t)jen ponded area and borrow pit bortngs-separate wjM Loerrical red line.
fContinued
le
back
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���I■I■ICI■I����I�I�I��I�I�I�I�I�I�I�I�I

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION USDA CLASSIFICATION
OW-Well graded gravels;.gravel, sand mix. g-gravel
GP-Poorly graded gravels s-sand
GM-Silty gravels; gravel-sand-silt mix vfs-very fine sand
GC-Clayey gravels; gravel-sand-clay mix sl-sandy-loam
SW-Well graded sands; sand-grovel mix fsl-fine sandy loam
SP-Poorly graded sands 1-loam
SM-Silty sand - gl-gravelly loam
SC-Clayey sands; sand-clay mixtures si-silt
ML-Silts;silty,v.fine sands;sandy or clayey silt s-il-silt loam
CL-Clays�of low to medium plasticity cl-.clay loam
CH-Inorganic clays of high plasticity sicl-silty clay loam
MH-Elastic silts scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity sic-silty clay
OH-Organic clays, medium to high plasticity c-clay
1. Suitable material for embaalrment is available [�ee 0 No (Indicate where towtee on tti.:Aonh on
REMARKS: 7-AW ed /S /9 64 yA7,0 Ind Ti ',e14 L o e $/TiL Iqr� �'�CA y
��•� v1Ngd AToX LV. /,6L Aowk-1 7"-6 3o,�iQosd QAPom wit.o /4,2it" Iq,vD
.r�I .9 T7lk-n,(IV42 •iPAI-jcs Ae 6-G A 7-1 oAl,
2. Explain hazards requiring special attention is design (Seepage,so,i„o,.,vck stc.�
GENERAL REMARKS:
24 25 26 27 28 29 30 31 32 33 34 35 36 37 3-8 39 40 41 42 43 44 451146 47 48114911501151,

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U.• S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner County Pe-/Al
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Z ;. O Ft.
Date of Field Hazard Investigation .
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. :Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements : Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. Ft. Ft.
1
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach �o _ - 7Z '�A�
et v0
T
Hazard Classification of Dam aD b, c) (see NEM-Part 520.21)
,cAa-,voW.Dw Classification (I, II, III IV, V)
By Ze, Date
nam t e
Concurred By ri_ �QCS Date -Z 2 - 175
name (titlej
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

INSTRUCTIONS
1 Conservation Servicei
All dams built with technical assistance from the So
must have a hazard classification assigned by the person responsible for
approving the design. Most farm ponds, except in borderline cases, can
be classified after a complete field investigation without assuming failure
and making breach studies. This data sheet is to be used for recording
the information obtained through field studies and for documenting the
hazard classification. Where there is a possibility for loss of life or
major property damage from a dam failure, an approved breach routing
procedure is to be used. (Consult with the area engineer.)
Hazard classifications of dams are made by evaluating the possibility
for. loss of life and the extent of damage that would result if the dam
should suddenly breach--that is--a section of the dam be suddenly and
completely washed out. It is to be assumed that a wall of water will be
released equal to the height of the dam. This flood wave will be reduced
in height as it moves down the flood plain. The wave height (depth of
flooding) should be evaluated for a sufficient distance downstream until
the estimated flood level will not cause significant damage to improvements,
such as homes, buildings, roads, utilities, reservoirs, etc. The breach
flood level will be reduced depending on the valley storage, slope, and
openess of the flood plain; however, in a narrow steep valley slopes
steeper than 10% should be given special consideration. One method of
evaluation is to compare available valley storage (under flood conditions)
to impoundment storage (figured to the top of the dam) for each reach
evaluated with a judgment estimate made of the flood wave height at all
critical points downstream.
Should there be any questions about the hazard classification for a dam,
the area engineer should be consulted before making design commitments.

r
1705 Jenkins
Pond i
11
110�jl
/i
ZONE X �V
A
1732
/ice
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ZONE X
4
p \1 1
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r �\
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n ,gyp ��fj
LA 1731
Sanderson ••��'
Fish Pond
7�
ZONE X F735
\�
X.
X.
ZONE A 176

0
o a
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1131 ;
/ j q
38
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a
l ' 1
Af 1703
ILAVILLE to KM -43 (SEULAVILLE) 44 '46 •47{30 246 1470...E '
S N NE
SCALE 1:24 000
.5 0 KILOMETERS 1 2 k M To./A J C .ef,e Primary hij
o METERS 1000 2000 J(MnL y hardsurfac 5 a 1 Secondary
MILES hard surfac
ow 2000 3000 40W 5000 6000 7000 9000 : 9000 10000
FEETQ Into
CONTOUR @fMEVAL 2 METERS
NATIONAL GEODETIC VERTICAL DATUM OF 1929 N C.
CONTROL ELEVATIONS SHOWN TO THE NEAREST 0.1 METER
OTHER ELEVATIONS SHOWN TO THE NEAREST 0.5 METER
QUADRANGLE LOCATION
THIS_M.11—GOMPILES..Nf1 K-UA1=AI MAP A=JRACY_._?ANAP�7..�
FOR-SAEE--BYTAI,�.6E0406I66Ye,5i1R1�76S REr 14s7�I8 1
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V
SHEET I OF 2'
SPEC I F I CATIONS FOR CONSTRUCTION OF WASTE i-REATPIEi'3T LAGOONS
FOUND i iT I ON PREPARAT I ON:
The foundation area of the lagoon embankment and b►..►il.ding pad szhall be-
cleared of trees, logs, stumps, roots, brush , r3oult:er-:3 ,sod and r-,'Ibbish .
Satisfactory disposition will be made of all debris. The topsoil
the lagoon and pad area should be stripped and stock:p i leci -f-CIF USE? On
the d i E::e and pad areas. After stripping , the founda t i.o-n av-ea of this
lagoon embankment and building pad shall be thoroughly it-c:senec:t �a►
to placing the first lift of fill material to get a good bond .
EXCAVA T ION AND EARTHf=IL-L PLACEMENT:
The completed e:;cavat ic:n and earthf i l l shall conform to the lit►es
grades, and elevations shown on the plans. Earthfill material shall
be free of detrimental -Atl OUI-1ts Of si(:Idj ►'-fot_:ts, t►'"£�::r'►'l `:se� i 1 � ;rist�:t� =:=-s i��'.�'►-
6 inches in diameter , and other ob.iectionoble 'mater-i-Eal. . Ti ti'i r:tE;..nt
they are _sui table, e;,cavated materials :::_an be U•.:sc:-d :+_s fill . t t,_x -41 i I I
shall be brought up in app►-o:•:imately ho►"i.:==.ntal lavers not to 9
i n c h e s i!'1 th i c k n a{ss when Ioc:se and pr for to d-0mp:tct ic. 1. E__:1ch laVe1_
will be compacted by romp le to (-overt{ge with the tiEAU1. i.►•1g aYId sf--)V-e•tcii.►►g
eclUipment or standard tamping rc:.11er cir other ec.tUival.ent MEl t,h:::::-1 .
Compaction will be considered adequate when fill. material i•._ t�t:::s{:�► -eci
to consolidate to the point that settlement is not readily
MOTE THE SPECIAL. REQUIREMENTS FOR PLACEMENT OF LINERS IN L."I NE R
SECTION OF THIS SPECIFICATION. The embankment of the lagoon tic.?
installed using the more ifflpel-ViOLAS materials from the reCILAired
e,:cavati01-1s. Constf-LActi01-1 of fill heights shall include 1() ,=ov-
sett lement . Dikes over 15 feet in height and with, :-an i.IlipOUndment
capacity of 10 acre-feet or more fall under the of the N(--
Dam Safety Law. The height is defined as the difference ir► elev-a{_i.on
from the constructed height to the downstream toe of the, dike..
PrecaUt iOns shall be taken during c_c::nstr-LAC:t.i.c:►-► to pre vL_,rit exce.-HIs i ce
e!-o-s-i:-in and sedimentation.
LINER: THE MINIMUM REQUIRED TH I CE:NESS SHALL- FEE 1 .5 f t .
-•----- _�uLG -G /��'�=�~/�'t�Ui,P�� ram../ s��r .S�a�,E's fin, 0 /3r- i-"��-.�j '
NOTE: LINERS _ FULL) ARE REQUIRED WHEN THE ATTALCHEIf
INVESTIGATION REPORT SO INDICATE OR WHEN AREAS AS L E SCR I E,E:D BE[.-OW ARI,
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOIL'
When areas of unsuitable material are encountered , they, will bt_
e:,cavated below finish grade to the specified depth as Me•asL.►r�=d
perpendicular to the finish grade. The foundation shall !:e back:f i. l led
as specified to grade with a SCS approved material t ica
REFER TO THE SOIL-S INVESTIGATION INFORMATION IN THE FLANS FOR S"r=' C I AL_
CONSIDERATIONS.

^
, .
SHEET 2 OF 2
��� Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner . The moisture content of the liner
material shall not be less than optimum water content during placement .
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material . When smooth or hard , the previous lift
shall be scarified and moistened as needed before placement of the 4-
1 i f t .
The single most important factor affecting the overall compacted perme-
ability of a clay liner , other than the type of clay used for the
liner , is the efficient construction processing of the cumpacted liner .
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment .
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator (rocks)
or using flexible outlets on waste pipes.
�
`
Alternatives to soil liners are synthetic liners and bentonite sealant .
When these are specified , additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
----------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans . The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded . Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding . Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates .
REMOVAL OF EXISTING TILE DRAINS
`
When tile drains are encountered , the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

. V
Operatc-r- :LUMAS TURNER County: DupI in Date: Rj:` 1c;—1:15
Distance to nearest residence (other than owner ) : e(10 0 feet'
1 . AVERAGE LIVE WEIGHT (ALW)
0 saws (farrow to finish ) 1.4.17 lbs. c:, 1tj=
0 sows (farrow to feeder- ) X 522 lbs.
12 t10'head (finishing only) 135 lbs.' 1 " 2c:�c:�i:s'].b_
0 saws (farrow to wean) X 433 lbs. -= 0 1 b
to head (wean to feeder ) :: 30 lbs. — C lbs.
De-Scribe other- - : ii
--Total _Average-Live Weight =- 162i ji Ji
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
VO 1 Ume - 1 62s?t?c_ti lbs. ALW Treatment Vo l a:ne(CF ) l b . ALW
Treatment Vc►lume(CF) /lb . ALW == 1 CF/l b . ALW
Volume = 16200(--) cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION — N0V9' 1✓CtuDab A4- 0U)A&Q 5 R L QUEST.
'SIuDGE WtLL 56 eemwni QS A)661 -
VC,1Lane = c::.(7_)0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet ) ---___._w--.._—_-__-.—___._.--------- M 1 P7
; .
Inside is o p width (feet )____.----_-•--_-___.__.__.__.__._-•----•-- 2 c-)c i. AV-We WIM i H. SEE
Top of dike elevation (feet )----_-__._.—_—_.__—_..__.___-- 0-c_i- GIUD 5keeT Vow—
Bottom cif l a cj o o n elevation (f e:a t }-__.____._.___.._.._..__.___.. 40. .-)' A MAL 01ft)EN SIDAUS.
Freeboard (feet )--__-.--_.----•_------•-•__--_. _______._._..__.._..._._____. 1 .C}-
Side ( insidt? 3.0 : 1
Total design volume using prismoidal f•c;i-•MUla.
_3F *END1 ;aS/END2 SS/SIDE1. (*- /SIDt=..i::•: LENC�1-Fi 4WTI'l"ti �:;E:F='TI-i
3.C.), 3.0 ' 3.c"a 3.c:�c:t " c'1. 1 .c:, 1 e'•f 9.c:
AREA OF TOP
LENGTH WIDTH =:
211 .o ' 194• 40934 (ARE'A OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH
157.0' 140..0.' 20 (AREA OF ao-r-T-ow,
AREA OF MIDSECTION
LENGTH * WIDTH 4'
184.o' 16'411.c:) 1.2291.2 (AREA OF M I D ECT I C jN 4
CU. FT. .= [AREA l-OP + (4*AREA MIDSECTION) + AREA; 1-301-TOM:] FJL-r`1-H/
A-o934.i?' 122912.0 2 1.9Pc:}.c-)
Total Designed Volume Available :-_ 271P,,7,33? (aU. F T.

" .
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
217.0 ^' 200 0~ 43400 0^~ fe t
. . square e
Buildings (roof and lot water )
yT"».°
9175.0 '�3quare feet Describe this area.
TOTAL DA 52575 0 square feet
�
Design temporary storage period to b e 180 days.
5A. Volume of waste produced
~ -
Feces & urine production in gal . /day per 135 lb . ALW 1 .37
(� ^
` Volume = 162000~ lbs. ALW/135 lbs. ALW * 1 .37 gal/day 180 days
Volume = 295920~gals. or 39561 .5 ~cubic feet
t
58. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7 .48 gallons
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 = 30668.8�cubic feet
r
-

rI-
5D. Volume of 25 year -- 24 hour- storm
Volume = 7.5 inches / 12 inches per foot DA
Volume = ;a2_85 .4 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 39561 cubic fief,
5B. 0 cubic fer-,t
5C. 30669 cubic feet
5D. 32859- c ub i.c feet
TOTAL- 1c_)309Ci Cubic feet
6. SUMMARY
Temporary storage per-iced=-=:..=-____-___.____-_.:_::.__ 18C) d:,;-=s
Rainfall in excess of "?.�_}
'?25 year- - 2� hot - . inches;
F►-caebt_F r-d=::::_::::.-:'::::::::-::.::.::::::_.::::::_:_::::_:::M=:_::::_::- _:_:=:__::::::. 1 .() .h
Side s].r:�p e s===::_-:::_::_:::::::::_-:_:_:::::::: _:_::====_===::::::__:::;_:__,:_= . :3.c:: j.
Inside tap lr->>igtF� ,17. _ _
Inside top w i ti t h=--__...-_._..._.�._.._.__---_...._-------__:::__.�._:__---. c"�'x r f c^t r E3 c t
T o p o f d i k e e 1 e v a t i ri-�..__------=-._.__:__::___-----------------. 5 t_,.t;"! f e(-.at
Bottom of lagoon e l e va t i C► 4 r _r_►r f E_,c;t;
Total r-equ i r-eci c?65C)QC'.
Actual design vc�].ume=-------�__.__.:�___-_-•--•--=_--._.._:__._: 27 ,7'-1 Q
C U r t .
Seasonal high water-table elevation (SHW'T):------. 45.50 feet;
Stop pumping • 46.+.(:? -}=e e t -�
Must be or =- to the SHW'T 45. r_, fee•; '
Must be > or = to min. r-eq . treatment el .=-. 46.00 feet •
Requir-ed minimum treatment volume==:==:_=:=-===:=:' 162iy acy c�_�. ft '
Volume at atop pumping elevation-_===_=____=: 16654P_, c�. ft,/� s Tv��
S t a)-t pumping e l e v.w-_-_----__--___:__------.-___-__:_-----_. 48. 1 c' f ef-2 t; -
Must be at bottom of freeboard & 25 vr-. rainfall
l
Actual volume less 25 yr .-- 24 h r- . rainfall= 245680 L-_u. f t .-
Volume at start Pumping e l eva t i a ra==:======__-: 242874 c U . f t O ikk_
�:ei]u i y-f�d va 1L.i►lie to be p�.�mped�==:=-__--_-•--•----•--_._._� 7C'23!? cu. i=t .-,
Actual volume planned to be pumped===:__..___:_-. '76326 c-U. f
Min. thickness of ­20 1 liner- when r-e:il!i r-i_atJ'= 1 .5. eI: �
?. DESIGNED BY: � � APPROVED B Y :
��vr4
DATE: B'/P-9S Df4TE
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS

��
. . . ��
. .
SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
�
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather , flushing operations , and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for :
( 1 ) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour' storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throu. hout the year and from year to year , but excess
rainfall will vary from year to year . The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building (s) . If the outlet pipe is not installed at the elevation to
begin pumping , a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth .
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit , such as
weather , soils, crop , and equipment in order to apply waste without
�r
` runoff or leaching .
Land application of waste water is recognized as an acceptable
method of disposal . Methods of application include solid set ,
center pivot , guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out :
1 . It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up . Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid . Fresh water should not
be used for flushing after initial filling .
2. The attached waste utilization plan shall be followed . This
plan recommends sampling and testing of waste (see attachment )
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 48. 10 as marked by permanent marker . Stop pump-
out when the fluid level reaches elevation 46.00 . This temporary
� storage, less 25 yr- 24 hr storm, contains 70230 cubic feet or
525322 gallons.

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

. ~~~
. " .
SEEDING SPECIFICATIONS
AREA TO BE SEEDED: 1 .00 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.00 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.00 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
0.00 LBS. ' PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO JUNE 15
8.00 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.00 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.00 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEED IN8 DATES: DECEMBER 1 TO MARCH 30
�
LBS.
APPLY THE FOLLOWING:
1000.00 LBS. OF 10-10-10 FERTILIZER ( 1000 LBS. /ACRE)
2.00 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100.00 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 BAHIA8RASG IS ESTABLISHED.
�
�
`

s '-
OH-Very-2.0 US Department of Agriculture
Soil Conservation Service
QL ANT I TY CALCULATIONS
prepared for
L -etai ink:E3 -rLJF-z"E:FR
in
Wayne County, North Carolina
Designer : JC FORD Checker ---------------
Date : 08/10/95 Date
Job Number 1LT
-------------------------------------------------------------------------------
I #* Excavation * I ** Fill **
Bc-t Left Right Off-CL I CL Dist I Area Volume I Ai ea Vc.l ume
Width SS SS (ft ) I Sta (ft ) I (SgFt ) (Cu.Yda) I (SgFt ) (CUI .Yds)
1 1 1
98 .c 1: 1 3: 1 128.o i ()+81 1 935. 1 1
1 19 1 6c1 .3 1
92 .i;: 1 3: 1 128.0 1 1+oo 1 915.9 1 C..ci
1 100 1 3�r89.9 1 c_),�f
92 .o: 1 3: 1 128.o I 2-i-oo 1 752.7 1 .c i
1 43 1 1118.7 1 0.0
1 3: 1 128.to "".i -- 2+43 1 652. 1
1 I
I Total - 4859.9 1 Total
CSTWO ATC 0fr AD-1)m 0&AL D1�4E UTW EW Ou> 4 IVE w 56 C OYO
('&) (ZI01) /Z7CF`&y ' S C
'<00 L ExCAUA-000 0� Ew 5 Ec i 1y 0
E X CAVK t0N FOE CLAY LINER Cy
T(riAk Ex C AUAL 0 0� = 8 0 C

Vs
a
OH-Vers-2.0 US Department of Agriculture
Soil Conservation Service
DATA PO I N•1"S
prepared for
L_U1-1n- 0 TI__9FZPQE--1Z
in
Wayne County, North Carolina
Designer : JC FORD Checker ...............
Date : oB/lo/95 Date
Job dumber il..T
------------------------------------------------------------------------------------
TEMPLATE DATA:
Beginning Elevation = 40.00
Beginning Station - +t31
+81 to +81. C\ .001CL92/3 c_),(:)c:)o(--)c:) f•t :f•t
+81 to 1+oo C\ .001CL92/3 0.00000 f t/f t
1+00 to 2+00 C\.001CL92/3 c_1,(:)c_aC)()c_a ft/ft
2+oo to 2+43 C\ .oOICL92/3 o.ciii0o(-.) f t/ft
SECTION NUMBER 1
Centerline Station +el
ORIGINAL DATA: (distance / elevation)
125.o / 51 .o 1 5o.c i / 49.o 2t 0.0 / 48.7 250.0 / 48. 1 3c iE_a.o / 46.3
SECTION NUMBER 2
Centerline Station 1+0o
ORIGINAL DATA: (distance / elevation)
125.o / 5o.9 13o.o / 5(:,.7 140.0 ! 50.2 150.0 / 48.6 2o0.0 / 48.5
c50.c i / 48.C, 3i Ica.i� / 4.6.6
SECTION NUMBER 3
Centerline Station 2+i?(-.)
ORIGINAL DATA: (distance / elevation)
12ZJ ! 49.6 130.0 / 49.6 14o.0 / 49. 1 150.0 ! 47.3 c-i ac_a 46.9
2 50.0 / 46.5 300.c i / 45.8
SECTION NUMBER 4
Centerline Station 2+43
(11"1:IGINAL DATA: (distar•ice / elevation)
i 2 5.o ! 47.6 150.0 / 46.3 2 )0 0 / 46 . :` 46.C. ;� 1 45.E

t0tt)b fulZA)CIZ mem
j --- IL4 - -----
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AD-1 U26 J06 0]-9t) UNITED STATES DEPARTMENT OF AGRICULTURE POTM Approved-OMB No.0560-0004
HIGHLY ERODIBLE LAND CONSERVATION (HELC) AND WETLAND /.
CONSERVATION (WC) CERTIFICATION 6 I
1. Name of Producer 2. Identification Number 3. Crop Year
YES NO
4. Do the attached AD-1026A(s) list all your fanning interests by county, and show current
ty� SCS detenninations? If"No", contact your County ASCS Office before conquering this fornt.
S. Are you now applying for,or do you have a FmHA insured or guaranteed loan?
6. Do you have a crop insurance contract issued or reinsured by the Federal Crop
Insurance Corporation?
7. Are you a landlord on any farm listed on AD-1026A that will not be in compliance with
HELC and WC provisions?
"8. Has a HELC exemption been approved on any farms listed on AD-1026A because the
landlord refuses to comply?
9. List here or attach a list of affiliated persons with farming interests. See reverse or an
explanation. Enter "Nate", if applicable.
If items 7 or 8 are answered "YES", circle the applicable farm number on AD-1026A.
During either the crop year entered in item 3 above, or the term of a requested USDA loan:
10. Will you plant or produce an agricultural commodity on land to h a highly erodible res No
land detenmination has not been made?
11. Will you plant or produce an agricultural commodity on any land that is or was a .vet area
on which planting was made possible by draining, dredging, filling, or leveling or any other
means after December 23, 1985?
C 12. Will you, or have you since November 28, 1990, made possible the planting of any crop,
pasture, agricultural commodity, or other such crop by: (a) converting any wet areas by
draining, dredging, filling, leveling, or any other means, or, (b) improving, modifying, or
maintaining, an existing drainage system?
13. Will you convert any wet areas for fish production, trees, vineyards, shrubs, building
construction, or other non-agricultural use? - �}
cq
If answers to items "YES"for any one of these items,sign and date in item 14 be ow. Circle the applicable tract
number on AD-1026A,or list tract number in item 12 on AD-1026A. ASCS will refer this AD-1026
10, 11, 12, Or 13 are: to SCS for a determination. DO NOT sign in item 16 until SCS determination is complete.
"NO" for all of these items or SCS determinations are complete,complete item 16.
I
I hereby certify that the above Information,and the information on attached AD-1026A's, is true and correct to the best of my
14. Signature of k o le ge and belief. /
Producer
15. Referral To SCS Enter a it a SCS determination is needed because t�-,,/Date Referred Signatur of ASCS Representative
(Completed by ASCS) 'Yes-is answered in item 10, 11, 12.or
NOTE: Before signing in item 16, Read AD-1026 Appendix.
I hereby certify that the above Information,and the information on attached AD-1026A's, is true and correct to the best of my
knowledge and belief. It is my responsibility to file anew AD-1026In the event there are any changes in my farming
operation(s). In signing this form,I also certify that I have received and will comply with the compliance requirements on
Signature of AD-1026 Appendix.
Producer
Date
17.Remarks:
i
SCS COPY

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'U.P.D.A. SCS-CPA-026 1. Name and Address of Person 2. Date of Request
Soil Conservation Service (June 91) Lu_Pv,,cti
C/o J4.4v-t-1 T t,Ma., 3 County l�
HIGHLY ERODIBLE LAND AND WETLAND p j- S�_fK
CONSERVATION DETERMINATION
4. rv­ie of USDA Agency or Person Requesting Determination 5. Farm No.and Tract No.
0
SECTION I-HIGHLY ERODIBLE LAND
FIELD NO.(s) TOTAL ACRES
6. Is soil survey now available for making a highly erodible land determination? Yes No❑
7. Are there highly erodible soil map units on this farm? Yes No❑
8. List highly erodible fields that,according to ASCS records,w re 3sed to produce an agricultural commodity in any
crop year during 1981-1985.
9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records,were not used for this purpose in any crop year during 1981-1985;and were not
enrolled in a USDA set-aside or diversion program.
10. This Highly Erodible Land determination was completed in the: Office Field❑
SECTION 11• ETLAND
FIELD NO.(s) TOTAL ACRES
11. Are there hydric soils on this farm? Yesks No❑
12. Wetlands(W),including abandoned wetlands,or Farmed Wetlands(FW)or Farmed Wetlands Pasture(FWP).
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23,1985,as long as they are not
abandoned.
13. Prior Converted Cropland(PC). Wetlands that were converted prior to December 23,1985. The use,management.
drainage,and alteration of prior converted cropland(PC)are not subject to the wetland conservation provisions uriless
the area reverts to wetland as a result of abandonment.
14. Artificial Wetlands(AW). Artificial wetlands includes irrigation-induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
15. Minimal Effect Wetlands(MW). These wetlands are to be farmed according to the minimal-effect agreement signed
time the minimal-effect determination was made.
t6. ation Wetlands(MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23,1985 and November 28,1990.
17. Restoration with Violation(RVW-year). A restored wetland that was in violation as a result of conversion after
November 28.1990,or the planting of an agricultural commodity or forage crop.
18. Restoration without Violation(RSW). A restored wetland converted between December 23.1985 and
November 28,1990,on which an agricultural commodity has not been planted.
19. Replacement Wetlands(RPW). Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
20. Good Faith Wetlands(GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
M- Converted Wetlands(CW). Wetlands converted after December 23,1985 and prior to November 28,1990. In any
year that an agricultural commodity is planted on these Converted Wetlands,you will be ineligible for USDA benefits.
'_2. Converted Wetland(CW+year). Wetlands converted after November 28,1990. You will be ineligible for USDA
program benefits until this wetland is restored.
'.3. Converted Wetland Non-Agricultural use(CWNA). Wetlands that are converted for trees,fish production,shrubs.
cranberries,vineyards or building and road construction.
A. Converted Wetland Technical Error(CWTE). Wetlands that were converted as a result of incorrect determination
by SCS.
5. The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
with FSA.
6. The planned alteration measures on wetlands in fields are not considered to be maintenance and if
installed will cause the area to become a Converted Wetland(CW). See item 22 for information on CW+year.
7. The wetland determination was completed in the office field and was delivered❑ mail to the person on
8. Remarks.
AAQ0' /A°1'`gQ-d °"` AAcy n oK cam. 'Refer to Attached Map For Areas
Covered By This Determination'
9. 1 certify that the above determination is correct and adequate for use in determining 30. Signature of SCS District Conservationist 31. Date
eligibiliryfor USDA program benefits,and that wetland hydrology.hydric soils.and
h►drophytic vegetation under normal circumstances exist tin all areas outlined as 0). 6vLt✓etlands Farmed Wetlands and Farmed Wetlands Pasture. �--�K' P
7CZ4
ssistence and programs of the Soil Conservation Service available without regard to race,religion,color,se , ge, or handicap.
S( (:(yy

• , United States Natural Resources P. 0.Box 277
T Department of Conservation Kenansville, NC 28349
Agriculture Service Telephone [phone]
11 rl June 5, 1995
Mr. Lumas Turner
c/o Jimmy Turner
Route 5 Box 205
Kinston, NC
Dear Mr. Turner:
Enclosed is your copy of a wetland determination for tract 5730 on which you indicated your
intent to clear some land. The attached map has been delineated to show the area(s) in
question. Each area to be cleared has been identified with a symbol to denote its classification.
Below is an explanation of the various symbols that may pertain to your map.
x NW- Non wetland - Area is non wetland and can be cleared and utilized without
violating Farm Bill.
This determination is only for the area delineated on the attached map. If you plan to clear
more acreage than that shown on the map, you should request another wetland determination
for that area.
This determination has the concurrence of the US Army Corp of Engineers for purposes of
Section 404 of the Clean Water Act. Prior Department of the Army permit authorization will
be required for any discharge of excavated or fill material into waters or wetlands on this
property. A permit is not required for work restricted entirely to high ground. For project-
specific Department of the Army permit requirements concerning your proposal, please contact
Marta Boris at 910-251-4611. Please use Action ID 199503426 when referring to permits
associated with wetlands identified by this letter.
I have tried to make this determination as fairly as possible. However if you believe this
determination is incorrect, you have the right to appeal. To appeal send me a brief letter
explaining why you believe this determination is incorrect. Send the letter to the address on
the letterhead. This letter should be received within 15 days of your receipt of this letter.
Sincerely,
L c4llcf
Michael E. Sugg
District Conservationist
The Natural Resources Conservation Servicc.
formerly the Soil Conservation Service.
is so a;eucy of the
United States Department of A;ricvhum AN EQUAL OPPORTUNrrY EMPLOYER

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: \ 3x42 to County: 1.L-��,'Q"
Concurrence Notification for NRCS Jurisdictional Determination
Property Owner/Operator: P Tufl-y-C
Address: '�.A 5 ,fits
Telephone Number:
Farm Number or Tract: "t - 513Ca
Size -u-Ad LOcatior.of Property (acreage,waterbody,road name/number, town, etc.;:
-s
Delineator/NRCS Representative:
�v
Indicate which.of the following apply:
❑ I concur with the wetland determination accomplished for the above described
property. As this determination does not provide information regarding the
specific limits of wetlands on the tract,it is strongly suggested that the wetlands
be delineated,verified,-and surveyed prior to any manipulation of the property.
Such mapping would help to avoid any unintentional disturbance of wetlands on the
site, assist in planning, and may be required prior to issuance of any permit.
❑ I do not concur with the wetland determination accomplished for the above
described property. (Rationale must be provided as an attachment to this form.)
I concur with the wetland delineation accomplished for the above described
property. It is strongly suggested that the wetlands be surveyed to help avoid any
unintentional disturbance of wetlands, assist in planning, and provide information
which may be required prior to issuance of any permit.
❑ I do not concur with the wetland delineation accomplished for the above described
property. (Rationale must be provided as an attachment to this form.)
Prior Department of the Army permit authorization will be required, in most cases, for any
discharge of excavated or fill material into waters or wetlands on the above property. A permit is
not required for work restricted entirely to high ground. For project-specific, Department of the
Army permit requirements concerning your proposal,please contact:
Novna-. 1,- .. t at _i101?, l' LIUk1
Project Manager Signature: -k^L. Expiration Date: •C

United States Natural Resources P. O. Box 277
Department of Conservation Kenansville,NC 28349
Agriculture Service Telephone [phone]
May 16, 1995
Mr. Jeff Richter
US Army Corp of Engineers
Regulatory Branch
P. O. Box 1890
Wilmington, NC 28402
Jeff:
Enclosed is a wetland determination/delineation for Lumas Turner that I did according to the
Corp manual. As required by policy and the MOA, I am forwarding the data sheet and other
pertinent information to you for your review and comments. My understanding is that you
will respond within 45 days as to whether this determination is valid for Clean Water Act 404
purposes. Please respond sooner than 45 days if possible. If you have any questions, please
contact me.
Sincerely,
�X,Ja ec yc f
'7
Michael E. Sugg
District Conservationist
enclosures
The Natsutil Resource.Conservation service.
formerly the Soil Conservation Service,
is an agency of the
Un!W states Department of Agriculture AN EQUAL OPPORTUNITY EMPLOYER

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jJnited States Natural Resources P. O. Box 277
Department of Conservation Kenansville,NC 28349
Agriculture Service Telephone [phone]
April 13, 1995
Mr. Lumas Turner
Rt. 2
Pink Hili, NC 28572-9802
Dear Mr. Turner:
Recently I received an AD-1026 form from the Consolidated Farm Services Agency (formerly ASCS),
indicating that you have requested a wetland determination on an area you want to clear. Since most
of the soils in this county have inclusions of wetlands, it is necessary that a soil scientist visit the area
you want to clear to determine the presence or absence of these wet inclusions. Generally, a soil
scientist comes to this county about once per week, but because of the number of requests ahead of
yours, I estimate that it may be 1 -2 months before we visit your tract. Once I review the specific
area you wish to clear, I may be able to get the determination quicker if I can make the determination
myself rather than being required to get the soil scientist. If I can do the determination myself, it
generally only takes 2 -4 weeks for me to schedule the visit.
Please be aware that after the initial field visit, it may require up to an additional 60 days before I can
finalize your wetland del ineation/determination. This delay is due to a requirement that I send all
wetland determinations to the US Fish and Wildlife Service and the Army Corp of Engineers and allow
up to 45 days for them to review this determination. I am prohibited from sending you any official
determination prior to these agencies having this review time. Please be assured that I will expedite
your determination as quickly as possible but I have no control over this 45 day review period.
In order to avoid delays on the initial field visit, there are a few things that you need to do to prepare
for the soil scientist's or my visit.
1. If the area is wooded or overgrown with weeds and brush, cut some trails throughout the area so
that the soil scientist can walk through the area in several places and set flags of wetland area. If the
trails are not cut the soil scientist may not be able to see the area completely thus either resulting in too
much area being classified as wetlands or a delay in the determination until the trails are cut. Trails
should not be pushed with tracked equipment since this may require a permit from the US Army Corp
of Engineers. Manual labor or mowing is recommended. Trails should be 3 - 4 feet wide and spaced
approximately every 100 feet apart throughout the area to be cleared.
2. Clearly mark the area where you want the determination. Corners should be easily identifiable on
the ground.
3. Contact this office when you have completed these prerequisites so that a field visit can be
scheduled.
Thank you for your cooperation in getting this determination completed. Your efforts will help to
speed up the process for you and others.
Sincerely, ,
�t
Michael E. Sugg s r 40VY\CAJU�
District Conservationist AgQ
he Edon!Resources Coaaervatioo Service.
-rmerly the Soil Coww"stioo Service.
an aieaq of the
nited Stake Department of Agriculture AN EQUAL OPPORTUNITY EMPLOYER

-United States Natural Resources P. O. Box 277
Department of Conservation Kenansville, NC 28349
Agriculture Service Telephone [phone]
April 13, 1995
Ms. L. K. (Mike) Gantt
Field Supervisor
Division of Ecological Services, FWS
P. O. Box 33726
Raleigh, NC 27636-3726
Dear Ms. Gantt:
As required by policy, I am notifying you that the NRCS office in Kenansville, NC has
received a AD-1026 form requesting a wetland determination on the following person:
Mr. Lumas Turner tract 5730
Also included is copies of the supporting maps.
Please respond within 10 days from the date of this letter if you wish to participate in this
wetland determination. I am not sure when I will schedule the on site determination, but if
you notify me of your planned participation within the established 10 day time period, I will
be sure to delay the final determination until the expiration of the required 30 days that your
staff has to conduct its evaluation. If I do not hear from you within this 10 day period, I will
assume that you do not want to participate in this determination and thus I will send the final
determination whenever we complete it.
If you have any questions, please contact me.
Sincerely
M1^^ � S�ol"Z(
Michael E. Sugg
District Conservationist
11c Natural Resources conservation Service.
formerly the Soil Conservation Service.
is an ageacy of the
United States Deputinent of Agriculture AN EQUAL OPPORTUNITY EMPLOYER

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetland Delineation Manual)
I Project/Site: SR 1703 approx 1/4 mile from SR 1732=====-------------------=--�=Date: OS/15/95===--_____�
Applicant/Owner: Lumas Turner County: Duplin
Investigator: M. E. Sugg State: NC
I
Do Normal Circumstances exist on the site? (1p NO Community ID
Is the site significantly disturebed? (Atypical Situation) YES ( Transect ID
Is the area a potential Problem Area? YES NO Plot ID
(If needed, explain on reverse)
VEGETATION
-----====---------------------------------------------------
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
I -------------- ------- ----- ----------------------------- ------- --------
1. Vaccinium Caesium H FAC ( 9.
2. Gaylussacia frondosa H FAC 10.
3. Pinus Taeda T FAC 11.
4. Guercus Falcata T FACU- 12.
5. Guercus Falcata SS FACU- 13.
6. Pteridium Aquilinum H FACU 14.
7. Acer Rubrum SS FAC 15.
18. 16.
I
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-) --
( I
Remarks:
HYDROLOGY
Recorded Data Describe in Remarks ( Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
Other Saturated in Upper 12 inches
No recorded Data Available Water Marks
I I Drift Lines
Field Observations Sediment Deposits
I Drainage Patterns in Wetlands
Depth of Surface Water none inches Secondary Indicators (2 or more required)
I Oxidized Root Channels in Upper
Depth to Free Water in Pit > 18 inches 12 inches
I Water Stained Leaves
Depth to Saturated Soil > 18 inches Local Soil Survey Data
I I FAC-Neutral Test
I ( Other (Explain in Remarks)
I
Remarks:
I

AL
SOILS
Map Unit Name AUTRYVILLE LOAMY FINE SAND, 0 TO 6 PERCENT SLOPES
(Series and Phase): Drainage Class W
Field Observations
Taxonomy (Subgroup): ARENIC PALEUDULTS, LOAMY, SILICEOUS, THERMIC Confirm Mapped Type? YES NO
I
Profile Description:
-------------------
Depth Horizon Matrix Color Mottle Colors Mottle Texture, Concretions,
(Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
------ ------- --------------- --------------- ------------------ ---------------------
10 -18 8 10 YR 5/6
Hydric Soil Indicators
Histosol Concretions
Histic Epipedon High Organic Content in Surface layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aguic Mositure Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
________________________________________________________
WETLAND DETERMINATION
Hydrophytic Vegetation Present? NO (Circle) (Circle)
Wetland Hydrology Present? YES N Is this Sampling Point Within a Wetland? YES
Hydric Soils Present? YES
Remarks:
Approved by HOUSACE 3/92

DATA FORM r
ROUTINE WETLAND DETERMINATION
(1987 COE Wetland Delineation Manual)
Project/Site: SR 1703 approx. 1/4 mile from SR 1732 Date: 05/15/95
Applicant/Owner: Lumas Turner County: Duptin
investigator: M. E. Sugg State: NC
i
Do Normal Circumstances exist on the site? Community ID j
Is the site significantly disturebed? (Atypical Situation) YES Transect ID
Is the area a potential Problem Area? YES Plot ID
(If needed, explain on reverse) -
VEGETATION
-------------------------------------------------------------------------------------------------------------------------------
f Dominant Plant Species Stratum Indicator I Dominant Plant Species Stratum Indicator;
---------------------- ------- ----- -------- ....... ---
1. ouercus Falcata T FACU- 9. Sassafras Albidum SS FACU
2. Acer Rubrum SS FAC 10. j
j 3. ouercus Falcata SS FACU- ( 11.
4. Aristida stricta H FAC- ( 12.
5. Sassafras Albidum H FACU ( 13.
6. Pinus Taeda SS FAC 14.
j 7. Pinus Taeda T FAC ( 15.
B. Pinus Palustris H FACU+ 16.
rr"
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC-) 20
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks) Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
Other ( Saturated in Upper 12 inches
�^ No recorded Data Available Water Marks
Drift Lines ,
Field Observations Sediment Deposits
Drainage Patterns in Wetlands f
Depth of Surface Water none inches ( Secondary Indicators (2 or more required)
Oxidized Root Channels in Upper
Depth to Free Water in Pit > 18 inches 12 inches j
Water Stained Leaves
Depth to Saturated Soil > 18 inches Local Soil Survey Data j
FAC-Neutral Test j
Other (Explain in Remarks)
Remarks: j
j

SOILS
Map Unit Name AUTRYVILLE LOAMY FINE SAND, 0 TO 6 PERCENT SLOPES
(Series and Phase): Drainage Class u
I Field Observations
I Taxonomy (Subgroup): ARENIC PALEUDULTS, LOAMY, SILICEOUS, THERMIC Confirm Mapped Type? E j NO
I i
! Profile Description: I
-------------------
Depth Horizon Matrix Color Mottle Colors Mottle Texture, Concretions,
(Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
! ...... ....... --------------- --------------- ------------------ ---------------------
10-18 6 10 YR 5/6
I
I
i
I
Hydric Soil Indicators
I
Histosol Concretions {
! Histic Epipedon High Organic Content in Surface Layer in Sandy Sails !
Sulfidic Odor Organic Streaking in Sandy Soils
I Aquic Mositure Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List !
} Gleyed or Low-Chroma Colors Other (Explain in Remarks) {
Remarks: i
I �
}
WETLAND DETERMINATION
I (Circle)
Hydrophytic Vegetation Present? YES (Circle)
Wetland Hydrology Present? YES NO Is this Sampling Point Within a wetland? YES /NO I
} Hydric Soils Present? YES
} � i
Remarks:
I
} I
1
1
I i
Approved by HOUSACE 3/92

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER .QUALITY (DWQ) 910 355 39C-X>
EMERGENCY MANAGEMNET SERVICES (EMS) 9r0 agc. alto
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 9r40 a96 a17Le;
NATURAL RESOURCES CONSERVATION SERVICE (MRCS) 910 a9C. 3I ao
COOPERA71VE EXTERSiON SERVICE (CES) t o 14
This plan will be implemented in the event than wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort-to ensure that this does not happen. This plan should be posted in an accessible
location for all'employees at the facility. The following are some action items you should
take.
1'. Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
C. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
S. Runofr from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include: .
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators=action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks-possible action:
a. Dig a small sump or ditch from the embankment-to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. if holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon-
bottom as soon as possible.
T

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste-reach any surface waters?
-b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters? '
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone --. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that-have been
under taken, and the seriousness of the sitution.
b. if spill leaves property or enters surface waters, call local EMS phone number.
c.• Inszruc, EMS to contact local Helath Department.
d. Con tact CEs, phone number - , local SWCD office phone number - -, and local
NRCS o„ice for advice!technical assistance phone number - -.
4. If none of ;he above works call 911 or the Sheriff's Department and explain you
problemto them and ask the person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair or problem to minimize off-
site damace.
v
a. Contractors Name: '
wr r�
b. Contrectors Address: _-RO 1196X 7 c '.g
Iff
C. Contractors Phone: rcll►o) ;1-9-9 �..
6. Contact the Technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone: glp -.� �t L
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste manaament plan to
keep problems with release of wastes from happening again.
Z

FOr � l �
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 equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter..
You should be aware that operating the system differently than assumed irr the:
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the-system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear afthe-
sprinkler nozzle. Clogging of nozzles can result in pressure increase•. Plugged:
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter-and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper-application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
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 scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used.provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers. should be located randomly
throughou--the application area at several distances from sprinklers. For traveling
guns, sprinklgrs should be located along a transect perpendicular to the direction
Of pull. Set out collection containers 25 feet apart along the transect on both
sides of the 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 Cartifcation Training for operations of Animal Waste Management Systems Manua!

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
wetpe;ioas.
Maazmum storage capacity should be available in the lagoon for periods when the-
wing a p is dormant(such as wintertime for berruudagrass) or when there are
extended any spells such as the thunderstorm season in the summertime.. This means
.that at the izrst signs of plant growth in the later winter/eariy spring; irrlgatiorr accartiing to
a fh1M waste management plarr should be done whenever the land is dry enough to
n .:ve lagoon liauid. This will make storage spa=available in the lagoon for Am=wet
periods. In the lire summer/early fall the lagoon should be pumped down to the low
market'(sec Figure 2-1) to allow for winter storages Every effort should be made to
nzabrain the lagoon close to the minimum liquid level as-long as the weather and waste
utlr i" play will allow it
Waiting until the lagoon has reached its maximum storage amty before starting to
im��axe does not leave room for storing excess water during e"C=ded wet periods. _
Oven low 1=rem the lagoon for any reason except a-S year, 2 -hour storm is a violation of
state law and subject to penalty action.
The routine rmintenance of a lagoon involves the following:
Maintenance of a vege=ve cover for the darn.
..Fescue,or common berrnudagrass are the most common vegetative
coves. The vegetarion should be felt ilized each year, if-needed, to
maintain a vigorous stand- The amount of applied should be
based on a soils test, but in the event that it is nor practical to obtain - -
z soils test each year, the lagoon embanbment and surrounding arms
should be fertilized with 800 pounds per a= 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
vossibly 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 wales Such chemicals could harm the bactc:ia in the lagoon that are bteating
the waste.
IViaintenance inspections of the entire lagoon should be made during the initial filling.of.
the ,-lagoon and at least monthly and aft major rainfall and storm events. Items to be
checked should include, as a minimum, the following--
Waste Inlet Pipes, Re yciing Pipes, and Overflow Pipes—look for:
1. separation of joInts
r
2- cracks or breaks
S. accumulation of salts or-minerals.
4. overall condition of pipes

Lagoon surface--look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment—look for.
1. settlement, cracking, or"jug" holes
2. side slope stability—slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
S. 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�actiom If
wave action causes serious damage to a lagoon sidewatl, baffles irr the.lagoon•may be
used to reduce7 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 or waste lagoons. You may nerd to provide a temporary-fix if there is a threat
of a.waste discharge. However, a permanent solution should be reviewed by the
technical e-pert: Any digging into a lagoon dam with heavy equipment is a serious
undertatdn�with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps—check for prover 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.fre frequently enough so that you.
are not corn_l%.. y "surprised" by equipment failure. You should perform yourptm ing
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 fait lagoon is not the time
• to think about switching, repairing , or borrowing pumps- Probably, if yourlagooa 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 parldng lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from yourlagoon 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
du=ing 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 roust 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 bed s, taking care not to erode lining or bank slopes.
�. 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
riling or another means or slowing the incoming water to avoid erosion of
the lining.
4: When possible, m Q
po , ben loading new lagoons in the sprang 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 lag i
la-croon i.the amount or 0.25 percent of the full.lagoon
liquid volume. This sing 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 betterthe
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
Optimum for treatment. Pit recharge systems, in which one or more buildings are drained-
and recharged each day, also work well.

• Practice water conservation—minimize building water usage and
spillage from lealdng 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
n2geMe=
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 Ievel should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lowe.that the permanent storage
level unless you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liQ_uzid
surface and as fai away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or-vege=on,
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 embankTnm
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 s=aradon of flushed waste,
• gravity settling of rushed waste solids in an appropriately designed basin, or
m=7 feed wa mcre 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:
Aire a custom applicator.
Mix the sludge and lagoon liquid with a chomxr-agitator impeller
Dump through large-bore sprinkler irrigation system onto nearby cropland;
CP
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 i'i a or sludge barge; berm
an area beside lagoon to recceive the sludge so that liquids can drain back
into lagoon; allow sludge to dewate; haul and spread with manure soreader
onto cropland or forageland; and soil incorvorat~. '
Regardless of the method, you must have the sludge mateiial analyzed for waste
constituents just as you would your lagoon water. The sludge will contain difiermt
nutrient and meml values from the liquid. The application of the sludge to fields will be
limited by flies✓ nutrients as well as any previous waste applications to that field and crop
requirement_ --Waste application rates will be discussed in dew in Chapter.).
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 mewl levels. as indicated by a soil test, and incorporated to reduce the chance or
erosion. Note that if the sludge is applied to fields with very high soil-test phosphorus, 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 or odor at the waste application site.
r" tra precaution should be used to observe the wind direction and other conditions which
tould increase the concern of neighbors.

Possible o
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, overnopping, and breach of the
dam., Assuming proper design and construction, the owner has the responsibility for
ensurmg 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 waterwill soon cause
gullies to form in the dam. Once this damage starts, it can quickly.cause a large discharge
of wastewamx and possible dam failure.
`Y
J

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKUST
Source Cause BM
P' to Minimize Odor Site Specific Practices
Farmstead Swine production V otaove or wooded buffers;
( Recommended best management
actices,
( Go judgment and common sense
Animal body surfaces Dirty rnanuro-covered animals
( Dry floors
Floor surfaces Wet manure-covered floors Sed floors;
Pf W rers located over slotted floors;
( ravers at high and of solid floors;
( c manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits Urine ( roquent manure removal by flush,pit
recharge.or scrape
Parital micorbial decomposition () Underfloor ventilation
Ventilation exhaust fans Volatile gases; {7effS
maintenance;
Dust ( , nt air movement
Indoor surfaces Dust ashdown between groups of animals
() Feed additives;
{) Feeder covers;
() Feed delivery downspout extenders to
feeder covers
FI nks Agitation of recycled lagoon {) Flusn tank covers
liquid whiles tanks are filling {) Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater () Underfloor flush with underfloor
eonveyananee ventilation
Pit recharge points Agitation of recycled lagoon (} Extend rechard lines to near bottom of
liquid while pits are fdGng pits with anti-siphon vents
Lift stations Aatation during sump tank filling () Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater () Box covers
or junction boxes - conveyance
End of drainpipes at lagoon Agitation during wastewater () Extend diseriarge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions 209roree
er lagoon liquid capacity
Biological mixing c;lagoon startup procedures
Agitation () Mi um surface area-to-volume ratio
( 'nimum agitation when pumping
() Mechanical aeration
() Proven biological additives
Irrigation sprinkler no=J06 Hign pressure agitation on( rri ate d
g ry days with little or no wind
Wind draft (�ni um recommended operation pressure
(=intake near lagoon liquid surface
'� () Pump from second-stage lagoon
+MOC—November 11. 1996

torage tank or basin Partial microbial decomposition () Bottom or rtaidlevel loading
surface Mixing while*fiffing
()Tank covets
Agitation when emptying () Basin surface rears of solids
O Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition () Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying () Remove settfod solids regularly
Manure, slurry or sludge Agitation when spreading ()So.if injection of slurry/sludges
spreader outlets Volatile gas emissions
(}Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying () Soil infection of slurry/sludges
or sludge on field surfaces ()Soil incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals Carcass decomposition KProper disposition of carcasses
Dead animal disposal Carcass decomposition () Complete covering of carcasses in burial pits
pits () Proper location/construction of disposal pits
Incinerators Incomplete combustion {) Secondary stack burners
Standing water around Improper drainage ( Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads *-farm access road maintenance*
r - from farm access
Additional Information:
Available From:
Swine Manure Managemen=0200 Rule/SMP Packet
Swine Production Farm Potential Odor Sources and Remedies,EBAE Fact Sheet NCSU-13aunty Extension Center
NCSU-BAE
Swine Production Faciuty Manure Management:Pit Recharge--Lagoon Treatment;EBAE 128.88
NCSU-3AE
Swine Production Facility Manure Management:Underfloor Ruse—Lagoon Treatment•, EBAE 129-88
Lagoon Desig and Managen t
iV tfor Livestock Manure Treatment and Storage;EBAE 103-83 NCSU-SAE
Application E NCSU-SAE
Calibration of Manure and Wastewater A
RP quipmertt;EBAE Fact Sheet Controlling Odors from Swine Buildings;PiN-33 NCSU-SAE
NCSU-Swine Extension
=nvironmental Assutanc'Program:NPPC Manual
Options for Managing Odor, a report from the Swine Odor Task Force NC Pork Produces Assoc
Nuisance Concerns in Animal Manure Management:Odors and Flies;PRO107, 1995 Conference Proceedings Roorida cooperative Extension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowner Signature)
MOC—Novembor 11. 1296

MoRTa
L1 Ty Ma
(check N,q GEU�
which rnerh 1�T P TETH
odls) are be- OAS
being f mplen7ented
)
. Burial three fe
after knOwlef et beneath the
any flowing steam Wedge Of death. ince Of the r
°r Public ody o burial beat led with z¢h
{ ) wa1er, least 30p Peer ours
Renderingfrom
at a rendering 1
A ant lic
Complete ensed under
(3.inciner S. 706_ . .
arson 168.7
l ) !n the case'
a -
design approved
poultry
ed by the Deanly, placing In
Any rite rtmenr Of A9ricudlsAosal p;r o f a .
Veterinar a°d �^'hroh ;n rh ure• Ste and •
nimaps i n Would make pQS fessional
approval °value with end s1b1e the salvage
°f the S
e Stare Ve angering human ge °T_part fate
terinarian must b of a dead _
e a r ached! health.
(Wren
.i
r

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS os
Source Cause BMP's to Minimize Odor Site Specific Practices.
(Liquid Systems)
Flush Gutters Accumulation of solids ( Fiush system is designed and operated .
sufficiently to remove accumulated
soil rrom gutters as designed.
( emove bridging of accumulated solids at
disc rge
Lagoons And Pits Crusted Solids vfAaintain lagoons, sat-.ling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no ore than 6-8 inches over more than
3 of surface. .
Excessive Vegetative Decaying vegetation 11 Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage {} Design, operate ane maintain feed systems(e.g_
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis(e.g.7-10 day
interval during summer; 15-30 day interval during winger).
Feed Storage Accumulations of feed residues () Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g., covered bin for
brewer's grain and similar high moisture grain
products).
(} Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
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
G.a.inspect for and remove or break up accumulated
solids as needed).
.MIC—Novembor 11. 1996

Dry Manure Handling Accumulations of animal wastes {) Remove spillage on a routine basis(e.g.7-10 day
Systems interval during surnrner.1 S-30 days interval during
winter) whore manure is loaded for land appicadon
or disposal.
() Provide for adequate drainage around manure sawkpaes.
()Inspect for and rmnove or break up accumulated westna
in-filter stripes around stockpiles and mature hwxTmg
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.
I certify the aforementioned insect control Best Management-Practices have been reviewed with me.
(Landowner Signature) -
•t .
For more information cont=r-the Cooperative Extension Service,Department of Entomology,Box 7613,.North Carolina State University,Raleigh,NC
2769S-7613.
AMIC—November 11, 1996 ,A