310384_Application_20240328

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2024,the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee
1. Certificate Of Coverage Number: AWS310384
2. Facility Name: Homestead Farms,Inc.
3. Permittee's Name(same as on the Waste Management Plan): Rockfish Creek Properties LLC
4. Permittee's Mailing Address: 134 Williams Rd
City: Rose Hill State: NC Zip: 28458-8759
Telephone Number: 910-532-4005 Ext. E-mail:
5. Facility's Physical Address: 1361 Old Camp Rd
City: Rose Hill State: NC Zip: 284588759
6. County where Facility is located: Dubin
7. Farm Manager's Name(if different from Landowner): Wade Hampton Ward
8. Farm Manager's telephone number(include area code): 910-590-4157 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Prestaee Farms Inc
10. Operator Name(OIC): Wade Hampton Ward Phone No.: 910-590-4157 OIC#: 999442
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 3,675
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1-3 Lagoon 1/1/1993 Full,clay 443,942.00 55,040.00 19.50
4-5 Lagoon 1/1/1993 Full,clay 313,632.00 42,000.00 19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The-CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2.A site map/schematic
3.Emergency Action Plan
4.Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): 02 9. V VM-1- Title: O UI A e'
Signature: d D / .Qom$/ Date: /Sa_
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

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 beat least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
QRendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by'the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
Din the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
Q Any method which, in the professional opinionaof 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..
t-19
Signature of Farm Owner/Manager Date
- J
lan
Signature f Technical Specialist Date

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Nutrient Management Plan For Animal Waste Utilization
06-01-2007
This plan has been prepared for: This plan has been developed by:
� , / Greer Moore
D s LL' �jtlG. ► Clear Run Farms Consulting Services
BO Box 338
Rose Hill, NC Harrells, N 8444
(910) 5 493
Developer 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.
Signature(owner) ate Y R
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S.Department of
Agriculture-Natural Resources 'onservation Service or the standard of practices
adopted by the Soil and Water nservation Commission.
Plan Approved By: - -
Technical Specialist Signature 6ate
802623 Database Version 3.1 Date Printed: 06-�01-2.0�07 Cover Page 1
i

lNutrients 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 3,406,725 gals/year
by a 3,675 animal Swine Finishing Lagoon Liquid operation.This
production facility has waste storage capacities of approximate I80 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 7846
Incorporated 13475
Injected 14840
Irrigated 8529
Actual PAN Applied Actual Volume Applied Volume Surplus/Deficit
(Pounds) (Gallons) (Gallons)
Year 1 109147.50 4,053,327 -646,602
Note: In source ID;S means standard source-U means user defined source.
902623 Database Version 3.1 Date Pritito& 06-01-2007 Source Pane i of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Meld estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown.-
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
320 1 2.99 2.99 NIA Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
320 2 336 3.36 N/A Norfolk Small Grain Overseed L0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
320 3 4.49 4.49 NIA Norfolk Small Grain Overswd 1.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
320 4 3.36 3.36 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid.Bermudagrass-Hay_ 6.5 Tons
320 5 2.81 2.81 NIA INorfblk Small Grain Overseed LO Tons
Hybrid$ermudagrass Hay 6.5 Tons
320 6 5.1 5.19 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bertnudagrass Hay 6.5 Tons
320 7 4.$fi 4.86 NIA- Norfolk Small Grain Overswd 1.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
PLAN TOTALS: 27.06 27.06
LI Potential Leachin" 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
:.0ne.
High potential to contribute to soluble Nutrient Management(590)should be planned other conservation practices that
nutrient leaching below the root zone. improve the soils available water holding capacity and improve nutrient use efficiency
> 10 should be considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based
Rotations(3 28),LongTerm No-Til 1(778).and edge-of-field practices such as Filter
Strips(393)and Riparian Forest Buffers(391)-
rlor T": +-a<n nnm

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
other by-products,commercial fertilizer and residual from previous crops. An estimate ofthe quantity of solid and liquid waste that will be applied on each field
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 I
Nitrogen, Comm Res, Manu Liquid : Solid Liquid solid
PA Fert, (lbs/A) PA MmureA 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 H) Soil Series Acres I Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
320 1 S7 Norfolk 2.99 2.99 small Grain Overseed 1,0 Tons 10/1.3/31 SO 0 0 Irrig. 50 19.97 0.00 59.72 0.01
320 1 S7 Norfolk 2.99 2.99 Hybrid Hermudagrass Hay 6.5 Tons 3/1-9/30 *325 0 0 Irrig. 325 129.82 0,001 388.16 0,01
320 2 S7 Norfolk 3.36 3.36 Small Grain Overseed 1.0 Tons: 10/1.3/31 ' 50 0 0 Irrig. SO 19.97 0,00 67,11- 0.01
320 2 S7 Norfolk 3.36 3.36 Hybrid Bermudagrass Hay 6.5 Tons 3/1-9/30 *325 0 0 Irrig. 325 129.82 0.00 436.19 0.01
320 3 S7 Norfolk 4.49 4,49 Small Grain Overseed 1,0 Tons 10/1-3/31 50 0 0 Irrig. 50. 19.97 0.00 89.68 0.01
320 3 S7 Norfolk 4.49 4,49 Hybrid Bermudagrass Hay 6.5 Tons 3/1.9/30 *325 0 0 Irrig. 325 129.82 0.00 582.$8 0,01
320 4 S7 Norfolk 3.36 3.36 Small Grain Overseed 1.0 Tons' 10/1.3/31 50 0 0 Irrig. 50 19,97. 0.00 67,11 0.01
320 4 $7 Norfolk 3.36. 3,36 Hybrid Bermudagrass Hay 6.5 Tons 3/1.9/30 : *325 ' 0 0 Irrig. 325 129.82 0.00 436,19 0.01
320 5 S7 >Norfolk 2.81 2.91 Small Grain Overseed 1.0 Tons 10/1.3/31 50, 0 0 Irrig. 50 19.92 0.6056,12 0,0t
320 5 S7 Norfolk 2.81 2.81 Hybrid Hermudagress Hay 6.5 Tons, 3/1-9/30 *325 0 0 Itrig. 325 129.82 C.00 364.79 0.01.
320 6 S7 Norfolk 5,19 5.19 Small Grain Overseed 1.0 Tons 10/1.3/31 50 0 0 Irrig. 50 19.97 CAO 103.66 0.0(:
320 6 S7 Norfolk 5.19 5.19 Hybrid Benmudagrass Hay 6.5 Tons 3/1-9/30 *325 0 0 Irrig. 325 129.82 0.00 673.76 0.01
320 7 S7 Norfolk 4.86 4.86 Small Grain Overseed 1,0 Tons 10/1-3/31 501 0 0 Irrig. 50 19.97 0.00 97.06 00;
320 7 S7 Norfolk 4.86 4.86 Hybrid Bermudagrass Hay 6.5 Tons. 3/1.9/30 *32S 0 0 Irrig. 325 129.82 0.00 630.92 0.01
802623 Database Version 3.1 Date Printed: 6/1/2007 NNUT Page 1. of 2

Waste Utilitudon Table Year I
itr%vn conm, Res. Manure:, Liquid Solid Liquid SoM.
PA Pert, (lbs/A) PA ManureA Manure Manure �1anuCe
Nutrient Nutrient 1, Nutrient', pplied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) ( l y"
(lbs/A) (lbs/A) (Ibs/A)
Source. Total Use. Applic, Applic. 1000
Tract Field 1D Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Total Applied,1000 gallons 4,053.33.
Total Produced,1000 gallons 3,406:73
Balance,1000 gallons •646,60
Total Applied,tons 0.01
Total Produced,tons 0.01
Balance,tons 0.01
Notes:, 1. In the tract column,—symbol means leased,otherwise, owned. 2. Symbol*means user entered data.
802623 Database Version 3A Date Printed: 6/l/2007 WUT Page 2 of 2.

The Available Waste Storage Capacity table provides an estimate of the numbef ofdays of storage—--v------
capacity available at the end of each month ofthe 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. Ifthe 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.
Waila le Waste 5"e Canacit
Source Name I Swine-Feeder-Finish Lagoon Liquid "n Stomge Ca achy(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 - - I 69.
1. 2 47-
1 3 65
1 4 73
1 5. 80
1 6 88
1 7.. 1.32
176
1 0 180
1 10. 161
I 11 143
l __12 124
*Available Storage Capacity is calculated as of the end of each month.
- ' 802623 Database Version 3.1 Date Printed: 06-01-2007— Capacity Page I of I

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.ofthe effluent. At
clean out,this material must be utilized fbr 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 eftluent 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 PAN Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lblac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
':om 120 bu 150 13.16 46.07 92.14 13911
Aay 6 ton R.Y.E. 300 26.32 23.04 46.07 69.11
Soybean 40 bu 160 14.04 43.19 86.38 129.58
802623 Database Version 3.I Date Printed: 06-01-2007 Sludge Page 1 of 1

The Irrigation Application Factors for each field in this plan are shown in the following table. h0tratitxl 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)
320 1 Norfolk 0.50 1.0
320 2 - —Norfolk 0.50 1.0
320 3 Norfolk 0.50 1.0
320 4 orfolk 0.50 1.0
320 5 Norfolk 0.50 1.0
320 6 Norfolk 0.50 1.0
320 7 Norfolk 0.50 1.0

Crop Notes
The following crop note applies to field(s): I,2,3,4, 5,6,7
Bermudagrass Coastal Plain,Mineral Soil,Moderately Well Drained.
Adaptation:Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. I to Mar.31.Cover sprigs I"to 3"
deep(1.5"optimal).Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3'rows,spaced 2' to 3'in the raw.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcoyer 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 broadcastldisked-in sprigs use about 60 bu/ac.Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply prepiant and for annual maintenance.Apply 60 to 1001b/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
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): 1,2,3,4,5,6,7
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 font 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 no4ill. 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.
802623 Database Version 3.1 Date Printed: 06-01-2007 Crop Note Page i 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 AUnagenient 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 wash 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 wide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by dislang after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
b. When animal waste is to be applied on acres subject to flooding,waste
will be soil incorp©rated 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).
902623 Database Version 3,1 Date Printed:6/1/24Q7 specification Paize 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and Hies.
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 grooving crops in;such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Wastelnutrient
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
brealdng 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.
802623 Database Version 3.1 Date Printed:6/1/2007 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
`- or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways,waste,shall be applied at agronomic rates in a manner that causes no runoff or de
from the site.
16. Domestic and industrial waste from washdown facilities,showers,toilets,
sinlo, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
tc.
disturbed areas Magoon embanlments, berms,pipe t runs,etc.). Areas
shall be fenced, as necessary,to protect the vegetation. Vegetation such as
trees, shrubs,and other woody species,etc., are limited to areas where
considered appropriate Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage,or discharge.
18. If animal production at the facility is to be suspended or terminated,the
owner is responsible for obtaining and implementing a 'closure plan"
which will eliminate the possibility of an illegal discharge,:pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels,etc.,should be inspected
on a regular basis to prevent breakdowns,leals,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.
802623 Database Version 3.1 Date Printed:6/112007 specification Page 3

22. Waste shall be tested within 50 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 d when
these metals approach excessive levels. pH shall be adjusted a
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.
802623 Database Version 3.1 Date Printed 611/2007 Spedficadon ire 4

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••. r� .ar-..nCi S^�,� a... �—er!_^ f« wfw _r. ✓-r...R sr1.Y _ it_:J °E.:� [� .sl..r_+.:Jr .;:=�:_ ... -=_i' - � _._ �..irr ..; —
• w '�;`mil�a�[ '�� -:_ ^[..,., �!"' •n+�.+:•,.+�� :[ __ _ _
- f' :C iI .....�`:a.,,._' ..�....-.. � w v; _3•ta �-��'Jti fir rt e. - �'
rr'
:I.}.}){{ts or(i.3V.�#= �tR4�. .1- . -iL'+f7 -2� wa- -
... LI T'�r'�•" rr�r "
' .1
i 3riar...'✓ ;:_....S.a: 37 G..s`.i:...l._
t
jj SV_� _
T•vr ti.r.)`. �r �i v
- �I� rL���w C- i—�.��ti••� a ��1� al[;wr _
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acl
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�i\.� r� � w� --- _ R ,_ r• — _ �_ • - i. - or iii\f.�-_•�..• +....1L�_ .. .. L' [�w�
_�� w [� __.1G: �L ��� • .� • ;tea\tf ti'..r _ e ..i -. .._ _.. >

la !�. 1-- •a.-�.�� 7��Y.CC�' M•J��R �3—��J=y�. — _— ..�—= .�.�. :.,- .E�. ��•���-la"1_ ^-E� _C
' Svc
:-' a.:v ��� �''i��vvr ��� .Z+P 4=�`irra ��..� � rE _ _• �►-•r'�!�e.+i�-+`•� � •IT
Fa; in
� �fs�:�! +�,:wf�'1���+ts.a3sew�Try�,., r _• _
• '� _ i+ .� —_ .-._ r_c ..:.� Lai" .ti--^_ r j�sr,.. _
•1"v t' lags-or, is alIv=+Tti�,^ '^ �_r�?� �_
rF E' LJI ldl
: ��i �� �:. l � :':i ?-v _ rr'7. �i�i: ..0
E�C.S E�. :fly �� -�
ana
am.

go
ON
This plan will be implemented in the event that animal manure or lagoon effluent from your
operation is iealdng, overflowing,or mmning offthe site:
Step (1) Stop the release or flow of manure/effluent.
Step (2) Assess the extent of the spill and note any obvious-damages.
Step (3) Contact appropriate personnel and agencies.
Murphy Family Farms: 800-311-9458 or 910-28M439 (See Land&Nutrient Management
Phone list attached)
Department of Environmental Management(DEM)Regional Office:
DEM after hours emergency._ 919-733-3942
Local Emergency Management System
Local Natural Resource Conservation Service
Local Cooperative Extension Service: - -- --__---
Local Soft and Water Conservation District_
Local dirt movmg&eavy equipment companies:
Dame- Phone#
1.
2 --
Local contract pumping/'irrigation equipment companies:
Name Phone#
1_
� — — - -
Step (4) Implement procedures as advised by lMFF, DEM, and technical assistance
agencies to rectify the damage, repair the system, and reassess the nutrient
management plan to-prevent future problems_
Note 1_ See MFF Environmental.emergency Procedures Flowchart attached
Nate 2_ Seepages 89=91 of the Ceriificaiion 1'rairangMamral for more details.

Insect Control Checklist for Animal Operations
Source Cause° BMPS to Control Insects Site SEecifiC Practices
Li uW Systems _
Flush gutters --• -Accurlaulation of solids Flush system is designed and operated sufficiently
tc remove aacuzxtulated solids *atn gutters as
designed
Cl Remove bridging of accutnulated solids at
"char e
Lagoons and pits • Crusted solids -- Maintain lagoons, settling bashes said pits where --- ----
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more titan. 30 percent of surface
Excessive vegetative Decaying vegetation rer Maintain vegetative control along banks of
growth lagoons.and other impoundments to prevent
scco.melation of decaying vegetative matter along
vater's edge on impoundment Is peruneter.
__ w Dry S'Votems
Feeders • Feed spillage 0 Design, operate, and maintain toed systems
(a.g,, bunkeis and troughs) to minimize the
accumulation of decaying wastage
C1 Clean up spillage on a routine basis(e.g.,7-to 10-
4ay interval during summer; 1 S- to 3 0-day interval
during winter)
AMIC -November 11. 1996,tame 1

Insect Control Checklist for Animal Operations
Source _ _Cause BMPs to Control Insects �
Site SPractices—
Feed �
pecific
storage — —s Accumulations of feed 0 seduce moisture accumulation within a:n4 around
residues immediate perinleter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (o,g,, covered bits:for
brewer's grait aad similar high moisture grain
products)
0 Inspect for and remove or break up accumulated
-- solids in filter strips around feed storage as needed
Animal holding areas • Accumulations of animal 0 Eliminate low areas that trap 111oistuxe along fences
wastes axed feed wastage and other locations where waste accumulates and
disturbance by animals is lttillimal
0 ;Maintain fence rows and filter strips around animal
holding areas to Minimize accumulations of wastes
(Le., inspoct for and remove or break tip
accumulated solids as needed)
Dry manure handling ® Accumulations of animal 0 Remove spillage on a routine basis (e,g., �---
systelans wastes 7- to 10-day interval during sumller; 15W to 30-day
interval during winter)where manure is loaded for
land application or disposal
M Provide for adequate drainage around manure
stockpiles
C6 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service,Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC �November 1.1., 1996,page 2

Swine Form Waste Management Odor Control Checklist
Source e Cause I�MPs to Minimize Odor Site Specific-Practices
- - -
Farmstead • Swine production 0 Vegetative or wooded buffers -- - - -
commended best maiiagetnent practices
_ Crood judgment and common sense
Animal body w Dirty manure-covered 0 Dry floors — -
suilaces animals
Floor surfaces * Wet jnanure-covered floors Vwll�laterers
—tted floors located over slotted floors
0 Feeders at high end of solid floors
0 Scrape manure buildup from floors
0 1 jaderfloor ventilation for drying
Manure collection + Urine Frequent manure removal by flush, pit recharge,
pits r Partial ra.icrobial or scrape
decomposition I Underfloor ventilation
Ventilation exhaust . Volatile gases Fair imintenance —
fous m Dust G ,"ffcient aft movement
Indoor surfaces 0 Dust ZY'Washdown between groups of animals
fJ Feed additives
0 'aeder covers
Feed delivery downspout extenders to feeder
covers
Flush tanks * Agitation of recycled lagoon sh table covers
liquid while tanks are filluxg Cr Extend.fill limes to hear bottom of tames with
"t1ti-siphon vents
Flush alloys m Agitatiori during wastewater- Underfloor flush with underfloor ventilation
conveyable
AMOC-November 11, 1996,page 1

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor � Site Specific Practices
Pit recharge points w Agitation of recycled lagoon 3 Extend recharge lines to near bottom of'pits with
liquid w1iile pits are filling anti-siphon vents
Lift stations o Agitation during sump tank l7 Sump tank covers --
filling and drawdown
Outside drdia a Agitatior during wastewater Cl Box covers
collection,or junction aonvey"ce
boxes
:end of drainpipes o Agitati on during wastewater 0 'Extend discharge point of pipes underneath
at lagoon conveyance 1 oon liquid level
Lagoon surfaces 0 Volatile gas emissions Pr Proper lagoon liquid capacity
* Biological inixing I orrect lagoon startup procedures
o Agitation 9"M'inimurn surface area-to-voluine ratio
1nununi agitation, when pumping
Ci Mechanical aeration
Proven biological additives
Irrigation sprinkler o High pressure agitation !fit' irrigate oa dry days with tittle or no wind
nozzles o Wind drift � inimum recommended operating pressure
: Putnp intake near lagoon liquid surface
0 Purnp from socond-stage lagoon
Storage tank ox a Partial raicrobial Ci Bottom,or midlevel loading
basin surface decomposition Cif Tank covers
o Mixits Mile filling a Basin surface mats of solids
o Agitation when emptying 0 Proven biological additives or oxidants
AM- OC;- November 11, 1996, page;2

Swine Farm Waste Management Odor Control Checklist
Source Cause - --- _BMPs to Minimize Odor - — - - --- site Specific P-ractices
Settling basin surface W PaTtial microbial 0 Extend drainpipe outlets underneath liquid level -
__- . _-
decomposition C1 Remove settled solids regularly
e Mixing; while filling
o Agitation when emptying
.Martuire, slurry, or • Agitation when spreading Cl Soil injection of slurry/sludges
sludge spreader a Volatile gas emissions 0 Wash residual manure from spreader after use
outlets 0 Proved'biological additives or oxidants
U4covered matrure, a Volatile gas emissions while l Soil injection of slurry/sludges
slurr.)y, or sludge on drying 0 Soil incorporation within 48 hours
field surfaces 0 Spread in tbin ur ifortz layers for rapid drying
0 P ven'biologlcal additives or oxidants
Dead animals a Carcass; decomposition proper disposition of carcasses
Dead auitnal disposal a Carcass decornposition 3 Complete covering of carcasses in burial pits
Pi 0 Proper location/construction of'disposal pits
Incinerators a incomplete Combustion 3 S., onclary stack burners
Standing water a Dnprop er drainage Grade and landscape such that water drains away
around facilities a Microbial decomposition of from facilities
organic 111atter
Manure trackod,onto w poorly maintained access Farm access road maintenance -
public roads from roads
farm access
,AMOC -November 11, 1996,page 3

Additional Information: Avaflable.From:
Swine Manure Management; ,0200 Rule/BMP Pacicet NCSU, County,Extonsion Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Pact Sheet NCSU BAR
Swine Production Facility Manure Management: Pit Recharge— Lagoon Treatment; EBAE 128-88 NCSU— BAE
Swine Production Facility Manure :Management: Underfloor Plush— Lagoon Treatment; EBAE 129-88 NCSU— BAR
Lagoon Design and.Management.for Livestock Manure Treatment and Storage;EBAE 103-83 NCSU BAR
Calibration of Manure and Wasteyvater Application Equipment; EBAE Fact Sheet NCSU— BAR
Controlling Odors from Swine Buildings;P.114.33 NCStJ Swine Extension
.Euviromnental Assurance Progratn; NPPC Manual N.C. Pork Producers Assoc.
Options for Managing Odor, a.report from the Swine Odor Task Force NCSU Agricultural Communications
Nuisance Concerns in Animal Manure Management: Odors and.Flies; PRO107, 1.995 Conference Proceedings Flofida Cooperative Extension
A.MDC- November 1.1, 1996,page 9,

Lime
• T"Ye€.ratE.t of Ag.s^? Ls 1$;..try
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
;,r-'epar-- for
n
DUPLIN
County, North Carnlim.1.7�
Designer - VE E=[(iSf CL f F l i:N Checker
Date - .'/tom S /% —11-a =
..�.: ,i..... ,dx.:.•.;:Y�u:�,., - .. #� :3:•::. � �, ,s.� •u..y.i^s.F.:i�-x•��1I,,.s� d:-°• -3= d--� ._3 t�..a-,�,._ � e-�,.,__...:.:y
LAG
.�zy,,, ::�.u�m _ :�s...�R.8•fi m .+4..z..�a.a_,.a,a_-r..i� n ar.�T-?- -. -. ?k i�r.Y.�+T�..
** EXCAVATION FILL
_
sot l._eT .. rlit___. ._. _ _L Fes_ ._.L- _ - Area
WILMS 1 Area Volume
1+00 1413.7 0
100 7931 .3 .. !
f _ 10765.3 t_ ..
12877.0
42
�11Al
WaterOUality
Regional OperallonsSecdOn

LAGOON EXCAVATION (continued) 07/07/93 pa�e 2
Centerline �tation 3+�2
GINAL DATA:
0 .0 / 48.0 85.O / 48.3 170.0 / 4B.8
_--

ON-Ver-1.$4
jS Department of AgrIculture
Soil Conservation service
CROSS-SECTION DATA
GWANTITY CALCULATIONS
prepared for
ZI
DURLIN County , North Carolina
[, yyjr_b Number ry��02
'�`r 3�.�r��:?��i.�F_a air n#T.3s_-�_i R�'_��:T'i"i F.T.-�.i��:-'tf.R..=a1?3��K.r�_ aSA A��.:?_ li"�•L-1 1-•i-�2a.�-a•y• y•z�r sf.- L.-1 af:i r�n:tz.;:.
LAGOON EXCAVATIOP-1
TEMPLATE DATW
- - _ � - $.a:'p_m�.� r .:.:a.a.a,-;.Y.n�•-.-R.���m.;:.z.�.r m.;..r. ,.r..,
Beginning Elevation _a.
Beginning Station *2-**.:
SECTION NUMBER ___
ORIGINAL DATA2
SECTION NUMBER 2
DRISINAL DATA;
SECTION NUMBER
SECTION NUMBER 4
Centerlina
Station �+6

"'pnDy- CCAY 4117r2 ecwnPO74TionS
sl, TOTAL DESIGN V F[ 4 MF AS Ni r QED
Top of dike at elevation 50=0
inside top length 320.0 feet Inside top width 172O feet
Freeboard 0-0 feet y s7tea slopes 2.5
- i ( inside
Total design lagoon liquid level at elevation 50.0 feet
Bottom of lagoon elevation 38.0 feet
SeasOnal high water table elevation
Total design volume using prismaidal formula
-LE i" � - {T �: te sD i —_; �aTE2 # S . WIDTH DEPTH 2.5
AREA OF TOP
.:AREA OF BUTT'O~'l
AREA OF MIDSECTION
LENSTH WIDTH it .4
- E._. - 'i- AREA�i- BOTTOM] •L DEPTH/6

r s- �[ �'� SARay -CO-AY t r neje Cem PUTA�os7S
4. AS N
r
Inside top jenc+th 25.0 feet � inside top width i77.0 TLet
Top i i"'4_eno_!7-ram 0=0 feat ; g3dle1r•s`_-mac-a
Total z:;e+=_rn i_::_10r.: _i n id 'evc=j at a 1 ai.�f i 50 feet
table e' e-•s_:tl cml =E,0 feE'L
I ii 3 _ 1
. . Y €iF f':-t!s
LENISTH
A EA OF ice?' T M
ice__ 3
= 1`_J� 1 1 _s,-i 9 120 '
AREA OF BOTTOM
_.rE.,.lfGTH +i• i-_ Yam. :, -j•
Tlri� i �i 3
EE A 1F
FT, �AREP 0 ARE Me 1- i 1Ef-- P,
'Yg7 7&CO C v . F Z.
SbZ78 cv F;.
5,6 2-78 - 2-1
,2o 8c/- cvV
Firm L`taQ.Y CcnEdR

SPEC!F 12CAT T 1i1AS FOR' CONSTRUCTION- OF WASTE TREATMENT LA BOONS
:ONS
---------------------------------------------------------
All trees and _3r_._h shall be removed from the construction area
before any excavating or fill is started . Stumps will b removed
within the area of the foundation of the embankment and fill areas
and -'- '" excavated areas All Stumps
.-' roots exceeding
inch in diameter shall be removed W a minimum depth of one ( 1 )
foot.- _Satisfactorywille of all debris. The
foundation n ^_.ar shall 'b __osone=' thoroughlybe a beforeplacement of
embankment material . Lagoon site (and pad site if needed)
stripped f topsail
-C psa - :£ i and stockpiled
t c1: - 7 ed for
- i_z_
slopes ( .tom.•.. " ) _^Th-- `i"`psoel)ng :i'^St ty. -
• -- "v-1-=S9 ... _� tom. �:� 5
specified on page one^( 1 ) _
Cut-off Trench-a
----------------
A cut-off trench (when specified) shall be installed as shown
the plans-
Constructiong
Construction of excavated and earthfill
as shall be
the }-�e t lines and grade, as _�:-.7L ';^- s Deviations
A-'.j•--4a..__ _s _rom _Performed his - x
:-eLug .. --._,: approval of the Sc- E- --_'-f i lshall b , - 1 ve-,d in
max of 6"
"s anu not Placed in
- �_ .,""{=:�'u uaF- -�i•-,.;., construction .�- :'! -s.^-tee' '� water.=�_.:.�'{ �'�=.._.c_�.-._.. -__,.l ._
t or
oat
_ ?- thega:"soo' s'_�.:.� - R: moo".
_.ice- more. -_. ^.3 c`"> ____--- =1'_: _.:_. --�li-- -.."- ""_ _u_ _ ,.� .s. .__. _.._ ..._ __'..» : Wit_ =-,3:.:
Of fill heighta shall
include ten (10) percent for Settlement. To protect against
when areas Of ansuitable material are encountered, they will ,,d to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted w" a " a=ruved material Me-CL,SQCH) , Refer to the soil
investigation information in the plans for special considerations,
Precautions should be taken during construction to prevent ......j,a?
evosion and sedimentation,
-------------
All
exposedembankment and_ o_ram` hare
constructed areas shall
'atz
be
seeded _r the planned type of t?gek _tF3, -- i- J- _
Construction - ding to seeding ----"{-'.'--c='"'i - -

SEEDING RECOMMENDATIONS
-----------------------
USE THE SEED MIXTURE INDICATED:
QEST SUITED CN CLAYEY OR NET SOIL CONDITION- )
t t - .�t
S^tLBS ?_-�' V :s i_-1'L:'-..! BAHI;y _=BALMS x_F 60 _B= /L._RE
(SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO jUNE 30
ERMUDA GRASS ER E3
i�U_ =T_'x lS.'S! MOST SOIL CONDITIONS)
jam
4 TONS OF DOL3NITIC LIME (2 TONS/ACRE)
2ul�') E."ALES I' F SMALL BRAIN STRAW ( 100 BALES/ACRE)
ALE SURrACEI DRAINS SiOULD BE INSTALLED PRIOR TO
ALL DISTURBED AREA IMMEDIATELY
{:a.�y 3't- �-! AFTER
ti!"•--!'cam'.. SEEDING. SHAPE
APPLY LIME -Fa1`T�-t FERTILIZER
T��,_"7 E -- s��-. Y h� _ _EARTH MOVING _ COMPLETED.
SEEDBED.
MEN _ =.__._1_._.R D O i=R3-SPARE A s TO _ s iJ7_'F 1
SMOOTH ' ,r{n% f 1:.. . APPLY SEED -z�+yf-1.J FIRM. TO
r—ED t-v I.TH •A CULT
' T T j
AR
yC'` APPLY. .. �F...t - AND SECURE` WITH- :�i MULCH
F`-L-
��i�..•{''j t:- j"S •-_ :.auyy--t[ L `�..� i --���Aa_`€=__` T11�d2�: COMMON
.. . J:A-...1-__ W fr_IN! t Sr�is 'Bt_ HIA_ F IS RECOMMENDED
1-iMMr-ND `!i'^T
T
UNTIL. _ —" BE. INCLUDED,,, f: PROVIDE —,�i!%^C1

�f
4; The 3"eiotimendL 777a i17_fn amount to a a'ply _� irrigation .is
One ( 1 ) inch and the recommended 3'zda?4i(';um app =rat3_s, ems, is
inch nab' hcu _ ' _
Keep vegetation on the embankment ,=r d areas adjacent to the
lagoon mowed annually, Yegetation should be fertilized as needed
to maintain a vigorous stand=
6. Repair any e.,d,d by rodents and-
establish in veastatio,
All surface runoff is to be diverted from the lagoon to
\.su __e s= table
S� Keep a minimum of 25 feet Of grass vegetated buffer arouqd
waste util"at"n flelds adjacent tO Perennial streams. Waste will
not be applied in open ditches.
-`i`.���nce or within 100 �'_e f may._ � _ PumP ii 200 -_ __ _'�
waters9. The Clean Water Act of lq77 prohibits the
harge of
POIlutants into
the - - ,d = Thy=. Department
and Natural
Management,'Health,#1 L"3 s i-� - - =Resources, `-._.. _ Environ-
mental
._ _ _..:=.%i, ik;-_.b.'...._. =, this

n is designed t-,r waste treatment (permanent storage) with
7 i'E R Oder This lcontrol . 7laE= time required for •, _ .
lanned fluid level to be
i:x .. ¢ :_ vary .-•E. to sail conditions
_=firns
i Sri i 3�i� (permanent a- -t e±Tt��"-.ri_['�1. s i!��'a g=_) #j:a t•�ti _eC' ..
bR -+-
'*�i� operations, and the amount of
fresh water :�;�ded to the system.
.
Theflushing
designed y "ned 6 months to spa-=r y storage S in eatimated <u=_' e
animals; rainfall
after
- don that occurs an the
! i -_ C - r =i . (onee=� E = . Y s waste d
3) the _ _
average of On& every 25 years. The volume Of
a given e ar to year. ThisY i -tee :s bas
ed r f inches e a i er':cess
equal t i he or x eeds s 1° =_.L a_: Ton _ �: n
rainfall Which is
year...... i ^J i will
herl-: a3 n average Of _ inches Of excess
r factor to Ens-de.
pumped each year. The 25 year rainfall w1E - not be _ be
nnuaj pumping
cycle�; but this nyo` _ volume
must al44 s
b
.=l.;;.t i.on is determined in each design
he outlet invert Ol APe" fro-1
pumpinq and this is usuallY t le elevation to
is elevation
'3 f C-.,,ping , a permanent marker _ air_ elevation
_:y•E-• ___ _ ti..:'�'-installed On f be established
toto indicate when pumping should begin.
stop pumping_ to maintain a-.-i .s_ -_ ��:La e between �_...-:"e
e started or
-_•1 1 __Pumping-2't•i•• J.._ for
operating convenience assite =conditions waste without
i a»ho__ -.
ojj,, crop, and equipment in or der to aPP!Y
ter is recognized as an accePtabl-_�
Land applicatiOm Of waste "a set ,
Methods of aPPlication include 501id
method I of __ -_ ...._._ _ -.:f ��!= -i•' Care should
be
c :; _. _ . ? a ' =
__ '_• , _ - cio's_
taken When to
_. • - _ _ �o
The fC11OWing item-E, are to be carried Ou"
chaeged ti-�: 1/2 its caPacitY to Prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
,,•:K=:=-, entering h lagoon _ _ .-p,z_ .._.`S i_=a't"E-•'•': - - vt E_.i1 t=Z t_`_._w.= s
Covered
at
flush buildingswv`_tr_ recyQ2d j_:LIM_! liquid. Fresh v.a --
be used for flushing after initial filling-
... .,41j,ation plan shall be followed, This
The attached WaSny UL*-
2. recommends --_i d: _it:yY �Ix-_i I,_ ...7 :�:' ofwaste, ....»_. attachment)
plan
before land a r a j._- t i O Y:,
-_ .'xr. - .w.�_ � __._ :r:�;rY,.fir: xJ_r: :�`r-t�W .iM'r StOP ��.€7t�#-�es•i_ i•�'=�-�i
-: - :tj+, r •Mr a'y::i- , r;,i ^ii y o i
Uiv depth
_ _ = vary _.r`F fe �, .d T8._2 ..` gallons R_' ._'3.Z• : _+•=i .?t

�
Of 25 year - 24 hoar s�onn
Yol�me = 7- 5 inches / 1� inches per foot * DA
v�luan= � ZF=¥°�t50 O cobic feet
TOTAL REQUIRED TE�1PQRARY ;TO����GE
5A. 72871 cubic feet
5B. cubic feet
5C. ccl: t
5D. cu�ic feet
TOTAL
�rr�r� cubic feet
6. SU��MARY
�o�al required volu��e 437O53 cubic feet 4-N&z7f ���
Total design volume avail . 443942 cubi�
Min . req. treatment volume plus sIud ~
ge accumu^ation 297675 cubic ft
At elev. 46. 1 feet � Volume is 30�318 cubic feet (end pumpin� >
Total design vo�ume less ��5yr-24hr storm i� 409542 cubic feet
At elev~ 48.3 fee� ; Volume �s 407706 cobic feat (st�rt �umpin�)
Sea�ona1 h water table ele,ation 42.8 feet
7 `
���~
^~� �
,�
^ ^ ' -- '
y/�� �� �
SCS DOES NOT CERTIFY
THAT EXCAVATION AND
NOTE� SEE ATT��HE� WASTE UTILIZATIGN PLAN FH]L VOLUMES ARE
CORRECr

^ /'
'
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width = 5513g
120.0 172.0 5%949!0 square feet
u�
Sq �*° m
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
rci-oow, "'
TOTAL DA 55040.0 square feet
Design tempQraury storage period to be 190 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 297675 Lbs~ SSLW * CF of Waste/Lb. /Day * 180 days
Volume = 72871 cubic +eet '
a»o Volume of wash water
This is the amount of fresh water used for washing floc/rs �r volume
of fresh water used fcz- a flush system. Flush systems: that recirculet�
the laguOm water are accounted for in 5A,
Volume = 0.0 gallonsiday 180 days storsg*s/7.40 gallons
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in emcess of evaporytion
Use period of time when raimfa` l exceeds evaporation by largest amount.
180 days excess rainfall = 7. 0 inches
Volume = 7.0 in * DA / 12 inches per foot
Yolume = 3���n5�7 cubic feet

� AtoraDAVID WILLIAMS County: DUPLIN Date: 07106/93
' FARM
Distance to nearest residence (other than owner) : 1680.0 feet
1 . STEADY STATE LIVE WEIGHT
0 sows ( farrow to finish) x 1417 lbs. = 0 lbs
0 sows ( farrow to feeder) M 522 lbs. = 0 lbs
2205 head [ finishing only} x 135 lbs. = 297675 lbs
=
0 sows ( farrow to wean) x 433 lbs. 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 297675 lbs
2. MINIMUM REQUIRED TREATMENT ��LQME OF LAGOON
Volume = 297675 lbs. SSLW m Treatment uolume(CF)fzb. SSLW
Treatment Voluome(CF) 11b. SSLW= 1 CF/lb. SSLW
Volume = 297675 cubic feet
3' STORAGE VOLUME !=K]R I DBE ACCOMULATION
Volume = 0.0 cubic feet SLUDGE ACCUMULATION NOT COMPUTED
AT OWNERS REQUEST. REMOVE SLUDGE
4 -TOTAL DESIGN VOLUME AS NEEDED.
Ave. An&,
Inside top length ���20-0 feet � Inside top width 172-0 feet
Top of dike at elevation 50.0 feet
Freeboard 1.0 feet ; Side slopes 2. 5 : 1 ( Inside lagoon )
Total design lagoon liquid level at elevation 49'0 feet
Bottom of lagoon elevation 38.0 feet
Seasonal high water table elevation 42.8 feet
Total design volume using prisncoidal formula
SS/END1 SS/END2 SS/SIDE! SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2~5 2.5 2.5 315.0 167.0 11 .00
AREA OF TQP
LENGTH AS WIDTH ~~
315.0 167.0 52605 (AREA OF TOP)
AREA OF BOTTOM
LFNGTH' I WIDTH �
29170 (AREA OF BOTTOM)
AREA OP MIDSECTION
LEN8TH It WIDTH it 4
287. 5 139. 5
F1', = [AREA TQp + 160425 ('AREA OF MIDSECTION * 4)
� OF 52605,0 (4*AREA0425 MIDSECTION) + AREA1�«^nBCTTOM]
yOLUME * DEPTH/6
LAGQON AT TOTAL DESIGN LIQUID LEVEL - ' 1 .g
443942 CU. FT.

U.S: DEPARTMENT OF r-RICULTURE NC-ENG-12
Soil Coriservat ivn St.- 'rice Rev. 6/82
EARTHWORK COMPUTATION SHEET
NAME: DAVID WILLIAMS FARM
--- -'SETTLED TOP DIKE ELEVATION 50.0
TYPE EARTHWORK: X Dike 5.5:1_TSS _ 12" Top: Excav: Pad
STATION ELEV. FILL END AREA SLIM OF DISTANCE DOUBLE
GROUND HEIGHT (Sq. Ft. ) END AREAS (feet) VOLUME
-------------------------- ----------------------------------------------
0 48.3 1.7 28.35
106 48.3 1.17 28.35 56.70 106.00 6010
202 48-4 1.6 26.24 54.59 96.00 5240
248 48.0 2.0 35.00 61.24 46.00 2817
363 47.0 3.0 60.75 95.75 115.00 11011
478 50.0 0.0 0.00 60.75 115.00 6986
584 4445 5.5 149.19 149.19 106.00 15814
610 46.5 3.5 75.69 224.88 26.00 5847
670 44.4 5.6 153.44 229.13 60.00 13748
730 42.0 8.0 272.00 425.44 60.00 2.5526
776 41.5 8.5 300.69 572.69 46.00 26344
882 44.5 5.5 149.19 449.88 106.00 47687
982 42.0 8.0 272.00 42I�19 100.00 42119
1053 48.3 1.7 28.35 300-35 71.00 21325
-----------------------
1053.00 230473
1. Double Volume of Fill 115236.5 Cu_ Ft_
2. Volume of fill (line 1/ 4268.0 Cu. Yd,
3. Allowance for settlement (10%) 426s8 Cu. Yd.
4. Total Cubic Yds (2 + 3) 4694.8 Cu. Yd.
Computed by: GLENN CLIFTON
Date: 07/01/93
Checked by:
e:

Soil Conservation serviw_:':
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
in
Designer GLENN CLIFTON Checker
Date 07/07/93 Date
job Number 803
,_.�.� _ A rat 4 n'S n..ti?.���„%F-�P.����_ s�:?.s?�R�`__-;,kt�'f':....�}.i'?t.a�n�t-_�T�{�:�`_`_,✓Y��_W LL.aa_LL�.'$�_�w-1-•=�' =i'$Su 1•_ _ .r. _a.
PAD FILL.
TEMPLATE DATA!!
Beginning Elevation 577'
Beginning Station 3o6o
=- .. .4 _ 0.00250 it/ft
_
SECTION NUMBER
fR- ter Station
ORIGINAL DATA-
L.i 200.0 48,3 500,0 48.3 400.0 •i_ _ -1 430.0
_ _ _ . 48.3
8_ -
SECTION NUMBER 2
ORIGINAL DATW.
SECTION NUMBER 3
ORIGINAL DATA-
i 11 i', NUMBER ,c
Centerline-_it._ Station _ T_k

(
PAD FILL <continued> 07/07/93 —age 2
S. �ON NUMBER 5
Centerline Station 5+75
ORIGINAL DATA:
100.0 / 59.2 20O.0 / 54.9 300.0 / 51. 5 400.0 / 49.7 430.O / 49'3

Service
PLANNED
QUANTITY
_irerJa t d or
t1.
•3-•••.�•ilr -- •!z+L-%•-v w--4 2 +- =-eb-i _3e A-3- C- A m- a£. et-J.+Y vl• -i - _es v6e - v_.-A,
P -_

P.-Yer-L44 i Department of Agriculture
Soil Conservation Service
PLANNED
GMANTITY CALCULATIONS
prepared e for
1
Di {S-LEN Mk FEE t_ , North Carolina
Date : 07/06/0f, Date
job Number 803
�K_ _ �S.:_ - - _ -_3.•L-v-t-1 t�y.. _..4-}-:--y Jr-t.•yr_E_:.Gfi�_. 2 -S-•F: v.!� -.!:•i .....y.� _ ,...t .J:L S:�J..1,._y.y.`...
.;� ,.��•w.: - ��:a.`�..:.�:h.-:-.'.;z.a z :�_ti:t..t ��.�.;._a�... s:`_$_����.��.''�����. ���.�-r-.p.`•'{���q,. �w�.a.aa,. �,.;A.�.,x�:,-_._:h:.:�n.
s —i-f ic.i _. .1—*4 EXCAVATION FILL
=%+i _C[t
Right O_,. —_.._ ?r._ _-.''_'_'t Ar_.`: _F!!__....—. Area Volume
45
t 150 .0 - _
40_ fl , _.. 150.0 fit+4`ry 9 =3:^ . _S
250 ^i'4 R _ 1 150. 0 _. -. _. 21S. 5 _ -

i
rf
r
�sIJ f CO.
Confinment Building TYPICAL, VIEW OF A. ONE-STAGE GOON SYSTEM
71AZ C-LEb. 53.0
Pit
" Pipe (]
Top Width
'Settled 'Top Elevatioi�,r,.$�', •+
K
ss
ss
° ..` TREATMENT /
k+ LAGOON
is
Depth !.0.:.3
+eeds to he adequately
supported) /"

• TYPICAL /' q;-sacTXUN OF
r
'e
LAGOON 0Oivw,:RUCTION WITH
PAIMAL••CLAY LINER
I TOOT THICK CLAY LINER
FILL Y (MINIMUM) FILL
AVERAGE GROUND
AVERAGE GROUND --
EXCAVATrs THIS AREA AND VARIABLE SANDY MATERIAL
VARIABLE �DACICF'ILL WITH 'CLAY NO CLAY
SANDY MATERIAL � � ,T-- __R__
NO CLAY -- ---- /,
--- -- .
FOOT THICK I FOOT THICK
CLAY LINER CLAY LINER
EXCAVATE
SANDY CLAY-CLAY
SANDY CLAY-CLAY
. 6-- SEE SAnDy C4Ay/ L�HlrKi
ADDITIONAL'EXCAVATION DUE TO LINER: Cer»pa'rA,"or►S
AVERAGE DEPTH TO CLAY X I FOOT THICK X DISTANCE CUBIC FE1.7r — .ZOS*- CU TC YARDS.
27 CUBIC FEET/CUBIC YARDS

U. S. MAtrMiT Of AGRIC AE
soil CM~IM lwvicr _ *w. /ll
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: -bA V sy Date: ? f e- 1 9 3
county: o -
Address:
Ado tfs�� 3�c
i
l ; 31 at gwpt L i To 1
` 1 /
w /
Q/ o
i
3 Avg. SD au ELEV.
1 1
� Avi.L€m-m 26a'
(Ira back for velum eatadation)
Use of facility: AnIMAL W*,%Te �rtt-&-rnw tr LA,&ovn
Capacity.: 4r3LJR&&� lom it 5e3_g_Y.Z___ .-__Ft3
.r Soil Type: AB
HBAc ! Nark Description n A e LTerraE'Tc��g.ems
LiAS e E F MASKEP 34 Met3dan.
Bottom 81ev._ im.0 _
Normal Ligui.d Level zlev.� , U-4
Storage for normal Precip, (+) Ft.
Maximum Liquid Level 81ev. 1-8.3
ZS yr. storm storage M 7 Ft.
Crest SSW S.1ay.
max.Flow Depth M — Ft.
Fr*abcard (+) 1. 0 Ft.
Top of Dan Merv. sue-o

N
°�'.- ��..e,,i'"- ._,..��f.p ' �._,._'j"._ Ij sl�hn�l L_ ,Q�• �I��� � �+{.. �I�. _•I�� tl + ...I.
... 0,•� O f! „I! d n p _ !
E li .S _.3,.
I � it
,
{
4
I
JLJI..
. J;X,
I I y
{
1 I II { A-,1
17
tt-
M
1 i Gl D � � ..,,.� �,_,1. ...i.{• �,� ..:�... I � I .,<.�. �I , f I 1 f � -! I.. I.. I i �y I _
,
rw._ �,.��� + ;� .� ��� 11I � � fl 11 f j ! , I � , � � : i I � ' C � � � fi .�: ; ► � � �.���psl 1 �'�'I ' '�� I I ► , � I ,
I
_•__ _ _'.» 't-�Lr+'..�. �.fr/,... I .. ..... ' .1. � .� I I I .! i I :.I""" � J I .1 .�_. I i I � 1 .I �
If
' .. � � '. I .+ I....,.1_...1._.A_.._I..0 ' ! � .� ... ...... .. ........: �.,:1_... l :...a...�_._�_.:_.A_.L...-._......._l_J...'_._..:.....-......�_.......d..— .J_.. �
t

Ir
2080
_..~.
77
Fit- I
no -IT FYI
Orr
47
77
-41
if
I Squan!s to the Inch
-
'
_~

-7-1177
t _
3 - i __ i ,�e - t =,eta ��Z�.do� �r-ia - f '�.'•-i:o �; ��— �
-- --- 5 --r_ _ ZJ
0 Squares to rho'.neh

LAGOON DESIGN CHECK LIST
�1`. Copy of 026 and supporting maps included if clearing involved.
(including access roads and waste application system sites)
Dam Safety Exclusion
a. Dire not over 15 feet high to down stream slope and not over
10 acre. feet storage to top of dike.
3 . Storage -Volumes
1> designed volume exceeds needs
�-b.:-- all temporary storage is designed above the seasonable high
'--water table.
d. minimum of 6 feet treatment volume depth available
d. no sludge storage statement included if landowner so requests
4. operation & Maintenance Plan (sheet included)
a begin and end pinup-out elevations shown
5. Location Sketch (included)
'a. distance and direction to nearest residence shown
b. road numbers shown
- c. north arrow shown
Hazard Classification Sheet (NC-ENG-34 included)
'a. °.distance, to nearest strream in event of dike failure shown
.)a!' distance to nearest public road in event of failure shown
c�topo Snap of area to support a & b above included
7 . Waste Utilization Plan (included)
a. ----all tracts, field numbers, field acreage, (available acres
excluding buffers for ditches, roads, homes, property line,
etc_ ) crops shown
=.b:"-signatures of producer & person preparing plan
pumping agreement signed by adjoining landowner showing tract
.numbers, field numbers, acres, etc. if needed
legible ASCS maps of effluent disposal fields included
'e..A legible soil survey sheets showing.. all -effluent disposal
fields included
suitability of soils for crops planned assured
g. attachment "B" on sampling procedure included
8. Soil Investigation Sheet (SCs-ENG-538 included)
minimum of three borings on Class 1V & V . lagoons _
borings 2.G' below designed bottom of lagoon °
location & elevation of borings in relation to grid survey
seasonal high water table at highest elevation
borrow area location shown

operator------______==--- ----->David Williams
County==-==_=--=_--_=__--__ -- --_=--->Duplirt THE FQL
--_ _ >07/35/93 COMMAND
-
Dist. nearest residence (other than owner)=> 1600 AVAILAB
(farrow to finish)-- - --_ > ANYWHER
(farrow to feeder)===-- - --- _---> l THE PRO
(finishing)=- - = ---> 2205
Sows (farrow to wean)------ __==> TO PRIN
Head (wean to feeder)---=_�— \pd
Storage volume for sludge accum. (cu.ft.)---> 0
Treatment Volume (min. 1 cu. ft. per lb. )===> 1 TO CLEA
Inside top length=====�_—_-_-"-------_==> 320 \cd
Inside top width =- -- - -----_> 170
Top of dike at elevation-------=-----=------> 50.00 TO QUIT
Freeboard=- = :__------ -__—_ -> 1.0 \q
Side Slopes===-------_=== --__ __---- -_> 2.5
25 year - 24 hour rainfall== - — --=> 7.5 TO GOTO
Bottom of lagoon at elevation--�---_=__> 38.00 \sr
Total required volume=- --- => 436279
Total design volume available-----> 437617 TO PRIN
Design end pumping elevation=== _-------- --> 46.10 \pc
Min. required treatment volume----> 297675
Trmt. vol. at end pumping avail.===> 296778 TO PRIN
Design start pumping elev.=== -_--=====> 48.30 \po
Min. required perm. + temp. volume=> 403617
Design vol. at start pumping avail.> 401819 To GOTO
Seasonal high water table elevation--- -__> 42.80 \wu
NOTE! Verify that temporary storage is adequate:
Min. required temporary volume---==> 138604
r `gn temp. vol. avail=====-_=___> 140839 '

311 n U 325 READY
K L M N 0 P Q R
Dist. to nearest residence (other than owner)
5 sows (farrow to
5 sows (far^row to
r head (finishing S}Ti 1 y) :______________________; 2205 TO PRINT
3 sows (farrow to ALT—P
head (weary to
i0 Stonage volume for sludge accum. (cu. ft. ) :=> O&M PLAN
1.1 Inside toy 325. 21 ALT—C,
12 insiue toy widti :----------------=------ ---) 175. 121
13 Top of dike at 50. 0 TO CLEAR
14 ;=Y=e+_Ci saY d e__ ___________--_--_----=----__---_? 1. 0 qLT—C
16 ; a Year — E4 Hour~ Rainfa1l==---===--===--====> 7. 5 :SEEDING
17 Bottom of lag,cton elevauio�: .------_-_—_--=__—_; 36. 0 SPECS.
18 Total
15—Jul-9 OS:5 t ACE

�I,3'Ii I"aIII.i..�{•i...._C�i:�.I.��*I�.III.�,i s'a.{�.IIl I.�ouA.'II���,I_tpoa7V.iI�i�I{++,k:.
T 4-
,,LI_".....'...._._....r(f�InI.....i�.»,-/�.°..-p„I:...�.`.I�A.,..•._.-e.-�l I....{III_L._....
4.4
.1..ny..�II�..__..I,t;.hi!.�._f�I�
J_
r-
..,..`.o.�_ ..._.1.__._.i{—._—....__—..-
'--,�t:-__-.I.�—_1 I I®.. .��o��!Q._.
Yi
44 1
IT-.__�!:. .II�_1N�#.8-._�.II1+-.._.�.a-_:.:__._.T_. . �yylI
TT
4-- 4--fl
-T,T.
------ - 44-1
..12
t
'17
-I-_JL­
T.1
1-4
_. ."Ta.I+I�c.�I�''y-*"�,IL,I-o
771
T- .Zr_-p�__a�}}Ij o....'.__.,..II��l.-:-_rII!.''LIF.I_.._-II I_ {`V-�.+LI.I-_.'...I i,.__.5._1I
C_Z 7
2 611-
'1 71-
lp
T7
1"],111`711,
q
fl7-
t
-4

U Jepartment of Agricult' ure
Soil Conservation Service
PLANNED
L'ANT I T f L=A'-"- ��.r'ST IL�ir1S
1:1repared for
ph
P. l {i Carolina
llorth
Designer GLENN CLI'FTON Checker
Date 10t05/95 Date _ -
job Number s9'
LAGOON E !_AVATION FOR LINER
:T* EX CA`_'AT I ON FILL
=n Lc�+�i i CEF7t ! f i—CL CL _ _ Area V plume Est e� ��oIume
�.i idth7 eS cs ( ft) 4F r r`'T' ? fSgFt) tCu.FPS) i fSgFt)
1 1 :
1 -_ R 1 - a 1_ 1 1 1 a i_1 s += 'C S.0 ='_C."
;fin e 36:_'R
fj_t_
23

CH-Ver-1.44 {
OS Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
OUANTITt' CALCULATIONS
prepared for
ID44k/ IE11 W 1_L_
i r3
OsiRLIN County , North Carolina
Designer ; CL ENN CLIFTON CheckerDate : -
i c / 5 Date
97.
job Number y +.�
.f ah^.`.�`'1`'��..i`x'.T.�'4`.�.e7+,..?.+}I.FT�m"`a-�eA m�T+fi�T�T!+i.h/f`�T�M R:L`_'{..�..3.�r$.i¢'T.�.�+,.,`�'T���'SF T+F.F.:'-e•+,'�i1.`{ter .-�.�, .p�aT P Fr.:�S`.i.-2t pF'^
LAGOON EXCAVATION FOR LINER
TEMPLATE DATA:
Beginning ing Elevation - 36.6
92-i-= ' 92 ' _ C\3CL51{•'_ = 1 _ _t3_3i)i'it f}_.-`i"i
�� L1 j-F-i)- C; C�.�1o _ i-). _'t_'tF Si'=5 T} f -
L+. t0.om, :.._
:.._ - -- - l(i:t)F) fit;'-Gt-
y.s{:,3 �"J .'-Fi'tC�) t:t_�.l:tL-�=i._.._1 0.00000 i' L.��„
_5�� to . . - - - - _ - -
t}
SECTION NUMBER I
Centerline Station :2* - -
ORIGINAL DATA: _ 45.3
_
5
SEC T I;Oh: �11i�1B.-
r 2
Centerline Station 2000
ORIGINAL DATA
SECTION NUMBER -
Centerline Station 3-,-00
ORIGINAL DATA:
30.0 1 41 .6 100.0 0 _ 45.9 200.0 / 49.0 285.0 50.4
- -s_T I ON NUMBER 4
Centerline Station 3310.7
ORIGINAL DATA. _
22

UH-ver-1.44 .
SUS Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
IDP�'V -TID wI[ L-I JE ink MF3
in
:_;LPLI •y County, North Carolina
Designer CLENN CLIFTON Checker
Date 10/05/95 Date
Job Number 791
LA=;OON EXCAVATION
x* EXCAVATION FILL
Bon Left Right Of f-CF ; Di e Area Volume � Area Volume' �;L _st. `
Width SS SS ;ftt Sta ( ft) r SgFt1 (Cu.` ds) (SgFt) (Cu.Yds)
F
is L 7444.2
�—�r. _
21

4H-Ver-1.44 {�
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
OUANT I TY CALCULATIONS
prepared for
in
iD'U L IN County, North Carolina
Designer a G ENN CL IFTON Checker
Late 7�_0 _?=„95 mate
job Number 79,s.
LAGOON EXCAVATION
TEMPLATE DATA
Beginning Elevation = =8. 5
Beginning Station, - +98
V98 to -i nr 8 r i3 CC51_ — a 1 0.00000 =t/..:t
1 i ii
SECTION NUMBER 1
Centerline Station
ORIGINAL DATA: _
10.0 / 44.8 +_c_0.0 46a8 ,^-,-_�0.0 . 45=9 s 0.0 ' W_ -
SECTION NUMBER Z
Centerline Station 2000
ORIGINAL DATA;
SECTION NUMBER _
Centerline Station 3+00
ORIGINAL DATA
`;0e0 1 41 .6 .100;0 1 45.9 200.0 / 49s0 2
85e0 50.4
"-7T I ON NUMBER It
Centerline Station 3+26
ORIGINAL DATA:
40_0 42.0 100.0 46.3 200.0 45.8 300.0
20

U. S. DEPARTMENT OF AGRICULTURE NC-EUG-12
5oil .Coaserva.tion Service Rev. 6/82
EARTHRORK COMPUTATION SKEET
EARTH EmAgnexT
,ts p
Name J>A V D• Xtj,i.L , n nn S .
Address T,�P&.,n Co-
-Embzn4wr=t: Top Width Side Slopes '}
PAb Fr
Sum OF DOUBLE
STATION HS;GHT END AREA END AREAS DISTANCE VOLU E
(Feet) (Sq.Ft. ) (Sq.Ft. ) (Fcet) (Gu.Ft. )
3•}-{•0 6b 5_ t E�2 too �oaS�.[� _
- 5F-too 4-`77
-- - 762 t o 0 74, Zao
S+aa .ZSS 53� 5 6 .2W 500
S-t-5 0
(fl-ta o t `7 9'
9 202
191 z 4-7-
Double Volume of Fill -t 2 D Cu. Ft.
Volume of � fill (line I t 27) 3 Cu. yds.
Allowance for settlement (5 or IOx of line 2) = Cu. Yds.
4. Total cubic yards (line 2 f- line 3) Cu. Us.
-' Computed by �_ �.; �lil& Date 101 3 1 95
29

U. S. DEPARTMENT OF AGRICULTURE NC-ENG-12
Sail Conservation Service Rev_ 6/82
EARTHWORK CONFUTTATION SHEET
PA Ceu-r
dame DAv4o Vj ILL 1AA4S `
Address a w ro Cc,
�= Tog Width /to a Side Slopes 4-:(
PA1> Cu Y'
r4LI, sum OF DOUBLE
STATION H-EiG i END AREA END AREAS DISTANCE VOLUME
(Feet) (Sq.Ft.) (Sq.Ft. ) (Feet)
------------
¢+ao 4- 1-1 e> � o a {-fir0po
Stoa (�6(0 37.8 So 1 8900
5-rs o 2 t 2_. +g,i ra o Z45S'a
©
I. Double Volume of Filly 2 �jo 22-5 Cu. Ft.
Volume of embaiil:&ent fill (lit%e 1 27) _ t } } Cu. Yds.
--i. Allowance for settlement (S or IOx of line 2) Cu. Yds.
4. Total cubic yards (line 2 + line- 3-) _ Cu. Yds.
Computed by 19, AM, Date to j 3(95
28

k• sue-_ . .��� _ .e- �=�]Cry"�
.y
TIM
timp I
i
�.e
. f

man

r -
Inside trip length (feet)--------------------- 291.4
Inside top width (feet)---------------------- 161.4
Top of dike elevation (feet)----------------- 51.5
Bottom of �. goon F?l \cati-ion (s_et ,=e,�--------- 3.6,a 6
Freeboard (feet)------------------------------ 0.0
`side slopes (inside lagoon)------------------- 11.0
-_ a 1
Total design ;volume using p►:'ismo dal formula
SS/END4L SS END2 SS/SID=1 S^:'S_IDE2 LENGTH WIDTH DFF'.- i
AREA OF TOP
LENGTH * WIDTH =
291 .4 1�1.4 4-70`2 AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
*0,2.t i ;y.t 14 c-44 (AREA OF BOTTOM!
AREA OF MIDSECTION
LENGTH A WIDTH 4 _ ;7} �
�46a • i�La 3 -.-_._..+.__ i.1"ei_S'= F MIDSECTIONT �'ti
CU a FT. = E r€REf TOP + (41AREA M l =`�:a f ON` -t- AREA BOTTOM] T DEPTH/ '
4 0-32.0 i 1515- 14544.0
Total Designed V lume__Available = 41 19:1.3 _U i= ?
Z.7 84-53 ) cv F'T
3 13 t cu qbs
25

E:ST-t A4XTr`D C`p%l LMER Corn Pt1TATio•z S
Inside top length (feet)--------------------- 280.0
Inside top width (feet)-----------------------= 150.
Top of dike elevation ( :feet)----------------- 51 .5
Bottom of lagoon ele- atit=n ( feet)------------ 3:18.5
Freeboard ( fieet)"---------------------
------- 0.0
-Mide slopes €inside lagoon)------------------ _ .o
Total design volume using prismoida.l formula
SSIEND) GG.'ENj2 zS'-IDEi. �;±_,/GIDE2 LEtJGTHt �411DTH DEPTH
50.
AREA OF TOP
LENGTH * WIDTH
280.0 150.0 42:000 (AREA OF T011P)
AREA OF BOTTOM
LENGTH * WIDTH =
_thy e ri ?::_;? 14544 (# €# OF =ETT+3m?
AREA OF MIDSECTION
LENGTH WIDTH 1K
2-41.0 i-17004. (A^EA OF MT-DEErTTOfj1 41
>ti
CU= FT. = [AREA TOP 4p AREA MIDSECTION) + AREA BOTTOM- DEPTH/6
3 n
4'.'i]i; J i 1 i 004 x i i 141 .:_;
T-t-al Designed Volume-, table - '5435;4 Lim i=T=
24

U.S. DEPARTMENT OF AP 'CULTURE �` NC-ENS-12
Soil Conservation Service Rev. 6/S2
EARTHWORK COMPUTATION SHEET
NAME: DAVID WILLIAMS
SETTLED TOP DIKE ELEVATION 51.5
TYPE EARTHWORK; X Dike .1^ SS _ 12` Top: E <+ 3ra Pad
STATION ELEV. FILL END AREA SUM OF DISTANCE DOUBLE
GROUND ;HEIGHT (Sq. Ft: ) END AREAS (feet) VOLUME
1_.8 -�,1. -fit 3�; sS3_Etli� a�?•d`s
130 47.6 3.9 92.E-3 123.79 100.00 12375
;`'ii 46.0 5.5 : 56,75 249.1$
100.00 24916
372 44.0
398 46.1 5.4 152.2B 411.03 26.00 17 687
5 ark 8.5 313.75 475.50 100.00 47550--
8.0 88.00 606.75 'I iiii ei:.0 60675
684 44. 5 7.0 231 =00 5 =0 -
5950
-----------------------
684.i 0 253556
i?3;s_!ble Volume of Fill - !267 7.9 Cu Ft.
2. Volume of fill ( line 1/27) = 4695.1 Cu. ``d_
3. Allowance for satt'E eft€'€en=( 5-a) -- 234.8 is L[_ Yd.
4 . Total Cubic Yds (2 & ) E - 4929.9 Cil_ Yd
Computed by :
Matte 1 �i^: i 5/ 5
Checked
19

DA b 1j ►AMS
D�Pu V)
TYPICAL CROSS-.SECTION 0p
LAGOON CONSTRUCTION WITH
-PARTIAL-,CLAY LINER
1 .9FEiT THICK CLAY LINER -
FILL (MINIMUM) FILL
AVERAGE 'GROUND --- - �` AVERAGE GROUND
VARIABLL EXCAVATE THIS AREA AND
T3ACKFILL WITH CLAY VARIABLE SANDY MATERIAL
SANDY MATERIAL NO CLAY
NO CLAY -
00
1 .9 FEET THIC .* IEET' THICK
CLAY LINER C.AY LINER
EXCAVATE
SANDY CLAY-CLAY SANDY CLAY-CLAY
i
ADDITIONAL' EXCAVATION DUE TO LINERS
AVERAGE DEPTH TO CLAY �X 1.9 FEET THICK X DISTANCE - (:URIC FEET = 3 1 3 J CUBIC YARM
27 CUiIC FEET/CIJBIC YARDS
NOTE: W11EN AREAS OF UNSUITABLE MATERIAL ARE ENCOUNTERED, THEY WILL NEED Ta BE EXCAVATED A MINIMUM OF 1.3
FEET BELOW GRADE, BACKFILLED AND COMPACTED WITH A SCS APPROVED MATERAL (SC, CL, CH).

Dgv�a 4MS
DuPu n ,
'TYPICAL VIEW OF A ONE-STAGE LAGOON SYSTEM
Confinement Bldg .
Top Width 'Z Settled Top Elevation
�2,o Pipe Invert Elevation x
�Ss __3 ►i_ SS.3
Pit �� Treatment
i
Lagoon
Pipe (Needs to be adequately 11 Depth
spp or ted) 1+ _
Bottom Elevation 39.5 - -"
NOTE ; RIP-RAP, FLEXIBLE PIPE OR OTHER SUITABLE HATERIAL WILL BE PLACED AT PIPE OUTLETS TO PREVENT
EROSION OF CLAY LINER

ftG-EftG-rif)
U. S. OVARTIMIT Of AMICULTW MC-EItev. G-40
Soft camer r:tfa, Semica
PLAN OF EXCAVATED WASTE STORAGE PIT
- gp : �A,tiD INtt,ttAr� g Date- I& I-oslys
county: a'aZzIn =
Address: ResF µ it-
LfMBlH
w at Stuff. To f I
AVE. TOP ELEV. Alk
t4 SECTtQtE^_.�.��
g _ AVE. BOTTOM ELEV.
Air
APR 0 9 2019 fKETM
Alater©ualitj
R.9*wl0p8atlonSSeG0= (34w back for votum caleutatians) -
Use of facility: An.mA, WASTE r,� ,aYw Ulons LAb =3 e Ft3
Capacity: Z 34-5`t bT G lio b
soil. Type: Ails
Bench Mark Descript on Ten o P feel 8r e r "r92
e-XI STin6 14CUSE /1� T Ta BP �/1Trm7} EL-E✓. $O.O
Elev. 38.5
Bottom Slev. 9. s
Normal Liquid Level
Storage for normal Precip. Elev. `f-g•8
Maximum Liquid Level {+ -� Ft.
25 yr.. storm Storage lev..
Crest ESW E
{ Ft.
Max.Flow Depth
Freeboard Elev. 5I•
Top of Dam
16

■■rn�■.■■■■■■■■■■ ■■■■■■m■■ ■�■■■■■.■■.■■■■■■rn
'IiiIiiii riiiMi iiji ii ■ r MORE
EMONU ■M■ail sf�■
■..■ ��■■� ■ .■■ ■ Wa■� �.■■■■■■■...■■.
���i.aS■ o ■■ .■■u■■.n.■■■.
■■■■�_■■■�■■ ■■■■r■■■■■■■■■■ 00
WOR MEMBER
■ ooms MEN
�=■u■■■o■■s
■■ ��■■■.
.. 0■■
WE 0
MON
ti ■■u■■®ifisi
�r� '■min■ �� '�'�•��_i ■�in' ■. ■
w,
i■■MEN
ri<■H■�
mob
SEE
MEN
gym■
■■ MEN
WORSE
NJ
ME
OWN M
.oaf.® ...��M... �.
ME
;��■��ME
MEMEM
■ME

SEED I NS SPECIFICATIONS
AREA TO BE SEEDED: 2.5 ACRES
USE THE SEES, MIXTURE INDICATED AS FOLLOWS
0.0 LES= FESCUE tE GRASS AT 0 LDS./ACRE
(BEST l t:TPD ON CLAYEY OR WET SO T L , ND I T I ONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH __;
0.0 LS'S= RYE S ;t,T r T i� L$S.;ACRE (NURSERY FOR FF_SC'�E)
0.0 LB S. `PENSAC OLA' BAH I A CRASS AT 60 L BS./ACFE
(SEE Fe inTN";TE NO. 1)
SEEDING DATES•- MARCH 15 TO J NE 15,
0.0 LBS= HULLED ED COMMON BERM UDA GRASS AT S LBS=i iACRE
SUITED FOR MOST SOIL CONDITIONS!;
SEEDING; DATES: AFR I L 1 TO -t tL'- ?1
0.0 LDS. !:fit:UL LED COMMON MON BERM DA -GRASS AT 10 LSq_ fAt_RE
SEEDING DATES: JA' L�AEtY 1 € MAR-CH' 30
i :ti_ a - i_ _ = R`t•_ i?_R _Li AT "'='0 t_.C`�a i ACFY 6_ (TEMPORARY G!ORA5'!Y V_._1_E 2 �FI 'r
=EFD I_ , DATES: siECE�BER 1 Tn MAR!-:
.ry t'
5.00=0 LSS= OF ?0-10-10 FE RT I L I ZER ( 1000 LBS3 /!=;CRE I
5.0 TONS OF DGLGMT TIC LIME (2 TONS/ACRE)
'.'_- ,i F BALES OF SMALL LL GRAIN STRAW ( 1 Eli 7 It(�Lr�G/€�I FEE s
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEIDING= SHAPE_-.
ALL `TSTURBEED AREA IMMEDIATELY AFTER EARTH rltlVINf, T= COMPLETED.�
APPLY LIME AND FER T I L T ZER THEN D T R K Ti i P R F PAte E A T C. 4 1 P C_H
-rO T � SEEDBED. AFPLY SE__ED Alii FT_R[ aITTLc���TD
OR SIMILAR El-D fTEMENT= E`F`L MULCH AND SECURE WITH A KlUl-C-itit
ANrii-#OR TNG T F in! OR NETTING,
1 = =: fi •F'.. Rat;T 3:_RASS IS =;! Ot4ER T -,.1 I ESTAIiI T q� T ._tj �i�;=i3��r il,{
ER Pi; .Y{ DA GRr.�S . WIHEN' :'_G BAH I A g IT F�s i� fii-F��E�f Fist� T14 Az T .-
nF f- l;M r-4 BERM DA BE IMF L IDED TO RRLf _?_Y€_
UNTIL RiAHIA GR€G'G IS SST€ BLrSHED.
14

SHEET .2- OF L
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 f'la--men _
i-e i` 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 l 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 ma?;7ffium ASTM D698 Ter,. Unit
Weight of the 1 i ner ma_er'i a' When smooth or hardy the previous lift
F Vi
shall e' scarified and moistened as needed ;before placement of the next
lift.
The single most important art r a f fect._ng the overall compacted stet! perme-
ability ot ;ice than the type r_. clay used for the
._„ a clay liner, �._r- � .. type
liner, is the efficient construction_;n processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
Most c sOi is s a tamping or sheep f:_:ot
compaction; pr;-:ePssa For �._-t la;= �
roller is the preferable type of compaction equipment.
The b r .- - the discharge Of waste cutlet
:t soil liner Shall be protected from a '^
T• some type energy dissi �>_'1,t _r-r ack: 1
xir�r-�== This s can be dune �: tisj_ F� _ _1 �f �g� - -
or using flexible outlets on waste ip 'a.
Alternatives to soil liners are synthetic liners and b:entonite _ealant=
When theme are specified, additional construction specifications are
included with i this Const--E!r:'`_iOn =pec_fi cation=
CUTOFF TRENCH
--------------
t cutoff trench shall be constructed !_rider the embankment area .s-a'._en
�-- ,; cross section i. the plans. The final depth ='f the
shown r!t[�in f_,c: a typical r`�:�a 1 _ � 'l _t
cutoff trench shall be-determined by observation of the foundation
ion
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as e;-;on as possible after construc-
tion � o A- �i g specifications. io soil s�i( uld its •-- i-'__`t�'d
Lii2�i according n� __. the seeding _� e-
on areas of the dike and pad to beseeded. Temporary seeding Or mulch
_h
shall be used if the recommended permanent vegetation is €ut Of season
dates seeding.cis srar:e:-,t vegetation =hrs_tsd be established as =c-ti=P~`
an possible during t_ne next period d of approved ed seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
1 encountered, the ti le will be removed to a minimum
Whin tile drains err? r_ _ -
of 10 feet t_re-r q rr' the outside toe of !tope of the dike. The tile
trench shall be barkf_lle:d and co;m6acter{ With good € aterial such - -
SC, i:L_ or CH.
13

3` t �y
SHEET 1 VE i
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT L.AEGUQI
-----------------------------------------------------------
F OUNDAT I ON PREPARATION-.
-----------------------
T'+fe found-at-ion: Area of they lagoon e fban.-; gent and building pad =-all be
cleared of trees, logs, stumps, roots, brush. bro ldersgsod and r obi lishn
Eatisfacto y di-position will be ears 1f all debris. The topsail from
the lagoter: and pad area =-f'tould be stripped and stockpiled for use on
the rti ,e =z;dC1 pad c1rea5= after str i �lf_'._r}q, t h-- foundatJ orE area of the
latginan em. aE"!t'ment and building Pad _hall he thoroughly loosen=d prior
to 0c- ci fg the first lift of fill material to Qr-t a gong biond=
EXCAVATION AND EARTHFILL PLACEMENT)
----------------------------------- i..., 7
The cfomol.eted ex-cavation and earth f i l# =�;r 11 c o�lff"�rm to the lines,
ines ,
grades, and elevations shown on the pla-_� Earthf?I l material shall
i_:a• free of material- such as =—.ads rcoi--s -frozen soilg stones c+`'=er
iinches -in-indf-_l#iEet2r, rrd other ni�_ier _inr, #f1L material ¢ Trt the eaten
_
they are suitable, excavated materials _an be used as fill . Thy -fill .
=-all be pro_ght Lip in appr o.-,.imatel; orizontal layers not to e; ce_rl L
inches in ''_`hiiekneas when loose and prior to, compaction- Each laveC
he r-_mh-cted by complete cove-ane with the haulirnq and spreading
ci_r- standard taimp ng rc:l 1,__r `Jr "k her equi alent mie-h`id=
=ceER`c!eti4i1? be ef�nsidered adeE.��tate when fill mi aterial is eb=e�rved
a= ' r�=ii= fl= a+.a tm the room- that set}:lef!;e Et is n=-t readily detectible.
N ET THE =,r ECI AL RE�liIIFiE�tEHTE FOR P €C-3-EMENT OF L IINERs IN TE•-tE LINTER
E;PrTlON CF THIS SPECIFICATION. The embankment of the iagoon shall. be
instal led _sing the more impervious materials fy'OM the required
e: - :atica Esc Cons-t-rLjc_t_i--n of fill ._ -h s shay include 5 erce_nt for
E.tt l.e!fient_ EL3i Dikes overlr_t saet i� height aandE�ti t_�i an in 4ndment_
._zi�r.-a te: ' 1.{} acre-feet oreYeE_xr az i der t_hie jur.�.`.sdI t.�.on of the Nl-,.
r,a Safety L �= height i s a: �<� t fe difference i elevation
� : �; a�: The �__Egfi ate .���_._ a en__ Et
frorit the constructed height to the dc4=:n=tr-eam trae rod` the dike.
^rE✓cautiens shall be taken during constr-uction to prevent axceSsJ Ve
er-cs=or and sedimentation .
chi: �•. T€<� �.;Ttf �€ {r! cn IIR= rEjTrE`FEc H E [ EE i Q -t
t._.L t4T_i.r THE f.INIMU f REQUIRED E -_� �H�..._L r� ¢ + € -_
NOT E! LINERS (PARTIAL ORE c fLL` PF REQUIRED IIt:ET. WHEN THE f�? ..A .S f : _,D°:Q_,
nee} tTT `.i r D ~ E•i,E-sz` E_-UC7 ! L�NrS L! F E `T
€vs;-E=r T IFi�: i i�$� RE``OR• .�_•s� I�_ l�`F-:��Ls _ e=.� ._{..��c r�_•._._ ��r�T_�. Ai I L
t-Q --.i - [O` rR_CT:.19N r A FE •r -! CROSS �_E�Tl t 1c
kF Ft D!_-. t.= T T R
r C •T.`.fE T DESIGN_.W E f - 1 C• f r. Cs`r f* C RI-IT" _ EP-1 ?-
.I _. .._I tF'F=f k? THE .E-t_.:�,: i _e`-,�.R i'•=r= .:!_,_?_F!-:,�'il _•� i �= - F'== �F`- _
When areas of unsuitable mater7=:? _t: ;_- f-:ia _ tittered, they will bib ;'7ta�^r"r-
finish Qr_de to the sp c?tied d+a�,th as me'a-u rc,t
p �endi ular t=s the fi:!_=h neade. The sh=it he back'illed
t- grade with G CS approved material l [ ' e - C: _SC v C1's;
r� E ECTLE If Er`EETI'�iTIr1Py I F ti t=C#v IN THE PLANS FOR EPECIA:
(40_NS I DERA`f I nN1q=
12

SHEET c OF 2
4. The recommended maximum amount ti- apply per irrigation is
one (1) inch and the recommended maximum application rate _Js 0.1
-inch per hour-p Refer to the waste utilization plan for further edeta_is.
'tom {;eels tiPE]s=tie ie=3n the e thani rner�t and :area adja ent. to the
lagoonmowed ac:•nu ll . Vege;'�t-i D=F be -pr; iliZ +d as F'YeeLs--ed
trc. l�ttc�l=t R V i gOrOUS Stand.
Repair an eroded areas or areas Hafnaged by rodent;. and
.
-- f�i _% si{;-T�-�r= rfin�Fff =G to be _]i-e-`-�T_i� .zr{_:i�i t_�'}Y �1e��:p=.:a �e, St.=% ;
a Ti3.�ram.!a um of 25 feet i F; gr cam=_ ven_et—a ed }Ju#"e-- .. _ o Snd
1��{'�_lliza'Fio fields ccdia.c f�E'ttj�•�o oerc,b'.eEY-lia sttrrye-m.tz. WastTe U�_I>
oi� be applied in open ditches m Do not- ptum1= within i00 feet o
r-=.iden_e ._. within 1-00 feet of a well . Waste shall be applied Jr, A
mn,ni-`-e`er- not to reach other property and i:;>_{'r; ; c r i ght—of—wz ys
she =lean Water Act o izT? prohibits t - discharge o
ir:? ?.it i__nt's i fto waters of the Efr_fiej =.tata_, The Department of
Environment, Health, and Natural Resources. Division of Env rton-
lren ta1 Management, ha e r e ; ram? b l ; - .i:l e :or=z n th i
.. ,_.s the s�cr -=- - - r n . n� - -- -a.:e_
11

SHEET 1 OF 2
©P'L-ATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
30 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
i�f. fresh water added to the system.
The designed temporary storage consists of 120 days storage for:
( t ) 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 write generated ;'Ir_m =! given number of animals- will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
{�= a factor to consider in an annual pumping g cycle, but this s storage
`:`ol_{mr? !(SuSt always he available.
A maximum elevation[ is determined in each design to begin
i usually the outlet invert of pipe(s) from
pumping and tt-t_s is �._L.asl;- _
bui l:sting(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 topped at any time between these two
elevations for operating convenience as site conditions permit,
such as
wh'.'c!ther, soils_ crop, and equipment in .order to apply waste without
runoff or leaching.
Land application of waste rater is recognized as an acceptable
method of disposal . Methods of application include solid set:-
center when
guns, an d traveling gun 7 r�riga bon be
Care should e
taken when applying wastL_'_•' to prevent damage to crops.
The following items are to be carried out:
. it is strongly recommended that the treatment lagoon be pre--
charged ged to 112 its capacity_ to prevent excessive odors adui'-'Og
start-up. Pre-charging reduces the concentration of the ._:'lion{.l-t
waste entering ri-ng the lagoon :=th r b reducing odors. Solids should be
co- ered with effli ent at all times. When prechar Ling iscomplete,
flush buildings with recycled 1.=.gr;,_n liquid. Fresh water should not
be used for flushing after initial filling.
2. he attached waste utilization plan shall be followed. This
Elan 'e-o£?F!ends sampling and testing of waste _see a_vim?_Fimen't
before land application .
1 . Begin temporary storage pump-out of the lagoon when fluid ,e . e ..
reaches the elevation ;i?.B as marked b permanent anent marker. stop pump-
, _ ��
out :.;her the his{id level reaches elevation 47.7 __3.s temporary
storage, less 25 _ - 24 hr storm,�r m, contains 72963 cubic feet o
545762 gallons.
10

HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner David Williams _ County Dublin
Estimated Depth of Water to Top of Dam 13 Ft. Length of Flood Pool 100 Ft.
Date of Field Hazard Investigation 9-25-95
Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden
darn failure.
Est. Elev. Est_ Elev.
Kind of Improvements of Breach
Reach Length Width Slope Land Use Improvements Above Floodwater Above
Flood Plain . Flood Plain
Ft. Ft. % Wooded None ± 10 Minimal
1 100 50 6
2
L3
- - I
Describe potential for loss of life and damage to existing or probable future downstream improvements
for a sudden breach. A sudden failure of the structure will not cause sianii"icant_damage to any
improvements. Although the structure is located on a hill. the immediate surroundim area is very flat
in topography. It is approximately 500 feet from Bie Beaverdam Creek and approximately 100 feet from
�SR 1100.
Hazard Classification of Dam(a, b, c) (see NEM-Part 520.21) a
NRCS Dam Classification(I, II, III, IV, V) III
By Date 10ha1957
M.Floyd Adam, /E.
)j
9

TYPES OF MATERIAL. ENCOUNTERED IN BORINGS
(Use one of systems below)
r
NIFIED CLASSIFICATION USDA CLASSIFICATION
-Well graded gravels; gravel, sand mix g-gravel
rly graded gravels s-saad
y gravels; gravel-sand-silt mix- vfs-very fine sand
yey gravels; gravel-sand-clay mix sl=sandy loam
t graded.sands; sand-gravel mix fsl-fine sandy loam
rly graded sandst-loam
sand gt-gravelly loam
ey-sands; sand-clay mixtures si-silt
s,•silty,v.fisie sends;sandy orclayey slit siI-Silt loam
CL-Clays of tom 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, tow plasticity sic-silty clay
OH-Organic clays, medium to high plstst�city c-clay
L Suitable material for eznb.1...t is available Yea Q re No tle:ditIIte whe tocctea on the ststrh on
nwnv*stay
REMARKS: THERE ES_ CALM A Z F L oo— ArcR A n or SC. _ An IA- r T o&
SOIL PAO;rILcr ArnD JNOVLb rlo-r 3T: Er�ovGto 70 Lrn6
to iAu .l_A64*o-A_ Be FaeE Ltnenv 7XE L/06QOA% i S%AA7� a
SC M14TE�t4L nquv r -5e GX G rt 3�/ 1 Gtr�cFt. to 7NE
30ke0„v ItIeEA_
2- Expo hazards requiring special attentioa in design .(Seeaaae,sDrtrra,-,M,E mac!
GENERAL REXUM: -
24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51
i
1
8

U_S.DEPARTMENT OF AGRICULTURE
9". S'711 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME i t, r a.n; DISTRICT - vPLt r,
DATE 4 51 4 5 COUNTY 60 f.t+ �
S_Q S_ PHOTO SHEET NO. WORK UNIT 1
WATUSHM AREA MEASUREMEI M
CROPLAND ACRES PASTURE ACRES
WOODLAND) ACRES TOTAL ACRES -MjfD-CLASS WORK UNIT CONSERVATIO,,ISf
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MAIZE (Appror.scale lt'= feet}
Locate reference point m canter line of dam and fdmft on sketdk,
i $ it 6a
� rn- y sr
ee W A L
1
SHOW BORING NUMBER AND PROFILE
DEPTH Nake and list dam-site and sptllumy bortnps first-then vended arm and borrow pit borhvs.separate with uermal red tine.
SCALE (Continued on back where nectssaro Show water table elevations on dam-silc 6orinps.
1 l 8 A, 26 T 8 9 �I} 11 12 13 14 15 Ifi IT 18 19 20 21 22 23
Z -3 ''"
3 -4 SL SM SL
-5s Sco sc
S _ xtr 5.S $G Sc-
SA4
pp .t
BORING MADE BY ncrG Eta-- SIGNATURE &=.E LA(,._ , yJMS T,tl v' ins v
/2--t/ U i rtt
7

LAGOON DESIGN
er ato :DAVIL WILLIAMS County= DUPLIN Date-. 10/05 75
Dii tan-e to nearest residence (other than, owner) = 1600.0 feet
i , AVERAGE LIVE WEIGHT (ALWF
i sows (farrow to finish) x 1417 lbs_ _ +7 lbs
ci _sows (farrow to feeder) x b2.2 Ib=. = 0 lbs
14-70 head ( finishing only ) 135 lbs. = 1-98450 lbs
i- snws (farrow too wean ) 4-r-. lbs_ _ €-) lbs
lJ hea.d (wean to feeder) x _0 lbs. = t1 lbs
Dcas Cr3b2 OthBr- 0
Total Average Live Weight = 19E450 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
!� olEt ie = 198450 lbs. ALW x Treatment tic,lurye(CF)/lb_ ALW
Treatment Volume(CF)/lb. ALW = 1 CFylb. ALW
Volume = 198450 cubic feet
ETLR GE V ' LIME FOR SLUDGE ACCUMULATION
SLUDGE ACCUMULATION NOT COMPUTED
Volume = 0.0 cubic feet AT OWNERS REQUEST. REMOVE SLUDGE
S NEEDED
TOTAL DESIGNED VOLUME
Inside top length ( feet',----------------------
Inside top width (fe'et)-== --===-=-=-==- - -0.
Top of dike elevation (feet)----------------- 51 .5
Bottom of, lagoon elevation (feet)------------ 36.5
Freeboard (feet)----------------------------- i _(D
Side slopes (inside lagoon) -------------=
Total design volume using grismoidatl formula
GSfEND1 OG/END2 UG/GI_r,E1 GGr`GIPE* LENGTH WIDTH DEPTH
�.1: - .0 _ � 274.0 1-44.0 12_0
AREA OF Top
LENGTH * WIDTH =
? ,t) i 4 Q ---REA O3' TOP)
AREA OF BOTTOM
LENGTH ' tailDTH =
i 7-7.0 4544 (AREA OF r nTTnM 1
AREA OF MIDSECTION
LENGTH W I DTi-! * 4
'R.t) 1€R,C) 10- E'16 (AREA OF MIDSECTION :� 4%
CE E a FT. = [ARRE A TOE' + (4*;AREA M I rGEL:T I ON) f AREA BOTTOM] DEPTH/6
"'46_0 10 16,0 14544,0 X _
Total Designed Volume Available = 313,632 CU. FT.
4

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA
Lagoon ( top of dike)
Length * Width =
1.0 150.0 s F;=}_`_a square eta:_
l d i;Igs (roof and lota'�er--
(_, .o Square feet Describe e this s area.
TOTAL DA 4_'ey{_I.c! square feet
Design _temporary, storaoe. ._period tom. be. 1SO days.
5A. Volume of waste produced
r-ec--S r_ urine production in qal . /dav per _t5 lb Al W 1 ='?
��7� ctf7 =bs. �:-��•' 1.-�5 1 b s. f-LW � �. . _ na i ,fdav 180 daysF"
`V01L1:Tle = _:25%i2 gals. or 4 462".3 cubic feet
. D_ Volume of wash water
This is the --mount of fresh w�.i%er used for washing f l oo-s— or vo14_me
of f re-sh water used f or __ f I u—ffh-= -fflnffai. Flush �;%1T=€?7- that !'e'i ri ctl t e e
the lagoon water are Eic-c-sunted for �n 5A_
`oluTIE+ = 0.0 JR0 fjEays storage,.-:.48 Qalloni
:mar
Volume = 0.0 cubic faat
`-.1 !U—m ;Df rai^fal l in exces=s cif e==apor;-:?tion
Use period of time when ria- ? exceeds `-t•.: i qes 7i•�_ii_*n
p- r =>l e_ evaporation �,' =�-r�-- = - -- --'
U30 days excess r ainf•a.al '- .0
o iiffle = 7.0 in ;!< ::A r .12
+.firl:=TI r` = 14500.0 f._ubii_ feet-
5

--0. Volume of 2�5 year - 24 -our storm
Volume = 7- inches .` 12 inches per foot DA
Volume = 26250.0 cubic: feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 46463 cubic feet
Uj 0 cubic feet
5C. 24500 cubic feet
5D. 6 50 cubic feet
TOTAL 992-13 cubic feat
6= SUMMARY
Temporary st_,r a_e % daysRainfall in excess of 7.0 inche
25 year - 24 hour r aio �'�tl ?___________________. 7=5 inch==-.
�l"eerit7�+t d------------------------_----_----- 1.0- fee`.
Side
Inside toy 1 lei 13 t F�===--------------------==--•: "�_�a i� #e_
Inside top
C'_i.f i+.
'Top of dike eie�°atif?n=====__________________.` 51.5 fees
Bottom of l a:�r�on a 5 feet__-
Total requi red . ,1�!!� ______________________=r> '9766
Actual design . 3.13r6-'_'•2 r-ii
Seasonal high water-table elevation ��:S i-r t==-"' 41.0 fee3-
=
Stop pumping 47=1f feet
Must 5e ? or = t? the SHWT e l e✓,==---====--_ 43.0 feet
Must be or = to min= ran.. treatment Zia 44=5 •E-
fe=°-
Requi red minimum at-T1eT- L. ,tOl+-'.ricr�====___-__='' i9R45�; -�;, •� -
Volume at stog3 p=!Ts 'iI-Efi a-•l�'y'=`,� ior=====______-` ^1't�t" cL:_
S tart p !€�R i_E n e l e-._ _-_---_____---_____-____. 2 v
Must t de at=Ejyo '�__s5m o e 'I ree�boa-d & 25 Apr e ra i n j" 1 -
Actual :/olume less 225 i; _ _'4 hr= 2 -"-'A' CuT
Volume at start pu7i7djine �?_''aT 7 i ei{====__-____. -'R6627 i u.
sReq,ui '-�e!d volume '=+� be ^�#, rse --_--- -' 963
��
Actual .volume Csl�+, s:�:sd A-, _____-_- -
._ _=r 4_-�t• �:r tE;E��eri=--------_.=. �-r-f 0i i =i►
r1in. thickness . � e? rj3q
rle, r_ :�_' of� liner EF#�'e A_E,ired==`` 1 =_=? f
DATE a lol o5195 DATE:
NOTE: SEE ATTACHED WA_TE UTILIZATION PLAN
C-0!FMENTS_
6