820621_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: 82-0621
2. Facility Name: Joshua Coombs Farm LLC
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: PO Box 612
City: Clinton State:
Telephone Number: 910-990-7077 Ext. E-mail:
5. Facility's Physical Address: 5838 Dave Brieht Rd
City: Turkey State:
6. County where Facility is located: Sampson
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"):
10. Operator Name (OIC): Joshua W. Coombs
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
Certificate Of Coverage Number: AWS820621
Joshua Coombs
NC Zip: 28329-0612
NC Zip: 28393
Prestage Farms Inc
Phone No.: 910-990-7077 OIC #: 989920
Allowable Count
2,940
Swine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cow
Pullets
Feeder to Finish
Dry Cow
Turkeys
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers
Other Types
Horses - Horses
Horses - Other
Sheep - Sheep
Sheep - Other

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
l
(j
.,v
19.00
4
+u0
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are. not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
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: :� ,..•L"-4 L- a-►l5- Title: OAWV/-
Signature: `Lt4 Dater
/11
Name:
Signature:
Name:
Signature:
Title:
-Date:
Title:
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]
APR O 5 2019
I[esyw,...0 .iy�rdu�u.3.iwu�A
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
a a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering 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.
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).
El
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS.Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
Signature of Technical Specialist
Date
/�=Sjt�
Date

NUTRIENT UTILIZATION PLAID
Grower(s): Jody Combs //,7,-- k2- Farm Name: Joshua Combs Farm
County: Sampson
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder 0
Feeder to Finish 2940
acorage --.�vuciure:
Storage Period:
Application Method:
Anaerobic Lagoon
> 180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the'amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown_
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste. may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

4
This plan is based on the waste application method shown above. if you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be fleAble so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, fe, tons, etc.):
Capacq Type Waste Produced per Animal Total
Farrow to Wean 3212 gal/yr gaUyr
-7
Farrow to Feeder 4015 gal/yr gal/yr
Farrow to Finish 10585 gaUyr gaUyr
Wean to Feeder 223 gal/yr galtyr
2940 Feeder to Finish 986 gaUyr 2,898,840 gal/yr
Total 2,898,840 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitr en Produced per Animal Total
Farrow to Wean
5.4 lbs/yr
lbs/yr
Farrow to Feeder
6.5 lbs/yr
lbs/yr
Farrow to Finish
26 lbs/yr
lbs/yr
Wean to Feeder
0.48 lbs/yr
lbs/yr
2940
Feeder to Finish
2.3 lbs/yr
6,762 lbs/yr
Total 6,762 Ibslyr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 25.25
Total N Required 1st Year. 8047.0025
Total N Required 2nd Year 5890.3201
Average Annual Nitrogen Requirement of Crops: 6,968.66
Total Nitrogen Produced by Farm: 6,762.00
Nitrogen Balance for Crops: (206.66)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 8

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3(h) of 8

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over'applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, pre
should be exercised not to let small grain -reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass= This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Lbs N utilized / unit yield
A
Sartey
1.6 lbs N / bushel
B
Hybrid Bermudagrass - Grazed
50 lbs N / ton
G
Hybrid Benmudagrass - Hay
50 lbs N / ton
D
Com - Grain
1.25 lbs N / bushel
E
Corn - Silage
12 lbs N / ton
F
Cotton
0.12 lbs N / lbs lint
G
Fescue - Grazed
50 lbs N / ton
H
Fescue - Hay
50 lbs N / ton
I
Oats
1.3 lbs N / bushel
J
Rye
2.4 lbs N / bushel
K
Small Grain - Grazed
50 lbs N / acre
L
Small Grain - Hay
50 lbs; N / acre
M
Grain Sorghum
2.5 lbs N / cwt
N
Wheat
2.4 lbs N I bushel
O
Soybean
4.0 lbs N / bushel
P
Pine Trees
40 lbs N / acre / yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/yr/animal Farm TotaUyr!
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
0 Wean to Feeder 0.072 0
0 Feeder to Finish 0.36 0
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be -nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facilitywill produce
approximately 0 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 0 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 0 acreas of land. 1f you apply the sludge
to com at a rate of 125 pounds per acre, you will need 0 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables -may make this plan invalid.
`This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to. ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Gall your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste-
5 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Joshua Combs Farm
Owner: Jody Combs
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that l must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Jody Combs
Signature:
// '--i f� - 1/V-
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature:
Kraig Westerbeek
Private
1635 W. Wards Bridge Rd_
Warsaw, NC 28398
[phone]
8 of 8
0
Date
Date
Date

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Hobbs T30PT Traveller
Field No. Travel Application
TRAVEL
LANE
Wetted
Nozzle
Operating
Operating
and Speed Rate
Effective
Effective
Diameter
Diameter
Pressure
Pressure
Arc
No. ft/min In/hr.
Width ft.
Len th ft
feet
Inches
st Gun si
at reel si
Pattern
Comments -Acres er ull
1 1.77 0.37
220
825
300
1.08
00
93
330
at
2 2.12 0.5
190
760
300
1.08
60
934.00
4.03
3 1.77 0.37
240
220
300
1.08
60
93
330
2.07
F2,H4 2.12 0.5
150
320
300
1.08
60
93
220
1.62
F2,H5 2.12 0.5
150
360
300
1.08
60
93
220
1.73
F3,H6 2.12 0.5
180
20
300
1.08
60
93
220
0.62
F4,H7 3.54 0.61
130
80
300
1.08
60
93
180
0.69
F5,H8 1.77 0.37
220
700
300
1.08
60
93
330
4.40
F5,H9 1.77 0.37
200
650
300
1.08
60
93
33Q
3.80
FS,H10 1." 0.37
200
360
300
1.08
60
93
330
2.30
TOTAL =
26.26

Sheetl
`�
IRRIGATION SYSTEM DESIGN PARAMETERS
M
e a o
Lan o rl pr ame:
Joshua combs Farm C. A 4� -6 a ti County: Sampson
o
Address:
PO Box 612 Date; 2!8/00
Clinton, NC 28329
Telephone:
[phone]
Table 1 - Field Specifications
Maximum
Approximate Maximum Application
Maximum Application per irrigation
Useable Size Rate Cycle

TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler m
182
Operating Pressure at Pump (psi)
106.6
Design Precipitation Rate inlhr
0.31
Hose LTVh feet
Type of Speed Compensation
Pump Type PTO, Engine, Electric
.Pump Power Requirement h
984
Mechanical
Engine
25.2
X)0000 (X
)00000=
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.
go degree bend
2.82
Dead End
.2
Tee
1.40
Gate Valve
2
45 degree bend
1.52
Page 1

Sheets
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed Irrigation system which Includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4, sources and/or calculations used for determining application rates. .
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkier(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate,
g. irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

,' Sheet6
Narrative of Irrigation System Operation
CS
V-.e t ,a Aez
e&- a4 ace. C-�.o'- C 0-CIv►r'
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Av�ok ,

011CC1I
CALCULATIONS
for Specifications
Sprinkler Type: Nelson 150 ; Hobbs T30PT
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter:
300 feet
Desired Spacing (%). 70 %
Design Spacing(feet): 210 *PVC Irrigation pipe normalcy comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 220 feet
Actual Spacing (%): 73 % _
Application Rate =(96.3xFlowrate)1(3.1415x(.9xradius)squared)
Design App. Rate = 0.31 in/hr
300 degree arc = 0.37 in/hr
220 degree arc = 0.50 in/hr
180 degree arc = 0.61 in/hr
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree arc =
1.77 ft/min
220 degree arc =
2.12 ft/min
180 degree arc =
3.54 ft/min
Mainline Velocity
Velocity = A08 x Flowrate / pipe diameter squared feet/sec."
"For buried pipelines, velocity should be below 5 feet per second
Pipe size:
Velocity=
4 inches
4.64 fflsec.
Page 1

VI K-6%0
Maximum Mainline Friction Loss
Most distant hydrant: 10
Total distance: 840 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 1.75 feet/100 feet
Max. Mainline Loss = 14.7 feet or 6.4 psi
Head
Total Dynamic
Sprinkler Pressure:
60 psi
Loss through traveller:
33 psi
Elevation head:
0 psi
Mainline loss:
6.4 psi
Suction head and lift:
2.2 psi
5% fitting loss:
5.1 psi
TOTAL(TDH) =
106.6 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feeQ / 39601 Pump effeciency
Pump Description: Rainbow 6x4sx113
Pump Efficiency: 45 %
Horsepower Required: 25.2 Hp
Thrust Block Area = Thrust / Soil Bearing. Strength
Thrust:
2400 feet
Soil Bearing Strength:
1200 feet
End Cap:
2.0 ft2
90 degree elbow:
2.8 1`12
Tee:
1 A ft2
45 degree elbow.
1.5 ft2
246.3 feet
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 106.6 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Page 2

Ol Meu
NPSHA: 12
NPSHR: 6.5 *from pump curve
If NPSHA>NPSHR OK
Se
�.
,� C �•r \ �, i S
Page 3

AVERAGE APPLICATION RATE DATA FOP. NELSON S 180 GUN a 24 DEGREES
FOR VARIOUS RING SIZES. PRESSURES AND ARCS OF THROW
BASES ON PUBLISHED
PERFORMANCE
DATA FROM NELSON IRRIGATION
-
�[x
X-M
0176
9L fO
2 0
,,
<kaM
+ pr
e-8
SO
r00
245
0.23
028
am
0.34
M39
0.0
OAO
0.91
a7a
av
70
110
121)
260
270
023
027
030
0.93
0X37
0.42
0.46
O.S9
0.74
$0
125
300
025
02$
027
0.27
om
03D
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....... . .......

EMERGENCY ACTION PLAN
DWQ PHONE NUMBERS �133 -33ar� 0-
EMERGENCY MANAGEMENT SYSTEM
SWCDNRCS
This plan will be implemented in the event that wastes from your operation are leaking
overflowing, or running off site. You should not wait until wastes reach suace waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This plan should be posted in an accessible location for all employees at the
facility. The following are some action items you should take_
l . Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application_
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff_
d_ Evaluate and eliminate the reason(s) that caused the runofE
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.
December 18,1996

D: Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. flake sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks- possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage, put m 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.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a fixture rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional office,
Phone - - . After hours, emergency number: 919-733-3942. Your phone call
should include: your name, facility, telephone number, the details of the incident from item
2 above, the exact location of the facility, the location or direction of movement of the
spill, weather and wind. conditions. The corrective measures that have been under taken,
and the seriousness of the situation.
b. N spill leaves property or enters surface waters, call local EMS Phone number - -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number - - , and
local NRCS office for advice/technical assistance phone number - - .
2 December 18, 1996

4: If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimise off -site damage.
a. Contractors Name:
b. Contractors Address: _
c. Contractors Phone:
b: Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc_)
a. Name:
b. Phone: - - —
7: Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems with
release of wastes from happening again.
3 December 18, 1996

Cause
BMPs to Minimize Odor Site Specific Practices
Source
Outside drain collection or
0
Agitation during wastewater
O
Box covers
junction boxes
conveyance
End of drainpipes at lagoon •
#
Agitation during wastewater
O
Extend discharge point of pipes underneath
conveyance
lagoon liquid level _
Lagoon surfaces
#
Volatile gas emission',
Proper lagoon liquid capacity;
O
Biological mixing;
0
Correct lagoon startup procedures;
Minimum surfacearea-to-volume ratio;
•
Agitation
CMinimum
agitation when pumping;
Mechanical aeration;
C]
ovenbioloeical additives _ _
Irrigation sprinkler nozzles
S
High pressure agitation;
`0
Irrigate on dry days with little or no wind;
•
Wind drift
O
Minimum recommended operating pressure;
O
Pump intake near lagoon liquid surface;
O
Pu ) from second sta •e ]a ±oon
Storage tank or basin
0
Partial tLiicrobial decomposition;
O
Bottom or midlevel loading;
surface
:
Mixing while filling;
O
Tank covers;
•
Agitation when emptying
O
Basin surface mats of solids;
C1
Proven biological additives or oxidants
Settling basin surface
•
Partial nnierobial decomposition;
0
Extend drainpipe outlets underneath liquid level;
■
Mixing while filling;
O
Remove settled solids regularly
a
Agitation when emptying
_
Manure, slurry or sludge
S
Agitation when spreading;
O
Soil injection of slurry/sludges;
spreader outlets
■
Volatile gas emissions
0
Wash residual manure from spreader after use;
C7
Proven biological additives or oxidants
Uncovered manure, slurry
+
Volatile gas emissions while drying
©
Soil injection of slurry/sludges;
or sludge on field surfaces
0
Soil incorporation within 48 hrs.;
0
Spread in thin uniform layers for rapid drying;
©
Proven bolo ica1 additives or oxidants'
Dead animals
•
Carcass decomposition
doper disposition of carcasses _ ..
Dead animal disposal pits
A
Carcass decomposition
O
Complete covering of carcasses in burial pits;
C1
Proper location/construction of disposal pits
AMOC -November 11, 1996, Page 4

Swine Farm Waste Management Odor Control Checklist
Site Specific Practices
Source
Cause BMPs to Minimize Odor � --•
Farmstead • Swine Production C] Vegetative or wooded buffers;
❑ Recommended best management practices;
;?--15;od judgement and common sense
el,nliv e,trfaces Dirtymanure-covered animals ❑ Dry floors
..;.,,�1
Floor surfaces
• Wet manure -covered floors ]2r' Slotted floors;
❑ Waterers located over slotted floors;
❑ Feeders at high end of solid floors;
❑ Scrape manure buildup from floors;
❑ Underfloor ventilation for drying — --
Frequent manure removal by flush, pit recharge, or
Manure collection pits • Urine;
6 Partial microbial decomposition scrape; —
Underfloor ventilation .� ---
Volatilegases',Fan maintenance;
Ventilation exhaust fans
• Dust ,fT $fticient air movement
Indoor surfaces Dust Washdown between groups of animals;
❑ Feed additives;
❑ Feed covers;
_Feed delivery downspout extenders to feeder
covers
Flush tanks A Agitation of recycled lagoon liquid ❑ Flush tank covers;
while tanks are filling ❑ Extend fill to near bottom of tanks with
anti -siphon vents
Flush alleys • Agitation during wastewater ❑ Underfloor flush with underfloor ventilation
conveyance
❑ Extend recharge lines to near bottom of pits with
Pit recharge points Agitation of recycled lagoon liquid
while pits are filling anti -siphon vents
Lift stations 0" Agitation during sump tank filling ❑ Sump tank covers
and drawdown
i
AMOC -November 11, 1996, Page 3

Source
Cause BMPs to Minimize Odor Site Specific Practices
Incinerators e, Incomplete combustion 0 Secondary stack burners
Standing water around 6) Improper drainage; Grade and landscape such that water drains away
facilities 6 Microbial decomposition of organic frorn facilities
matter
Mud tracked onto public Poorly maintained access roads -� Farm access road maintenance
roads from farm access
Additional Infornw tion:
Swine Manure Management; .0200 RuleBMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-88
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIEi-33
Environmental Assurance Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Plies; PRO107, 1995 Conference Proceedings
AMOC -November 11, 1996, Page
Available From:
NCSU, County Extension Center
NCSU - BAB
NCSU - BAB
NCSU-BAE
NCSU - BAE
NCSU - BAE
NCSU - Swine Extension
NC Pork Producers Assoc.
NCSU - Agri Communications
Florida Cooperative Extension

Source
Insect Control Checklist for Animal Operations
Site Specific Practices
Cause BMPs to Minimize Insects
Liquid Systems
Flush Gutters • Accumulation of Solids Cl Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
O
Remove bridging of accumulated solids at discharge
Lagoons and Pits • Crusted Solids Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting of
solids to a depth of no more than 6 - 8 inches over
more. than 30% of surface.
Excessive Vegetative • Decaying vegetation —El—
Maintain vegetative control along banks of lagoons
and other impoundments to prevent accumulation of
Growth
decaying vegetative matter along water's edge on
impoundment's ;-erimeter.
Feeders • Feed Spillage 0
Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
Cl
of decaying wastage.
Clean up spillage on a routine basis (e.g., 7 -10 day
interval during summer; 15-30 day interval during
winter). .. --
Feed Storage o Accumulation of feed residues 0
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 bip for
brewer's grain and similar high moisture grain
C1
IHOL9.t& and remove or breakup accumulated
solids in filter strips around feed storage as needed..
AMIC - November 1'l, 1996, Page I

Op-r TIO-i & LAR qT.:: CE PLAN
Prat? 12�--oo:t IiQuid man2,-=e.:t sszouid be a yew-rou�ad ��:or�tsr. It is CV,
sMaua,Qe Ieve:s so trs you do not 'rave vroble= d:*ring cxrcndc�f jamy and
sae sitotTiti be availablee ia�=oorr �riodc wi�e3 the
c :a� is dory mt (such 2s v,.zat-ine For b==azg=- ss) or Vn= th=,
eate;iaed 3r eUs such as Me mma--s=m se scm in rb= 5'mIImcrmne4. 'his Tr
that at the c�c�srtc o� � �u�'�! iII t;�e i-� w�t� y � , i�iaa`�. fn
w'= nmr.2vtent plan should ire done v,,h=ever ffi Is tzy enough to
re^Cive Ia,•oon T; i �:. s;ar ae av i .b is tielam �r m
peuods- Iu t¢--- li--- suIaw/c':v i Me motion should beTn -vvmped downto `imim
(sw ma re 2_lj �o �IIo �rwigier szor F-vcrY efort should beto
the �� clof to the the iiciuid level as Iong as the weathw and waste•
utru2Znoa Vj= VWM allow it.
2ItL L�y2L the lagoon ,T in..c-hs ii23XZaL StoZ`L?c,^._i iftL
smru:ng to
irrigare does nOtlezve room exewiJ w2: auringax-=ded wet
f }veraow aO= dla 1250.0 II - -L G V Z Son cxc..y L 2 2 YCZT' 24-hoiz =m is c violazica o _
s.McFt Gn
M Id mob e= m .'"._ty
T" poi:". = �nce or z17--MC is Involves ` t•
• ME=-tm 3c--off Z. vim- �*�`v.�. cov- ZIT tlIv 4c.::__
Fes=-,- or cm=- On bc.:�itBG'ar_ L°"� cc cr-- the cs ocomm— on veQeuve
- =vm_ Tatvl�.--on Should be -=:ii:Z.
' ' av gv-iii s S" Thy at OUnt 0-i a`e: "tSQiTE.^ should be
v2sw on a Soffs t= bm in. the event ihc^.i IT is nQt_ ic2l to oo
rem
Me la -croon em a:.0 Siii"otIi'iLiiF3�
8IX5 pounds � a=e of ! -10-t 0, or
3z-, zna tm= on :ale a b-an LLL }}ar z mV3i be cma Laile�i�_!{���nh mavav b-
G J. n iFj MWM977. �aL�iz7 �iir7T �MJi C LV'*�biru. ion, uL
des.' r�icrs. •ice should be done a.L least Or-c-- a year and
?os mlY tm= is Y=s the weather commons 2M ; cvOMIDle .r
h e vY vet re gm-d_
N072'- 1 vn=�oa is co ilmiled by swa rin c the h�ic dr r�� not be all8r� to eat=
the: Ia-.00n �.� Suc;-t cbe:nit: s could harm the bactmri ir, the im-gom that arm
the wa=.
ram- :nr� src-s�+��ipIIS Of t i-- jatoon should be• made i=iL• mI,:r the iii of
the lagooII anal at le st monthly and art. Dior-�fkU and sm , events. Items to br
cheelmcL Shouzd iadude, as a --*i,mn, the following:
"` d= P- s, R- c iris Pig, and CverLiaw rirr..s�ool; for_
s.'uar�on or icints
c:acis or b^, Im
�- acculuulador, of s Us or i T =a3S-
Dv=U condition of vines

U*130a sil -Ook fo%
1. illlrse6mi»d vegemliva Xru ah
2. ioaIIng or lodged debris
It}:+�ll :tie :ri • : i
t- � t #-- Ys- s till! •� f w
•! - ii i;if4 .afY. _ t!- v !- to ff - s _sssr - - ast - s• - ra a>i �.., �—t ■
Yi fft -
-
• ! i `Fs'si ! / - _ : !rf � raft• if - t • ia! t _ t .liar_ - a.tai �f , t -
_.•ei at7
fx• sit fr..it�Yw. Y" i i t ,lii - is - t !!a . i - /v ++. !
Any Of t sue iMmes could learn to WDSiG I Gild W ig of V= d2311 Ifpurhz= hS
any of the= � You should call an a� � d� moo.
co -mc*cdon of w� h=c ans_ you �v need to provide a- ftm=azy -TUC if m= is p
of a v a= ri -?e, 1ovy-,,r a nrn
.. aeut solution should � r we:i y
iiui Ma��� mm is mg-oou dam vinh h> �#=mt is a,se a �i e
J � tr_� � �+i>Ki�Fir
andsI oAAiC; not be catf&jj=d>�
t
2- 1=192non PUMPS
Chi =a= ' e2ss, loose i tea, anc ovay..: u m my moo- An === y I� of - H
a`-- oua�• of Mr-1-on, Mav mditam ih x the pip is in or or
react
!t - � �! : r - �-act=-! a !. • •=«r-ss�a - [ - !- � am w±t t iss Yt * s !
not c• - t -dw E + - tilsila "- C_: - Youshould t.=s assttts:saii7ls
SYSt�H ! ._ .i lilt - f -- ' i ■ 1 ! 31 t -
u 1 .Ea -o -
--sai /fi -should fr, t3 ",-ti - }It - It ttE t 7•: t •3i I i to - if="
to iiatr _ i i rf }t•.i i _ r#• K - or !-/S! / - a`` ! 3r/ D # ! . r
[ ' a # o I
s to a u e • t s t ! • Youshould •.a )! t !at ralaratl! : • .sf a e• w • aT Tarf
•af, •I H
! - I- i �f/a tie lti .f / -..• !. ii / ar_t= + ! � it
t ter. - IltY i rmoff,roof ■ -vier. - - ^
' }fii::i
and e.itt}t- lot ut t from your lagoon znd od= wam
.+es �f tT tsi ! •re �. i - tin * ' lri s}} t i t t -
• t..,ftQMY0.CK=1Sfttwb2ch comes ft=y=--
svmm umes and the .flair: ttra h= a " r •sf !s!
• t ul
a f t o t f a.mt7a - i for !- ! /'•- }
1. - i - - _!a t t
T s s i►sarsftft

gi11CIIt� Water cowcx"'varion—nlinim buildin, Water u�ve Gild
S'aillage from leaking waiere-s, broken piney and washdown ttnugh
pruner maen"mranm and water cense�,aaOn_
Mnim=e feed wastage and soiliage by kr--ping fee i= adjume& This
will redum the amount or solids ears -ring the Loon
Maintain la?oou liar: id level berwe= the p=MZ = =p le*d lad
the rtrll temporary she level.
Plate visiale marry or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Fj,-,= 2-1).
Sty 'mg, at the eariiest possfole dam in the main- based an
nturieat reqUirMm rats and soil moistt— so that
wM be mm m ed fo- the summer thmzd.-h_o � szorap
gate in the Iare r season
termer/eariy fall to provide MMMMum lag -
store for the wmite:-
7 r agoon liquid .e3 ShOuId never be closes �- 3 foot to to lowe
- of the 32-rn of
• Do not Pumn t -e lash, Hauid level lower thaz the pManent Swi cr
level unless you am w-noving siudge-
l.ocam- ftoa: ptmm ia� 2aVroXiM2 tely 18 inches uud=mcaft t!l,:.
st��� and as Za � a morn the dire a ice= PIS Possible.
re;rt additions of bedd�- materials, long =�--= T ed fOIa�e Orti��.�rrn,
molded i e' ;3 �-. s ;-€r9..s, or Oth fOr Zgn ma -=Ws into the izzom-
r u�tiy move sOUds from catch basins
wn--•-ever the., 21- im-lled. a= . Id of ent hogs Or
-Nlz ain SI it v 0n, rodent, and v2rmmt c onaoi ne- ia_ lggoon ed_cm
Do not allow trees or la_*7e bushes to grow on Ian-oon dam or embaukm=
-tenrove sludge era tie la-- either wits, the sludge Qe
cm=ny is
UL or bore .t as ;p �t of the ne.�anent sto a storm
s5e volume.
animal prOducziOn is to be texmina---i_ the Owner is res aaeole for
allot int and an.-m. rg a Closure Dian to eii� a the possfni:�-*y of a
�Ullirt3nt tii5�a-;e.
Siuclbe Removal_
Rare of lagoon sludPe buildup can be mdu=d by:

proge< lapon Win.
77
Meyli8IUC3[ SOnGs separation or flushed wast=,
reea ow acme anSDMT7.2 it an ZPPMX'2teiy fie` basia, or
minimi�inc
La_-0W sludge diat is =Moved MIIMUY rather th.:Li stored iartg te;rit wffi:
• have mam TZ1Iments,
13ave more odor, an(i
• r=- are s'ti c= lend to MnPedy use the nutrients.
P%2II1OV2a ter! i Crues:
• -ire a cwtoza w i=- Mr.
• Mir the slud;e- and 1400n liquid with a
i4te_ cno�—asdtamr ira�iT
PumD thmu h �-=e-borevr i-onars soil sysm onto neuby Nand;
- -o �r the uum- 3M E of lagoon by '�-ga-don Qnto any
and 37r—,d Ori+.0 _�Duizn uag, �i:iiiD Into .IG_uid sludei ��-,;�+i:hanI
�rc_.Qze ad� and =0L
iiii`eiarIt .' �" . of
l7- n by .: j.:aalion Onto lieu =- iI=. or
2:11 arm a�Qe'^-�-r ��»e ftL M la960r, wimp G"'c III' or slu .� _4
'�_rOti D rive -the siu a th= -+ems=b k
Into lat-30ii.- aLOW siudge 10 dew -at a•, �•• so O'T ca' EI�c:1 b.C�
12c LI ewG with '� spremad .
�� oIItQ DIr'ifCl-'+laap..Cemd; and soL inCQZ".�O� s
ems`= iusz '°'� have the siudge `, .
' as yOu 4IlId tiQLr t c •j �'-'yam i`S3F �:cSLi
nutII�e �d�,ae.a�l v� `tsn �m _y /: swII�w^`1�at,�T,�!ttShe}�si7ufa �, S:S tti contain d_i�_R-C_rzS 7
limited V+ i �7i 1Z i�L + i.. � �;� +i+i i. id- _rne aPP" -t"On Qi the �Qe W nela} in ffi be
reqmrn7 _ Was-«e, on t^ psi be wiSS` ' aDDiz�Uns to fl� 2nd =u
disc'.:s�,r+ in {:� j.
When r=0-y-i:2Z sjuo�au €gust also -
a. on by, the tautrtDa< or u I al Pay attention to 'he- !in- to Prevem �— Qom
the
itit3,C� � ODpyii WIR ensu, t e ' H _vvtt sw sail ntax.a Or the �tthetic line.: Fr-sra t t1a `om Hn rebus
staN the a�viry ediamly tnd got ="aurae until _ am_ c�� nist ,you should
withfl r line: injct<v Ua is damages i t st be t the
sludge can Qe
aJafted 2S won as
J`'ItIage I�emou.-.-ttTiii a
than liauiti_ � has a much hi -her paosPi€vr•; s and -heavy memI use o this it sho�`id t�bably be died to land with low p �itorus L
and rile; l�Je�_ as indicamd by a so a
Crosion- ltiore that if the slu ve is
I , and mcorp: 0j,-� [o_ �Ltm the ChznME of
should be �i= only at r-�eto fieies wiZ ve: f. an soils nbosJh�, it
'res, alw<vs ��.ave Y© moon si the
crop removal Oz -0uos hOrus. As wi&I at::
��- VZ.,..- for Its Sr''c.Itie.
2i3D1IC"c='-On of I1C
SliiC�6e i�jj .^"
=Ua PT-•...mutior, should Ise "�- th.. amount of odor ar the
u- iicatien SiML
could in.:.-... . the c use `� oos;-ve th wi,-ld c mac: oz. arts other conditions g1hichAnCwTii OF FIe:aW.?OI's.

Id=dffed trbblems should be car-e� promptly_ It is advisable to
dulig or inmeaiately following a heavy lain_ If te`i caj assLs esded Y°'�r sys n
die =nine proper solutions, csasolr with an =pdam rc�e-�_ oeeE°
You should reord the level of the gor txst
'=. ort£ the Level again } to 6 hours � n(or u why Gaut is grey *a � ttma
a� the I3II2 �ccr�m �-e. -
gIve you an idea of how your moon lever wilt ems. with � ��. dais �
you must also be r=rdistg Srot�;-a az�L for �l �urtt
P this to wc�rrl:} _ Snow ng this should
help in
hm ag ; '' ^n liGW ms and gage. If your lagoon Wises excessive}
have an injaour problem from a fir- wa= cuvt�Qrt Or- th.�:'�' may be Y �Y{?� �
�&oaa �m the surmundm � -iMD tote
Ma. —flair Qpex-mrtion
1_ Immediately aft-: construction establish a cOtM-leW sod cove; on bats scd
SUX—AC= to avoid Aston_
1 • FM, new lagoon d-sigm
tc..atmfent volume ar i�st fall w� aw..�
waste cod t; =s, tams t not to erode iimng or ban.; s onum
17
Drairmj= ii�m tht lat. should have a fe�t�ie ?�me e�.� on �a
Sze ar rite �e m d;s�,e near the bottom of a ,
�,, F�e lrQOn ff 8T F
�the inina. Qt .�"'.'iS or SiQw7i2� the ?IICa�ia ?� vvamr to avoid ezosi= tar
'When possR47e, begin loading, new lagoons in the s rma to majdm;m
e=Dt.Sili: r (due to w,-.xmer w.ewdaee; -
• Ti is !"w{"31me2dt 5d that
a now Is-
00nb6 seeded 'With
working swine 1-on. in the ammmt of 0.25 ve--ze�.,�-it o�' th. ==ul from a hh�y
lid vol. e. Tin seeamshoula occou at '=� `
a&tion Of Wam"i ... "`-5�- tint} w p'T n3 the
d_ a pe imcii;. cite on the 12.goon li If the pg t
ow
T -d �� lime at the r of 1 pound per 1{ 0 cubic be:
lagoon liquid volume until the H j; its : of
PR is bwm= 7.5 and 8-0_ P above 7 A 0Ptimimt la�•eMRi
7. A_ dzfK c3lor. lack of bubbling, and excessive odor sipals -���,.
oioloMcal activity ConmIt mon with a t—__�,MCz:, steal st isif �
seasons eantiitiQms oc=ar jor prvlonZ=14 Periods, espe,al1y aurutvtf
IAadh2g:
The wore *eaLle2tty and m'-tiarty that wastewater- is added to a l��cxtn, the bey the
lagoon wail j. �c3o�_ m that wash waste into ti.1e 1a<=trod several tiutes aaicv a>
oiltimttun fOr-�..iw�t_ Pit SY'S�...^�.s in Wli1C.R OII: t3� =,10Ie
and wed .• day, aso ywori weft_ bU1lfiin_g are Wined.

OSS ! - _ V- Of `ISe -
' # • ! _ ff `^ - f tl Fftf! .i(9ils• ai Ya4i 'Of Yea! :i_e Iti!art"S e- sides, - � • -
•" •i t! SE E1 [S r{a[([( I
. .
dam- Z!lII iis1(t l�design -FSF4 ay3e .a / •+f !+.! gm • ••n-- Sa i !t!!! • 4t a•!/l - - St G�4► i;F (tilt ' #F
['�1 which Sit: s/• f ID
![ #.[ 3.1 rl SFi `} •I 7t ' • #3! IF I aEl► _!a - �+ila;E - it - f r_tw.�q.+[
ZE the St'_}Ie [[ 1S4 )d mm=1 w,`i. ' I and
i i4it `(Y isatf ��� iii►"t1
f • f 1t 11 (kvds—high -
d i [i !i Yi and ffk INs_!Ii the!r_ iE
1+1 1#Zf: ` i2t112' (IS (!Y • •Flit!
,rWo 1t dam, the ♦
irc
+ .y S! - lit _ # I/ t 1/SI a . fY- _ Yy 1 # fJ EE ' _ q! -
Y
li lei. ! - dam
a I a --
APR 0 5 2019
VJMQ1
�aeaiolcrYu1r:,:vLioPl

Verator:JOSHUA COOMBS
County:
SAMPSON
Date:
1 111 4/94
Distance to nearest residence
(other-
than owner) :
1,5� 0.0
-feet
1. AVERAGE LIVE WEIGHT
(ALW)
0 sows (farrow to
finish)
- 1417
less.
0 sows (farrow to
feeder-)
x �: 522
I bs
0b
2' 40 heats (finishing
only)
.
0 z3
Ib=bB
0 sows (farrow to
wean)
x 4.33
l bs =
mead (wean to feeder)
:; 0
.
1 kbs
0
l bs
Describe other
. _
0
1bs
-- Total Average Live Weight =
396900
lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 396900 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib= ALW = 1 CF/lb. ALW
:Volume = 396900 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE ACCUMULATION NOT COMPUTED
Volume = 0.0 cubic feet AT OWNERS REQUEST. REMOVE SLUDGE
TOTAL DESI+DESIGNEDVOLUME
AS NEEDED.
Inside top length (feet) --------------------- 435.0
Inside top width (feet) ----------------------
Top of dike elevation (feet) ----------------- 52att
Bottom of lagoon elevation (feet)------------ 42.0
Freeboard (feet) -----------------------------
Side SIOpes (inside lagoon)------------------- 3.0 i
Total design volume using prismoidal formula
SS/END1 5S/END2 SS/SIDEi SS/SIDE2 LENGTH WIDTH DEPTH
3_0 3.0 _„i_ 3� O 429.0 for .O
90
AREA, OF TOE '
LENGTH * WIDTH =
429.0 194 r O e322 6 ( AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
175.0 140.0 52500 ( AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
402.0 167.0
68536 ( AREA OF MIDSECTION 4)
CU. FT. = [AREA TOP + K*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
83226.0 268536.0 it�) 2 , -
5s.� 5r _y 1.5
Total Designed Volume Available = 606393 CO. FT.

-� . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA
Lagoon ( top of dike)
Length * Width =
Buildings ( root and lot water)
.0 square feet Describe this area.
TOTAL I A 870t 0.0 square feet
Design temporary storage period to be 180 days.
5A. ;volume of Waste produced
Feces & urine production in gal./day per 135 1 W i
.37
Volume - 396900 l bs . ALW 1 35 l bs . ALW * 1.37 gal/day 180 d y:5
Volume = 725004 gals. or 96925.7 cubic feet
59. Volume of wash water
This is the arts:tent of fresh water used for washing floors or volume
of fresh hater used for a flash system. Flush systems that recirculatE
the lagoon hater are accounted for in 5A.
Volume = 0-0 gallons/day 180 clays storaged7.48 gallons
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount,
180 days ekes_ rainfall 7.0 inches
Volume = 7.0 in * LEA I 12 inches per foot
Volume = 50750.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7=O inches ! 12 inches � Per foot oot '`. Dig
Volume - 5075Q.0 cubic feet
TOTAL REQUIRED TEMPORARY PORARt STORAGE
5A. 96926 cubic feet
5D. 0 cubic feet
51 . 50750 cubic c feet
5D. 50750 cubic feet
TOTAL 199426 cubic feet
6= SUMMARY
Temporary storage
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour ra=n f a l � _____--__- -_ -__---
.;:
inches
Fr-eeboard=--
��1
Side ?Wipes===________________
_0
et
Inside top length_-_==___=__________=__-_`
435.0
feet
Inside top
_._._-._..._ ._._.._.._ -.___.
Trip of dike ale' atinn=--------------__-_--
200.0
feet
_ _.
Bottom of lagoon e l ev � t i �rl=====_=____=___-_- ~:
52.0
�+�,. ,
feet
feet
Total required �.r1{,�e=====______________'-
.0
595326
cu. f-`.
Actual design --------_-
606393
Seasonal !-sigh watertable elevation (SHWT)===>
47.1
feet
Stop pumping
48.4
-feet
Must be , or = to the SHWT clay.=________-
47.1
feet
Must be > or = to min. r eq. treatment el .=;>
48.0
feet
Required minimum treatment v+�l,�fne===-=______-
396900
cu. ft.
Volume at stop pumping f levati n========.-===r•
399746
cu. ft,
:tart pumping clay.----=-_________
50.
-
fee
:�
Must be at bottom of freeboard & 5 �fr, rain!
-
,ai 1
Actual volume less ii yr. 24 hr. rainfall==>
'volume
555643
cu= ft.
at start Pumping ele`lation===========>
549046
cat. ft.
Required volume to be pumped======== ========>
147676
c u f t
Actual volume Planned to be p, roped==========:>
150301 301
. .
cu. f t
Min. thickness of soil liner when required==
1.5
.
=Get
d
7. DESIGNED DY e 0- A.Gw.+.... 1.56" APPROVED BY:
DATE-. itJty/9µ DATA_.
NOTE: SEE ATTACHED WASTE UTILIZATION PLAT?
COMME NTS

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
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 reache
d may vary
due to site conditions; weather, flushing operations, and the amount
of fresh eater added to the system.
The designed temporary y storage�
consists of i Sfi days storage for:
(1) waste from animals and ^; excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hoer storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but _access
rainfall will vary from year to year. The r year 5 � � rainfall will not
fall
be a factor to consider in an annual pumping F_yr_le5 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
buildingfss. If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker trust be installed at this elevation
to indicate when pumping should begin:. An elevation trust be established
to stop, pumping to maintain lagoon treatment depth.
Pumping can be started For stopped at any time between these two
elevations for operating Convenience as site conditions permit, such as
weather; soils_ crop., and equipment in order to apply waste without
runoff or leachi nq .
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. Car -se should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out
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. ,
�Y. -,� d. Fresh b�?-?!ter should not
e t--d for flushing after initial filling.
2. The attached waste utilization plan shall be followed, Thi g
Plan recommends sampling and testing of waste free attachment)
before land appl i cation.
- Begin tYmporary storage pump -out of the lagoon when fluid level
reaches the elevation 50.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 48.4 . This temporary
storage, less 25 yr- 24 hr storm, contains 147676 cubic feet or
1104614 gallons,

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one ii i inch and the recommended maximum application rate is 0.3
inch per hour. Fever to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon molted annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
- Repair any eroded areas or areas damaged by rodents and
establish ,n vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
S. 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. Leo not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
(runner not to reach other property and public right -of -'says..
9_ The dean Water Act of 1917 prohibits the discharge of
pollutants into staters of the United ted States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this last.

SHEET ? OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
The fQQndation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be mad_ of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stri ppin9; the foundation area of the
lagoon embankment and building pad shall be thoroughlyp
lc=�sr�rre!� rimer
t O Placing the first lift of fill material t % g good bond.
e cat_f,_1
EXCAVATION AND EARTHF I. LL. PLACEMENT;
-------------------------------------
The completed excavation and earthfi l l shall conform to the lines,
grades, and elevations shown on the plans. Ea:rthfi 11 shall
� material l
be free of material such as sod, roots, frozen sail, stones over
inches in ,diameter: and ether objectionable material. To the extent
the; are suitable, excavated materials can be used as f i
_hall be brought up in ,a•ppr�e:•.3.i+atey horizontal 11 The fill
inches in thickness 1layers not to exceed 9tines- when loose and prior to Compaction. Each layer �r
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller- or other equivalent method
Compaction will be considered adequate when fill material is observed
to consolidate to the mint that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall percent include e 5 p � y
for
settlement. t= Dikes over 15 feet in height and !'!d !^!?th an 7[{jprjlifldme!"ft
capacityof leacre-feetor more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream tee of the dikes
Precautions shall be taken during construction to Prevent excessive
erosion and sedimentation.
L I NER_ THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 f t _
NOTE r LINERS ( PARTIAL OR FULL) { ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL I S
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered_ they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grades The foundation shall be back:filled
as specified to grade with a SCS approved material i ie - CL-SC,CHI
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS

SHEET 2 OF 2
Soil liner material shall come from can approved borrow area. The
minimum water- content of the liner material shall be optimum moisture
content which relates to that moisture e content when the soil is kneaded
in the hand it will form a ball which ch does not readily
._.=pat'ate= Water
shall ? he adders 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. Prover
comPa.c..ticn of the liner includes placement in 9 inch lists and
compacted to at least ?0 percent of the maximum � p m +� AST�f !tb . 8 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 next
lift.
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 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
compaction process. For most clay soi lsq 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 clone by using some type pator(rocks)
: � d ram- ��' energy C"si.
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:
rill 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 �t1 he dike and pares to be seeded. Temporary seeding or
shall be used if the recommended r mulch
r�'j
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 the drains are encountered, the the will be removed to a: minimum
Of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfi l led and compacted With pond material such as
SC, C1_, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED= 3.0 ACRES
USE THE SEE? � MIXTURE INDICATED AS FOLLOWS
0.0 LBS . FESCUE CRASS AT 60 LBS .: AE :RE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
�
FEBRUARY 1 TO MARCH 30
0.0 LBS . RYE GRAIN AT 30 LBS . f ACRE (NURSERY FOR FESCUE)
0.0 LBS . ' PENSACOLA' BAH I A GRASS AT ,mac i LBS . / ACRE
SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO DUNE 15
24 . � s LBS . HULLED COMMON BERMUDA GRASS AT S LBS . / ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES t APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS:/ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
1.20 .0 L nS . RYE GRASS AT 40 LBS . !ACRE TEMPORARY VEGETATION)
SEEDING DATES s DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000,0 LBS a OF 10-10-10 FERTILIZER (10 00 LBS .. ACRE )
6.0 TONS ► �F DOLOMITIC LIME (2 TONS/ACRE)
:00 = 0 BALES OF SMALL GRAIN STRAW (1t 0 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 CULT I PACKER
OR. SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1.. PENSACiOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA4 IT IS RECOMMENDED THAT 8
L BS . / ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

ON-vet'-1. 44
U Department of Agri_CLtitLt!r,
Soil Conservation c-tir vi.c:!.
PLANNED
QUANTITY CALCULATIONS
prepared for
F1
SAMPSON _tit North Carolina
Designer-
: GLEN
Date
)CLIFTiiN
n 11 1'- f 9rT
Checkt-r
_.••.
Job Number 684
Date
a4, m T F`,n .�... sl. i+ R�'• :-;"l:.`• ni +f M • ry,
ai•. M R} +� +F: A`
.� ._. +! ,A
+7. '1 ' +i` -may =t� fi '1`
},•: 7• +di: i• ht J[. ,p. +R"t
. `,. F1 ��6trr aa�� yy
T
aA
LAGOON
EXCAVATION
9L—. t
Le-s t Right
Off-CL ;
^L
Dist '.
"'* EXCAVATION
ATION
FILL �T
((�,
Mtn
( fi)
Area
(-qFt)
4� ILtrte ;
(C'-ty rds)
area
l.` 11, me
't`ds,
(SgFt)
{!_U
14 ED
.y
y _1
1
'-AOyi) '
i�-��y.t.
�
i
05 a4
,
ti7yii
{t
!
L
,0.0
1,
0 $
1050.0
3—
2•� '7' ? of?
r
-
_
�
t_lyt)
i lit 0_
• 1 _;1
L6 t7yt ,
,
'-I-00
1, 0
`
10c0
L^351y7
0y0
y6
e
t]_t3
1�rj
-tea {
,
,y `�
�y
100
1240.0
10473 7 a.
1•
,_} a t-1
• L_1
— e _ a
LL � y 1
iG}
4+ 0
100 ;
1
•'1 —•
121 uy2
151.317.0 ;
0.0
i
,
0.0
Fi 1
r 1
^3-0a 1
f 7041 y -_
10.0
1
•
0. t i

SUS Department of Agricultur ,
Soil Conservation Servi-+
PLANNED
QUANTITY CALCULATIONS
prepared for
1 n
SAMPSON County,
North Carolina
Designer
= GLFNN CLIFTON
Checker
Date
11/14/?4
-- �--�-
job
Number 685
Date
•2 .^ 'r'ry. -?'ge3'S'°i �i`�
Tr 4,��ia�� RaP +T T �i 'P +ti �'i. a.��:I'N 'p � a`l�'�1''
•`,A� � M'I.
a�.� rt"-'j: e�°.'(`:A alP �=A +it +i T �!'F`T
m T+P �^ti '!` P'i� � +Y� M $�
�'i`�-�R� T� `�'.• T•T
PAD
FILL
Top
Lc -fit
Right
C 3 -CI_
I i
Dist
; ** EXCAVATION
�� �
m*
FILL
Width
SS
SS
°tar
Area Volume
Area
Voila,
- -
,
, t
_
Qy
.I
I
I —
i
1419.7
_
>ir��
art
4__
1
_
1.3.0a0
f
0+3_3
_
tJ
-r-
I
I
0,0
0Ai.s i
1 S�-j, 1_
1411e9
70
,
320
4:1
411
130.0 0
s
1 1+80
sr_?
I
0.0
994.4
v
I
I
961>:7
_yip
4: 1
s 1
130.0
2+ 0
--
i 0.0
0.0
959.E
980.6

U v S . DEPARTMENT OF AGRICULTURE
Soil Conservation Service
EARTHWORK COMPUTATION SHEET
NAME; JOSE-dUA COOMBS
SETTLED
TOP DIKE
ELEVATION
5 .O
TYPE EARTHWORK:
X Dike
__- . 1_ SS
12'_Top ;
r,_ x __.. ,
STATION
ELEV.
FILL
END AREA
SUM OF
DISTANCE
----------------------------------------------------------
GROUND
HEIGHT
(Sq. Ft.)
END AREAS
(feet)
1
-" f'S
49.0
116
49.2
2.9
57.12
120.12
86.00
i?2
48 . ?
3 .
2
0292
4S.2
3
LB
_
3.7
28
48.7
3.3
72.27
138.30
100.00
794
48.5
3.5
78.75
1 51 - 0 s
66.00
36.00
9.30
49.8
2.2
40.92
106.95
100.00
1. Double Volume of Fill =
. Volume of -fill (lin€? 1/27)
3. Allowance for settlemen (5%) -
4. Total Cubic `3'ds (? + 3)
COMPUted by -
Date: F i f -i 4/94
Checked by a
NC-ENS-12
Rev. 0 9'
Pad
DOUBLE
VOLUME
129?_'t
10330
?•.3W?
15495
6657
1 r 6. 4-3
1-790
1?150
13830
9967
f
5212
10695
695
f i_20
655
-----------------------
142094
71046.9 Cu. Ft.
2631.4 Cu. Yd .
131.E Cu_ Y&
2762.9 Cu. Yd .

U. S. DEPART E1NT Of ACWlcuLTURE
Soil Camwvatfan $or~tce
NC-ENG-Ga
Rev. 7191
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: -50s HV A CCOMSS
County: SA #K i* S o.1
Address:
Date • llhol,93
,P35 `
goal WAVE - - TO I
0
AVE. Top ELEV.
moo
SECTION F.
a j
AtE. NMI ELEr. /
(Sae bads for voice aaladatiam) -
Use of facility: AA,w►q,- Wd is RCAT+►' r
Capacity :E, 3 4�' a 5 ! z o - loos Ft3
Soil Type: oq
Bench Mark D@SCript'0n A I I, "I G !, M TREE LO C A TI 17 40 FE
W E 5 -r O Sin Ti �D i
�
Batt= MIM
Normal Liguid Level
Storage for normal Precip.
Maximum Liquid Level
25 yr. Storm Storage
Crest ESW
Max -Flow Depth
Freeboard
Top of Dam
Elev.
µ2.0
Elay. o,
(+)
Ft.
Elev.
50.
(+)
.7 Ft.
Slay.
—
(+�
— Ft.
(+)
O Ft.
Elay.
c

�p'nn P•son Cc, ,
TYPICAL VIEW OF A ONE..STAGE LAGOON SYSTEM
I
• I
Confinment Building Top Width
,
Settled Top Elevation 52.a
Pipe invert Elevation
So .3
Pit Ill SS . sS 3 = t SS 3
TREATMENT
LAGOON
Pipe (Needs to. he adequately Deptli - $.3
supported)
Bottom Elevation y--2•0
NOTE: _
RIP RAP, FLEXIBLE PIPE -OR OTHER SUITABLE MATERIAL WILL. BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER
I