820198_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.
l .
Farm Number: 82-0198
Certificate Of Coverage Number: AWS820198
2,
Facility Name: Wane Sanderson Farm
3.
Landowner's Name (same as on the Waste rMan agement Plan):
Watne O Sanderson
4.
Landowner's Mailing Address: 3440 Tomahawk LNy
City: Harrells State:
NC Zip: 28444-8672
Telephone Number: 910-532-4065 Ext. E-mail:
wavneouintr tar
5.
Facility's Physical Address: 3440 Tomahawk HIIL
City: Harrells State:
NC Zip: 28444
6.
County where Facility is located: Sampson
7.
Farm Manager's Name (if different from Landowner):
Wayne O Sanderson
g,
Farm Manager's telephone number (include area code):
910-5324065 Ext,
9.
Integrator's Name (if there is not an Integrator, write "None"):
Prest >e Farms Inc
10.
Operator Name (OIC): Wane O. Sanderson
Phone No.: 910-289-6323 OIC #: 17903
11. Lessee's Name (if there is not a Lessee, write "None"): I$n.
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 2,940
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 Poultm
Gilts
Other
Non Laying Pullet
Other
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
+/
91,476.00
19.00
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), sinned b% the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, iniection, 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
corporationlNioe
nature should be by a principal executive officer of the corporation):
Name: 0'� � � Title:
Signature: Date:
r
Name: L V%� 17 / , 12 C�eY Title: h Li_'
Signature: L'� Date:
Name
Signature:
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: 2019Perm itRenewalCncden r.gov
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S. REGAN
See Tory
LINDA CULPEPPER
Dirptar
40
i,. � t y! T�j,l•.�
NORTH CARi}ktNA
Eavtrommental Qualttty
February 27, 2019
Wayne O Sanderson
Wayne Sanderson Farm
3440 Tomahawk Hwy
Harrells, NC 28444-8672
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
MAR 2 7 2019
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://deQ.nc gov/a out/divisions/water-resources/water-qualin -regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued c v r e under the State Non-Dischar a General Permits, k ou must submit an application for
permit coverage to the Division Enclosed you will find a "Request for Certificate of Coverage Facilitt Currenth Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed. signed and returned by April
Please note that % ou must include one 1 co r of the Certified Animal Waste Manggement Plan (CAWNIP1 with the
corn leted and signed a lication form. A list of items included in the CAWMP can be found on page 2 of the renewal
apmlication form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to S25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
A 4� _'�
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (Nv/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water. moFvatiim District
AFOG Section Central File - AWS820198
Prestase Farms Inc
h��t .:s-a ^:a �epe�trrart3f'Erc'r_rs~erts� �s.e `t� (Si`�s'�r �ft;'st� Fizs4_roes
612 N.Sa st.ry St. 1 1636 Ve Se•r`x Herter I Re e`k,ttart Zwc rs278S?-1S3
913.7371M

WASTE UTILIZATION FLAN
----------------------
Producer ----- :Wayne Sanderson County:Sampson
Name of Farm -:Wayne Sanderson Farm
Location ----- :3440 Tomahawk Hwy.
Harrell& NC 28444
Phone -------- :310-5.32-4065
Type Operation ------------- :Feed -Fin
Number of Animal ----------- : 2940
Storage Structure ---------- :Anaerobic Lagoon
Method of application ------ :Irrigation
Amount of waste produced per year-------------- 5586 tonslyear
Amount of plant available N (PAN) produced/year-: 6762 lbs./year
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 use
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 sail teats 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 play, 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 not be applied to land eroding at more
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 sails, when it is raining, or
wrier, the surface is frozen. Either of these conditions may
in runoff to the surface waters which is not allowed under DWO
regulations.
5. Wind conditions should also be considered to avoild drift and
downwind odor problems.
G. 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.
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. Acreage
requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have

Page ?
plant analysis made,
which could allow additional
waste
to be
"-* applied.
Provisions
shall be
made for the
area receiving
waste to
be flexible
so
as to
accommodate
changing
waste analysis
content
and the
crap
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.
YOUR WASTE UTILIZATION
PLAN
IS BASED ON THE FOLLOWING:
Tract
field
Soil
Crop
Yield Lbs. N
Acres Lbs. N
Month to
No.
No.
Type
:ode
/Acre /Unit
Used
Apply
10997
A
WaB
B
4.1 50.00
2.35
482
MAR-AUG
10997
A
WaB
K
N/A 75.00
* 2.35
176
S-N,F-M
10997
B
Was
B
4.1 50.00
3.41
699
MAR-AUG
10997
B
WaB
K
N/A 75.00
* 3.41
256
S-N,F-M
10997
C
WaB
B
4.1 50.00
4.32
886
MAR-AUG
10997
C
Was
K
N/A 75.00
* 4.32
324
S-N,F-M
10997
D
Wag
B
4.1 50.00
3.93
806
MAR-AUG
10997
D
WaB
K
N/A 75.00
$ 3.93
295
S-N,F-M
10997
E
Was
B
4.1 50.00
4.07
834
MAR-AUG
10997
E
WaB
K
N/A 75.00
R 4.07
305
S-N,F-M
10997
F
WaB
B
4.1 50.00
1.27
260
MAR-AUG
10997
F
Was
K
N/A 75.00
* 1.27
95
S-N,F-M
10997
G
WaB
B
4.1 50.00
3.01
617
MAR-AUG
-- 10997
G
Was
K
N/A 75.00
* 3.01
226
S-N,F-M
7612
1
Jo
F
650 0.12
4.55
355
APR-AUG
7612
2
Jo
F
650 0.12
4.15
324
APR-AUG
7612
3
Jo
F
650 0.12
4.05
316
APR-AUG
-----
-----
-----
-----
----- -----
Total
-----
35.1
-----
7255
------
Available Nitrogen
(includes commercial)
6762
Surplus Or
Deficit
-493
Crop codes: Crop -unit
A=Baxley-bu.
B=Bermudagrass(graze)-tons
C=Bermudagrasa(hay)-tans
U=Corn(gtain)-bu.
E=Corn(ailage)-toms
F=Cotton- lbs . lint
G=Fescue(graze)-tams
H=Fescue(hay)-tans
I=bats-bu.
J=Rye-bu.
K=Small grain(graze)-acre
L=Small grain(hay)-acre
M=Sorghum(grain)-cwt.
W=Wheat-bu.
S=Soybeans-bu.
Z=Bermudagrass(pasture)-tons
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.

Page S
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 €ields (i.e. small grain, etc, interseeded in
bermudagrass), forage must be removed through grazing, hay- and/or
silage. ►here grazing, plants should be grazed when they reach a
height of six to nine inches. Cattle should be removed when plants
are gr•az.ed to a height of four inches. In fields where small grain
etc, is to be removed for hay or silage, care should be exercised
not to to -let small grain to reach maturity, especially late in
the season (i.e. April or May). Shading may result if small grain
gets too high and this will definitely interfere with stand of
bermudagrasa. 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 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 mowed to a height of about two
inches before drilling for best results.
Caution must be exercised in grazing or haying summer annuals
under• stressed conditions. Nitrate poisoning may occur in
livestock. Sampling forage or• hay for nitrate levels is
recommended.
Acres shown in the tables are considered to be the usable acres
excluding r•equir•ed 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 field 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.
SLUDGE APPLICATION:
The waste utilization: plan must contain provision for periodic
land application of sludge at agronomic rates. The sludge will be
nutrient rich and will require precautionary measures to prevent
over application of nutrients or other elements. Your production
facility will produce approximately 1058 lbs. of plant available
nitrogen, per year• in the sludge.
If you remove sludge every 5 years, you will have approximately
5292 lbs. of PAN to utilize. assuming you apply this PAN to
hybrid bermudagraas hayland at the rate of 300 lba. of nitrogen
per acre, you will need 18 acres of land. If you apply the
sludge to corn at the rate of 125 lbs. of nitrogen per acre, you
will need 42 acres of land. Please be aware that these are
only estimates of the PAN and land needed. Actual requirements
could vary by 25X depending on your sludge waste analysis, soil
types, realistic yields, and application methods.

Page 4
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
needy 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 tables. Failure to apply the
recommended rates and amounts of nitrogen shown in the table may
make this plan invalid.
The following table is provided as a guide for establishing
application rates and amounts.
Tract Field 'Moil Crop
No. No. Type
10997
A
10997
A
10997
B
10997
B
10997
C
10997
C
10997
U
10997
I)
10997
E
10997
E
10997
F
10997
F
10997
G
10997
G
7612
1
7612
2
7612
3
WaB
WaB
WaB
WaB
WaB
WaB
WaB
WaB
WaB
WaB
WaB
WaB
W:aB
WaB
Jo
Jo
Jo
B
K
B
K
B
K
B
K
B
K
B
K
B
K
F
F
F
Applic
Rate
(in/hr)
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0
0.5
0.5
0.5
0.5
0.4
0.4
0.4
This is the maximum application
assuming the amount of nitrogen
applied. In many situations the
applied because of the nitrogen
application amount shown can be
conditions.
Appl is
Amount
(inches)
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
IRR-2
(FAN)
LBS./AC
205
75
205
75
205
75
2 05
75
205
75
205
75
205
75
78
78
78
amount allowed for the soil
allowed for the crop is not over
application amount shown cannot be
limitation. The maximum
applied under optimum soil

Page 5
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 instances should the volume of the waste be stored
in your structure be within the 25 year 24 hour storm storage or
one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply
the correct rates to the acres shown in the tables. Failure to
apply the recommended rates and amounts of nitrogen shown in the
tables may make this plan, invalid.
Call your technical specialist after you receive the waste
analysis report for assistance in determining the amount of waste
per acre and the proper application rate prior to applying the
waste.
NARRATIVE OF OPERATION
The Rye in, this plan should be planted by October 15. The last
application of animal waste is to be applied to the bermude prior
to August 31. An Application of 50 lba./ac of (PAN) may be applied
between September 15 and October 30. An additional 50 lbs./ac of
(PAN) may be applied in February -March. A harvest is required prior
to heading or April 7, which ever comes first. The (PAN) rate is
reduced by 25% for grazed system to 75 lbs./ac.

Pays 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Wayne Sanderson Farm
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of
the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWB) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to the surface waters
of the state from a storm event less severe than the 25-year, 24-
hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation
District and will be available for review by NCDW9 upon request.
Name of Facility Owner: Wayne Sanderson
i t)
(Please pr r,
Signature` Date'
��;
Name of Manager(If different from owner)
Signature:
Name of Person Pr-eparinq Plan
(Please print:)
Affiliation. Prestage Farman Inc.
Address! F 0 Box 428
Clinton NC 28328
Date:
G. Glenn Clifton
Phone: [phone]
Signature' fi •�^^- �-' _ Date` ZSE i

Wettable Acres Determination Certification
Name of Facility:_ WAyNe SANOER509 FARAA _ _Facility Number: 922 - 19_
Owner(s) Name:WA�WE S A H O pP. 504 _ _Phone No:9l0-532- SfabS
Mailing Address: 3440 - bMA #,4 v) f/ vi //A4eu6s AfG 29 444-
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner
Owner S
Name: 2
ignature: - Date:
5;7
?oi� e� 6 Z
Technical Specialist Name: G. aLENw ��aiF o4
Technical Specialist Signature: 'd. A�C: J 6k4 __ _ Date: S L o,.
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:_
Irrigation Specialist/PE Signature:
Submit this form to:
Attn: Sonya Avant
Non -Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Date:
WADC - 7/99

NC Water Pollution Control System
Operators Certification Commission
Wayne O. Sanderson
Type Grade Cent# Type Grade Cert#
AN A 17903
s a �alyCert�rEdOperatarund� pJaysiaas ofAY.ir'z3, Chao-90-A
of dheGeaervl Sfatrrtes of Abrth Ozvfna
l- C9-17R-ling— 2019
Ch�

CAW)" Wettable Acre Traveling Gun Feld Data shock =0M
Hard Hose Traveling Gun System
IELD DATA SHEET
1. Make and model number e E L- A I -I
2. Hose length _ Oso [feet] and hose inside diameter (ID) 3 —jinch]
3.
Gun make and model number N ELSaN 150
4.
Gun nozzle size [inch], ring orifice,
taper bore orifice.
5.
Gun arc angle M o [degrees]
6.
Travel lane spacing .240 [feet]. Indicate whether
X uniform random.
Number of exterior hydrants 4- _. Number of interior hydrants 3
7.
Gun wetted diameter 290 [feet]. X measured,
based on gun chart.
8.
Gun pressure 60 1psi],
observed at working gauge,
determined from gun charts,
calculated (show calculations)
**9.
Operating pressure at hose reel --fpsiJ.
observed at working gauge,
provided by owner.
* * 10.
Supply line size [inch] (from pump to last hydrant).
* * 11.
Supply line length feet (maximum pumping distance).
**12.
Supply line type PVC, aluminum.
* * 13.
Pump make and model number
**14.
Pump capacity, [gpm].
** 15.
Engine make and model number
**16.
or
Electric motor horsepower and rpm ��lip]
[rpm]
Note: It is strongly recommended that operating pressure at the reel and gun wetted
diameter be field determined.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart
for each travel lane and show distance traveled. Show the location of the supply line.
Irrigated acres will be determined by travel lane
** Optional data, furnish where possible.
*** Information furnished by
Signatm of Owner or Facility Representative
Printed Name of Owner or Facility Representative
Date
and/or. ��+- Ct'•- -
Signature of Techm Specialist
G. 6LEP44 CCAFTON
Printed name of Technical Specialist
Date
5/6[oz~
*** Only the person or persons collecting the data should sign the data sheet-

IRRIGATION SYSTEM PARAMETERS
Land Owner- Wayne Sanderson Date: 5/6/02
Address: 3440 Tomahawk Hwy
Harrells NC 28444 Facility No. 82-198
Telephone: [phone]
County: Sampson
TABLE 1 - Field Specifications
Field No.
and/or
Pull No.
Maximum
Usable
Size of
Field
Soil Type
Slope
(%)
Crop(s)
Maximum
Application
Rate
in/hr)
Maximum
Application
per Irrigation
Cycle
finches)
A
2.35
WaB
0-6
CBioverseed) graze
0.5
1.0
B
3.41
WaB
0-6
CB(overseed) graze
0.5
1.0
C
4.32
WaB
0-6
C8 overseed raze
0.5
1.0
D
3.93
WaB
0-6
CB(overseed) graze
0.5
1.0
E
4.07
WaB
0-6
CB(overseed) graze
0.5
1.0
F
1.27
WaB
0-6
CB(overseed) graze
0.5
1.0
G
3.01
WaB
0-6
CB(overseed) graze
0.5
1.0
1
4.55
Jo
0-2
Cotton
0.4
1.0
2
4.15
Jo
0-2
Cotton
0.4
1.0
3
4.05
Jo
0-2
Cotton
0.4
1.0
Computed By: G. Glenn Clifton

Hard Hose Traveling Gun System
Land owner: Wad Sanderson
Irrigation System
Designation:
X
Existing Irrigation System
Wetted Diameter:
290
feet
83%
Spacing:
240
feet
Hydrant Layout:
X
Multiple Hydrants
Facility Number: 82-198
New/Expanding
Irrigation System
Single Hydrant
Pull
Number
Lane
Spacing
Pull
Length
Location
Ext/Int
Middle
Start
End
Stop
End
Total
Acres
A
240
290
Single
1.74
0.61
2.35
B
240
710
Ext
3.1
0.31
3.41
C
240
660
Int
3.64
0.68
4.32
D
240
590
Int
3.25
0.68
3.93
E
240
550
Ext
3.35
0.72
4.07
F
Single
320
Single
0.96
0.31
1.27
G
Single
400
Single
2.4
0.61
3.01
1
240
630
Ext
3.83
0.72
4.55
2
240
630
Int
3.47
0.68
4.15
3
240
630
Ext
3.33
0.72
4.05
Total
35.11
Computed By: G. Glenn Clifton

hevlo�
AMC-
A
6-50 WKWI
'Wad,
TAQW-
INS
ANSI,

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any
discharce of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the
producer either owns or has an agreement for use of adequate
land on which to properly apply the waste. If the producer does
not own adequate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for
waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land_
3. Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons
per acre per year. Waste may be applied to land that is eroding
at S or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runof-c leaves
the field. (See FOTG Standard 393 -Filter Strip)
S. Odors can -be reduced by injecting the waste or disking after
waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the appl_cation
does not occur during a season prone to flooding. (See "Weather
and Climate in North Carolina" for guidance.)
7. Lictuid waste shall be applied at rates not to exceed t^e soil
infiltration rate such that runoff does not occur offsize 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 contrcl odor or flies.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
r 9. Animal waste shall be applied on actively growing crops in such
a manner -hat the crop is not covered with waste to a depth that
would inh_bit growth. The potential for salt damage from animal
waste shc-ald also be considered.

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than-100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly inton water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks,' etc., shall not be discharged into the
animal was�_e management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and Structures should be inspected regularly for evidence
of erosion, leakage or discharge.

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible fcr obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution -and erosion.
19- Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant 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.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when thes
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina requlations.

A_11= L 'ArAST3 2La'i Cr''�'FOR NMW OR ��9r' ?�-•"'LOTS
Plana the cleted form to ram Di-risioa of ?iaaa9ftM&at at
t!ja add=asa om the r;ve+9a Lida of th a foa-
, aU fa�� (Please gr'_n1C) :�(A SAIIDFRSDf�
r..:.d-ess : RT.
JY icc c Phone No.: gco 5 - `h06
COitIt -v . SRM ASOA
- Also
a_^ loca:.ior_: Lac_cuce and Longituae:3�F' �`"�Q. /M� al!'Al ' (re ss ed) ,-
please acz.sca a COPY of a county road man with location 'dent_=iec. _..
TrYe o f operation' (sr� :e, layer, dai--.r, etc.):
yes i g: caapacz zy (au=:-_er of ani=a s) : 29 -t 10 1C en - Fi�'f'*.5 f4
;ve__age size of ereration (Z.- mc::th pcpulacion avg.) : 5i0
kve=age acraaga needed for land application of waste (ac_es):
saaaasasaaaaasasssssasssssasaaaasaasassssassaasassssasaas3saa:sassssaasaasssas _,
Tec. -I cal.
Asa tach=' cas specie? 1st designated by the Nort.`s Caralinta Soil and Water
Corser-racion Coam4issior- pursuant to ISA NCAC 6= .000S, I certifj t-'+at- t^e new ar -
expanded a ;^+az waste management system as installed foz~ the. =a_r named above
has an anima n e: waste management plathat mee-cs the desigs_ iorr.
coerac:on and maintenance standards and speciticatsons of - the Divtsiors of
=:.r4_ror_aentaZ Management and the CSL�,-Soil C:,rser-rat=on Serrice ar-d/or the Nor-,
Carol —;-.a Soil, and Wace= Corser7acior_ Cca�lssicn Pursuant to iSA NC C 2H-02' T and
151 NCAC 67 .0001-.0005 _ The following elements and their cor_esPcndincx ��n�^^*^
�iteri�a:re �^eert verified by me or other designated tec.'^.ztic3l specialists -and
are included_ in the play as applicable: m.; nimL,m separation: (buffers) :-_liners or-
ecuivaient for lagoons or waste storage ponds:- wasts storage_.capacityr- ade:q*.:at&
quantity and amount of land for waste utilization (or use oz thi..d par-Y) ; access _ -
a: owrers:.ig of .proper waste --application. equipment . -schedule _ for ;_Ziming
a^.piicaMicns: apnlicat=en rates: =loadina. rates:. and the cont.-•aL:_of. the-disc!m Yes:_
of pollu..aat�storas+ater runoff events less severe than::thWI-year=:�72-hour =s =='
=• i - 'reSS:-(AgenC�} s .O: s - unToo
a' ��' �•
'` *:set-''-��' •- � a`
anssas=aassa=as=aaussa0=wMawmiUMMMMMssssaasassssssasasas�sssssasssass.
Gaor/"...a=AgQr
I (we) understand the operation, and maintenance: - procedures: escablished :the a
approved anima? waste management plan for the fax= named soave and will imPlemenr-
:.: ` F,
t-.ese aroceduras. -Z Ne) know -that any additional.-expansion.to. _the:: existing_'
resign capacity of the waste treatment and storage .sys=eM-Or. c0nstruc� oa of ]MOW
facilities will re4u e a new certification to be sul— teed to the: Division -of - -
nnvi_or=ental Management before the new an'tals are stocked- I (we) alsa-
,r_de=szard that these must be no d=schwaste f_cm this system tn
arge of animal -' - •- -
surface :-aate-•-s of the state either th=Ough a man-made conveyance or t Ircugn- -
= :nail from a stogy event less severe than t-he 25-yenr...24-l?cu= storm. They
aepraved peon will be files at the far. a^_d at the office Of the 'anal Soil- and -
Wace= Conservation Dist=icr- . l -
Pr=nt) : ( 6'Z
a�. of ..sea Cwta_ (-„e a -
2� qy
Signatuze - fi! Dates
DTaszn of ?• .ago :` dif=event f_--= ozone= (Please print)" -
Date:
*rote: A change in land ownership recui=es notification or a
(if the aeprovec plan is c.�•.anged) to be submitted to
c. virc=entai (Management wit -hint 60 days of a ZitleC1 LYlSfer�.
OF —
new certification.
t a Division of

SAMPSON COUNTY
EMERGENCY ACTION PLAN
DIVISION OF WATER QUALITY (DWQ) 910-486-1541
EMERGENCY MANAGEMENT SERVICES (EMS) 910-592-8996
SOIL & WATER CONSERVATION DISTRICT (SWCD) 910-592-7963
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-592-7963
COOPERATIVE EXTENSION SERVICE (CES) 910-592-7161
This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should
NOT wait until wastes reach surface 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.
1. Stop the release of wastes. Depending on the situation, this may
or may not be possible. Suggested responses to problems are
listed. below:
A. Lagoon -overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam, any
permanent alteration of the dam should be approved by a
qualified technical specialist.-
b. -Pump wastes to field at an -acceptable ra-te.
c. Stop all additional flow to the lagoon -hold waste in the
house i f 'po'ss ib 1 e .
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -action include:
a. Immediately stop waste application.
.b. Create a temporary diversion or berm to contain the
waste.
c. Incorporate waste 'to reduce further runoff.
d. Evaluate and eliminate the reason(sl that-caused.the
runoff.
e. Evaluate the application rates for the fields where
runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
e. Repair all leaks prior to restarting pumps.
D. Leakage from flush system, houses, solids separators -actions
include:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Make sure no siphon effect has been created.
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 to catch all seepage, put in a
submersible pump, and pump back into 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 the 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 future rain event cause. the spill to .reach
surface waters?
g. Are potable water wells in danger (either on or off o.f
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, at 910-486-1541, 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, AND 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. If spill leaves property or enters surface waters, call
local (EMS) Emergency Management Services at
910-592-e996.
c. Instruct EMS to contact local Health Department.
d. Contact local SAMPSON Soil and Water Conservation
District (SWCD), Natural Resources Conservation Service
(NRCS) office at 910-592-7963 and Cooperative Extension
Service (CES) at 910-592-7161 for advice/technical
assistance.
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.

Contact the contractor of Your choice to begirt r eRaiF of the
problem to minimize off -site damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS,
Consulting Engineer, etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWO 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.
B. If you are a contract swine grower associated with a tative
at
c-ompany integrator, cwine
ontact the company
1-910-592-5771

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
• Accumulation
Flush system is designed and operated
sufficiently to remove accumulated solids from
tters as designed.
31�'PRCmove bridging of accumulated solids at
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 2r Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
Feeders •
Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimiie the
umulation of decaying wastage.
Clean up spillage on a routine basis (e.g., 7. 10
.day interval during summer; I5-30 day interval
Ef Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
andlor providing adequate containment (e.g.,
covered bin for brewees grain and similar high
moisture grain products).
CI Inspect for and remove or break up accumulated
solids in filter strips arotind feed storage as
needed.
AMIC -November t 1,1996, Page 1

Swine Farm Waste Management. Odor Control Checklist
rl::J,•
Source Cause •,BMPs to Minimlie Odor Site Specific Practices
Parmslead ; • • Swine production Vegetative -or wooded buffers;
ORecommended best management practices;
2r'ao6d judgment and'common sense
Animal body surfaces • Dirty manure -coveted animals .D floors.
Floor surfaces Wet manure -covered, floors 21 Slotted floors;
waterers locatedover slotted floors;
t7 Feeders at high end of solid floors;
A�=
, manure buildup from'floors;
Joor ventiratlort For drying
'Manure collection.pits • Urine;. P'Frequcnt man.ure'rcmoval by flush, pit recharge,
• Partial microbial decomposition or scrape;
0 Underfloor vcnlllatiori;
Ventilation exhaust fans Volatile gases; F n main' tcnance;
Dust I f cient air mover' ent
Indoor surfaces Dust
• Agitation of recycled lagoon
liquid while tanks -are filling
l- Was idown between groups of animals;
Q 'Feed additives-,.
Cl �r. covers;
O Feed delivery downspout extenders to feeder
covers
17 ' Flush tank c'ovcrs;
!`I Extend fill lines to near bottom of tanks with
Flush alleys-, Agitation during wastewatcr C3 Underfloor flush with underfloor ventilation
conveyance .
Pit recharge points : Agitation of recycled lagoon 0 9xiend rechargo lines to -near bottom of pits
liquid while pits are filling Willi anti:siphon vents
'Lift stations Agitation during sump tank d Sump lank eovers
filling and dr'awdown .
Outside -drain collection, i Agitation during wastewater Q Box covers '
olr. junction boxes conveyance
AMOC . November 11, 1996, Pagd 3

� Cause BMPs to Minimize. Odor Site Specific Practices
Source
• •.
Standing water around •. improper drainage; Grade and landscape such that water drains
facilities' Microbial decomposition of away from facilities -
organic matter _
Manure truckod onto • . Poorly maintafned access roads Form access road maintenance
public'roads from farm
access
Available From
AMOC-November 1,1, 1996, Page.5

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
a a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
136 .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).
a Q Any method which, in the professional opinioniof the State Veterinarian, would -make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
aMass 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.
� vt
Signature of Farm Owner/Manager
Signature of T4 nical Specialist
Date
Date

a
NAME- WAYNE SANDERSON
COUNTY: SAMPSON
.TYPE OPERATION; 294t � FINISH
TOTAL REQUIRED VOLUME
TOTAL DESIGN VOLUME AVAILABLE
ESTIMATED
VOLUME OF LAGOON EXCAVATION
593109 CU FT
--599658 CU FT
14465 CU YDS
VOLUME OF EXCAVATION FOR CLAY LINER 200 CU YDS
TOTAL EXCAVATION 14665 CU YDS
VOLUME OF PAD FILL 6521 CU YDS
VOLUME OF DAM 4302 CU YDS
TOTAL FILL 10823 CU YDS
CUT — FILL RATIO 1.35 e1
TOTAL VOLUME OF CLAY NEEDED 200 � CU YDS
TO LINE LAGOON --------
WHERE SM (SANDY) MATERIAL IS ENCOUNTERED OVEREXCAVATE
1.5 FEET AND BACKFILL WITH COMPACTED SC (SANDY CLAY)
MATERIAL.

f h'. Iffril

n���ooa m m�©gym©m m ¢�mfo ©o
■'N°NFRI.■■EI■■■I■-■ ■■■ ■ ■■I■■'■
©�■!*ate■?�■■■■//■■■■■ ■■■
■■��■gym■�������■■���

.. ai _tor :WAYNE SANDERSON
Countye
SAMPSON
Date:
03/24/94
Distance to nearest residence (other
than owner):
0.0
feet
1. AVERAGE LIVE WEIGHT
(ALW)
0 sows (farrow to
finish)
x
1417
lbs. _
0
lbs
0 sows (farrow to
feeder)
x
522
lbs. -
0
lbs
2940 head (finishing
only)
X,
1.35
lbs. -
396900
lbs
0 sows ( farrow to
wean)
..
433
lbs. -
0
lbs
i } head ( wean to feeder)
x
7-0
lbs. _
0
lbs
Describe other =
.
_ T
_ _
0
Total Average Live Weight = 396900 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 396900 lbs. ALW x Treatment Vol;ime(CF)/1b. ALW
Treatment Vol!!me(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 396900 cubic feet
-. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet SLUDGE ACCUMULATION NOT COMPUTED
AT OWNERS REQUEST. REMOVE SLUDGE
A TOTAL DESIGNED VOLUME AS NEEDED.
Inside tap length (feet)---------------------
370.0
Inside top width (feet)----------------------
230.0
Top of dike elevation (feet) -----------------
52.0
Bottom of lagoon elevation (feet)------------
42.0
-----------------------------
Freeboard (feet)---------------
1.o
Side slopes (inside lagoon)------------------ -
3.0 A
1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH
DEPTH
3.0 3.0 3.0 3.0 364.0
224.0
9 . t.-r
AREA OF TOP
LENGTH * WIDTH =
364.0 224.0 81516 ( AREA OF
TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
310.0 170.0 52700 ( AREA OF
BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
57.0 197.0 265556 (AREA OF
MIDSECTION
* 4)
CU. FT. = CAREA TOP + (4*AREA MIDSECTION} + AREA BOTTOM]
DEPTH/6
81536.0 265556.0
Total Designed '•Jojume Available '_
599638 CU. FT.

TEMI'''r.'�RARY STORAGE REQUIRED
DRAINAGE AREA -
Lagoon (top of dike) -
Length * Width =
070.0 230.0 35100.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this .area.
TOTAL DA 85100.0 square feet
Design temporary storage period to be ieo days.
5A. Volume of waste produced
Feces €< urine production in gal./day/ per 135 lb. ALW 1.37
Volume = 396900 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 725004 gals. or 96925.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for -washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons day * 180 days storage/7.48 gallons
'y'r.lume = 0.0 cubic feet
=C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall 47.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 49641.7 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 49641.7 cubic feet
TOTAL �L. REUU I RED TEMPORARY STORAGE
C •.
P92
96926
5Be
cubic
fee
CC.
/gyp
49642
cubic
feet
5D.
49042
cubic
feet
TOTAL
196209
cubic
feet
8. SUMMARY
Temporary 7storage�-Ji�r.X. fJ'li-.__.---_ _:__.= .�=__-__..% 180 days
la I excess ❑!e :p aft irra •_! ern--_.---__.? 7.0 inches
25 year - 24 hour rainfall------_ 7.0 inches
1.0 feet
inside top 1 en g t h=========:==========.========> 370.0 feet
inside top 230.0 feet
Top of dike ele aticrn====----------=-==--=== 52.0 feet
Bottom Of lagoon 42.0 feet
Total required 593109 cu . ft.
Actual design 5?9688 cu= ft.
Seasonal high watert= bl e elevation (SHWT) === 43.4 feet
Stop pumping 46.3 feet
Must be > or = to the =HWT e i ev a==========. 43.4 feet
Must be > or = to min. req. treatment el.=> 48.0 feet
Required i red minimum treat en t � ,..y.�--._._._.=c=:= Yr9 �-I ii ') f 1 i. o
��_ a Ifl._„ :%�:.:.f.L:fiSw---'_...-_. _ �,. _ _ _
Volume at stop pumping el e ati on= ____ _.-_=_'=-.' 392164 cu. f _o
Start pumping 50.3 feet
Must be at bottom � �- freeboard :.. 25 yr. rainfall
Actual volume.less 5 yr.- 4 hr. . rainfall-> 550:_i3•' 6 cu. `. t .
Volume
1 me at s{ ar•t pumping el a c,t i nr;­=___-____-• 543473 _ cu. "%i_' z
Required volume to be pumped-----=> 146567 cu. ft.
Actual volume planned to be pLlmpe;_1====-_-=--_. 1
5
1309 __.= ft=
Min. thickness of soil liner when required- 1.5 'fee
FEE :S 1 iz� QED BY fir.. APPROVED ED B . Junn a V11�a
DATE 19,
DATE � q ) 4 ) 91
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
C li'rMEN

SEEDING SPECIFICATIONS
AREA TO 13E SEEDED., 3.0 ACRES,
USE THE SEED MIXTURE:. INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER .3
F EBRUARY 1 TO MARCH 30
0.0 LBS—. RYE GRAIN AT :fit? LBS./ACRE ( NURSERY FOR FESCUE)
0.0 i a LBS. ' PENSACOLA ' BAH I A GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES! MARCH 15 TO JUNE 15
'?4 . t a LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
C).iy LBS. UNHULLED COMMON BERMUDA GRASS AT it_) LBS./ACHE
SEEDING DATES: JANUARY 1 TO MARCH 3-0
LBS. RYE GRASS AT 40 LBS./ACRE ( TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH ._.t a
LBS.
APPLY THE FOLLOWING:
3000. 0 LBS. OF 10-10-10 FERTILIZER (1000 - LBS./ACRE)
6.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEMING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A T TO 4 INCH
SMOOTH SEEDBED= APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

PLAN OF EXCAVATED WASTE STORAGE PIT
1;)M: WA14-AC 3d6nD4F/C3Vn
county: SAM10so n
Address:
LEIWTN 370'
Date: 3 j z-+194-_
V DE $woe 3 To 1 �
a
v
%10` P ; S.Z • o :. AVE. W ELEV. � !
1
F1 _ 310,
(!a► bait for ►oiww catwAatiam)
Use of facility: WAsrc Tcr^y+tienr L.A600n
Capacity: *8 5 666 onaE Sg9 8 8 ,y �Ft3
Soil Type:
Bench ]jj`x 0ft nA1a. Jn P, F -r4 B toc.+rE
Batten
=10w.
-+2 • v
Normmnl Liquid Level
slew.
..�.�„
St m" for =Wa l rracip.
+
iauiaWa Lida LO►61
slew.
50.3
25 yr. Storm storm
(+)
.7
Ft.
Crert Mw
slow.
-
lfuc.Flow Depth
(+)
-
Ft.
(+)
La
Trap of Dam
slw.
sz. o
MAR 2 7 2019

WAVAE SA )RSon
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
9
ConFinment Building Top Width ._ 11"
Sz.9 52.5
Pit
Settled Top Elevation 52•0
Pipe Invert Elevation
50.3
+1 SS 3 :
s i SS 3 s! SS 3 s i
TREATMENT
6s LAGOON
's
l :s Depth = g• 3
Pipe (Needs to. be adequately
supported)
Bottom glevation„�-
T
I ,
NOTE: RIP —RAP, FLEXIBLE PIM*,OR OTHER SUITABLE MATERIAL WILL BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER

WA,.tne Sfir�u Mari
AVERAGE GROUPED �1
VARIABLE I
SANDY MATERIAL i
NO CLAY
1.5 FEET THICM
CLAY LINL+R
SANDY CLAY -CLAY
TYPICAL CROSS-SECTION OF
LAGOON CONSTRUCTION WITH
PARTIAL CLAY LINER
1.5FEfT THICK CLAY LINER
(MINIMUM)
EXCAVATE THIS AREA AND
BACKFILL WITH CLAY
EXCAVATE
r
FI LL
AVERAGE GROUND
i
VARIABLE SANDY MATERIAL
NO CLAY
1.5 FEET THICK
CLAY LINER
SANDY CLAY -CLAY
ADDITIONAL- EXCAVATION DUE TO LINER;
op i%.sa'
AVERAGE DEPTH TO CLAY 3 X 1.5 FEET THICK X DISTANCE = 54o o CUI3IC FEET 2b o CUBIC YARDS
27 CUBIC FEET/CUBIC YARDS
DOTE: MIER AREAS OF UNSUITABLE MATERIAL ARE ENCOUNTERED, THEY WILL NEED TO BE EXCAVATED A MINIMUM OF 1.5
FEET BELOW GRADE, BACKFILLED AND COAPACTED.WITH A SCS APPROVED MATERIAL (SC, CL, CH).

SHEET 1 OF 2
SPECIFICATIONS AT rOF'S FOR CONSTRUCTION OF WASTE .1. REl,=!-I-MENT LAGOONS
-----------------------------------------------------------
FOUNDATION PREPARATION:
The 'foundation 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 made 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 stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-------------------------------------
The completed excavation and earthfill shall conform to the line„
grades, and elevations shown on the plans. Earthfill l material l shall
be free of material such as sods roots, frozen soil, stones over
V inches in diameter_ and rather objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
e-_ls be brought 7p in approximately horizontal layers t to exceed
inches in thickness when loose and prior- to compaction. 'Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other- equivalent alent method,
Compaction will be considered adequate when +ill, material is observers
to consolidate to the point 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
le using e more impervious th-•
s.l'i_'!::ell d l.. C; tF-i_ !P.�%ri-.'r]Lc:t15 frn(T( _t�_ Y'r?t'!Lt1.'-erj
^o fill heights shall include v percent for
excavations. Construction of
settlement. Dikes =1k'eV ' c feet in height and with an impoundment
capacity of10 acre-feet' or more fall Under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed heir ht to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER-. THE MINIMUM REQUIRED THICKNESS SHALT_ DE 1.5 ft.
NOTE: LINERS ( PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
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 spjecified depth as measured
perpendicular to the finish grade. The -Foundation shall be ba.ck.filled
as specified to grade with ? SCS approved material ie - {_,L,SC,CF-) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL.
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner.. material Shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
ct.ntent which relates to that moisture content when the soil is kneaded
in the viand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
,compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift_
The single most, important factor affecting the overall compacted perme--
.ahility of a clay liner, other than the type of clay used fior..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 soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipater(rocks)
or using flexible outlets on wastes pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation, of the foundation
materials.
VEGETATION
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
.shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
h t41 will be removers to a minimum
When tile drains are encountered, t. e � e -
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be bask.fil.led and compacted with good material such as

OH-Ver-1.44
US Department of Agriculture
Soil Conservation Service
CROSS• --SECTION DATA
QUANTITY CALCULATIONS
prepared for
In
SAMPSON County, North Carolina
Designer : GLENN CLIFTON Checke& _
Date n 03/24/?4 Date
Job Number 552
LAGOON EXCAVATION
TEMPLATE DATA
Beginning Elevation = 42
Beginning Station = 79+.5
78+. 5 to 1+00 C%3CL170/? 0.00000 f t! f t
1+00 to 2+00 C \3CL170/3 0a00000 ft/ft
2+00 to 1+00 C\3CL170/3 0,00000 ft/ft
3+00 to 4+00 C\3CL170/3 0.00000 f t/ fi t
4+00 to 4+08 C 3CL.170/3 0,00000 ft/ft
SECTION NUMBER 1
Centerline Station 78+,5
ORIGINAL DATA:
70.0 / 47.9 100.0 / 48.5 200.0 / 49 � 6 300.0 / 50.4 400.O / 51.1
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL_ DATA:
70.0 / 47.6 100.0 / 48.2 200.0 / 49.4 . 3t 0.0 - / 50.3 400.0
SECTION NUMBER -
Centerline Station 2+00
ORIGINAL DATA:
7�_a,0 / 46.2 1i 0.i_a / 46.5 200.i� 49e' 4Caiaec_a / cti�a.o
SECTION NUMBER 4
Centerline Station +00
ORIGINAL DATA!

LAGOON EXCAVATION (continued) 03/24/94 page 2
70.0 / 45.8 100.0 / 46.0 200.0 / 47.6 300.0 / 48.7 400.0 / 49.4
SECTION NUMBER 5
Centerline Station 4+00
ORIGINAL DATA:
70.0 / 46.4 100.0 / 46.8 200.0 / 46.7 300.0 / 48.0 400.0 / 48.3
-
SECTION NUMBER 6
Centerline Station 4+08 '
ORIGINAL DATA:
70.0 / 46.3 100.0 / 46.7 200.0 / 46.6 300.0 / 47.9
~
400.0 / 48.2

OH-Ver-1.44
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
t4to�xPAE E3 10 PgImo'EF?E3C3b"
in
SAMPSON County, North Carolina
Designer
: GLENN
CLIFTON
Checker
Date
. 03 24/94
Date
Job Number 52
LAGOON
EXCAVATION
' ** EXCAVATION
;
FILL
Loot
Left Right
Oft-CL
CL
Dist
; Area
Volume
1
Area
Volume
Width
SS SS
ift)
; Sta
,
(ft)
; (SgFt)
(Cu.Yds)
(SgFt)
(Cu.Yds)
17
--1
140.0
70+.5
1500.4
0.0
2
1179.6
0.0
70
3 : 1 3 : 1
140.0
; 1 +00
1462.7
;
0.0
100
6118.E
;
0.0
170
._tin 1 3 : 1
140.0
2+00
; 1204.3
0.0
100
;
10368.4
170
..:1 3:1
140.0
; 3+00
1090.6
;
0.0
100
;
14180.7
;
0.0
170
T : 1 3: 1
14� } . 0
; 4+00
; ?68.1
0.0
8
14464.6
;
0.0
170
3 : 1 3 : 1
140.0
4+08
; 947.8
0.0

3H-Ver-1.44
US Department of Agriculture
Coil. Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
in
SAMPSON County, North Carolina
Designer : GLENN CL._IFTON Checker
Date . 03/24/94 Date
.lob Number 553
FAD
TEMPLATE DATA:
Beginning Elevation = 52.5
Beginning Station = 3+60
3+60 to 3+95
D/4CL320\4
3+95 to 5-i-00
D/4CL320\4
5+00 to 5+45
D/4CL320\4
5+45 to 5+95
D/4CL320\4
SECTION NUMBER 1
Centerline Station 3+60
ORIGINAL DATA o
0,()(}000 ft/ft
0.00250 ft/ft
0.00250 f t / f t
0e00000 ft/ft
0.0 / 51.4 100.0 / 50 = 7 200.0 / 50.0 :_:i 0.0 •/ 49. 1
500„0 / 47.4
SECTION NUMBER
400.0 1 48.'
Centerline Station +95
ORIGINAL DATA:
0.0 / 51.7 100.0 / 51.0 200.0 / 50.5 300.0 / 49.4 400.0 / 48.3
500.0 .0 / 47.6
SECTION NUMBER
Centerline Station 5+00
ORIGINAL DATA:
0.0 / 52.5 100.0 / 51.8 200.0 / 51.0 300.0 / 50.1 400.0 / 49.4
500.0 / 46.9
_.. _W T I ON NUMBER 4
Centerline Station . 5+45
ORIGINAL DATA:
0.0 / ter.. 7 100.0 / ` 2. 1 200.0 ; 51.4 000.0 / 50.5 400.0 49.8

PAD (continued) 03/24/94
500.0 / 49.2
SECTION NUMBER 5
Centerline Station 5+95
ORIGINAL DATA:
0.0 / 53.1
500.0 / 49.7
100'0 / 52.5
-
page 2
200.0 / 52'0 300,0 / 51.1 400.0 / 50.t
MAR 2 7 2019

OH-Ver-1.44
PLANNED
QUANTITY CALCULATIONS
prepared for
US Department of Agriculture
Soil Conservation Service
.i n
SAMPSON County 3
North Carolina
Designer
: SLENN CLIFTON
Checker
_
Date
. 03 24r94
Date
-
Job Number 55=
FAD
## EXCAVATION ##
; ##
FILL ##
Top
Left Right
Off-CL CL
Dist
Area Volume
; Area
Volume
Width
SS SS
(fit) ; Sta
(ft)
(SgFt) (Cu.Yds)
-(SgFt)
(Cu.Yds)
320
4:1 4:1
90.0 ; 3+60
,
; 0.0
35
0.0
1233.1
0
4o1 4 :1
90.0 , =+95
, 0.0
! 893.5
105
0.0
;
4384.4
320
4:1 4:1
90.0 ; 5+00
; 0.0
; 727.2
45
0.0
;
5521.4
320
4:1 4:1
90.0 ; 5+45
; 0. o
637.1
50
0.0
6521 e>
320
4:1 4:1
90.0 5+95
; 0.0
; 442.7

JH-YerL44
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
W 41`rKA E= E3 14 PA 13 En FK WK3 W
in
SAMPSON County, North Carolina
Designer : GLENN CLIFTON
Date : 03/24/94
~ Job Number 554
LAGOON DAN
Checker _
Date
TEMPLATE DATA:
Beginning
Elevation = 52
Beginning
Station = 0+00
`
0+00 to
+46
D/3CL12\3
0.00000
ft/ft
+46 to
1+46
D/3CL12\3
0.00000
ft/ft
1+46 to
2+46
D/3CL12\3
0.00000
ft/ft
2+46 to
3+46
D/3CL12\3
0.00000
ft/ft
3+46 to
3+82
D/3CL12\3
0.00000
ft/ft
3+82 to
4+28
D/3CL12\3
0.00000
ft/ft
4+28 to
5+28
D/3CL12\3
0'00000
ft/ft
5+28 to
6+24
D/3CL12\3
0.00000
ft/ft
6+24 to'
6+60 -
D/3CL12\3
0.00000
ft/ft
6+60 to
7+60
D/3CL12\3
0.00000
ft/ft
7+60 to
8+60
D/3CL12\3
0.00000
ft/ft
8+60 to
9+60
D/3CL12\3
0.00000
ft/ft
9+60 to
10+06
D/3CL12\3
0.00000
ft/ft
10+06 to
11+02
D/3CL12\3
0.00000
ft/ft
11+02 to
12+02
D/3CL12\3
0.00000
ft/ft
12+02 to
12+48
D/3CL12A
0.00000
ft/ft
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
300.0 / 50.6 400.0 / 51.3
SECTION NUMBER 2
Centerline Station +46
~ORIGINAL DATA:
~` 300.0 / 50.3 400.0 / 51.0
SECTION NUMBER 3
Centerline Station 1+46

LAGOON DAM (continued) 03/24/94
ORIGINAL DATA:
- 7.00. t y / 49 . _ 400.0 / 50.5
SECTION NUMBER 4
Centerline Station +46
ORIGINAL DATA:
300.0 / 48.7 400.0 44.4
SECTION NUMBER 5
Centerline Station 3+46
ORIGINAL DATA:
100.0 / 48.0 400.0 / 48.3
SECTION NUMBER 6
Centerline Station 3+82
ORIGINAL DATA:
400.0 / 48.1 500.0 ; 47.4
SECTION NUMBER 7
Centerline Station 4+26
ORIGINAL DATA:
400.0 / 48.0 500.0 / 47.2
SECTION NUMBER 8
Centerline Station 5+=8
ORIGINAL DATA:
400.0 46.7 5t 0.0 / 46.4
SECTION NUMBER 9
Centerline Station 6+24
ORIGINAL DATA:
400.0 / 46.8 500.0 / 45.6
SECTION NUMBER 10
Centerline Station 6+60
ORIGINAL DATA:
70.0 / 46.4 100.0 / 46.8 200.0 / 46.7
__CT I ON NUMBER 11
Centerline Station 7+6o
page

LAGOON DAM (continued) 03/24/94
ORIGINAL DATA:
r.70.0 / 45.8 100.0 / 46.0 200.0 / 47.6
SECTION NUMBER 12
Centerline Station 8+60
ORIGINAL DATA:
70.0 / 46.2 100.0 / 46.5 200.0 / 48.1
-
SECTION NUMBER 13
Centerline Station 9+60
ORIGINAL DATA:
70.0 / 47.6 100.0 / 48.2 200.0 / 49.4
SECTION NUMBER 14
Centerline Station 10+06
ORIGINAL DATA:
70.0 / 48.4 100.0 / 49.1 200'0 / 50.0
SECTION NUMBER 15
Centerline Station 11+02
ORIGINAL DATA:
0.0 / 50.5 100.0 / 49.4
SECTION NUMBER 16
Centerline Station 12+02
ORIGINAL DATA:
0.0 / 51.0 100.0 / 50.3
SECTION NUMBER 17
Centerline Station 12+48
ORIGINAL DATA:
0.0 / 51.4 100.0 / 50.7
page 3

OH-Ver-1.44
US Department of Agriculture
Sail. Conservation ation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
k-"i!2�N-'ONJF---- !S 11rA10EEFRE C3P11
n
SAMPSON County, North Carolina
Designer
s CLENN
CLIFTON
Checker
Date
. 03/24/94
Date
Jot
Number 554
LAGOON
DAM
** EXCAVATION
FILL *�
Top
Left
Flight
Off-CL
;
CL
Dist
;
Area
Volume
;
Area
Volume
Width
SE
SS
(fit)
Sta
(ft)
;.-
(SgFt)
(Cu.Yds)
;
(SgFt)
(Cu.Yds)
12
_ e 1
- : 1
340.0
0+ 0
0.0
16.4
12
- e 1
- a l
340.0
0+46
0.0
;
22.2
100
0.0
;
147.6
12
_ : 1
3: 1
340.0
1+46
0.0
;
39.7
100
;
0.0
;
336.6
12
- n 1
g a 1
340.0
2+46
0.0
;
62.4
100
010
620.8
12
3 0 1
- e 1
340.0
=:+46
0. c i
91.1
36
0.0
752.8
12
3 : 1
- = 1
450.0
;
=:+82
0.0
106.9
i
46
0.0
;
939.9
12
3:1
3:1
450.0
;
4+28
0.0
i
112.8
00
;
0.0
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4 01..c3

LAGOON DAM (continued) ti.nuted) 0.3/24/94
-ZOP Left Flight Off -CC
ith SS SS (tt) ;
*# EXCAVATION **
CL_ Dist ; Area Volume ;
Sta (tt) (SgFt) (Cu.Yds) ;
12+48 ; 0.0
.** Fll_.L **
Area Volume
(SgFt) (Cu.Yds)
12.2

"HEE:.T .1. OF
OPERATION ()ND MA I NTE;Ni-)NC.'E PLAN
This lagoon is designed for waste treatment (permanent storage) and
1SO days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary:
Clue to site conditions, weather-, flushing operations, and -the amount
of fresh water- added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 vear - 24 hour- 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 excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume MUSt always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). if the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order- to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation.' Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
.1. It is strongly recommended that the treatment lagoon be .re-
charged to 1/2 its capacity to prevent e.-cessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odor=. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
Begin temporary storage pump -nut of the lagoon when fluid level
reaches the elevation 50.3 as marked by permanent marker. Stop .Limp --
out when the fluid level reaches elevation 48.3 . This temporary
storage, less 25 yr- 24 hr storm, contains 146567 cubic feet or
1.0963'24 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0
inch per hour. prefer" to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation._
. All surface runoff is to be diverted from the lagoon to stable
outlets.
B. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. baste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water- Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this laws