820173_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems MAR 2 6 2019
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: 82-0173 Certificate Of Coverage Number: AWS820173
2. Facility Name: Tvndall's Farm
3. Landowner's Name (same as on the Waste Management Plan): T omm . T% ndall
4. Landowner's Mailing Address: 6500 Maxwell Rd
City: Autryville 6110 State: NC Zip: 28318-8854
2(p3
Telephone Number: �z'�iet=_gUlfj� E-mail:
5. Facility's Physical Address: 303 Triple B Ln Ju n 4 l i i j w , GQdY►
City: Aut ille State: NC `J
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): Gregory S. Tyndall
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Wean to Feeder
Operation Types:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
MgMhv-Brown LLC
Phone No.: 910-263-9461
Allowable Count
9,120
Zip: 28318
OIC #: 24437
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultice
Non Laying Pullet
Layers

ROY COOPER
covernor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Diree'ror
aSrA�
Y4
NORTH CAROLINA
Environmental Quality
February 27, 2019
Tommy Tyndall
Tyndall's Farm
6500 Maxwell Rd
Autryville, NC 28318-8854
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
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 ,ater-resources/water- uali -re Tonal-o erations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
I_n order to assure 'our continued c veraee under the tate Non Discharue General Permits you must submit an a lira i n for
ermit covera a to the Divisi n. Enclosed rou will find a "R uest for Certificate of overa =e FacilitY Currently Covered an
Expiring State Non -Disc arse General Permit." The apVlication form must be comnleted. signed and returned bN April 3. 2019,
Please note that you must include one f 11 copy of the Certified Animal Waste Management Plan WAWMPI with the
completed and sivned application form. A list of items included in the CAWMP can be found on pace 2 of the renewal
application 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 $25,000 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,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820173
Murphy -Brown LLC
t Nonh Cam naDepart^eerttofErivrormerta Qua is ( Dvsor.ofWaterResmrzes
3X
� Z12 N. S. sbur�- St. 114E3E MA Sees _ Serves I Ra a rs , Norti Lana 274Ege-1c36
QE

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
40,075.00
2
32,365.00
3
37,374.00
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), signed b% 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
Y . A site map/schematic
3. Emergency Action Plan
,e Insect Control Checklist with chosen best management practices noted
Odor Control Checklist with chosen best management practices noted
77�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.
If8. 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 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Pride Name of �Sigping Offipil._(ier, i rp� ltiple Landownersrpall landowners should sign. If Landowner is a
co Hni`/i`O/ Yu�„°J�J a p�mci e J ®th er(o the corporation):
Name: U itle:
Signature: Date: _
Name: !% !T `� ` Title:
Sign Date: ✓ �! C�
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: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinadan.
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.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
aRendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
a 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 a 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.
igpa e o Farm Owner/M ,nager
Signature of Technical Specialist
/k zco
Date
/t- zry
Date

WASTE UTILIZATION PLAN
Tuesday, July 13, 2010A10"
Producer: Tommy Tyndall
Farm Name: Tommy Tyndall Farm 82-173
6500 Maxwell Rd
Autryville,NC 28318
Telephone # : [phone]
Type of Operation : wean to Feeder swine
Number of Animals : 9120 pigs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface 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
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. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. 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 DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. 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 to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste 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. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
Page 7 of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
9120 pigs X .4 tons waste/pigs/year = 3648 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
9120 pigs X .48 Ibs PAN/pigs/year = 4377.6 PAN/year
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.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD
1 695 -r•
1
695
1
695
1
695
1
695
10
695
•
10
695
10
695
10
695
11
695
11
695
{-
•
11
--_ 695---
-
+.__11
695
I •
12
695
--
_
12
695--•-12
-
695
* -
12--
- -695
-
13 -
695
13
695
-i -
13
-
695 --
-
13
695
14
695
14
695
14
-
695
•
-
14
_
695
---
---
2 ---
695
I •
2
695
{•
2
695
_
2
695
3
695
3 _
695
3
-
-
1•
3
_695
695
-4
695
4
1 695
--
-
-
4
695._..
4 ---
695
5 - --
695
5
695
5
695
•
-
5
695 - 6
SOIL TYPE BCLAS
DETERMINING PH
GRANTHAM DRAINED
GRANTHAM DRAINED
GRANTHAM DRAINED
GRANTHAM DRAINED
GOLDSBORO 0-2%
GOLDSBORO 01
GOLDSBORO 0-2%
GOLDSBORO 0-2%
GOLDSBORO 01 _
GOLDSBORO 0-2%
iGOLDSBORO 0-2%
GOLDSBORO 0-2%
GOLDSBORO 0-2%
GOLDSBORO 0-2°%
GOLDSBORO 0-2°%
GOLDSBORO 0-2%
GOLDSBORO 0-2%
GOLDSBORO 0 2%
GOLDSBo, R-0 0-2%
G_OLDSBORO 0-2%
GOLDSBORO 0-2%
_GOLDSBORO 0-2%
GOLDSBORO 0-2% -
GOLDSBORO 0-z%
GRANTHAM DRAINED
GRANTHAM DRAINED
GRANTHAM DRAINED
GRANTHAM DRAINED
GRANTHAM DRAINED
GRANTHAM DRAINED
GRANTHAM DRAINED
GRANTHAM DRAINED
G_R_ANTHAM DRAINED
4GRANTHAM DRAINED
1GRANTHAM DRAINED
1NTHAM DRAINED
WTHAM DRAINED
►NTHAM DRAINED
WTHAM DRAINED
\NTHAM DRAINED
DSBORO 0-2%
S- CROP YIELD LBS AW COMM ACRES
ASE CODE N/ACRE NJACRE
C 130 137.8 0 4.84
SB 45 173.25 0 4.84
CO 800� `53.6 0 4.84
WA 1 100' 0 4.84
C i 129� 147.06 0 4.04
-
SB 45 1746 0 4.04
- -- CO 9211 82.89 - 0 4.04
WA 1' 1001: 0 4.04
C j 129 147.061I 0 2.66
SB 45 176.4 OI -2.66
CO 921 82.89 O` 2.66
0 2.66
�- C` ' 1291 147.08 0 4.97
i SB 45 176.4 0 4.97
---- CO- --- 921 82.89 04.97
- WA -- 1 100 -- OF.. 4.97
- -C 129 147-06 Oil - -3.94
SB 45 176.4 0 3.94
CO T�WA1 100 0 3.94
- C - - 129 147.06 ----0 1.05
SB _45 176._4 0 1.05
921 I - 82.89 0 1.05
WA 1 100 0 1.05
C 1301 137.8 0 4.71
SB 45 172.0 0 4.71
CO 800 53.6 0 4.71
WA 1 100 0 4.71
C 130 137.8 0 4.87
SB 45 172.8 0 4.87
CO 800 53.6 0 4.87
WA 1 100I 0 4.87
C 130 137.8 0 _ 1.31
SB 451 172.8i 0 1.31
CO 800 53.6� 0.: 1.31
--- ....i -.-- -- .. -..... -- - ----- �- --- t-----•--
WA 1 100 OI 1.31
C 130 137.8 -
SS �- 45 172.8
CO 800 53.6!
WA- _.. 1 100 ----
C 129 147.06 -
LBS AW APPLIC.
USED TIME
666.952 MAR-JUN
838.53 APR-SEP 15
259.424 APR-AUG
484 SEPARP
594.122 _MAR-JUN
712.656 APR-SEP 15
334.876 APR-AUG
404 SEP-ARP
391.18 MAR-JUN
469.224 APR-SEP 15
220.487 APR-AUG
266 SEPARP
730.888 MAR-JUN
876.708 A_ PR-SEP 15_
411.963 APR-AUG
497 SEPARP
579.416 MAR-JUN
695.016 APR-SEP 15
326.587 APR-AUG
394 SEP-ARP
154.413i MAR-JUN
_-185.22 APR-SEP 15
87.0345 APR-AUG_
005 SEP-ARP
649.038 MAR-JUN
813.888 APR-SEP 15
252.456 APR-AUG
-- 471 SEP-ARP
671.086 MAR-JUN
841.536 APR-SEP 15
261.032 APR AUG
_ 487 SEPARP
180.518 MAR-JUN
226.368' APR-SEP 15
70.216 APR-AUG
131 SEP-ARP
2.63 362.414 MAR-JUN
2.63 454.464 APR-SEP 15
2.63 140.968 APR-AUG
2.63 2 33 SEP-ARP
2.32 341.179 MAR-JUN
Page 2 of 10

695 6 - GOLDSBORO O 296 CO I 921 82.89 OI -2.32 192.305 APRSEP 15
695 695 6 GOLDSBORO G-256 + GB --- 9211 - -82. O 2.32 409.248 APR-AUG
-- -
6 GOLDSBORO 0-2 /o WA 11 100 01 2.32 232 SEP-ARP
695 7 GOLDSBORO 0-2% 1 C 1 1291 147.061 61 4.7 691.182 MAR-JUN
695 7 GOLDSBORO 0-2% I SB 45. 176.4+ O: do 829.08'APR-SEP 15
695 7 GOLDSBORO 0-2% CO 921 82.891 0; 4.7 389.n APR-AUG
695 7 GOLDSBORO 0-2% WA 1 100 0 4.7 470 SEP,ARP
695 8 GOLDSBORO 0-2% C 129 147.08 0 5.1 750.006 MAR-JUN
695 • 8 GOLDSBORO 0-2% SB 45 176.4 0 5.1 899.64 APR-SEP 15
695 8 GOLDSBORO 0-2% CO 921 82.89 0 5.1 422.739 APR-AUG
-- - -—-_..._...__--+--.------- - �—
695 8 GOLDSBORO 0-2% WA 1 r 100 0 5.1 510 SEP-ARP
695 9 GOLDSBORO 0-2% C i _-- 12 1-- -- - -- _ 47. 06 0 2.12 311.767 MAR-JUN
695 9 GOLDSBORO 0-2% ; SB ! 45 176.4 0 2.12 373.968 APR_ -SEP 15
695 9 GOLDSBORO 0-2% CO 921. 82A9 0 2.12 175.727 APR-AUG
L_695 • - -9 - GOLDSBORO 0-2% _ - WA_- - 1.L.01 2.12 212 SEP ARP -
TOTALS: 8057.04
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 3 of 10

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP UNITS LBS N/UNIT
C CORN BUSHELS i 1.25
- -t--
CO COTTON — - - --
POUND--S � .12
- - a _
CO-
SB SOYBEANS - — `—
BUSHELS 4
100
WA WINTER ANNUALS
Page 4 of 10

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
49.26� — 8,057 ,
TOTALS: 49.25 8,057
AMOUNT OF N PRODUCED: 4,378
— BALANCE -3,679
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables 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.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 693.12 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
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.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.58 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts
TRACT
FIELD
-1. -2,-3,-4,-5
SOIL TYPE
GRANTHAM DRAINED
CROP
WA
APPLICATION
RATE (in/hr)
APPLICATION
AINT (inches)
*1
0.40
r695
*1, *2,*3, *4, *5
GRANTHAM DRAINED
SB
0.40
--
*1, *2. *3, *4, *5
GRANTHAM DRAINED
CO
0.40
'1
— --
695
*I, 02, *3, *4, *5
GRANTHAM DRAINED
C
0.40
'1
695
-11, -t2, -13, -14, 6, -7, —
GOLDSBORO 0-2%
WA
0.50
•1
---
695
-- --- — -- — --
$11, *12, *13, *14, *6, *7, •
--- --... — ..._
GOLDSBORO 0-2%
SB
0.50
*1 a
695
*11, *12, *13. *14, *6, *7,
GOLDSBORO 0-2%
CO
050
_
1
695
•11, *12. *13, *14, *6. *7.
----
GOLDSBORO 0-2%
- —
C
-- --
0.50
--
'1
* 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 the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 5 of 10

NARRATIVE OF OPERATION
Producer has option to plant millet on fields 1-5 and fertilize at the rate of 124 Ibs/N/acre and
fields 6-14 may be fertilized at the rate of 211 Ibs/N/acre. If corn follows soybeans, reduce
com Nitrogen rate by 20 Ibs/acre. Wheat may be planted on fields 1-5 and fertilized at the
rate of 112 Ibs/N/acre and fields 6-14 at the rate of 136 Ibs/N/acre.
Page 6 of 10

PLANS & 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
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a
copy of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. 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, climate conditions, and
level of management, unless there are regulations that restrict the rate of application for
other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no
greater than 10 tons per acre per year and appropriate filter strips will be used where runoff
leaves the field. These filter strips will be in addition to 'Buffers" required by DEM. (See
FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. 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 application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference -
Environment file for guidance.)
*7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
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 a crop on bare soil.
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 anv perennial stream or river !other that an irriaation ditch or canal. Animal waste
Page 8 of 9

other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
gloser 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 landownwer.
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
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or
drift from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation- will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and 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. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other 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 fpr 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 these metals approach excessive levels. pH shall be adjusted
for optimum crop production amd maintained. Soil and waste analysis records shall be kept
for five (5) 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 Department of
Agriculture regulations.
* Liquid Systems
Page 8 of 10

NAME OF FARM: Tommy Tyndall Farm 82-173
OWNER ! MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished 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/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation -equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Tommy Tyndall
SIGNATURE:
NAME OF MA AGER diffW nt from owner):
SIGNATURE:
DATE:��/
please print
DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
(910) 38 -1000
SIGNATURE: DATE:' ��13
Page 11 of 11

It
939 r �.
, tvs i
It
ti

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
arc ssible location for all employees at the facility. The following
are ome action items you should take.
14 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 d should b
am s ou e approvyk by a
qualified technical specialist..
b. Pump wastes to field at an acceptable rate.
c. Stop all additional flow to the lagoon -hold waste in the
house if possible.
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(s) that caused the
runoff.
e. Evaluate the application rates for the fields where
runoff occurred.
C. Leakage from the waste pipes and sprinklers-actinn 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.

. Leakage fpom base or sid
~5 Opposed to flowing lee"all of lagoon. Often this
~~=-possible action:s is seepa
a, Digmarsmall sump op ditch t Seepage
~~" e sible pump,o catch
b^ If holes are cand Pump'back intall seePage, put i
animals and fia«sed by burrowing ano lagoon. n a
c^ Have a profess^l holes and compact zmals, trap or re
w�lls and the zonal evaluate the with a clay type remove
. �agoon bottom as soon of the sisoil^
ss the extent of the spill and note any
as possible^ oe
a^ Did the wayte ny obvio«s damages
b. Approximately reach any surface water ? ^
duration? ''u� much �as released s
c^ Any damage noted and for what
d Property damage?' such as employee ^ Did the spill le Injury, fish kills
e^ Does the spill ave the property? ' »r
f, waters? have the potential to reach
~"«�o a futupe rain surface
Surface waters? event cause
the
g~ Ape Potable water spill to reach
h, the property)? wells in danger How
"� much reached surface waters? on or off of
Contact
appropriate agencies.
a. During normal business
Water Quality) rs ness hours, call
hours, emergencyegio»al office, at Your DWQ (Division of
should include: n«mber:1-800-858 091m-486-1541, after-,
THE DETAILS OF TrUUR NAME, FAClLI-y�b8` Your phone cal
EXACT OF
OnE INCIDENT FROM 'T' TELEpHONE NUMBERz
DIRECTION OF F THE FACILITY A�D�M #2 ABOYE, THE '
CONDITIONS THE MOVEMENT OF THE ''ILw THE LOCATION OR
TAKEN� AND THE CORRECTIVE M =PURL' WEATHER AND WIND
b^ If spill leavesSERIOUSNES8 O�A�HEE8SIT
THAT HAVE BEEN UNDER
local (EMS) Emergency or 'n'ers0 �UATION.
91Q-592-89g6 Menagene~t services
waters call
c^ Instruct EMS to ` '' ervicey at '
d~ Contact local ooco»tact local Health D (SWCD> NaturalSzl and Water Conservation
(NRCB>'offiResources conservation
District
Service (CEce at 910-592-7g63 er«ation Service �
assistance,,S) at 910-592-7161 and Cooperative Extension
' If none of the above
for ad«ice/technical
and explain your ve works call 9
11
the Your agencies to them andorsthe sheriffs Depa�t
=* for
you, ask that person to c ment
ontact

. Contact the contractor of your choice to begin repair of the
problem to minimize off -site damage.
a. Contractors Name:
b' Contractors Address:
c. Contractors Phone:
. Contact the technical specialist who certified the lagoon (NRCS,
Consulting Engineer, etc.)
a. Name: qK
b. Phone: Z%.9
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.
If you are a contract swine grower associated with a swine
company integrator, contact the company representative at
1-910-592-5771

y Insect Control CheGkat for Animal Operations.
Source Cause BMPs to Control Insects Site Sn"ifie Pmedicec
O Flush system is designed and operated
sufficiently to remove accumulated solids from
hers as designed.
0 Remove bridging of accumulated solids at
Lagoons and Pits • Crusted Solids aintain lagoons, settling basins and pits where
Oat breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30°/a of surface.
Excessive Vegetative • Decaying vegetation aintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Feeders • Feed Spillage O Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
O Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter).
Feed Storage • Accumulations of feed residues O Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
O Inspect for and remove or break up accumulated
solids in fitter strips around feed storage as
needed.
AM1C - November 11, 1996, Page 1

Source
Flush gutters
Insect Control Checklist for Animal Operations
%-ause
• Accumulation of solids
Lagoons and pits • Crusted solids
Excessive vegetative • Decaying vegetation
growth
Feeders
BMPs to Control Insects
Liquid Systems
l3 Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
Tr Remove bridging of accumulated solids at
discharge
7 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 to 8 inches
over more than 30 percent of surface
7 Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
• Feed spillage 0 Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
0 Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
Site
Prartiraw

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production [a' Vegetative or wooded buffers
9 Recommended best management practices
C% Good judgment and common sense
Animal body • Dirty manure -covered D' Dry floors
surfaces animals
Floor surfaces 0 Wet manure -covered floors Q' Slotted floors
Manure collection
pits
Ventilation exhaust
fans
Indoor surfaces
2r Waterers located over slotted floors
C3 Feeders at high end of solid floors
91 Scrape manure buildup from floors
0 Underfloor ventilation for drying
• Urine 9 Frequent manure removal by flush, pit recharge,
* Partial microbial or scrape
decomposition 0 Underfloor ventilation
• Volatile gases l3' Fan maintenance
Dust a Efficient air movement
• Dust
er Washdown between groups of animals
9Y Feed additives
O Feeder covers
LR' Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon 0 Flush tank covers
liquid while tanks are filling C3 Extend fill lines to near bottom of tanks with
anti -siphon vents

min-Far—mVaste
Source Cause BMPs to Minimize Odor Site Specific Practices
Flush alleys • Agitation during wastewater O Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon 2 Extend recharge lines to near bottom of pits with
liquid while pits are filling anti -siphon vents
Lift stations • Agitation during sump tank 0 Sump tank covers
filling and drawdown
Outside drain
• Agitation during wastewater
0
Box covers
collection or
conveyance
junction boxes
End of drainpipes
Agitation during wastewater
O
Extend discharge point of pipes underneath
at lagoon
conveyance
lagoon liquid level
Lagoon surfaces
• Volatile gas emissions
L-
Proper lagoon liquid capacity
• Biological mixing
Ca
Correct lagoon startup procedures
• Agitation
FT
Minimum surface area -to -volume ratio
M-
Minimum agitation when pumping
0
Mechanical aeration
Irrigation sprinkler • High pressure agitation
nozzles • Wind drift
O Proven biological additives
CU' Irrigate on dry days with little or no wind
9 Minimum recommended operating pressure
7 Pump intake near lagoon liquid surface
0 Pump from second -stage lagoon

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Storage tank or • Partial microbial O Bottom or midlevel loading
basin surface decomposition 0 Tank covers
• Mixing while filling O Basin surface mats of solids
• Agitation when emptying
O Proven biological additives or oxidants
Settling basin
surface
Manure, slurry, or
slud e s reader
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
• Agitation when spreading
0 Extend drainpipe outlets underneath liquid level
0 Remove settled solids regularly
O Soil injection of slurry/sludges
g p
outlets
• Volatile gas emissions
0
Wash residual manure from spreader after use
O
Proven biological additives or oxidants
Uncovered manure,
• Volatile gas emissions while
0
Soil injection of slurry/sludges
slurry, or sludge on
drying
0
Soil incorporation within 48 hours
field surfaces
0
Spread in thin uniform layers for rapid drying
D
Proven biological additives or oxidants
Dead animals
Carcass decomposition
a
Proper disposition of carcasses
Dead animal • Carcass decomposition
disposal pits
Incinerators • Incomplete combustion
Standing water • Improper drainage
around facilities . Microbial decomposition of
organic matter
0 Complete covering of carcasses in burial pits
0 Proper location/construction of disposal pits
0 Secondary stack burners
D' Grade and landscape such that water drains away
from facilities
n

-Swftftrm Waste Managemen odvr Contr-ol Checklist
_ Source~ Cause BMPs to Minimize Odor Site Specific Practices
Manure tracked onto • Poorly maintained access IT Farm access road maintenance
public roads from roads
farm access
Additional Information:
Swine Manure Management; .0200 Rule/BMP 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 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-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 Flies; PRO107, 1995 Conference Proceedings
Available From:
NCSU, County Extension Center
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension

Source
Swine Farm Waste Management Odor Control Checklist
Cause
BMPs to
e' Vegetative or wooded buffers;
commended best management practices;
ood judgment and common sense
Animal body surfaces • Dirty manure -covered animals
O Dyfloors
Floor surfaces • Wct manure -covered floors
Slotted floors;
CP-Va—terers located over slotted floors;
O Feeders at high end of solid floors;
O Scrape manure buildup from floors;
D Underfloor ventilation for drying
• Urine; requent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
MWAV
ndcrfloor ventilation
Ventilation exhaust fans • Volatile gases;
Fan maintenance;
Dust �fricieni air movement
Indoor surfeces • Dust
ashdown between groups of animals;
O Feed additives;
O Feeder covers;
O Feed delivery downspout extenders to feeder
Flush tanks • covers ,
Agitation of recycled lagoon O Flush lank covers;
liquid while tanks are rifling O Extend fill lines to near bottom of tanks with
Flush allevs - . _.._., _ . . anti -siphon vents
wastewater
conveyance
O UnderflOor flush with underfloor ventilation
rn recnarge points • Agitation of recycled lagoon O Extend rechargeJL
liquid while pits are filling lines to near bottom ofpits
g with anti -siphon vents
Lift stations • Agitation during sump lank
O Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater
or junction boxes conveyance O Box covers
AMOC -November 11, 1996, Page 3

r
1,
Source Cause TMPs to Minimize Odor Site Specific Practices
raa ot.Qnus- upc ■ Agdal On-dut-W&Mastcwsier _-13 Extend dischar derneath
geAQinLgfFipesutL- -
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; oper lagoon liquid capacity;
• Biological mixing; orrect lagoon startup procedures;
• Agitation Qmum surface area -to -volume ratio;
inimum agitation when.pumping;
O Mechanical aeration;
O Proven biological additives
Irrigation sprinkler • High pressure agitation; mgate on dry days with little or no wind;
nozzles . Wind drill inimum recommended operating pressure;.
O Pump intake near lagoon liquid surface;
O Pump from second -stage lagoon
Storage tank or basin a
Partial microbial decomposition;
O
Bottom or midlevel loading;
surface .
Mixing while filling;
O
Tank covers;
•
Agitation when emptying
O
Basin surface mats of solids;
O
Proven biological additives or oxidants
Settling basin surface •
Partial microbial decomposition;
O
Extend drainpipe outlets underneath liquid
•
Mixing while filling;
level;
•
Agitation when emptying
O—AR"emove
settled solids regularly
Manure, slurry or sludge •
Agitation when spreading;
O
Soil injection of slurry/sludges;
spreader outlets .
Volatile gas emissions
O
Wash residual manure from spreader after use;
O
Proven biological additives or oxidants
Uncovered manure, •
Volatile gas emissions while
O
Soil injection of slurry/sludges
slurry or sludge on field
surfaces
drying
O
Soil incorporation within 48 hrs.;
O
Spread in thin uniform layers for rapid drying; '
O
Proven biological additives or oxidants
Dead animals •
Carcass decomposition
all1roper
disposh ion of carcasses
Dead animal disposal •
Carcass decomposition
O
Complete covering of carcasses in burial pits;
pits
O
Proper location/construction of disposal pits
Incinerators •
Incomplete combustion
O
Secondary stack burners
AMOC - November 11, 1996, Page 4

Source Cause BMPs to Minimize Odor Site Snerine Prnrti
atanaing water around • Improper drainage; Grade and landscapes sric3r that water drains
faciTitT . Microbial decomposition of away frornZacilities -
organic matter
Manuro tracked onto • Poorly maintained access roads public roads from farm Farm access road maintenance
access
Additional Information : Available From
Sw a Manure Management; 0200 Ru"MP Packet NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet NCSU - BAE
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88 NCSU - BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment. EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage ; EBAE 103-83 NCSU - BAE
Calibration -of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings I-Iorida Cooperative Exlctisiun
AMOC - November 11, 1996, Page 5

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available in
the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped down
to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization
plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action.
The routine maintenance of a lagoon involves the following
Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon
water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should include,
as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for-
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of'the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a, temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the -liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and vain-tird control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon. either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large -
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil -test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD) _
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) _
COOPERATIVE EXTENSION SERVICE (CES)
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 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 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 flow 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 cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.

Assess the extent of the spill and note any obvious damages
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
C. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown,, LLC
b. Contractors Address: P.O. Box 856 Warsaw NC 28398
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)

a. Name: Kraig Westerbeek
b. Phone: f 910 293 - 5330
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.

i
WASTE MANAGEMENT SYSTEM
FOR
ANTHONY TYNDALL
TABLE OF CONTENTS
1 Cover Letter
2 Soils Map
3 Conservation Plan Map
4 SCS-ENG-538 (Soil Investigation)
5 NC-ENG-34 Hazard Classification
6 Lagoon Design Data
7-Waste Utilization Plan
8 Seeding Specifications
9 NC-ENG-12 (Excavation)
10 NC-ENG-12 (Embankment)
11 NC-ENG-12 (Pad)
12 NC-ENG-40 (Plan of Excavation Waste Storage Lagoon)
13 Typical View of A One -Stage Lagoon
14 Operation and Maintenance Plan
15 Specifications for Construction of Waste Treatment Lagoons
16 Topographical Map W/Lagoon & Houses
17 Cross -Sections of Lagoon & Pad
MAR 2 6 2019

USDA -SOIL CONSERVATION SERVICE UNITED STATES
303-D EAST ROWAN STREET DEPARTMENT OF
PHONE [phone] AGRICULTURE
-------------------------------------------
OPERATOR:ANTHONY TYNDALL
Please review the attached plan and specifications carefully.
Retain this plan for your use and records. It is strongly
recommended that you, your contractor and the Soil Conservation
Service personnel are in agreement as to how the waste lagoon
is to be constructed. SCS personnel will meet with all
concerned parties and walk over the site to explain all flags
and markings. It is important that everyone understands what is
expected so that final construction meets plans and
specifications and the job can be certified for payment (if ACP
cost -share is involved).
The pad dimensions and grades are the best estimate. The
builder or contractor is responsible for final layout and
design of the pads. SCS personnel will assist in a limited
capacity, as its major concern is the proper design and
construction of the waste treatment lagoon.
The actual amount of material required for pads and dam may
vary from the estimates. The design will attempt to balance
cuts and fills as close as possible. If additional material is
required after construction is complete on the lagoon, the
contractor and owner will negotiate on the price and location
of the borrow area.
It should be noted that certification of the lagoon will depend
upon all specifications being met. Important items include
length, width, depth, slopes, topsoil placement, correct
elevations (top, bottom, discharge pipes), and seeding.
ARE CULTURAL RESOURCES EVIDENT? Yes NO X
DESIGN REQUIREMENT: 143,97 cu.ft =5,311 cu.yds.
ESTIMATE OF EXCAVATION: 135,837 cu.ft =5,031 cu.yds.
ESTIMATE OF PAD: 94,365 cu.ft =3,495 cu.yds.
------------------
ESTIMATE OF DIKE: 20,682 cu.ft = 766 cu.yds.
------------------
ESTIMATE OF MATERIAL FOR SANDY -CLAY LINER: = 0 cu.yds
ESTIMATE OF TOPSOIL REQUIRED: -
0 cu.yds.
Ratio 1.2 1
--- Total Excavation =5,013 cu.yds.
Job Class Designed By:
--------I� � / ---------------- Date
Design Approval j:�
'-law/ -7*
Date

UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
------------------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME -
- - -
TELEPHONE--------------------
LOCATIONT-`=-- `- " _
- - - - - - _ ----..-.---
SIZE OPERATION-3_ L)---�===-
------------
I
LOCATION DATA,
DISTANCE ,ROM NEAREST RESIDENCE NOT OWNED BY
PRODUCER. ' :C: -FT.
IS SITE WITHIN 100--YEAR FLOOD PLAIN? YES----- N0- -
If yes, SGS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE" f
PERENNIAL STREAM? YES / - NO= ---
If no, site must be relocated.
IS SITE WITHIN 1 MILE ZONING JURISDICTION /
OF A MUNICIPALITY? YES----- NO-`,1,
O `,1 If yes, landowner should consult with local zoning board
about required permits. Permits east be obtained prior
to design approval.
Are utilities in construction area? yES=---_ NO
If yes, see Part 503 of the National Engineering Rianual
and follow policy,
(Copies of maps or other reference materials may be
attached to site evaluation.)
Page 1

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

WASTE MANAGEMENT -
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES---- NO ----
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? YES---- NO ----
IF LAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YESJ�- NO ----
(Attach wash Utilization Plan to site evaluation.)
SOIL INVESTIGATION VALID ONLY IF SOIL INVESTIGATION
SHEET ATTACHED //1
IS SOIL SUITABLE FOR LAGOON? YES--'l-- NO --
IS A CLAY LINER REQUIRED? YES------ NO ------
IF YES, IS CLAY AVAILABLE ONSITE? YES------ NO------
QUESTIONABLE--------
IS A CORE TRENCH REQUIRED? YES------ NO-' --
(Attach sail investigation sheet to site evaluation.)
SITE APPROVED YES--'--- NO— ---
CONDITIONAL--------
COMMENTS-'�.,=\L-.__1''_
------------------------------------------------------ ---
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EVALUATION BE -INVALIDATED.
1
SIGNATURE - -- _ 7_cK
Page 3

Operator:Anthony Tyndall County: Sampson Date: 08/01/94
Distance to nearest residence (other than owner): 1400.0 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
0
head
(finishing
only)
x 135
lbs. =
0
lbs
0
sows
(farrow.to
wean)
x 433
lbs. =
0
lbs
3040
head
(wean to
feeder)
x 30
lbs. -
91200
lbs
Describe other
:
0
Total Average Live Weight = 91200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 91200 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 91200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Sludge Accumulation Not Computed
Owners Request Remove Sludge
Volume = 0.0 cubic feet As Needed
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
190.0
Inside top width (feet)----------------------
135.0
Top of dike elevation (feet)-----------------
47.5
Bottom of lagoon elevation (feet)------------
36.5
Freeboard (feet)-----------------------------
1.0
Side slopes (inside lagoon)------------------
3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 184.0 129.0 10.0
AREA OF TOP
LENGTH * WIDTH =
184.0 129.0
AREA OF BOTTOM
LENGTH * WIDTH =
124.0 69.0
23736 (AREA OF TOP)
8556 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
154.0 99.0 60984 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/
23736.0 60984.0 8556.0 1
Total Designed Volume Available = 155460 CU. FT

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
190.0 135.0 25650.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 25650.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 91200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 166592 gals. or 22271.7 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 recirculE
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallor.
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 amour
180 days excess rainfall = 7.0 inches
Volume = 7.0 in. * DA / 12 inches per foot
Volume = 14962.5 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 14962.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
22272
cubic
feet
5B.
0
cubic
feet
5C.
14963
cubic
feet
5D.
14963
cubic
feet
TOTAL 52197 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour rainfall==================> 7.0 inches
Freeboard===================================> 1.0 feet
Side slopes=====------- ---------------------> 3.0 1
Inside top length===========================> 190.0 feet"
Inside top width============================> 135.0 feet /
Top of dike elevation=======================> 47.5 feet
Bottom of lagoon elevation==================> 36.5 feet
Total required volume=======================> 143397 cu. ft.
Actual design volume========================> 155460 cu. ft.
Seasonal high watertable elevation (SHWT)===> 44.0 feet
Stop pumping elev.__________________________> 44.0 feet
Must be > or = to the SHWT elev.==========> 44.0 feet
Must be > or = to min. req. treatment el.=> 42.5 feet
Required minimum treatment volume===========> 91200 cu. ft.
Volume at stop pumping elevation============> 101801 cu. ft.
Start pumping elev._________________________> 45.8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 140498 cu. ft.
Volume at start pumping elevation===========> 139301 cu. ft.
Required volume to be pumped================> 37234 cu. ft.
Actual volume planned to be pumped==========> 37500 cu. ft.
Min. thickness of soil liner when required==> 1.6 feet
7. DESIGNED BY: Lanier & Houston CHECKED BY: ��jrno,�/
DATE: Gr ? , `i-' DATE : ?
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant 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 pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 45.8 as marked by permanent marker. Stoll pump -
out when the fluid level reaches elevation 44.0 . This temporary
storage, less 25 yr- 24 hr storm, contains 37205 cubic feet or
278293 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 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
b. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial_ streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT "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 lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
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 method.
Compaction will be considered adequate when fill material is observed
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
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 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 height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.6 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 specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
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
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the 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 soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
60.0 LBS, RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

OH -IRIS 2115/88
PLANNED
QUANTITY CALCULATIONS
prepared for
in
US Department of AgricultL
Soil_ Conservation Servi
Sampson County, North Carolina
Designer : Lanier & Houston Checker
Date : 08/01/94 Date -- --
Lagoon Excavati,
Bot
Left
Right
Off-CL ;
CL
Dist
Width
SS
SS
(ft) ;
Sta
(ft)
69
3:1
3:1
48.0
118+.9
81
69
3:1
3:1
48.0 ;
2+00
71
69
3:1
3:1
48.0 ;
270+.8
)n Quanities
** EXCAVATION **
Area Volume
(SgFt) (Cu.Yds)
916.9
2700.9
881.5
5031.4
896.1
** FILL **
Area
Volum,
(SgFt)
(Cu.Yd;
0.0
0
0.0
0
0.0

Off -IRK 2/15188
US Department of Agriculti
Soil Conservation Servi
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Aga.tkx(--)r.3�r `Eyxxc3c- 1 1
in
Sampson County, North Carolina
Designer Lanier & Houston Checker
Date 08/01/94 Date
:F�•k��icxxx�r�c�c�F��tk�k*s: ic•icit�r*�c*a}�*����ic��c�r*k**�k**'r�k�c:kic<k�x*�':E•k*�k:Fk**4;*��F7k:k���E*�t:F���
Lagoon Excavation Profile
TEMPLATE DATA:
Beginning Elevation = 36.5
Beginning Station = 4+00
4+00 to 4+00 c\3c1124/3 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station 4+00
ORIGINAL DATA:
0.0 / 46.1 100.0 / 46.0 200.0 / 45.6 300.0 / 45.7 335.0 / 4°

OH -IRK 2/I5/88
US Department of Agriculti
Soil Conservation Servi
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
AYXt:kxorl.y �_cy1_aC1a 1 1
in
Sampson County, North Carolina
Designer Lanier & Houston Checker
Date 08/01/94 Date
**9t*it*��ir�t��c�kfck� k�*�Fic�*:*i::k��aticic�F���k*�s**�*is9c:a�t�c9c�'cat*�*�st�c*�c�i*�Ac:k;k�s7tfc�kfr�tic�r*ic9c�F:k�k
Lagoon Excavation Quanities
TEMPLATE DATA:
Beginning Elevation = 36.5
Beginning Station = 118+.9
118+.9 to 270+.8 c\3cl69/3
SECTION NUMBER 1
Centerline Station 118+.9
ORIGINAL DATA:
0.0 / 46.0 100.0 / 45.9 200.0 / 45.9
SECTION NUMBER 2
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 45.7 100.0 / 45.6 200.0 / 45.8
SECTION NUMBER 3
Centerline Station 270+.8
ORIGINAL DATA:
0.0 / 45.9 100.0 / 45.7 200.0 I 45.8
0.00000 ft/ft

09-IRK 2/15/88
US Department of Agricultu
Soil Conservation Servi
PLANNED
QUANTITY CALCULATIONS
prepared for
thc►raa?- 'E3?-ga.cia 1 1
M40a
Sampson County, North Carolina
Designer : Lanier & Houston Checker
Date 08/01/94 Date - -
Dike
Fill
Quanities
** EXCAVATION **
Top
Left
Right
Off-CL
CL
Dist
; Area
Volume
Width
SS
SS
(ft)
Sta
(ft)
; (SgFt)
(Cu.Yds)
12
3:1
3:1
50.0 ;
0+00
; 0.0
152
;
0.0
12
3:1
3:1
90.0
1+52
0.0
187
0.0
12
3:1
3:1
85.0 ;
3+39
0.0
197
;
0.0
12
3:1
3:1
100.0 ;
5+36
; 0.0
162
0.0
12
3:1
3:1
50.0
6+98
; 0.0
** FILL **
Area
VolumE
(SgFt)
(Cu.Yd:
31.0
176.
31.5
394.
31.5
599.
24.7
766.
31.0

OH-12K 2/15/88
US Department of Agriculti
Soil Conservation Serv'
CROSS-SECTION DATA
QUANTITY CALCULATIONS
Prepared for
in
Sampson County, North Carolina
Designer : Lanier & Houston Checker
Date : 08/01/94 Date
Dike Fill Quanities
TEMPLATE DATA:
Beginning Elevation = 47.5
Beginning Station = 0+00
0+00 to 6+98 d./3c112\3 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 45..6 100.0 I 45.8
SECTION NUMBER 2
Centerline Station 1+52
ORIGINAL DATA:
0.0 / 45.6 100.0 ! 45.7 135.0 / 45.6
SECTION NUMBER 3
Centerline Station 3+39 CLEAR 6 2019
ORIGINAL DATA:
0.0 / 45.6 100.0 / 45.7 200.0 / 46.0
SECTION NUMBER 4
Centerline Station 5+36
ORIGINAL DATA:
0.0 / 45.6 100.0 / 46.0 200.0 ! 46.1
SECTION NUMBER 5
Centerline Station 6+98

Dike Fill Quanities (continued) 08/01/94 page 2
0.0 / 45.6 100.0 / 45.8

OR-IRH 2/15/88
US Department of Agricult€
Soil Conservation Servi
PLANNED
QUANTITY CALCULATIONS
prepared for
,ArJ.t;k-LoacsW 'T3?�XXC1a 1 1
in
Sampson County, North Carolina
Designer : Lanier & Houston Checker
Date : 08/01/94 Date - - -
*�c*:k*�c�k�it�c*X9cic***�t*7k�k�ik�k�,k#it�c�ric�c*�c*�c*�r4si;�c�ic�k�s*�kki:kkitic�cis��klc*�t�*�c�t�ci:icik�t�c�tic*�s*it�tx
Top Left Right Off-CL
Width
SS
SS
(ft)
160
5:1
5:1
85.0
160
5:1
5:1
85.0
160
5:1
5:1
85.0
160
5:1
5:1
85.0
Pad Fill Quanities
i* EXCAVATION **
CL Dist Area Volume
Sta (ft) (SgFt) (Cu.Yds)
0+00 0.0
100 ; 0.0
1+00 0.0
100
2+00
40
2+40
0.0
0.0
0.0
0.0
** FILL **
Area
Volumf
(SgFt)
(Cu.Yd:
361.1
1372
380.3
3033
516.6
3495.
105.8

O.q-IBH 2115188
US Department of Agricultur
Soil Conservation Servic
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
fix.tkxC>xa.y -Za7X-1cla 1 1
in
Sampson County, North Carolina
Designer : Lanier & Houston
Date : 08/01/94
Checker
Date
Pad
Fill Quanities
TEMPLATE DATA:
Beginning Elevation = 48
Beginning Station = 0+00
0+00 to +30
d/5cl160\5
0.00000
ft/ft
+30 to 1+50
d/5cl160\5
0.00380
ft/ft
1+50 to 2+40
d/5cl160\5
0.00000
ft/ft
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 45.6 100.0 / 46.1
200.0 / 45.7
300.0 / 46.0
340.0 ! 45.
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 / 46.2 100.0 / 46.1 200.0 I 46.0 300.0 / 46.0 345.0 / 45.
SECTION NUMBER 3
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 45.3 100.0 / 45.5 200.0 / 45.5 300.0 / 45.5 350.0 / 45.,
65.0 / 45.5 250.0 / 45.5
SECTION NUMBER 4
Centerline Station 2+40
ORIGINAL DATA:
0.0 / 45.5 100.0 / 48.0 200.0 / 48.0 300.0 / 46.5 350.0 / 45.E

PLAN OF EXCAVATED WASTE STORAGE PIT
—Date:
county..
Address:
a
AVE. TOP ELEV.
A31t
_4p
AVE. BOTTOM ELEv.
C$w bwk for voice calcultTiow)
Use ®f facility:
Capacity;
Soil Type:
_b"_Cr_TP_t1_0_n
Ft3
Bench Mark ­77
7,
Bottom
Rormal Liquid Level
Storage for normal precip.
."xiZUM Liquid Level
25 yr. Storm Storage
:rest NSW
Pt.
fax -SLOW Depth
E IGV.
7reaboard
F t -
!0P ®f Dam

r inI Li
Lq
L----------
Ss
4� 0 ll�.Clc-
I
LIS
1 -3 j 13
.;SM
en:ce r

Z
:Z

Confinmerit Building
Pit
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width 11 �k
Pipe (Needs to be adequately
supported)
Bottom elevation
Settled Top Elevation
Pipe Invert Elevation
SS SS
SS
TREATMENT
LAGOON
Depth
NOTE: RIP -RAP, FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL WILL BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER

FILL
--.�AMMAGE
---f--~
VARIABLE
MATERIAL �
go CLAY
FEET THICt
CLAY LINER
:A
._ ..•+=•.]O'�' CLAY —CLAY f E9
a Y
TYPICAL CRO—F&CTION OF
LAGOON CONSTRUCTION WITH
PARTIAL -CLAY LINER
�T THICK CLAY LINER
(MINIMUM)
EXCAYATE THIS AREA AND...
'—BACKFILL WITH CLAY
EXCAVATE
P
a
a FILL
AVERAGE GROMD
e
®a VARIABLE SANDY MATERIAL
NO CLAY
FEET THICK
CLAY LINER
Uq
SANDY CLAY —CLAY
ma
AM11TIONAV EXCAVATION DUE TO LINER:
ANKFAAGF DEPTH TO CLAY t' $ FEET THICK X DISTANCE If 4- 1 .- CUBIC FEET = i to - CITRIC 1'
ARM
T/CUBIC YARDS N AREAS OF UNSUITABLE 14ATERIAL ARE ENC"TERED, THEY WILL NEED TOIBE EXCAVATED A MINI OF
FEET BELOW GRADE, BACKFILLED AND COMPACTE9 WITH A SCS APPROVED MATERIAL (SC, CL, CH).

/5/ �
1 �
1 � .�'•,�•� -:� - j' it I• l I `-�' _
176
ds
th $ ti 34 35
1431
41
I � _. a ent_ _ \ `g�,• 1
Cem rii• •� s �: �1
Ceiii, i
mr
It
it
to
`\\ 11r
- 1/,•, / Y� .� �1 cam. li ` ♦ .,
151I�C �� �J _ ♦ _ ems`_______________'.
••Cem--- r\` / - -• � �\
° It ) 1941 y
ii i':I l
y 1438
Union e
it
,
RR I
1432
r17
_ .N 177
ct:..
•.• / ;
.
,70

NAME: ANTHONY TYNDALL
COUNTY� SAMPSON
TYPE OPERATION: 3040 WEAN -FEEDER
TOTAL REQUIRED VOLUME 143859 CU FT
* TOTAL DESIGN VOLUME AVAILABLE 253188 CU FT
`
ESTIMA
TOTAL EXCAVATION- 6710 CU YDS
VOLUME OF PAD FILL 4735 CU YDS
VOLUME OF DAM 1730 CU YDS
�
&�° w�� �� �01�
�� --

IAA:="TE UTILIZATION PLAiv
FOR
ANTHONY TYNDALL
RT 1
AUTRYVILLE NC 28318
August 11, 1393
Your animal waste utilization plan has been specifically
devej oped for your 3040 WEAN TO FEEDER SWINE operation.
The plan is based on the soil types, crops to be crown, and
method of application, for your particular operation. The waste
must be land applied at a specified rate to prevent pollution
of surface 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 and annual soil tests are encouraged so that all
plant nutrients and lime can be balanced for realistic yield
of the crops 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 environ—
mentally safe manner. Always apply waste based on the needs
of the crop to be grown and the nutrient content of the waste.
The amount of available nitrogen for plant use is dependant on
the method of application. Soil type is important due to
different leaching potential and yield potential. Waste shall
not be applied to land eroding at greater than 5 tons per acre
per year. Do not apply waste on saturated soils or on land
when the surface is frozen. Either of these conditions may
result in runoff to surface waters. Wind conditions should
also be considered to avoid drift and downwind odor problems.
To maximize the value of the nutrients for crop production and
reduce the potential for pollution, waste should be applied to
a growing crop or not more than 30 days prior to planting.
Soil incorporation of the waste will conserve nutrients and
reduce odor problems.
The acres needed to apply the animal waste are based on
typical nutrient content for this type of facility. Annual
acreage requirements may be more or less depending on the
specific waste analysis report for your facility at the time
of irrigation.

Your waste utilization plan is based on the following:
TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR
-------------------------------------------------------------------------
NUMBER OF ; ;TONS WASTE PER TONS WASTE ;
ANIMALS TYPE OF ANIMALS ; 1000 ANIMALS PER YEAR I
'-----------'----------------------
3040 ; WEAN TO FEEDER ; 765 12325.6
--------------------------------------------------------------------------
TABLE B. SUMMARY OF CROPS BY FIELD
---------------------------------------------------------------------------
TRACT FIELD ; SOIL ; ACRES CROP ;CROPCODE
----------------------------------------
695 1 ; NoA :5 ; HYBRID BERMUDAGRASS HAY ; UH
---------------------------------------------------------------------------
TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE
---------------------------------------------------------------------------
CROP ;SOIL: YIELD; UNITS; TOTAL N; *TOTAL P I *TOTAL K
HYBRID BERMUDAGRASS HAY :NoA :6 :TONS :300 :0 :140 - 160
----------------------------------------------------------------------------
* Total phosphate and potash amounts should be confirmed with a soil test.
TABLE D. WASTE MANAGEMENT BY FIELD
I CROP:WASTE APPL: TYPE ;WASTE N I COMM N; MONTHS TO APPLY
I TRACT :FIELD; CODE: METHOD ; WASTE LB/AC ; LB/AC ANIMAL WASTE
- - - - - - - 1 - - - - - - - - - - --- - - - - - - - - 1 - - - - - - - ) - - - - - - - - ! - - - - - - - - - - - - - - - - - - - - - - - - - -
:695 : 1 ; BH :IRRIGATE ;SWINE : 300 ; ; A.PRIL TO OCT

The acres, crops, and application method shown in the preceding tables will
avcommodate approximately 3125 animals of the type shown in Table A.
If more commercial fertilizer is used than is shown in Table D, then
additional acres of land will be needed. A 3 — 15 feet wide permanent
grass filter strip should be seeded along all ditches in fields that
receive animal waste.
ADDITIONAL COMMENTS
-------------------------------------------------------
--------------------------------------------------------------------------
Prepared by: _!j7QAQI --_ Title S C�
------------- -----------------
Concurred in by: --------------------------------- Date
Producer
------------------

U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner ANTHONY TYNDALL _ — CountySAMPSON
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. ElevT1--st. _rvation --
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use ; Improvements Above :Floodwater Above
Flood Plain: Flood Plain
-- : Ft. Ft_ % — - Ft. Ft.
1
2 .
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach A SUDDEN FAILURE OF STRUCTURE WILL NOT ENDANGER LIFE
OR DAMAGE PUBLIC TRANSPORTATION. THE LAGOON WILL BE LOCATED IN A RURAL AREA.
APPROX. 30001 FROM SR 1006 AND APPROX. 14001 FROM JONES; SWAMP:
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III, IV, V)
By HERMAN RIGGS !_ Date 8/10193
name (title)
Concurred By:. _ _ _ Date _
,name �ttitlei
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

.. 1442 �'q I. d
`oo
14031
/49
10
71/1. -
o —J n Cem( Williams �j�i : t✓em
a c I Cem " 4
I �%
143' 111
love m
Bethabara
i A \ it
ICA as
Cem
r 1�.
1 Y
L,svf(
f/
BR 140
Cemr.
I � r
I � i
8R 133\,
o •Cem
•tt �' 1, Cem_.
k iii

�.•�' �,f� :' ..�Si� �" +.'s.'1�'-�F � ram. "�'.�
a ,
r s ti .tr�y
�� �x1 f;- �y�` �j r�0. .fir ~�''c. -Y ¢,tyr �� ,��� ,.+ �ti �•.`n

f �
a:• r
ao
rT
AMj /
.� 4 w` F 6
�'' � •r J � -r x' - fir' •c,. ;�' y ;�' � C ^ > : -
� - -
t A
X.
/ f Al fy�TH•r tY.
4y
p / !
, � �,-��.��x. 4•�„�+,`� x � �.a L 'F,;s �n�.:f;� }
a k tS; tz + t
a
�Y`." k ,
A1'
—10
N..,b ' Y +J 3 3,j lZ Y£^� �5�t [ V y N. ' F ti,.�..•,�:. �� - ..a;
1`.z--^�-� .. frk;_1 t °''�'. `�� lip v" ✓ t r r �e r
F;9 1 3 ! f ! ( tT
—._.__ ,•3 y
rb
4
U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE SCS- CPA -16
CONSERVATION PLAN MAP 2 - 81
Owner An,40ril,IN n D A L L
Operator
County SA r~, Ps — P
State n C t Date 8 9 193 "N.. Approximate acres
Approximate scale = 6 G o '
.� Cooperating with-
" — — -- _ Conservation District
Plan identification Photo number
Assisted by _
— — TTCT) A Q-:1 - - -

SCS-ENG-538 U. S- DEPARTMENT OF AGRICULTURE
Ite, 5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME— DISTRICT
DATE !a i COUNTY �,cm.r• -
S. C. S. PHOTO SHEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL-- ACRES POND CLASS WORK UNIT CONSERVAT10i: IST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale ]" .—feet)
Locate relerence point �n center line of dam and Identify on sketch.
I �
I
I
,
I
t
c-- -i
1
I
i
SHOW
BORING NUMBER AND PROFILE
Make and Est dam -site and spilhcay borings first - then paraded area and borrow Pit borings - separate iolth oerdcal rid flees.
DEPTH
out
(Continued on back whom nec"wry) Shwater table elevations on dam -site borings.
SCALE[
CALE
1
2
3
4 ! _ 5
61
7
8
9
10
11 12
13 14
15 116
11
17 18
19
i 20
21
22
23
-
�r:�
�.N.•
J`I✓1
:; f.F
fir'/i
Cfs
vr'
7
- _
S.
_
C L
�= ` ;'"� SIGNAT'UR,E & TITU
BORING$ MADE BY

Operator:ANTHCNY TYNDALL County: SAMPSON
Distance tc nearest residence (other than owner):
1. STEADY STATE LIVE WEIGHT
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Date: 07/26/93
1400.0 feet
Volume = 91200 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Vo1ume(CF)/1b. SSLW= 1 CF/lb. SSLW
Volume = 91200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
AREA OF TOP
LENGTH � WIDTH =
194.0 124.0
AREA OF BOTTMI
LENGTH * WIDTH =
140.0 70.0
24056 (AREA OF TOP)
9600 (AREA OF BOTTOM)
VOLUME OF LAGOON AT TOTAL DESIGN LIDUID LEVEL = 147978 CU.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
200 130 26000 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 26000 Square Feet
Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.001316
Volume = 91200 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 22326 Cubic feet
B. 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 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 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 = 7.0 inches
Volume = 7.0 Inches X DA / 12 inches per foot
Volume = 15166.667 Cubic feet
D. Volume of 25 year — 24 hour storm
Volume = 7.0 inches / 12 inches per foot X DA
Volume = 15167 Cubic feet
TOTAL REQUIP,ED TEMPORARY STORAGE
5A. 22326 Cubic feet
5B. 0 Cubic feet
5C. 15167 Cubic feet
5D. 15167 Cubic feet
TOTAL 52659 Cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 15166.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 22326 cubic feet
5B. 0 cubic feet
5C. 15167 cubic feet
5D. 15167 cubic feet
TOTAL 52659 cubic feet
Total required volume 143859 cubic feet
Total design volume avail. 147978 cubic feet
Min. req. treatment volume plus sludge accumulation 91200 cubi
At elev. 47.6 feet ; Volume is 91671 cubic feet (end pumpin
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 1.5 ACRES
USE THE SEED MIXTURE INDICATED:
0.0 LBS. FESCUE GRASS @ 60 LBS. PER ACRE
(BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS)
SEEDING DATES: SEPTEMBEP, 15 TO NOVEMBER 30
0.0 LBS. "PENSACOLA" BAHIA. GRASS @ 60 LBS. PER ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 30
12.0 LBS. HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. RYE GRAIN @ 30 LBS. PER ACRE (NURSERY FOR FESCUE)
0.0 LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEMBER 1 TO MARCH 30
LBS.
---- ----------------------------------------- ----------
APPLY THE FOLLOWING-
1500 LBS. OF 10-10-10 FERTILIZER (1000 LBS. PER ACRE)
3.0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
150 BALES OF SMALL GRAIN STRAW (100 BALES PER ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR, TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EAP,THMOVING IS COMPLETED. APPLY
LIME AND FERTILIZER, THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED.
APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT.
APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Mer1.44
US Department of Agricult
Soil Conservation Sery
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
M NP-T_ V! f1l TV wXAL_L_
SAMPSON
County`
North
Carolina
Designer : GLENN
Date : 07/26/93
Job Number 007
CLIFTOM
LAGOON
EXCAVATION
Checker
Date
SECTION NUMBER 2
Centerline Station 2+00
ORIGINAL DATA:
200.0 / 48.1 300.0 / 48.2 400.0 / 48.1 500.0 / 49.0
SECTION NUMBER 3
Centerline Station 2+81
ORIGINAL DATA:
200.0 / 47.9 300.0 / 48.2 400.0 / 49.0 500,0 / 49.4

US Department of Agricult
Soil Conservation Sery
QL�MTITY CALCULATIONS
prepared for
SAMPSON County, North Carolina
Designer : GLENN CLIFTON
Date : 07/26/93
Job Number 007
Checker
Date

UNC-ENG-12
Soil Conservation Service Rev. 6/82
NAME: ANTHONY TYNDALL
SETTLED TOP DIKE ELEVATIDN 51.2
1. Double Volume of Fill =
2. Volume of fill (line 1/27) =
3. Allowance for settlement(W) =
4. Total Cubic Yds 12 + 3)> =
_______________________
708.0O
88987
=======================
44493.7 Cu. Ft.
1607.9 Cu. Yd.
82.4 Cu. Yd.
1730.3 Cu- Yd.
Computed by: GLENN CLIFTON
Date: 07/26/93
Checked by:

OH-V r1.44
D/4CL170\4
D/4CL170\4
D/4CL170\4
D/4CL170\4
US Department of Agricult
Soil Conservation Sery
0.00000 ft/ft
-.00250 ft/ft
-.00250 ft/ft
0.00000 ft/ft
200.0 i 48.2 30C.0 / 48.2 400.0 /
SECTION NUMBER 2
Centerline Station 1+20
ORIGINAL DATA:
50.0 / 47.9 100.0 / 47.9 200.0 / 48.2 300.0 / 48.1 400.0 /
SECTION NUMBER 3
Centerline Station 2+00
ORIGINAL DATA:
50.0 / 48.1 100.0 / 48.0 200.0 / 48.1 300.0 / 47.9 400.0 /
SECTION NUMBER
Centerline
4
Station 2+30
ORI3��AL DATA:
50.0 / 48.1
100.0 /
48.0 200.0 /
48.1
300.0 /
48.0 400.0 /

PA� FILL (cont�nued) 08/09/93 page 2

SAMPSON County,
North Carolina
Designer
: GLENN
CLIFTON
Checker
Date
Job Number
: O8/09/93
013
Date
PAD FILL
| *t EXCAVATION w* . ** FILL �*
Top
Left Right
Off-CL
| CL Dist
| Area Volume Area Volu/
idh
S
.
(Cu.YW
s
. .
170
4:1 4:1
115,0
.
| 0+82
. .
0.0 720.1
170
4:1 40
115.0
| 38
1+20
| 0.0 | 101
| 0.0 | 720.0
' 80
.
` 0.0 � 310'
.
170
401 40
115.0
1 2+00
| 0.694.8
| 30
| 0.0 | 387�
170
4:1 4:1
115.0
2+30
| 0.0 1 674.8
' . 35
.
` ' O 0 | 473/
170
421 01
115.0
1 2+65
| 0.0 1 659.8

U. S. DETAVWxT 0/ AQRIOA .xf K-M-40
Soil cam*rvstian Service Rev. 7M
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: AnyHon : TjnDp-L
county: 5A►r,PSon
Address:
LENGTW
V DE SUPE .3 TO 1
ID AV
AVE. 'MP aEY. /,,,
SECTioq 9
i
AVE_ a0T10V ELEV. /
�l j
a
CS" bw* for refuse pleulstions)
Use of facility: WASTE TREATmrn7- L-AGeon
it Capacity: Gillons 253 t SB Ft3
Soil Types r
Bench Mark Description
iofl a � PumP PIPE ST�tAenE�e GOCATEj7 APPRD��
•20 ' WEST OF COAn _nT,)__pLTCj4
Bottom
$l ev .
41.L
Normal Liguid Level
$lev.
49.s
Storage for normal Precip.
(+)
Ft.
Maximus Liquid Level
Elsv.
49-S
25 yr. Storm Storago
(+?
7
Ft.
Crest BSW
Flev.
Max. Flow Depth
(+)
-
Ft.
Frsaboard
(+)
�.o
Ft.
Top of Dam
THE jESIG. 1-S LA>MGER TNran iS Y1EErlB'�
$EGAvSE
cF 'fiiE
✓t�,D
Foe MORe iv1ATE4.IAL Fo0- 'r4AE PA] & n D
E'Y% &A n K
PA67M7.

TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Confinment Building
PAD ELEV. 51.7 l
C _
Pit
Top Width -
!' Pipe (Needs to be adequately
supported)
AnrMmhy 7yni:�ALL
SAMPSon Co.
Settled Top Elevation S/.Z.
OUTLET PIPE RLEV.
SS 3 s
i� SS 3 s 1 SS 3 ;
TREATMENT I
s LAGOON
Depth = 8.3 I.
i
Bottom Elevation 41.1

•
I
1
1
1
AVERAGE GROUND FILL
VARIABLE
SANDY MATERIAL t
NO CLAY
1 FOOT THICK
CLAY LINER
SANDY CLAY -CLAY
SAr+nrson Cv,
TYPICAL CROSS-SECTION OF
3o*a WEAn-FeFDER
LAGOON CONSTRUCTION WITH
PARTIAL- CLAY LINER
1 FOOT THICK CLAY LINER 1
(MINIMUM)
i FILL
_AVERAGE GROUND
EXCAVATE THIS AREA AND
BACKFILL WITH CLAY
EXCAVATE
VARIABLE SANDY MATERIAL
NO CLAY
- 7_
L FOOT THICK
CLAY LINER
SANDY CLAY -CLAY
ADDITIONAL'EXCAVATION DUE TO LINER:
boo'
AVERAGE DEPTH TO CLAY Z.5 X 1 FOOT THICK X DISTANCE — Z ob o CUBIC FEET = 7 CUBIC YARDS
27 CUBIC FEET/CUBIC YARDS.

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added to the
system.
The designed 6 months temporary storage is an estimated volume
based on : 1 ) waste from animals; 2) excess ra i of a I I after
evaporation; and 3) the largest 24 hour (one day) rainfall that
occurs on the average of once every 25 years. The volume of
waste generated from a given number of animals will be fairly
constant throughout the year and from year to year. This
estimate is based on 7 inches of excess rainfall which is
equal to or exceeds the highest 6 months excess in a year.
The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will
need to be pumped each year. The 25 year rainfall will not be a
factor to consider in an annual pumping cycle, but this storage
volume must always be available. A maximum elevation is
determined in each design to begin pumping and this is usually
the outlet invert of p i pe (s) from building (s) . If the outlet
pipe is not installed on the elevation to begin pumping, a
permanent marker must be installed on this elevation to
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimum treatment depth
(6 feet). Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weather, sails, crop, and equipment to apply
waste without runoff or leaching).
Land application of waste water is recognized as an acoeptable
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 runoff from the field
or damage to crops.
The following items are to be carried out:
1. It is strongly recommended tha 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 pre —
charging is completed, flush buildings with recycled lagoon
liquid. Fresh water should not be used for flushing after
initial filling.
2. The attached waste utilization plan shall be followed.
This plan recommends sampling and testing of waste (see
Attachment B) before land application.

3. Begin pump —out of the lagoon when fluid level reaches eleva—
tion 49.50 as marked by permanent markers. Stop pump —out
when the fluid level reaches elevation 47.60 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria). The design temporary storage, less 25 year
storm is 37492 cubic feet or 280443 gallons. As stated
before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is one
(1) inch and the recommended maximum application rate is 0.4
inches Der hour.
5. Keep vegetation on embankment and areas adjacent to the lagoon
mowed annually. Vegetation should be fertilized as needed to
maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to
stable outlets.
8. Keep a minimum of 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent,
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 feet of a residence or within 100 feet of a well.
9. The Clean rater Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ—
mental Management, has the responsibility for enforcing this law.
NOTES:

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
CLEAR I I'vG :
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be
removed within the area of the foundation of the embankment and
fill areas and all excavated areas. All stumps and roots exceeding
one (1) inch in diameter shall be removed to a minimum depth of
one (1) foot. Satisfactory disposition will be made of all
debris. The foundation area shall be loosened thoroughly before
placement of embankment material. Lagoon site (and pad site if
needed) to be stripped of topsoil (3") and stockpiled for use on dike
and pad slopes (2-3"). The topsoilin<g quantity is in excess of
amounts specified on page one (1).
Cut—off Trench:
A cut—off trench (when specified) shall be installed as shown in
the plans.
Construction:
------------
Construction of excavated and earthf i I I areas shall be performed
to the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfil) shall be placed in
max. of 6" lifts and not placed in standing water. Compaction
shall be performed by the construction equipment or sheeps—foot roller
during placement. The embankment of the lagoon shall be installed
using the more impervious materials. Construction of fill
heights shall include ten (10) percent for settlement. To
protect against seepage, when areas of unsuitable material are
encountered, they will need to be excavated a minimum of one (1) foot
below grade and backfilled and compacted with a SCS approved
material (i.e.—CL,SC,CH). Refer to the soil investigation
information in the plans for special considerations. Precautions
should be taken during construction to prevent excessive erosion
and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible
after construction according to seeding specifications sheet.

5D, n
dZC
A
o
0

Attachment B
Page 1 of 3
North Carolina AariculturaI Extension Service
Acr-Iri-Waste Management
.7—s C. Barker*
I • AXFIZ CQ T_F=CM
A. Semi-SoUd Log Han=e
i. Scraped directly, !rose, lot into spreader
a. i°r= loaded spreader, collect about 2 2bs of „a==e osss
fq; era= locations using nonmezaUic c*IIftczo= ._
ii- i:`rossz storage
a. Collect about 2 lbs of manure !rota Umder the surface c=3ast
avoiding bedding materz-als and usig aoamezal?ic eoilscr-ors.
3. Liquid 25ann_ c Slum
tinder- slotted- floor pit
a. Exit nd a 1/2" normtallic conduit open on both ends into
manure to pit floor.
b. Seal -upper and of conduirt (e.g., by placing a thumb over end
of conduit) :mapping iu=e that has entered lover and, remove
and empty slur--7 into plastic bucket or nommezallic container.
c. Fake subsamples :L-= 5 or more locations or at leas:. 1 quart.
d. Mix and add about 3/4 pint to nor=etalZic sample cantainez.
U. Exter-Cor storage basin or tank
a. Make sure manure has been well mined with a liquid d -re
chopper -agitator pusssp or propeller agitator.
b . Take sahsamples :rom about 5 pit locations, mom agitator Punta
or fram z=ure spreader and place in a plastic bucket.
* Professor and Zxrension Specialist, Biological and Agricultural Engineering
.+-- _— «__L e- Ur

Attachment B
Page 3 of 3
II. SAM= PREPARATION AND TRANSFER
A. Place sample into an expandable container that can be sealed. Rinse
residues from container with clean water but do not use disinfectants,
soaps, or treat in any other way.
B. Pack sample in icq, refrigerate, freeze, or transfer to lab quickly.
C. Hand -delivery is most reliable way of sample transfer.
D. If mailed, protect sample container with packing material such as
newspaper, box or package with wrapping paper, and tape.
E. Commercial sample containers and mailers are also available. Contacts:
i. A&L Eastern Agricultural Lab, Inc. iii. Polyfoam Packers Corp.
7621 Whitepine Road Z320 S. Foster Avenue
Richmond, VA 23237 _ Aheeling, IL 60090
Ph: [phone] Ph: [phone]
U. Fisher Scientific Co.
3315 Winton Road
Raleigh, NC 27604
Ph: [phone]
iv. NASCO
901 Janesville Avenue
Fort Atkinson, W_T 53538
Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
G. The NCDA provides this service for North Carolina residents.
i_ Address: North Carolina Department of Agriculture
Agronomic Division
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P.O. Boas 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Bay Campbell
ii. Forward-"$4 along with the sample.
iii. Include the following identification information with sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (swine -nursery, finishing; turkey -breeders,
broJerhouse, grower, number flocks grown on litter; etc.)
c. Vaste type (dairy -lot scraped manure, liquid slurry; swine -pit
slurry, lagoon liquid, sludge; broiler -house litter, stockpile
iv. Routine analyses performed on all samples: N, P, R, Ca, Mg, Na,
S , Fe, Ma, Za, CU, B
v. Additional analyses performed upon request: DM, Mo. Cd, Ni, Pb

^
TOhMY TY1"/DALL
COUN [Y: SAMp3J11;
TYPE OPERATW: 354 WEAN- =�RnL!`
* '.'ClAL DESIGW VO_UME AVAIL.\BLE 224760 CL FT
--------
ESTIMATED
.�,.UME OF LA�O0N EX�A\�'TION S778 CU YD3
-----------
TOTAL EYCAVATION 6778
' UME 'lLL 4081 CU YDS
VOLUME OF D�� - CU YD��
TOT' F.LL 5393 CU YDS
CUT 'ILL i O
EST MATED:
°c OF ELA/ L.
Z7 C0 YDW,
____
� THE DESIGN IF S NEEDED BECAUSE OF TQ::.
1ED FOR FOR PAI, AWD EMBANKMENT.

'peranor.FOMM" TYNDAL" Coapty SAMPS]N
late
10/29/93
'i tarce to neares: ` `.idvnce (cthe~ than ov:n/r':
400.0
feet
STQAD! STATE LIVE WEIGH!-
0 sows (-arrow to finisK) n
1417 lbs.
0 sows (farrow m feedez) x
522 lbs.
9 head (fznzshinq only x
1A5 lbs =
0 lbs
sows (farrow to wem) x
433 lbs.
3040 hea! wean cc feeder) ,
30 lbs =
11200 lbs
TOTAL 81EADY STATE L VE WEIGHT
(SSLW) =
91200 bs
?. MINIMU� REQUIRED THE�TME�T VOLUM� CF LAGOON
Volume = 91200 its. SSLW x Treatment
Vnlume(CF /lb.
82LW
Treatment Volume(CF)/lh. SSLW=
lb
SSLW
Vo uo.e = 91200 cubic feet
. 3TORA3E VOLUME ',OR SLUDGE ACCUMULATION
Yo'ume = 0.0 . feet
� ' �� ACCUMUL4TIrF
NOT CUMPUTED
XYT jWNERS REQUEST.
PEMOVE 5LUDGr
v. 'n DESI� 48LUMO"
AS NEEDED
[nsid top enyth 130.0 feet
Inside p th
f
e at va on 52.5
feet
Freenoard .0 felt ; Side slopes
.0 1 nside
non)
[otal dest . !eve at
elevation 51
5 fe
3o/ lagoor elevation '1.5
feet
Serson tab! elevation
48.7 f
Total des. 'n volume .ing prismoidal
formul
SE/END! 3S/END2 SS/FI S9/AIDE2
LENGTH WIDTH
174.0 129
0 1C.0C
`v
LENGTH ` «I =
129.0 22446
(AREA OF TOP
AREA OF BOTTOM
1024301 It WID711 =
114.0 69.0 7866
AREA OF BOTTOM)
AQEA OF MID9EC7DO�
LFNGTH * WIDTH � 4
144 S 79.0 57024
(AREA OF MIDEEC1ION
* u'
CJ. OT. = 7AREA TO? + 4*OHEA M1.3ECTIO'| AREA ROTT)N
* DEPTH0-�
22446.() 57024.0
7866.'`
.�
VOLA\h IF LAGOON 117 ]-AL DEQ! L
04 1 EVEL =
45550 CU. 7K

� �EMP�-RAFY ST]RAGE REQUIRED
nRAI/'.G� ARFA�
Lagoon (top o+ dike)
Length * Widtn =
180.0 135.0 24300 0 souare feet
Buildings (roof an` `ot
Length * Widt
V,0 0.0 0.0 square f` !
TOTAL DA 24300.0 square fee+
Des g yemow'`ny .Wrags '. r' c' ' be 180 day
``'in /.. n of frn� watez f h ng f o
01 f'` or a f ush ` Flush systems that recircu a
the lagoon water a a And fo i 51A
Volume = gal s/day * 190 days .4 g
`
Vo ume = ' cub feet

Voiume =
7.0 nches
1�
che� pe foot * DA
�'olume 14175.
�ubic feet
TO�AL �E]LI�ED
TE�PORAFY S
ORA6[
5A.
2�326
cu�ic
�eet
5B.
/�
14175
cubic
cubic
feet
5D.
14175
cubic
feet
TOTAL
50676
cubir
f/.t
To `.ui 'ume z41S76 c�bic fee -
Total ��es�gn volume av, `. 145560 c fee'
. req. treatmen- vo ume plus slud�e accumula 9�200 bi f
vo]ume less ''�` r storm is 13�365 cu'
At ev. 50.8 feet ; »olume is 130289 ' �` feet star punc g
Seasonal gh water table elevatior
DE5I�NET, BY ' APPROVED BY:
PAIlt%,
NOTE: SEE A�T�CH[D WASTE UTILIZATI P'A�
�
COMMENTS _ __ .... ....... ... ......... ______
. - - _- -_- - - - __' ___

OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added to the
system.
The designed 6 months temporary storage is an estimated volume
based on : 1) waste from animals; 2) excess rainfall after
evaporation; and 3) the largest 24 hour (one day) rainfall that
occurs on the average of once every 25 years. The volume of
waste generated from a given number of animals will be fairly
constant throughout the year and from year to year. This
estimate is based on 7 inches of excess rainfall which is
equal to or exceeds the highest 6 months excessin a year.
The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will
need to be pumped each year. The 25 year rainfall will not be a
factor to consider in an annual pumping cycle, but this storage
volume must always be available.. A maximum elevation is
determined in each design to begin pumping and this is usually
the outlet invert of pipe(s) from building(s). If the outlet
pipe is not installed on the elevation to begin pumping, a
permanent marker must be installed on this elevation to
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimum treatment depth
(6 feet). Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weather, soils, crop, and equipment 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 runoff from the field
or damage to crops.
The following items are to be carried out:
1. It is strongly recommended tha 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 pre -
charging is completed, flush buildings with recycled lagoon
liquid. Fresh water should not be used for flushing after
initial filling.
2. The attached waste utilization plan shall be followed.
This plan recommends sampling and testing of waste (see
Attachment B) before land application.

3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 50.80 as marked by permanent markers. Stop pump -out
when the fluid level reaches elevation 48.80 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria). The design temporary storage, less 25 year
storm is 36501 cubic feet or 273026 gallons. As stated
before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is one
(1) inch and the recommended maximum application rate is 0.4
inches per hour.
5. Keep vegetation on embankment and areas adjacent to the lagoon
mowed annually. Vegetation should be fertilized as needed to
maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to
stable outlets.
8. Keep a minimum of 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 feet of a residence or within 100 feet of a well.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
NOTES:

.U. S.-Department of Agriculture
Soil,Conservation Service
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
NC-ENG-34
September 1980
Landowner_-7-0mm� 'T NTACounty
Community or Group No.___Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation /d - z - 3
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. E ev.:Est. evation- T
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use ; Improvements : Above :Floodwater Above
: Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft.
1
- :lo(_Woo tsl--
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach At suDt Es-N -FNi WrLL aF S1211CM &S— _
W ILL- NOT EN , p[VGEn Lti FE a2 2D8n,AGE `Pij${ lG `MA nJT POILT4MQt\) -
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)__, L!
Dam Classification (I, II, III, IV, V)
Concurred By
name
title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date // — 3 — 9 3
Date

OEECING RECOMMENCA7IONS
AREA TJ BE 5EEDEJ: 1.E ACRE��
USF THE SEED MIXTURE INDICATED:
90 B3. FEAC'JE GRASS @ 60 L83./ACRL
(BEST SUITED qN CLAYEY OF WET SC L CDIDITI'lNE/
SEEDING DATES: SEPTEMBER 15 TJNOVEMBER 30
() L8S. 'PE�JSACOLA' 9AHIA SRASS @ 60 L98./AC9E
(SEE FOOTNOTE NO. 1)
=DING DATES: MARCH 15 TO JUNE 30
. LBS --.;MUDA GRASS @ 9 =BS./AC.
(SUITE] FOR MOST SOIL 1CNDITIONS)
SEEDING DATES: APRIL 1 TO JULY 3-
0-10 FERTILIZER (1000
. TONS OF DOLOMITIC i` 2 TONS/ACRE)
150 BALES OF SMALA SR4IN STRAW (100 BAKES/ACRE)
ALL SURFACE DRAINS SHOULI) BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL D11TURBED AREA I1-1MED7ATELY AFTER EARTH MOVING IS COMFLETEQ.
APPLY LIME AND F[RTILlZEP THEN DISK TO PREPARE A 3 TO 4 YNCH
SMOOTH SEEDDED. APPLY SEED AND F7PM SEEDBED WITH A CUL",IF4CK�P
Op SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WI A Mi -CH
ANCHOR!"- TOOL OR NETTING.
�. PENSAC3LA PAHIAGRASS IS SLQWER TO EST'�BLI ' TH�M CO�MON
8FRMUDA GRASS. WHEN USING BAHIA, 1T IS RECOMMENDED THAT 8
LBS./ACRE BERMUDA BE INCLUDED TO PROVIDE COVER
UNT!. BA| AGR4S8 IS ESTABLISHED.

U. S. OVARTMOT CM AMICLIL,,,Im rc-for-40
•Soil Conservation 34"i ct _ A ay. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: Date: 1 a I -.9/93
county: 3A m e s o n
Address:
8104 storE .. 3 To t
w
SZ.S AYE. To/ a jY. / f,
ti
-----111 D SECTION
1
A.E. SOTTOY 0.EY.
1
(Im bw* for volu.r cata dsdi )
Use of facility: WAs-rF_ TErx-rnnEnT '--AG©on
Capacity: /as I.2.o5 lams ZZ*,' �o FU
Soil Tye. •C12A ----
B"ch Mrk Descr On n,n�� IY1 _llGi�r Po�>r LdGA7ED 30s.�as
Bottom
Normal Liquid Level
Storage for normal Precip.
Maxim= Liquid Level
25 yr. Storm Storage
crest BSS
Max.Flor Depth
Top of Dam
E1w.
Y_/.S
ai.I/Y.
5D. S
Ela�v.
5a• 8
+j
.7
Ft.
Elev.
N
Ft.
(+)
/. o
Ft.
sz •s
JW THE -D s►6tj --Is L.ARGEQ T4An IS nF_Q'0e'L �2ECAUSC CIF" THE rle-€D
FOR MBOLc MA-re1PjAc_ Fo12 TW-s_ PAb Ann �r►ti Aukn�Eni

Saler,bur5 quad
..1 .1 % � f �A31. •,
f
- C*"
• 1� i�\ry-i + .` - - \ - ,��. '-� a• �,-'y^`C,261-`�' Its . 77� � v�y ���
` Wifflams Ge1Yr • ��d 3
�-n • Cerra C._ _ _ Can +/
o f 1441
i 143 f =
• /r �� 1it
1i ,� ` , ` • l
Z.
} 1 II ?
` 1 j• 17
II' �
Cem-
12
v I
149 111
• Aj fn y
It
145
% U
• 1432 - - - BR 140
11•
50
f
,o
•1428 147
J n ¢;
C2M_ o 146
143 \`

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
CLEARING:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be
removed within the area of the foundation of the embankment and
fill areas and all excavated areas. All stumps and roots exceeding
one (1) inch in diameter shall be removed to a minimum depth of
one (1) foot. Satisfactory disposition will be made of all
debris. The foundation area shall be loosened thoroughly before
placement of embankment material. Lagoon site (and pad site if
needed) to be stripped of topsoil (311) and stockpiled for use on dike
and pad slopes (2-311). The topsoiling quantity is in excess of
amounts specified on page one (1).
Cut-off Trench:
--------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
------------
Construction of excavated and earthfill areas shall be performed
to the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 6" lifts and not placed in standing water. Compaction
shall be performed by the construction equipment or sheeps-foot roller
during placement. The embankment of the lagoon shall be installed
using the more impervious materials. Construction of fill
heights shall include ten (10) percent for settlement. To
protect against seepage, when areas of unsuitable material are
encountered, the yy will need to be excavated a minimum of one (1) foot
below grade and backfilled and compacted with a SCS approved
material (i.e.-CL,SC,CH). Refer to the soil investigation
information in the plans for special considerations. Precautions
should be taken during.construction to prevent excessive erosion
and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible
after construction according to seeding specifications sheet.

0H-Ver-�.�4
, U9 />e,a me't of Agr lul t,re
` Soil Orrse-vation Service
CROSS-SECTION DATA
QUANTlTY CALC�LAT[��S
prepared fzr
OWN
SAMPSON ZmoNorth Caro ina
Designer : GLENN CLIFTON Checter
Date 10/29/93 Date ___
^ob Nu�ber 30�
LAGOO� EXCAVA I�N
3ECTI NUMBER
terline S', on 1+00
ORIGINAL DATA'
0.0 49 9 100 0 / 49.0 200.0 / 50.6 300.0 / 50.3
�EC ION NU�BER 3
Centerline Station 1+S0
OR G NAL DATA:
n 0 1 50.1 10D 0 / 49.9 200.0 1 50 3 300.6 / AVE],

3 Depa/tment of Agricul'w.'e
Soil Tonservat"on 8er'ice
PLONNED
QUAK' I71 CALCULATIONS
prepareo for
� f-KIM^Y" -1-SIMPUM
3AMFSON
Count /, North Carol
a
Dssigne-
GLENN
CLIFTO/�
Check
Chec!�er
�a�e
We
10/29/93
we-
��te
b
Number 306
LAGOON EXCAVATION
| ** EXCAV�[ION
** |
Bat Left Right
D+f'
. Cf.- Dist
. / Area Vcl
----
'
� F
LL A.'
'1idt' SS
3S (ft)
ume
'
A rea
Volume
.
St a ( t | (SqFt) (Cu.Yds)
(SqFt)
(Cu.Yds>
'
124 3:.
3:1 60.0
49+.5 ' 136l , 0
0.0
�-�
'' 3`1
3 1 60 0 |
51
1+00 ' 1295 3
' ^
24G4 1 '
^
O.�
»^C
124 :1
.
'
1 60.`
�0 '
1+90 '
6778.3 |
0 .
^
12812
`
0.0

Dove-1'4-1
US Departmoot of ,gr! }t're
Soil 1 serva 1rn Se,vzce
CROSS-SECTION DAT��
QUANTITY CALCULATIONS
prepareo for
-F -7-`a, 0417) 02;1L_12�-
SAMPSDN County,
North Ca-olina
Designer'
GLEvN
CLIFTON
DateDate
Wb Number
307
... ......... __.............. .......... ......... ...... ..........
*=2* *
PAD
IL-
0.0('000 ft/f
.00250 tt/ft
0.00250 fi/ft
.00000 ft/ft
0.00000 ft.' t
50.1 300. / 50,0
sECTTON NUMBER 2
Centerline Station 1+60
ORIGINAL DATA:
0.0 / 50.7 !00 0 50. 200 0 / 49.' 300.0 / 4T.9
ON twUMBER 3
Centerlire 816ticxn 3+00
ORIGINAL DATA:
0.0 / 50.5 100.() / 50.3 y0c.0 / 49.7 300.0 / 4'.9
=7I3M NUMBER 4
Centerline Station 3+70
ORIGfNAL DATA:
0.0 / 50,2 1(0.0 / 50.3 200 0 / 4 .7 300 0

. .
/�� FI�' (concinue�) 1O/29/v3
99CTION NUMBER 5
Centerline Station 4�0»
O�IG'NAL �ATA�
49,7 300. 49,r
SECTION N�MBER 6
Centerline Station 4+25
ORIGINAL OAT4:
0.0 50.,: IWW 50.1 200 0 / 49.6 3C() / 49.8
���E�

UV-Ver-1.w
. US De', rzment cf Ag'iu/lLure
Soil Conservation Service
A'�NEU
QJAK�I Y �ALCULATIONS
rrepared fo-
OMM
EAMPSON Louity
Nor
Caro
ina
Designer
: GLENN
CLIFTON
Date
: 10/29/93
Daze
_.................
Job
Number 707
......
.... ______
PA[
F LL
V
EXCAVWION
`*
**
ILL �
'r
Laft
P�ght
Off-CL |
CL
Dist
Area
VT ume
Area
V me
'id h
SS
SS
(it)
.
Sta
(ft)
(SqFt)
Cu «os | (SqF�
.
(CuMs/
4'1
4 1
40 0
2+25'
0.0
'
'
468.
170
4'1
40
40.
2+60
35
|
0 0
0.0
497.-
626 3
':
�0
0.
1391 !
170
4:
40 0 1
3+00
0,0
545.`
2866 3
170
4:
. :1
' 0 1
3+70
|
0.0
'
30
'
0 0 .
3520.0
1-'
4
�:1
40.0
4+00
0'0
589.6
25
/
O.0
4081.3
170
4:1
4`1
50.0
4+25
0.0
622.7

d.S DEPARTME.N"- OF
eGRICULTURE
N<�-Ef|G-,
.Soil Conser`ati'`r
bervzce
Rev. 6,P2
' EwRwWORK
COMPUTATION
SHEET
NAME TOMM`.' TYMDAL�
SETT�ED 70P D7 ELEVATIOy
52.�
7YPE rHWORK:
D *e
_3U_ Sb _
12'_Too:
___�:cav:
D1'M M|
DIW ANC7
`1
c1 ' � � ' �
[ �r'
toe
� )
o 50.4
2 A
T'.�7
86 53.7
1 i
nA 'T
69.75
86.00
5?98
202 50.i
l 6
1 W
58 20
116.o0
6751
278 50.6
1 9
ST./7
60.51
76,00
4599
394 `' 2
2.3
45' :�
77.10
1w0n
EW4
510 49 9
2.0
, .AL
94.95
116.00
A1C14
506 s0 0
2.5
2.0''
100.23
00
NA7n
�I
712 u9.9
6
31 48
100 23
116
00
1627
788 M4
2 1
-.43
89. '-
76.0(
/830

SCS-CPA-015
U. S. DEPARTMENT OF AGRICULTURE
12 _ 85
SOIL CONSERVATION SERVICE
SOIL MAP
Owner 41!020 7-60mas �ornrny '71
Oerator
County rYt DCOI]
State N�7
_
Soil survey sheet (s) or code nos.
Aproximate scale
'
500000
N
Prepared by U. S.. Department of Agriculture,
Soil Conservation Service cooperating
FEET
with
Conservation District
OB ----
Wo [,y6 Go
Was GOA
t;i, ,
NoA 6 lq
. NoA GoA GOA
GoA
;.
Au
I
-
Go
-
NoA
" a
i
GoA
7P�
r
1Qiu.' NoB
Ay
BOB WaB r.
,483
WaB
{5y. IAF.0
0
NOB' GOA :GnA
y
�4
u N B
pA
No0. NoA
GOA
�
`i
i
MaC
W313
7r
GoA
W
w
m Li Waf3
c .• �
_�
GoA f5
ZIP "} GoA
EIrA Nag-
i J'1
A Y8 Nob , r `i
P ,Z
z �'� � ii
�J
'
H Nog
E><A• ExA
GOA �p
_ TTl AyB
WBB
T
�.
N _
NoA
a
BF
EkA
Au
AYH E%A
AkAS =�
GoA
AY9
u
was �s
■
Re NOA
ALB
. GoA
4a
NOB a
i
u Au
NoA
r
fxA 4 7
-
NOA
GoA
NoA
,,gy�pp
Ln
}III _ IAYB
AyB
HoA
M
YA
GoA
„ a

SCS-ING-!M
Rev. $40
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME DISTRICT
DATE f _ 9 3 COUNTY 42 r"
S. C. S. PHOTO SHEET NO. WORK UNIT
WATERSHED AREA NZAM M M , 1
CROPLAND ACRES PASTURE ACRES L-r%c,,ba o V bculAat
WOODLAND ACRES TOTAL ACRES POPI7CIjR38 WORK UNIT CONSERVATIO:vIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. acala I',- feet)
Locate ra/emote POW +n cmW lhm o/ darn and fdeaft on s4ehA.
SHOW BORING NUMBER AND PROFILE
DEP1'Fi Ma*# and fist dan-site and sa"10M borfnas Nret • thin banded or" and berme Aft berhW - "mMW r1A sarajaW rad NM. IConffnred on bast wham necaucrW Show weft► fable ak wftons on dews/is bo►6ys.
�wm; �Mlwmmfiw►o
■1■il
® III■M=
0101I
MINN
WWI
■■■■■
MM■■■NNNOWEEil
7

ran�%ntiy 71yn0A+.�
AVERAGE GROUND
lb TYPICAL CROSS-SECTION OF
LAGOON CONSTRUCTION WITH
PARTIAL --CLAY LINER
1
FILL 1
1
VARIABLE 1
SANDY MATERIAL I
NO CLAY J —
1 FOOT THICK
CLAY LINER
SANDY CLAY -CLAY
1 FOOT THICK CLAY LINER
r J (MINIMUM)
EXCAVATE THIS AREA AND----.
-~BACKFILL WITH 'CLAY
EXCAVATE
ADDITIONAL'EXCAVATION DUE TO LINER:
AVERAGE DEPTH TO CLAY II X I FOOT THICK X DISTANCE ==
FILL
_--AVERAGE GROUND
! VARIABLE SANDY MATERIAL
NO CLAY
1 FOOT THICK
CLAY LINER
SANDY CLAY -CLAY
-74c, CUBIC FEET = Z -7 CUBIC YARDS
27 CUBIC FEET/CUBIC YARDS

Tangy Fr I Tyr) {DAL 4
SAMPSon Co.
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Confinment Building Top Width fz-
EnD PAS FEGrn PAD
QFv. 53.3 EIEV, S3.0
Pit
Settled Top Elevation S 2.5
OUTLET PIPE ELEV. 5!�-g
: SS__ SS 3 :
TREATMENT
l LAGOON
i Depth
it Pipe (Needs to be adequately
supported)
Bottom Elevation il•S
SS
4

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
CLEARING:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be
removed within the area of the foundation of the embankment and
fill areas and all excavated areas. All stumps and roots exceeding
one (1) inch in diameter shall be removed to a minimum depth of
one (1) foot. Satisfactory disposition will be made of all
debris. The foundation area shall be loosened thoroughly before
placement of embankment material. Lagoon site (and pad site if
needed) to be stripped of topsoil (311) and stockpiled for use on dike
and pad slopes (2-311). The topsoiling quantity is in excess of
amounts specified on page one (1).
Cut-off Trench:
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
Construction of excavated and earthfill areas shall be performed
to the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 6" lifts and not placed in standing water. Compaction
shall be performed by the construction equipment or sheeps-foot roller
during placement. The embankment of the lagoon shall be installed
using the more impervious materials. Construction of fill
heights shall include ten (10) percent for settlement. To
protect against seepage, when areas of unsuitable material are
encountered, they will need to be excavated a minimum of one (1) foot
below grade and backfilled and compacted with a SCS approved
material (i.e.-CL,SC,CH). Refer to the soil investigation
information in the plans for special considerations. Precautions
should be taken during construction to prevent excessive erosion
and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible
after construction according to seeding specifications sheet.

Owner
County-1 1 Date 111419-4
Approximate -scan
KL
- Cooperating 11 1 1 1 • • • 1 '�..'
• identification Photo number
Assisted by 1' Soil • •1 ;1 N'
' z a x r
n
pal
99
�. .• -
1
f f.
,
�
I ✓ .. '4 i�.r''''4>yt�i
J t;
.. t w.' N .
. ¢
�x gS �, . s P .+•IC � F
ny �lf�„ °2' '- .� • 1 � f r J �� g yy' � 1F�.p. k �1

l of 3
North Carolina ARricutturat Exttnsiori Service
A *-Wa
ste Management
Biologid and Apku"md Engburring North C=h?W State
LTVESTDCK WAS= SANPLIM, ANALYSIS AND CALCULATION
OF LARD AMLICATION BATZ►,
.lanes C. Barker*
1. SAME C01JXCT=
A. Sew -Solid Lot >xr a
i. Scraped directly from lot into spreader
A. ftsa lamded spreader, collect abort 2 lbs of amwre froo
drat locatives us3* �stajjU oollost m.
ii. P"M sosrMe
.. Collect about 2 lbs of mamwe f m under The swartaee oayst
c avoidUg beddLag aaterials amd nsislS s tallia aollectrss.
3. Liquid &=we Sinn
i. Dtmder- slotted- floor pit
a. Extwd a 1/21 am-- tallic co-aduit span on both ends into
nanure to pit floor.
b- Seal gWer and of conduit (a.S., by placiaS a tab ovtr and
of Conduit) trapping ire that has entered lower and. mauve
and empty slurry into plastic buwwt as m:rtallic aontaisrr.
c. Take xvbs=iplss from 5 or more loeatioos or at least 1 quart.
d. RU and add about 3/4 pint to noometailic amiple costalow.
Ae' ii. Exterior own basin or tank
a. maim sow mamere has beae UOU a =& with a lived aim
ohvppsr-aiitw or pa! or pr+r/silar astaa"r.
b. Tam s "Nolr != do" S' , Sm a1 !ow
or im ass -8" � it a time" bmdm.
M1 wand
Wit. r sedwi mot. we 9

of
II. Ali P'IEtAIATIOR AM Tunw j
(. A. PLaa se■pla into an a>RpafmiAble container that can be sealed. Riess
residues frog container with clean rater but do not use disinfactants,
soaps, or treat in any other way.
B. Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
C. Hand-dalivery is most reliable way of sample transfer.
D. If mailed, protect sample container with packing materiel such as
newspaper, box or package with wrapping paper, and tape.
E. Commercial stale containers and mailers are Also available. Contacts:
i. AhL Ustsrn Agricultural Lb, Inc. iii. P017f0 am Packers Corp.
7621 thitopine Road " 2320 S. Fn_:tar_ A.,..t.,.
Ricbvond, VA 23237 - Mmoling, ILv 60090�
Ph. [phone] Ph: [phone]
ii . ?Lobar le iomtif is Co. iv. NASCO
3315 Vint= isrd 901 JmesvSile ■vs:are
laloigh, BC 17604 Tort rtkintas, n 33538
f: (919)876-2i31 Ph: (414)563-2 1
!. PrLvau +mriyeiaal labs. are available, but saWle aNdysms ore @",Cly.
G. Us RM PC0- iss this service for North Carolina residents.
i. Address: anb Quell= Dspoemmae of Ag rtarlexro
APUMM" tiivisisa
llsat/fsrsre/"io>.�atisa Adw1oeu7 Section
slue Ridge load center
P.O. lox 27647
Raleigh, SC 27611
Ph: (919)73.3-2655
Attn : Dr. ,gay Campbell
ii. Forward $4 along with the samrple.
iii. Include the following identification inforZation with sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usap (swine -nursery, finishing; turleoy-brooders,
brooderhouse, =rover, user flocks *torn on litter; etc.)
c. past@ typo (dairy -lot 0,414psd ■oeu:ro, llqmid sluM; ■>uf m-'it
slurry, lagore Uqui,d. slmlgo; trnilar-bye liner, osM*%pilo
iv. Routine IMMlyses performed on all 0091 e: M. !. t,. Oa. VS,
v. Addili■aaI anal?sae Prformod rpm WegW at: U. ii. ad. 91. A
L

rT,
CR VO 0,
IT
,A �f-"

• fir- �
-..a
2•a a.�
.. --3 !�-moo a nn
I
I
I
i
IL
I
G^z