820260_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3; 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0260 Certificate Of Coverage Number: AWS820260
2. Facility Name: B&K Nursery 1 & 2
3. Landowner's Name (same as on the Waste Management Plan): Ronnie Smith
4. Landowner's Mailing Address: 999 Mosele Ave
City: Clinton State: NC Zip: 28328
Telephone Number: 910-592-8275 Ext. E-mail:
5. Facility's Physical Address: 4771 Herring Rd
City: Rose Hill State: NC Zip: 28458
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): Arun „l..-B, m LLC M;1 i �II `tl
10. Operator Name (OIC): Ronnie D. Smith Phone No.: 910-385-8274 OIC #: 19351
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type Allowable Count
Swine - Wean to Feeder 5,200
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultri
Gilts Other Non Laying Pullet
Other Layers

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Ronnie Smith
B&K Nursery 1 & 2
999 Moseley Ave
Clinton, NC 28328
NORTH CAROLINA
Environmental Quality
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
PR 0 5 2019
Vistas eirtday
FtegioltialOF2tations 313Cii0D
February 27, 2019
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://deg.nc.s;ov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coveraee under the State Non -Discharge General Permits. you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed. signed and returned by April 3. 2019.
Please note that you must include one (1) cons of the Certified Animal Waste Management Plan 1CAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on nacre 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.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Favetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820260
Murphy -Brown LLC
--Z North Cara as Dep:rtnnentof=nvru^n;enta �Yua ty l D visor. of i'4'ater F=eaur as
�Y �' S12 N. Sa scan• St. 1 2€ M Servc Center Fa e � , North Cats rta 27€ -1€3&
81a 7C7 :a^

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
j_i c41
aAl
/3/ iOv
ZL[ Dpo
19.00
2
l- l 14t
C-I
I i 3 S?/
23* Li
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. T�re most recent Waste Utilization Plan (WUP), sinned bti the owner - . ified technical specialist, containing:
/a. The method by which waste is applied to the disposal fields (e.g 'rrigation injection, etc.)
A map of every field used for land application (for example: irrigation map)
The soil series present on every land application field
The crops grown on every land application field
'"6. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
The maximum PAN to be applied to every land application field
The waste application windows for every crop utilized in the WUP
The required NRCS Standard specifications
site map/schematic
xx Emergency Action Plan
/4. Insect Control Checklist with chosen best management practices noted
X Odor Control Checklist with chosen best management practices noted
Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, 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.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):or�`a
Name: ^i ,] .� Title: V WvIL'.L"
Signature:
Date: 3 _ 2 ( y
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
El El
as
o
O O
❑ O
EJ El
El El
Version —November 26, 2018
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
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.
Sign ture of Farm Owner/Ma anger
c0
Signature of Te.4, nical Specialist
---)
Date
Date

ROY COOPER
Covemor
MICHAEL S. REGAN+!
secretrary.
L.INDA CULPEPPER
Di or
NORTH CAROLINA
Environmental Quality
Ronnie Smith
B&K Nursery 1 & 2
999 Moseley Ave
Clinton, NC 28328
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
(to tin eiZE�dRelS
February 27, 2019
an
A ril 3 2019.
CAWMP with the
Failure to request renewalsee 2 of the renewal
Operation ofof Your coverage under a
your
ehoot coverage general permit within the
result in tin of urs of civil penalties of up to under a valid general atime Pee a specified may
P $25,000 per day. permit would constitute a violation of result in a civil penalty.
NCGS 143-215.1 and could
If have any questions the State
free youto contacttheFee about Non -Discharge General ne , ye ?g` Aerations Branch staff at 919-707_9100e its, the enclosed application, or any related matter please feel
Your facility is current]
which expire on Y approved for operation under one
p September 30, 2019, of the Animal Waste Operation State Non -Discharge
at which
e ,ov/ab ember sI Copies of the new
water-resopies w animal waste operation State Non -Discharge ocalling:
g General Permits,
Ater uali>S,_re rlOnal_o,7e fatiuns/afo or General Permitsby are available
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: (919) 707-9I00
In order to
assure vour continued cover
Inr tor. • e to e under the State Non-Dischar e
the Division. Enclosed • General permits
Eennin • State Non-Disch
D _ Covered b
u will fmd a "R- • uest for ou must ubmit a General Permit." Certificate mat an • • .lication for
note that ou must include The '' •lication fo of Cover. �e Facilir Current com leted s one 1 co, form must be com.leted siened and re
and s' ned a lic include
form. of the Certified Animal turned b
lication form A list of items Waste Mana ement Plan
included i
F'
the CAWiVIp can be found on
Enclosures
cc (w/o enclosures):
Sincerely,
Ton Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Fa etteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820260
Mur h� -Brown LLC
5/2 North Caro ina Department ofEnvwort men ta•Qua t_' 1 fl isorto;Wate
19 N. Sa `5Y71t {,S' St. I M �2r4'C� �Jkir r
N. r . kp ride Sur s
I Fa egfc, Nort.�Care'ha 2N£3s-yE3fi

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0260
2. Facility Name: B&K Nursery 1 & 2
Certificate Of Coverage Number:
3. Landowner's Name (same as on the Waste Management Plan): Ronnie Smith
4. Landowner's Mailing Address: 999 Moseley Ave
City: Clinton State: NC
Telephone Number: 910-592-8275 Ext. E-mail:
5. Facility's Physical Address: 4771 Herring Rd
City: Rose Hill
6. County where Facility is loOated: Sampson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Ronnie D. Smith
11, Lessee's Name (if there is not a Lessee, write "None"): M o`v,t�
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
AWS820260
Zip: 28328
State: NC Zip: 28458
Mmpkr,Brn -J ,E M; L.i Kell
Phone No.: 910-385-8274 OIC #: 19351
Operations Type Allowable Count
Swine - Wean to Feeder 5,200
Swine - Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
1—%I-y
CIS Al
131 101,
Lq{+ bp
19.00
2
!— iA -,?'.1C�
,32 3 57/
0-3 Ytoe
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. i ze most recent Waste Utilization Plan (WUP), sinned b% the owner ified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g igatio)injection, etc.)
A map of every field used for land application (for example: irrigation map)
.
The soil series present on every land application field
The crops grown on every land application field
The Realistic Yield Expectation (RYE) for every crop shown in the WUP
7 The maximum PAN to be applied to every land application field
The waste application windows for every crop utilized in the WUP
The required NRCS Standard specifications
site map/schematic
{! Emergency Action Pia?
Insect Control Checklist with chosen best management practices noted
� Odor Control Checklist with chosen best management practices noted
Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
,.,Mortality Control
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
our facility.
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.)'
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
t Name: _ _
Signature: _ _
Name:
Signature:
Name:
Signature:
Title:
Date: -.
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
fl El Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
El El
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
I I El Complete incineration according to 02 NCAC 52C _0102_
El El 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.
El El In4the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Q El Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
❑ Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS.Veterinary Division sup-
ports a variety of emergency mortality disposal options,; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Sigr Lure of Farm Owner/Manager Date
Signature of Tedhnical Specialist Date

ia--
f 1IAIOT'IDr:1 CADP. i^ hir,
rvr-,I 11 L1 1 IVI 1 .tai 71V1V, 11M\_'.
P.C. Box 507
Rose Hill, NC 28458
Phone: [phone]
r _s B oris y
ate:
,or iri Lenfestay
01 1 8,r^,4
Farm 1 I I l.i''°r Lto 1 onni� mitt i =+ii;' * L
County: Val i pso11
Distance to fl =srest residence (other than owner) •
DATA:
(f rro YY to finish) =
Tows farrow to d r f =
Head (finitihino, ofnivv)
u : 1T •ai r o 1Z F :P! ARj 1 —
1 Dad (1YY4an to food Ar)=
0
} on
ry
1 Water
_1 i
Sea aorii_�. Hi ,n d2atesrr� ys'o` E1?v till i j=
SJLoI age Volumes for Slu C, Accumulation
Treatment Volume (Min. = 1 CF./Lb) =
Inside Top Length of Dike =
Inside Top Width of Dike =
Top of Dike Elevation =
Bottom of Lagoon Elevation =
Freeboard Depth of Dike =
Side Slopes on Dike =
25 Year — 24 Hour Rainfall =
Rainfall in Excess of Evaporation =
Minimum Permanent Storage Depth _
CALCULATED DATA:
Minimum Treatment Volume — Livestock =
Vol. of Waste Produced = 19,094 CF
Vol. of Wash Water = 0 CF
Rainfall —Excess Evapor. = 13,650 CF
Rainfall / 25 Yr Storm = 13,650 CF
Minimum Temporary Storage Volume =
Total Minimum Required Treatment Volume =
Total Design Volume Available =
Total Temporary Volume Available =
Total Volume at Start Pumping Elevation =
Design Volume less 25 Yr — 24 Hr Rainfall =
Minimum Volume for Permanent Storage =
Permanent storage volume is
40.0
1.0
1 80.00
130.00
. OCin _i 1 .n= .
Faa
kriti
y } 3
rjLI
Feet
! eet
46.70 Feet
36.613 Feet.
1.00 Feet
3.0 : 1
7.00 Inches
7.00 Inches
625 Feet
70,000 Cubic Feet
46,3_94
124,394
131,352
52,823
112,649
117,702
78,530
greater than
Cubic Feet
Cubic Feet
Cubic Feet
Cubic Feet
CF
Cubic Feet
44_S0 Feet
CF (EL, 42.95 Feet
Mimirnum treatment volume
required for livestock

r'1 I:;err=17 Ffl rf:,DA40 l,: r:
�.sftil1111 L11 !VI 1 !U-1 IIY1ti.T. 11V01-e.
Farm Op r ttor :
Gate:
Ronnie ie Smith, Site #2
011 81
4
.1. :STEADY L= i .TF Li'`,'F v Ei G T
SOWS (farrow to finish)
SOWS le ow
to I = r)
head (finishing , i;' )
fiarr:.•,.'J :.'e+' ,aani
heat' (wean if Ita;,_der-
1 TOTAL 1.L STEADY E.
t
J
1417
-;Jii 1 i�t
0
r; ryn 1 l ;
",]".2 L`.J a .
to • iter•
tiv LIJr'-
Ric tmr-le-,-
o ?! SS .1 s--+-si [ "T:-". T-1'-:"^ITT sr-r �jfl1 !M r`?a=
n..INI .�I"!'�r R1=1 11 .i-••-1I' - :1..`!-1 �'=-1s1-=arr _.!
iv! il lit 111.a111 Vtji_411 ie —
L..„ F T.'=C.17 S1=:i: V:.:11 ir i'_ ivi LSJ. C? 2L )
Minimum
!iitm volume- = 78,000 Cubic F,s„t
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Minimum volume =
4. TOTAL DESIGN VOLUME
CuF• (. r., o Own- - r'
0.0 U. 1 � ♦ •r7 f�. r V r4i
Inside Top Length of Dike = 180.00 Feet
Inside Top Width of Dike = 130.00 Feet
Top of Dike Elevation = 4 70 Feet
Bottom of Lagoon Elevation = r' i.60 Feet
Freeboard Depth of Dike = 1.00 Feet
Side Slopes on Dike = 3.0 .1
Total Design Lagoon Liquid Level Elevation = 45.70 Feet
Total Design Liquid Level Depth = 9.10 Feet
Determine total design volume using prismoidal formula:
SS / End1 =
SS/End2 =
3.0 Feet
3.0 Feet
Inside Dike Length Design Liquid Level =
Inside Dike Width @ Design Liquid Level =
SS / Side1 =
SS / Side 2 =
174.00 Feet
124.00 Feet
3.0 Feet
3.0 Feet

,si
'JU(SI 1 i !-1 1 IY1 FARMS, .i 1!V J. 1Nc.
Farm Operator: Roi inie isi 1 i u ii `
n ta: 01 /18/94
VOLUME ( , C! i .1 f IONS ( orrtinu' fl):
Arch of Top =
Area of Tip
Area of Top =
Area of Bottom 7 =
B ;tizrn
Ara -_i I Boi! 1n!r_1 i
r}iv !tees+'�~1v' lam!
:1raa of i! L+ iJ! :Y:!ii��
Area Mirisfaction =
Total design voIut ! IC =
1 otal design volume =
Total design volume =
r`d t,ti VG.n ! (t pi a iti_id di:� th(t p)
1 T.4.
1 , �00
i . dike
1 -.-;tf .€ , :f fl ) $: . _'. ii ;i '• (bo. Z
inside C:I{= :�7l7 ie !{!�_L-_1;:) ;i:ii'��c 1s :�= 'v�{i4_d3i �r?:`-
1 1 Q 40 A' F_ O i is
8,286 Sal
I'1 *
145.7n 96_70
14.1 rS Sc uaro -_at
[Ara'f Ton ± Ara -a of Midsiaction
85,606 A 1.5
131,352 Cubic F.44.
4A. TOTAL DESIGN VOLUME AT START PUMPING ELEVATION OF
Area of Top =
Area of Bottom =
Area of Midsection =
Volume @Start Pump =
Volume @Start Pump =
Volume @Start Pump =
19,996 Square Feet
8,286 Square Feet
13,536 Square Feet
ir•nito ii1
44,80 r
'
OW(
i
[Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Gepthtr
,426 * 1.37
112,649 Cubic Feet
4B. TOTAL DESIGN VOLUME AT END PUMPING ELEVATION OF
Area of Top =
Area of Bottom =
Area of Midsection =
Volume @ End Pump =
Volume @ End Pump =
Volume End Pump =
42.95 Feet
16,931 Square Feet
8,286 Square Feet
12,246 Square Feet
[Area of Top + (4 *Area of Midsection) + Area of Bcttorn] * (Depth.: f
74,201 * 1.06
78,530 Cubic Feet

a
1.:1V;'.1 li i_l 7 ;Yi
Faarr ;l Operator: Ronn i+, Smith, QitA #2
Date: 01;'1 u g4
VOLUME CALCULATIONS (continued
4CTOTAL DES i: N OI FME AT PERMANENT _„LR a: irf E_V`i;
N
i. ai i ni P_ m nt St r :> Drtpth _
����f:l:lLif fe! :lf._cP)�ii!`11iJf�iC.; �_ �c�Juf —
IsAsnlq n} T. lair:
Area of —
L rrta of i;il -:: ,-.: do —
f cu of lrutitvc_sl•J�1 —
• Pe manentVoiiun'l=" =
Permanent Volurn =
err=.c �,.� '- -01LInv
{ =! ice; is Fa ' t
vn '; "u F t
r
Squ r e 1 eef
l rea_ _f _} -
4 2Li
-7np-n - T.
i _i�sii 1.rsr=fa. i ci
12 41-
U. 0.7
Grua i Mid` c.:7tion) - i=b:I a of =it ttorm :.
i ,J. CMPOPcRSTORAGE VOLUMECALCULATIONS
r•Y
DDesign DTaii Wig= Area _ — Area of Lagoon (Top of 0 ka i + Ara os B hidings
.s s
Design temporary storage period = 180.0 yL-
Area of Lagoon =
Ara of Lagoon =
Area. of Lagoon =
Area of Buildings (roof &
Area of Buildings =
Area of Buildings =
Design Drainage Area =
Design Drainage Area =
Design Drainage Area =
Length at top of dike *Width i at top of dike
180.00 * 130.Do
23,400 Square Feet
lot water) = Length of Buildings * Width of Daiidings
0.0 * 0.0
0.0 Square Feet
Area of Lagoon (Top of Dike) + Area of Buildings
23,400 + 0
23,E Square Feet
5A. VOLUME OF WASTE PRODUCED
Approximate daily production of manure in CF/LB SSLW 0.00136 CFJLb SSLW
Volume of Waste =
Volume of Waste
Volume of Waste =
Lbs. SSLW * CF of Waste/Lbi[y * 180 Days
78,CCC * 0_00136 * 180
19,094 Cubic Feet

ni I A r.717:. A4 =A DA AC
i VI f.'s(
Fe-rrn Operator:
Date: 01 /1 RICK
Rnnni4-, Smith, St a 4-L2
TEMPO
PARY -;'D 701--"1"-s-1-7 VOLUME CALCU,_,1 ATIONE:
5R_ Volume of Wash Water
This th,----=,mount of frPsh watar usPd for washing floors or vnlurne
of frr:h int- a flush SVStaril. FILF;h GV-Strnr. that rc.,,,nim &an
tha lagoon wat4r are accounted for in 5A.
—
—
Vol. nf Wash Watnr =
e IRO
Vnl. oT WarTh Water = 0 CUbiC Feet
Vniuma of Poinfall in PxnaRr: of Evannratinn
IsA period of Erne when rainfall exceeds evaporai_I-On Py let amount
180 day f3 aXr:cagn rainfall =
Vol. of Excass Rainfall =
Vol. of Excess Rainfall =
of Excess Rainfall =
7.00 Inches
Design Area * Rainfall Amount
7.3.400 * 7.00
13,650 Cubic Feet
5D. Volume of 25 Year — 24 Hour Storm
Vol. .of Storrn Rainfall =
Vol. of Storm Rainfall =
Vol. of Storm Rainfall =
Design Area * Rainfall Amount
23,400
13,650 Cubic Feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. Volume of Waste Produced =
5B_ Volume of Wash Water =
5C. Vol. of Rainfall in Excess of Evapor. =
5D. Vol. of Rainfall 25 Yr — 24 Hr Storm =
TOTAL TEMPORARY VOLUME =
7.00
19,094 Cubic Feet
0 Cubic Feet
13,650 Cubic Feet
13,650 Cubic Feet
46,394 Cubic Feet
t cald;=,

7A ris !1 !i �i+vr4e !Air,
\_ti L?1=u I 11-f I IVI 1 .rk.1 :IY4 �, i f titir_
Farm Operator: Rt-mn iu Smith i. _ iC^ #2
V11 !i iI`44
5. SUMMARY
Minimum TrLateat_ 1iuG_ — L.u iri _= 78,000 Cubic Feet
MinimumTemporary =toraa13 � Oiuit — 46,394 Cubic Fee:_
Total Minimum Required Treatment Volume = i_Y,i=_ Cubic _ _it
Tnta t Djrtqn n_i:Ltni-=.aZt&Ia.1'_ 1 :45`Cubic! t
c
" _ iL • ari`t v`rarii ni ui~IY =-Ya.::Lib:a - _ - _..__ _
1 _
nCri.-i— C.:a Y' P'a=.'n �_ iation
,JIIS __L41L L41 SS10+!�! 'vLi L!`JS!
Try f ''ni3 ry ^t 2-tar" t-J:1 .13 i•'•1-+ L1afat•^.n
_ _�ti :' L""!Li: 11� at L L. �L3! t - �•' -- i.:"r1 Li `_9 i'-5 e. .
i_'ps'ia• iiC,li.i -_- }t'' Yr — 24 i? = £ i ifat' =
'S�+i :
3 1 2 5.49 Cubic Fa_t
117,702 Ciji i `:
{ -ir.t e
il?�fn Ll'it! rl�l :�l:i?� Lilail l!I Cubic:
Teta iir,i :m++ at End i=31�_' _inr, ii,:�•: o{s 'i = .. 0 _ _ _
1 Volume Lii! _.3i__ '!S !L.-r= Sf!=._.�
!3 a.l
i%esian 'tin. ri=g1 n nt torat = '=Vuti�� _
i ;J v1.l ,; 1U iit at Min. Storage %sye ic`-r' live 1 —
of P r' ' n; ' Tn porar Storage =
Vol.ti `ll`.1! ! __!�_iil i�: 3_ 1 _ �lL•-. � Storage
NOTE: E: Bottom of Temporary- Storage =
the water „ahle elevation of
7. DESIGNED BY: John Lenfestey
DATE: 01; i 8/94
APPROVED BY:
DATE:
42.95
uL F.—at
?: t E nri +1 :i- fir• .r.':
124,924 Cubic / reei
42.95 Fet
4i 00 Feet
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:'
crate

QUARTER M FARMS, INC
P.O. Box 607
Rosa Hill 8
1 !1 .]_ i... Yi/ Lv !yam
Farm Operator:
Data:
Ronnie Smith, Site 4-2
011 94
ER Tenr...j AN n MJJJ Nsi`E PLAN
This a-- :n - -.-- r{ned for waste - ;.men perm sn_nt Storage) with minimum
!{.i�4. f.`::vEi ia7 _a= J;a+ - _'ems_ v _ura a�a - +
sJ T L{ _ s• slim for • 1 s + rE ;d "r vr. to chord
odor control. :'?� !'- �e--. �� �= Nl�i:�Etrt? !!�li :. .�xcl LC.';�e r�::_!r_;.,E
(rr�__- n i. _ -storage) imay d t- 3 ; i ! =tit s' t r!
!i).=•piSaE!r_: !i temporary i'�r' aEi•-_Y '�aF :e'L�?e ! .� ' s _t rtEirr -`^�_ 8!_t_E ._!-
a a-e ao is �.n tie tea; ouni of es water a r!ed to the ,r.- e
)�'_: _ L!'� 'fie.fresh �wai r addad :i ;�Si_rr?-
rho asig- ad months t;s!n y r ry s irage is an astir i'-t__� voi: F e <sed on:
!a =-iCs?.L 1 6 II.L!!L2 !_ S'..1� La �� _ .S—L L.i i{_ s_ _—! L}.. �_ { Y_ _; ti _S
1) waste from animals
2; excess rainfall after evaporation
i. thelargest2 hour (one i- rainfall that occurs on the average
and elf i,l� r` a�7��v71 day) rul! 1fa!! li iui occurs
of once every 2_) years.
Pce1
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_0 inches of excess rainfall which is equal
to or exceeds the highest 6 months exce. y in a year. Tne 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 eievation is determined in each design to begin
pumping and this is usually the outlet invert of pipes} from the building(s).
lithe 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 the
minimum treatment depth of 5 feet.
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.

tit SJf\E =I ! i 7 ;v1 2 i Ll S±Y:J: i
P.O. Box 637
R.or Hill NC 284 ,8
o litip iliciti', ±i etc=
Il.^41 ! , i Cio-f
i.
r :r c;--E.11 �`-i ���t:L ^,=;n; ., tr•—� T,nr=3,T':.5_` ._
:iJ ii1-ii` - 5 Ys,`as :._ _i-3u`.±Ib';_ia _il l+..:�v1
`F t
i..7 l U 3 F-II N (2
1! ir�as and
iti.?mo%shall removed
1=om c-nnstriictionar=a bf rn arw
,I _ St _) __ __ _ e' _i -within t :e area of the
�v_z'-�i,:2v ':�..� t�:4 �u ;.:��iY�=�_ =}Lie�iS�s °.ti±� i'_ f s�!=V�ti s:, �:, t�
,J ,s gi All
fo±unciation ! hia urban kril n . all fill ar = aand all cx-atratPui ryas.
Al-,}I. os ani r r -d_ng n ( '•- inch } a -'• r shell -+? r.-movad
:3'=Li.!!-'7 •J s� __.±�i =n :ij 3�?. �`_�_:: �; �•ea %i� Iisv:: EE± �{:LSt i~ei: �litii.. � �iil�•_ _ii
to a minin'Si'im &nth _sj one (' 3_ • 'k_ ± rirEAP. SFitisfartory it,_,ysition
will b- rnaci4 of all —Lis
i efoundati{n area shall be loosened thoroughly before placerisen, of
the embankment material. The e lagoon site (and pad site if nc',.decl) is to bee
stripped of topsoil (minimumof 3') and stockpiled for use on dike and pad
slopes (finished depth of 2-3').
SEC 11CN 2: CUT—OFF TFENCH
A cut—off trench (when specified) shall be installed as shown on the pkans_
SECTION 3: CONSTRUCTION
Construction of excavated and earihfill areas shall be performed to the neat
lines and grades as planned. Deviations from this will require prior approval
of SCS. Earthfill shall L i__- of , lifts
El not
of he Ear fuf shall be placed in a maximum C' lifts and shall nor
be placed in standing water. Compaction shall be performed by the cansf Euc on
equipment or by a 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 overage
for settlement.
1

11 I 1-ITC D +15 CAD,AC r Par.
31�+I'11 ii Li 7 IV; ! f'?1
P.O. Box 607
RoFza Hill, ] NC 79458
1 fLr -
Farm Operator:
u s
J LN•
i Jril ie Smith, O t. i` 2
01 ' i8iQ
j_�_�t�i'-fi{aTi `}ivi : ii; 31i I1 N Co iiiu7=_i
orot ac against -Mien :il '=LI-3 of 5
n oun .r -sc�f_ they willneed exc- isja.ter' Loa minimum of .-._.._ f foot
h-low rart-: ctnd i-sack•- lir! and compa tn^_ with anr� _v d --:_ii_ii_ i
i�3•i .Y yr. l'__f- Jfl t-'_(Lf'-!!L! Lil±•d -`Jl ±i :]raL L�Li Yy i__] a L•1'- L___ -
i 3C — C �_C, i. _3 " Refer to
il� ;l . ve€4tiv ation information in a _, pa+�-S�I i -
for - - 3 i-; i _ ti nsi ierFti ,s _ P- a ions should' lr_ takenduring ig construction
uc'sion
t±-sr ts_ i. _-.v�l�--_ and -actin- a ntion.
_ �rti S- i ui !�i i�
en. r r: l 'iJ 4 -
r:4riitsiy ._
of Ct=s1 i s _ij 3
Ai r- ed >ti bank ent.-.nd other bare
-tru �>-% - as shall b _ckd
] �� exposed �i il�i=lii:Siii=iii and t1 ii :R1 3ls�Z-�� 4l.•i i:a Lt Li=.+.-_�.i areas �'i 1G71i isv-:.i�Cu_;.i
totype 4 + ti - nr-tib' a E_r s =on"tr- s.3ifrn
the planned 1.�#Jf- ._; 1::_�Yia�_ j^ � ii}i]ii its-, r?.,�.;.�: fe .�T`-" ::_ i�"'
according to seeding specifications sheet.

s
! h f5 r 11:4 n ti 40
i1 Lf 1 IVI r-1 !lVt..i 13Y'f_
P.O. 607
r-.nIt 2 8 P�;.t__ Hill. ,!�: �_r.;5.
=_ia at z a.. ' a ' a L:'t
Farm =�=l Ci: ii. i Oflftt ;_gi:at: , alias --
in
County • L aaiFmpson
n•FrY I1 f
{a: % 8194
i -
fa- (( a _ iZ_ _ Q. _.I tfts f .
v as ill a �J}i � :.1s": i ry i!Lt�jr i its '�
f� v d Lagoon Si `: a
One 1 1 .! sLoh borings'mod =; = taken on -Rate _, !lank Gay awl' to d*_' er-
it ilia ,nxistino'oils bin suitable or ffiDaflr`nient material; forthe lagoon.
ih _ boring w c- adr in th? vicinity of 1h4. Drop os+'a_i 1aa-c con.
' 1 e- 3 -' i _: si ii k al vntio 14i 5i1 .00 @e
of St -tin.) 1 + _j ± 7 i `!i i
! iii'-�tilna ;1t`- f7 • `-e't� l'�i i. ai=� =.=`�C :i.J r' —
u .1
l ate'
on if _ _ _ • . i i : Li= a _ ra — —
1 lsi; g thn Unifier] icat1 n Syst€ 1i a past �ita o"thf,; 3- ri 1 ar as + liowr+
1u!.�ti; li : _ ;%f_ltl l+'• j �eP���t�-Ls__��. t Lr� �icf i s, if ie i >>-ae_�+ t.. i i.s s7� er_ j= tt: as :�3 �. ,.r.. _.
Boring #1:
t` Ft. — 1 Ft — Stvl i rluter ial (silty sands)
1 F#. — 2 Ft — SM,SC materials (silty sands; clayey sands)
2 Ft. — 5 Ft — SC material (clayey sands; sand —gravel mixture.)
5 Ft. — 6 Ft — SC,SP materials (clayey sands; poorly graded sands)
6 Ft. — 7 Ft — SP material (poorly graded sands
7 Ft — 11 Ft — SM materials (silty sands)
Based on the results of these borings, SOME of the soils available on this site are s„ltab
to be used as embankment material for the lagoon site. A suitable clay material (SC,CL)
for the liner will be required.

SCS-ENG-538
Rev. 5-T0
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME �an111 i E DISTRICT Ari-t p Se
DATE Z- ''S' 9 3 COUNTY CA fhS • J
S. C. S. PHOTO SHEET NO
WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE .ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIO::IST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 1" feet)
Locate reference point in center line of dam and Identify on sketch.
j I
1
T
I
I
r
1
1
.
f
1
1
SHOW
DEPTH
GALE
BORING
Make and list darmsite and spillway borings that
1Contintled on back where necessary) Strom water
— .
NUMBER AND PROFILE
•• lion Parried area and bar, wpit borings •• simmer nwtt* vertical red line.
table elevvNau on dam -site borings. .. . -' — ... - - - -- . •••,
1
2
3
4,
5
6
7�
8_
9:
IL.
11'.12
13
14
15•1617
18.19f20721
22123
I
2.-3
'-^
-
-�
---'S�---
--•
•
�ilifU►'
��
c
ram
'
.6„O_�
_.�©
.
-i
` fit
k _
::,-1
--4-
: -
e
-_
•4
'
u
��
.r
: �'
•
.�
_n
_f
•
_.i'
-,.
..
.
-
..
--
- •
4.10
-+:
;
-,-.
Sri
16'y
1.Sir
.. _
;
-
BORINGS MADE BY E4ii gelqt SIGNATURE & TITLE
A/AS-67

vy
-end t ice•=� Ali i1D.M 4C ;r
_i.irL.t
-it it i ivi i .tvt,.t. itv .
PtG::,I1
e
P.n. Box 607
R}os Hill, NC 28 '-'J8
F-art-ri Op 'raL(7;r:
rs_J.•
Lule
Ronnie 1nl i! 42
OM 8/94
F'71-%:L Aft rA r-iA-n r it i•f. LfB __ iL 'L V7i :'!LIY7., :I i_1Y_
+ c =r' 0f Bahia Grsss:
1.crus of Hi died Bermuda ' aras_:
Acres of rule Grain:
Acres '_'f R e Grass _ ePor l_ vegetation)
r
Total f�j'a=a, to ha jtr'e%j �_ed: �.
Use th = f oiiowin seed mixtures ndi ca Arl:
0.0 Lbs. Fescue Gass ._Li 6.n L bs. A . e
(Best suited on clayey or wet soil conditions)
Seeding Dates: September 15 To N ovv-'r"nber 30
r1r-
n n
_ .+0 . res
0.0 Lbs. 'Pensacola' Bahia Grass :« eV) Ws./Acre
(Bee Footnote No. 1)
Seeding Dates: March 15 to June 30
0.0 Lbr. Hulled P rmuda &ass 07 E Lbs.LAcra
(Suited for most soil condiiions)
Seeding Dates: April 1 to July 31
90.0 Lbs. Rye Grain g. 30 Lbs./Acre (Nursery for Fescue)
120.0 Lbs. Rye Grass 0 40 Lbs./Acre (Temporary Vegetation)
Seeding Dates: December 1 to March 30
210.0 Total Lbs. seed mixture are required for this application

f'Si }A•:11_"D i•T CAD-i0 1f0 -`
.-. tni i1 L.:. PV1 1 ri./ 11 v4_, 11 iLe
P.O. Box 61J7
Rr sp Hill. NC 28:158
Farm sp?aLC%r. Ronnie 1tit , Si A f 9
r.y ,y'w»
SEEDiNG RECOMMENDATIONS Vlit Ei 43'
owif—t the s'_=•( c_Ki ar a:
1010_1 0Win.-t'e1iT:-r - - I s.`' } 13�r -.A-.
1 ! ons v: Do orn is -im =32 2 1 OrtSiACr12
_ �r 1.nsr
Bahr -- :all rar'y�it �tiab cLC' I ;s B�:-__ri ._r
All surface drains should be installed prior to seer .inq. Shape all disturbed areas immediately after earl moving is completed_
Ap*pl+, lime and feri1.liz r, then disk to prepare a 3 to 4 inch smooth seedbed.
`pp,a, '''` i.4 Jil •I Seedb d tlY ui a CS.i ir-r8i..S`.G 'Jr"; Siiaitir equipment.
Apply mulch and secure with a mulch anchoring tool or netting.
Apply
Note 1: Pensacola Bahia Grass is slower to establish than common bermuda
grass. When using`Bahia, it is recommended that 8 Lbs./Aacre
of common Bermuda be included to provide cover until the
Bahia Grass is esiablished.

EARTHWORK
CALCULATIONS

0
Total Volumes
Grid cell size: 4.02 by 4.02
Original drawing scale: 50.00 ft/in
Project:
Drawing:
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Ronnie Smith #2
Pad & Lagoon
Sampson County
John Lenfestey
Ronnie Smith
Prepared by: using SITEWORK BASIC
Date: 01/17/94 Time: 16:09:22
Final surface: Proposed #2
Initial surface: Existing
Cut :
Fill :
Tight Volumes
4597.21
4339. 31
Difference : 257.90
All volumes are in cubic yards.
Expansion (7..) Expanded Volumes
0.00
20. 00
4597.21
5207. 18
Net Import : 609.97

rii(A CC II 4 CA En 41.7_,
l_brur"al 11 i_I 1 iv7 ( 1—a7 57�71 L7
P.O.Box
�y7
Py-a!tiBox 60i ��+{
Rose Hill, NC 26458
Phi -ma: 919 289-64 1 5
CalculationsBy:
Date:
County:
ra•Stallrta to Sr+
s i ! I Lit%
John LanfAstay
01l181
:Ronnie Smith, Site t2
Sampson
residence (other than owner) 1 0`n_�� F t
Sows (farrow to finish) —
.�ayY}�+ to —
Sows(farrow
Heard (finishing g; `st1iy) =
Sows (farrow to weam—
(
0
0
3f
26013
,
•
La rion
� — .?ii t Zf
t �•3 2I J11Cii 1 11v l0.
i 1 V VC?il 1 1J(,— i_7C VC11=J1 i —
Storage Volume. for Sludge Accurnulatiof = 0.0
Trea ient Volume (Min. = 1 CF/Lb) = 0
Inside Top Length of Dike = 180.Ci0
inside Top WId[i t of Dike = 130.00
Top of Dike Elevation = 46.70
Bottom of Lagoon Elevation = 36.50
Thickness of Clay Liner =
Side Slopes on Dike =
25 Year — 24 Hour Rainfall =
Rainfall in Excess of Evaporation =
Minimum Permanent Storage Depth =
CALCULATED DATA:
Minimum treatment volume — livestock =
Waste Produced #1 = 19,094 Ou. Ft.
Wash Water #1 = 0 Cu_ Ft.
Rainfall Excess Evap. = 13,650 Cu. Ft.
Rainfall ,r 25 Yr. Storm = 13,550 Cu. Ft.
Minimum temp_ storage volume of lagoon =
Total minimum required treatment volume =
Total design volume available =
3.0
7.00
7.00
6.35
£'r. - i
Cu.Ft
tl b
Feoi
Feet
Feet
Feet
:1
Inches
Inches
Feet
78,090 Cu. Ft
46,394 Cu. Ft
124,394 Cu. Ft
15-3,834 Cu. Ft
#2 =
#2 =
#2 =
#2 =
#2 =
#2 =
#2 =
Clay Liner
i n = _ .
i ==i
0.0 CF
1.0 CF Lb
185.00 Feet
1 6_00 Fee i
46.70 Feet
35.60 Feet
1.00 Feet
3.0 .1
7.00 In.
7.00 In.
6.35 Feet
19,094 Cu_ Ft_
0 Cu. Ft.
13,650 Cu. Ft.
13,650 Cu. Ft.
46,394 Cu_ Ft.
124,394 Cu. Ft.
178,176 Cu. Ft.
Volume of Clay Liner = Design Volume of Clay Liner — Design Volume of Lagoon
Volume of Clay Liner = 178,176 Cu. Ft — 153,834 Cu. Ft
Volume of Clay Liner = 24,342 Cu. Ft
Volume of Clay Liner = 902 Cubic Yards

•
Daylight Perimeter
46.41
.10
45.96
IO "
-1. 3s
.79
44.:50
47. 20
47. 20
45.:S0
45.60
45.:25
45.20
Rep ort : P 1 r.n 4: i ew Crosrm-section
Pr-ojoct: PQriniV' Smith 02
Dr -awing: Pad 4, La Goon
Surface: Pr•opoxcrd *2
Locations
i
Pr01.2.1"...-1 r... .._,.

47.7
46.7
45.7
44.7
43.7
42.7
41.7
40.7
39.7
3e.7
37.7
36.7
H<Driz.
Cross -•Section Plots
Digitised Points
scale: 30 ftiin Vert. scale: 2 -Pt.'in
Project:
Drawing:
NNumber:
Enpineer1
Owner:
Estimator:
Ronnie Smith M2
Pad & Lagoon
Sampson Coaantti,
John Lenf+e:st ew
Ronnie Smith
------------
Prepared by: using SITEWORK BASIC
Date: 0ii17-94 Time: 16:J1:52
A -- ' A"
.y .tir . r. . - 'r -. v .
•
Eaii'4t'1h'4
}
f
•
35.7
228..5
"r 1? 0 . C�

Cross -Section Plots
Digitized Points
Hcriz. scale: 30 ftiin Vert. nca.le: is -Pt;.-in
g
46.7
45.7
44.7
43.7
42.7
41.7
40.7
39.7
36.7
37.7
113
•
Project:
Drawing:
Numb{e{rp:
H±daD*t.:.
Engineer:
Owner:
Estimator:
Ronnie Smith M2
Pad & Lagoon
Sampson Count
John Len-Pastow
Ronnie Smith
Date: 01 g17i94 by:
using SITEWORK BASIC
Time: 16: 1.3: 11
PPM MOM
36.7
4
ti
EW I. st i rid
1
1 �
1 �
J
I �
•� 1
� f
rr
3!5.7
l
176.8
270 ._._..

Cross -Section
Plots
is Pos
Horiz. scale: 30 ft..in Vert. aca.la: 2 Pt••ir.
32.6
51.6
50.6
49.6
4E1.6
47.6
46.6
45.6
44.6
43.6
42.6
Project: Ronnie Smith 02
Drawing: Pad & Lagoon
umber:
ray{ i n: Sampson County
1Ci L te:
Eniineer,: John Lenfostew
Owner: Ronnie Smith
Estimator:
Prepared by:
Dines. 01,17/94
using SITEWORFC BASIC
Time: 16:14:40
OWN
c -. c•
Ex i xt.i.na
41.6
216.4
40.6 - 270_0

410
Orient*tion: -4.5.0
Z Ms.Sarui -P.t ior,: 15.3 Inc: 11 nation: 21.3.Ye
•
3D Mesh Su., Ps.ce ....
Proposed 02
Ronnie Smith *2
Ps.d & Lakvoon
Project:
Drawing':
Number:
Locition:
Bid ns.te:
EnQLmoor,
:
Owner:
Ea.t Lmutor:
Ssmp son County
Jahn Len-Pr•steti
Ronnie Smith
SI7 ii rah Surfa.0
Prepa.rwd by: usinw SITSWORK BASIC

Pit
Ronnie Smith #2 2600 Nursery — Sampson County
Typical View of a One —Stage Lagoon System
High End Pad Elevation:
Low End Pad Elevation:
Confinement
Building
---__12 " pipe (Needs to be
adequately supported)
zr7 6— Ft.
47, 2,0. Ft.
Top of Dike Elevation6.70 Ft.
Top width: 12 Ft.
Bottom Elevation:3r .60 Ft.
Maximum Fluid Elevation: 45.7O Ft.
Discharge Pipe Invert Elevation:.
Treatment Lagoon
Maximum Depth: 9.10 Ft.
Inside Side Slopes:___3:1
Outside Side Slopes:__3�1
Start Pumping:4 F6.
End Pumping:42•c5 F.
Water Table:4o.DO,.
.�r

This mao was rmmn)lr,1 1,,, I c n
5000
2 000
1000 0

ET,71 rt TIn
I i 1 1 ; L2,11
Th lifidck.rE.,21Citl(:1, 5.n engineer duly rectistr4Id to practica undar th lawf=, of
_ . - L
t fr. Le or I aJcina. t-I•ereby- certif thFlt these Dians and calculation
2,600 Hd. Wan to Paadar
entitled " Ronnia• S-ta
are an accurate copy of tha work to be. n.rf-g.-n-yari r:--)n this 1Drolact.
.! -
luay C1111_4 i=1,Curtne f_.;L1ot th avout, oct:on and
The,- rie=,;ign VOL•fl12 c C,!ia-finns arc, bs.._-,-44,d on "eh. diiide lines estabfished by
ISit-
I L=tt..! vrr L-j:2.iLti Li Ifof 1-AC1z a
RegigLration No.
7;:.` Z- 4 • _4;4'
•=, _ .<"-%
•
lllllll
Date: teA
h.-9rm

C O U N T Y
c
o \
N.
,\ 0
n
c
4/
113
00#00c0FIEMffek
on,111021111"'Ilkollavilk-54741
rot-
4- 38Ta

i eI IF!LTTI=D ilnEr or, IRIr'
t1 1_1 t 1Y1
1 Y 1
P.O.
1 fBox:i;J7
Rose Hill, NC 28458
ar i-i`? 1,../per ator
Data:
01118/94
1 untie Srnit i Sit : I
Sti �'_'i'.'t: r+tl T''^�t i r :1_�i t 7'•�'TL;I 2- `i ; "`1`-i "''i jA i = Tp T'Fi r. > t "r ;l -: r.
_1.ff!-C :3ILt NS i'�i ',.: L:NS iv,= ib3..N= 1 dsF-S1E 7- P-A f ENi i-�"':i�1�..ON!:
f _f ^A .11-i _
i..fL�1 R�;I 1'e �a
AJi i-aas and s'ru h fn &i he removed 3 n th@construction a :efir;= a_l:+
_ 1 i �f- i= �.1f r_- t _i '.- 1. i-;
¢xcaavation or is started. :Stumps will be removed Within the area of The
c do of a — • — — ! ,. + ail ar and -r - -- -t ' - - - All
foundation f.r=rfia=uilYRl�!�a1>,_ iii fill ice iy_+ail:i u71 r%;!'_'-�L• �Li �i ==.1i. !':1
st imps and o-:r i -e n (1) i inch r ip -nt shall i r-smov^-7
.n4_i ir!Z..sj u�-te tr`v l.:+ ex(=ar_-'•.Lt L3. i�L7 i•59._ i 'y {
i in >�Y it ilCli•-•1 i�i�iC3iii V^•;i
to a minimum depth h of one (1) foot below fin -al qrada. iatisfacvry disposition
will be made of all debris.
i ne foundation area shall be loosened thoroughly bafor e placement of
the embankment rrsaterial. The lagoon site (and pad site if needed) is to be
stripped of topsoil (minimum of 3') and stockpiled for use on d r e and pad
slopes (finished depth of 2-3')
SECTION 2: CUT-OFFTRENCH
A cut-off french (when specified) shall be installed as shown on the plans.
SECTION 3: CONSTRUCTION
Construction of excavated and ea_rthfsll 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 a maximum of 6" lifts and shall not
be placed in standing water. Compaction shall be performed by the construction
equipment or by a 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) per; e.nt overage
for settlement.

%MI I R 'Tr= O 1 .4 =±; 04 40 i mr--
i " a iv, i j' i uvi,.:. I i:_..
!"7 �
r.:s. Box 60±
Rose Hill. NC 28458
of
F t 11 Operator: RRonni rnita 1, Site #1
Date: 01 i '_==#
! ;^--• T- iF Ti' MQ _i r`i-a •2-,--� �.t Ti('--1.'-
..�:lt-f 1 i •1•'iS,..r+_:1O!fi...0 ;ur4 =em
To protect against seepage, Y: e areas of unsuitable material are
3nc _si inter ed, t : 'y will nckad to bo PX Ce •�-' d to a minimum ini; num of ;fir • (1) foot
- : 1Y:i1 i -•
below ;rppdr�and i ck`iiih d Find rol?iiacLtA�.t�prov=d :n.st^_r-e !
;-1:=t — •-'{-: -C, CH). ric=far to, the Soil inve stiKlation information _r33=peon ill e. Diann
for npei'aa considerations. Precautions should te t us3I -r -sfrui3o
t y prfa-y-Pntr,xce si a -ros Lo an d dim nt 1 on:
SECTION 4: fifiGE 1 A1ION
A expo d embankment and other bar svC nGttruct d areas shall be so{+:�e �a
to 01planned type of vegetation as soon as possi [e after construction
according to seeding specmctions sheet.
Cr—

QUARTFR tkil FARMS, !NC.
P.O. Box 607
Rosa Hill, NC 2845R
Farm Operator: Ronnie Smith, S'ta #1
County: Sampson
Date: 01118/94
ge ti.-D e minG - .it .i; f Prop -1
Soil _ii'.%1�i?�_i investigation to L- � i !• -�_i3 .I iilet�if' ^1 iiii .�;-��`•a' —a:�:.i r:J si{e
1i ia (i) soil b.r:L:gs w�.' i taker? on this .±t'!=' by Hank Gay, �:� = ti:i :st
1 ` ti �" { i suii-ab fob
' .mob--1. -,fit r i ric.i 'r _r th Ivor n
i $i7G PCs•-• rr- -�i.r- :k;f s.1 �• S� 7F =- l_ ��nc .
s su L:r r�7 _v:s�• as !_ -_ Its lLLtiJ. lSJI _. erv�iiYti Ili. !!._t __! iti: i.ii_ s_-vv!
i
ii br sr i nci W9F4 rT _ad A i n tna vIrT ilTi oT 'r nor, d iacioon.
The rr-73c_!!i! 31 S`. Fia_YLv Si il.i '1iz3.
at S'tGt• n P! � i ( �/ i i+ 00.
ul_i l.ir�i! t ! L+tFe'•ti !
10CPtead --11142 TO,O of- nail 1 c'' -• tree,
Theestimated h h water table elevation — 44.;..t 'T,
Using �s� � ] System, t i s+ f t- g own:
the Unified Classification the. f � isiiu of the i`r�i�1��� are a� ?�_F : ate.,.
or ing #1: 0 Ft. — 1 Ft — SM r � o.terial (silty sands)
1 Ft. — 3 Ft — SM,SC materials (silty sands; clayey sands)
3 Ft. — 7 Ft — SM material (silty sands)
7 Ft. — 8 Ft — SM,SP materials (silty sands; poorly graded sands)
:
Based on the results of these borings, SOME of the soils available on this site are suitable
to be used as embankment material for the Lagoon site_ A Jumble clay material r`S ;,CLL
for the finer will be required.

QUARTER ER M FARMS, INC.
P.C. Box 607
Rose Hill, NC 28458
Phone: 919-'389-64 15
Cale• i ionr. *B- ', 1 not
t}Li!'1rl sLi v'VJ1 iy3 L3 ��- John lli - ^��{)_l-J
`ar n 1 o -tor: ram:n iA Smithbits �+ 1
LL � . 1 vJ� t � J
%rl.) J
Distance to f _c_rrsj ;-r1':si73t-ir• (oth r ihar` 1wnor):
INPUT DATA:
Sow (arro to fer•_?=r' =
Head finishing only] _
Sows (farrow ow to 1lrY ea n) =
Hsad (wean to fasda1)-
J'a pSOFI
e_I
:1
i.i
r;.s n High � Tab!.
. .i '
�=d,}S.ri)�.1) High Water i at.: e C��i�li:fi: = 44.0 Feat
Stor �e Vo1.urn for kyle •dga c,ci l uia=inn = 0 Cu. F Por r is
,s J.a� J !_ t L Li _.• � �L_ l�luLl v! :.s. ! YS rr.la
T reatrnent Volume (Min. = 1 CF, Lb) = 1.0 CF lb
Inside Top length of Dike = 200.00 Feet
Inside Top W dth of Dike = 120.00 Feet
Top of Dille Elevation = 50.90 Feet
Bottom of lagoon E1evaton = 41.00 Feet
Freeboard Depth of Dike = 1.00 Feet
Side Slopes on Dike = 3.0 : 1
25 Year - 24 Hour Rainfall = 7.00 Inches
Rainfall in Excess of Evaporation = 7.00 Inches
Minimum Permanent Storage Depth = 6.15 Feet
CALCULATED DATA:
Minimum Treatment Volume -
Vol. of Waste Produced =
Vol. of Wash Water =
Rainfall -Excess Evapor. _
Rainfall / 25 Yr Storm =
Minimum Temporary Storage Volume =
Total Minimum Required Treat/lent Volume =
Total Design Volume Available =
Total Temporary Volume Available =
Livestock =
19,094 CF
O CF
14,030 CF
14,000 CF
Total Volume at Start Pumping Elevation =
Design Volume less 25 Yr - 24 Hr Rainfall =
Minimum Volume for Permanent Storage =
Permanent storage volume is
78,000 Cubic Feet
47,094
125,094
132,102
54,081
Cubic
Cubic
Cubic
Cubic
Feet
Feet
Feet
Feet
112,937 CF
118,102 Cubic Feet
49.00 Feet
78,021 CF t 47.15 Feet
greater than Mimimum ireatrnont volume
required for livestock

•a
•
r TT; in 5=FDECSC I„ir
ti Li! it 11 i3 1 IVi I I if i7'rlt%, f
r ry
O Farm Pat r: lRo rfirk Smith. : to #1
Dat': 01; y 8 94
VOLUME CALCU Lf- IrIN .
A.i e STATE ATE LIVE. WEIGHT
U sows ({_{;IC to finish)
0 \J
sows if'f•r�:i• `- •rr. : fir. •; Z
0 lead (meshing only). . .
re SOWS
(a ._w t wean) A.
2,60 head (wean to i e _ ei J X
Ill! ffi:f`s.�tii �Lriif_1�7i
e line',murn voiui s'*=
r- _i
`1 .
U 1
LDS.
;Lb 3.
f
L.J .
1 ':1_
0 U.
0 1 b s .
0 ups_
3Z
00 L
}r^ f
3_-.
L.Iv=.tiLYT h fl-i3L:'.I =ifi
t 1,L f Cubic Fiat
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Minirnurn volume =
4. TOTAL DESIGN VOLUME
Inside Top Length of Dike =
Inside Top Width of Dike =
Top of Dike Elevation =
Bottom of Lagoon Elevation =
Freeboard Depth of Dike =
Side Slopes on Dike =
Total Design Lagoon Liquid Level Elevation =
Total Design Liquid Level Depth =
..i _ tip_ L.1
0.0 Cu. Ft (As Per Owner's
200.00 Feet
120.00 Feet
50.90 Feet
41.00 Feet
1.00 Feet
3.0 : 1
49.90 Feet
8.90 Feet
Determine total design volume using prismoidal formula:
SS ; End1 =
SS / End2 _
3.0 Feet
3.0 Feet
inside Dike Length GE) Design Liquid Level =
Inside Dike WWWidth ' Design Liquid Level
SS ' Side1 =
SS / Side 2 =
104.00 Feet
114.00 Feet
zoo
pkor
ktr-
3.0 Feet
3.0 Feet
At'
c�u
0

^!l IAOTC C nn CA AO INi;"-
k1 ;1T 1 11 L._i i 1V1 i !'4I i1Vl., i1V'u. �j ,.} �F .j1
Farm i % :iSJarator . Ronnie Smith, Site 1
Data: 01l+r1 i� 04
t =
Vt1 1 ME i a" 1 C: 1L 1 ^.Nc- ( -'
3.rLL°3Viu.`:L�1t: u .i i�_'i�:+� 3 ��i�:i; iUevs).
A_ ea of Tor;
Ar' of Top =
Ansa cif Top =
Ara of Bottom om =
Jy1 �1_i .j ifJ-Li! 11
uray of Bofioni
11
Area of i)d` e 1 ;o
Area o1 Midsection =
Total sign bo um
e =
Total desic#n vok,ir Eie =
Toml design volume =
insid.. aka ength(ton) * irS-`_�ide L'ai CG width(ton)
194.00 k 114.00
22,116 Ld I
ev�--'.il is -
it ibtil= ;siP•.'= i=
i tr `%
IC 1;_iJ+,..Li. i 1i/ ii iui�_ii3 Lii .} -IA- Li 1LLUI111
Iv
Yi ! .t}ti r 0t
S
14,605 Sri! i€'r Pant
ifsu ll,.s�
rid-,
. i+tl
[k . a of Top + (4 lea of Midsection) i Ara of B ottrn a j x (DW.h)
89,058
Foe_0n Cubic Feet
1.48
8
TOTAL DESIGN Y!lVL'3d1E AT 1. 1].11T P1.!! 31 {1'14t-E L..12 3I
Area of Top =
Area of Bottom =
Ara of Midsection =
Volume t @Start Pump =
Volume sr&Start Pump =
Volume @Start Purnp =
20,482 Square Feet
8,520 Square Feet
13,925 Square Feet
itr..1iiFaat
t
i 1+Z J 1 = '�
[Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/
84,703 * 1.33
112,937 Cubic Feet
4B. TOTAL DESIGN VOLUME AT END PUMPING ELEVATION OF 47.15 Feet
Area of Top =
Area of Bottom =
Area of Midsection =
Volume fp End Purnp =
Volume () End Pump =
Volume @ End Purnp =
17,306 Square Feet
8,520 Square Feet
12,573 Square Feet
[Area of Top + (4 *Area of Midsection) + Area of Bottom] * (Depth/
76,11E * 1.03
78,021 Cubic Feet

• a
ro i.•l J rD 1 LAice.r YC iP1 -
1L/1111 L;- 1 PA ± (Id :±V±� . 1±.m.:.
i arm .
Ronnie Smith, S!_h #1
f;7 ;1 8,+9i
L.l3 ti,t•
-VOLUME. CALCULATIONS (continuo-37
4 _r_ TOTAL i AL DESIGN t �O_UMi :1_T 3 � li�:�NEN GE ELEVATION
Ar=a _r 1 i 1D —
s !a Ift .tPa t n —
e=a oS Mids%" Lion _
i 5 }+•33
��11[ileni Vol; i. —
Pe Permanent V _ _:1:13 =
ice 2,0 Sc ;areFeet
Area of Top . (4 .s.:?r• Mielsisc: ion) . `'= =a : i Bt=t=or ±'• -' D=t)th
76,118 18 _4 1, c
t� _±+1 i _s�IL=%! r et
5. 1 E-MP OPATh S T O 'RAPE '.r I UMF CAI ATION
Design Drainage Area = Area of Lagoon (Top of Dike) ± Area of Buildings
Design temporary storage period = 180.0 Days
Area of Lagoon _
Area of Lagoon =
Area of Lagoon =
Area of Buildings (roof &
Area of Buildings =
Area of Buildings =
Design Drainage Area =
Deign Drainage Area =
Design Drainaga Area =
Lerly i at top of dike *Width at top of dike
200.0C3 * 120.00
24,000 Square Feet
lot water) = Length of Buildings * Width of Buildings
0.0 * 0.0
0.0 Square Feet
Area of Lagoon (Top of Dike) ± Area of Buildings
24,000 ± 0
24,000 Square Feet
5A. VOLUME OF WASTE PRODUCED
Approximate daily production of manure in CF/LB SSLW 0.00136 CF/Lb SSLW
Volume of Waste =
Volume of Waste =
Volume of Waste =
Lbs. SSLW* CF of Waste/Lb./Day * 180 Days
78,000 * 0.00136 * 180
10,O94 Cubic Feet

rit A CITICCI 4 CA DA 4C h
11 1-.1 1 iVI i ftil 1IJ.11,01.3.
Farrn aPeratOr .ROnnia Site1
Datp: 01 /1 ReP4
-1-T2L rzA/ c irj! iA A
I 3-1.1 ir3A,I3.- .3,1 Li
5B \Mum,. of Wash Water
This is The. amount of fresh water uad for washing %OM or vniuma
of fr-1 watear usd or flush r4vstarn Fkh -,nfr:farni; that
tnppinon watrg Rra accni intad for n EtA..
of .4;z1z.ii.1 weLLL,21. —
Vol. nf 'Wash WRtar =
Vc,q. otINFInh Waffar =
p, Cuh.c Ft
itExc ofv- - .annn
lapor_
Us mpri_ tirkan 1-11 it-14
N., L3 i I - "-V 1 I 3 - I 3 ILL1 3.13.2 .37C11,11.13 . 4.11 11-4.1 _4 ---7
1;33 days exc.ss rainfall = 7.00 Inchas
Vol_ of Excess Rainfall =
Vol. of Excess Rainfall =
Vol. of Excess Rainfall =
Ara lc Rainfall Amount
24,000 7.00
14,000 Cubic Feet
SD. Volume of 25 Year — 24 Hour Stnrrn
Vol_ of Storm Rainfall =
Vol. of Storm Rainfall =
Vol_ of Storm Rainfall =
Design Area * Rainfall Amount
24 000 *
14,000 Cubic Feet
TOTAL REQUIRED TEMPORARY STORAGE
5A_ Volume of Waste Produced =
511 Volume of Wash Water =
SC. Vol. of Rainfall in Excess of Evapor. =
5D. Vol. of Rainfall / 25 Yr — 24 Hr Storm =
TOTAL TEMPORARY VOLUME =
.,PR 0 5 2019
'Iste;i1v3.*
7.00
19,094 Cubic Feet
0 Cubic Feet
14,000 Cubic Feet
14,000 Cubic Feet
47,094 Cubic Feet
0-
1 CI-44-z!

r'%1 I A (Tr 17D r-- D A .1 A it 41-' {Mr'1! L. i,,,, 1 ,--..I -who. i iv—
_
rurm : ,r ‘zrFfEr''" PfOnnia SmithSt •L 1
. .-N.I._3 -i...` '
na-..
—i.e.•
01 t1 Rlq4
6.- SUMMARY
Min irnurn Treatment Volume — livestock =
Minimum Temporary Storaq 3 Volume =
Mtal Minimum Recuirecj Treatment Voiunie =
TntF41 ucjn V-,1!Irn:n AvaiiRbin
Trt= I Mninery Vr:1!imia AvriliaDip =
Desian ',tart PiJmning Elevation =
Tntal VOIUM@ at Start. Pumping Elevatic.,,n =
Pasc-; 25 yr —24 Hr Pintail =
r-I
j Telt, -r-ggy g Lptdi
I End I sqx• —
Totil VnINITh. at End Pumpono =
Desiclri Min. Permanent Sforarz E!vation
TrAal Volum at Min. Storacp FlAvaton =
Vol. of PPrm-anant ± Tamporary Storaqa =
NOTP: RrAtoni nfT4rnporRrf Storac,P =
the water table elevation of
7. DESIGNED .BY:
DATE:
APPROVED BY:
DATE:
John bartfestey
01/18194
78,000 Cubic'. Ft
1 r.• 4 r- _
L.-el lip IC' f-c•B`31
L-UwIC =1
CLINC FT -a- Pf
z1.17:;F:j
4q.-00 Fa.t
0n-7 rs. -„4-
t
011 R.1 Cliihic
47.15 Far.t
78071 Cubic-
47.15 Ft
79 r), Cubc
1-cat
1.);1111--
ANC Ft
471'..-71, F4 iq
44.03 Feet
NOTE: SEE ATTACHED WASTE UTIUZATION PLAN
COMMENTS: ---71
above
0- .-,-
4-3

LI 7 I{73 1 1"":i if Y1+J, il'J‘.v.
'1'7. r '!�''{y. '{i_'
. L.. L.r0:x �i J
Rose -;lll, NC 2L�F i"s
Farm +moiler ati.lf :
Site
Ronnie Smith, *I
0i/l8t_4
tor"- r-f^ ,r g •'i . it 'r:RT1 :>L1
L�lClYL.� ! 1L VLlYfftil Lf'�L�r_1 tt'iVv
Acres
s of Fescue Grass:
Acres of Bahia Grass':
f.
i ?cr of R P Grin:
r;__ r- a+-- (Temporary
F cr e`s .i? nv ;brava .r;3tg -itati •=1 _) :
Total Aroa. to
Hs(-. t P following seed i HAS indicted:
o 1 1 ci Frs
n.0 Lbs. Fescue 4 'ass Cas, 50 Lbs_/Acr_
(Best suited on clayey or wet soil conditions)
Seeding Dates: Septer-nber 15 To November 30
-0.0 Lbs. 'Pensacola' Bahia Grass rio 60 Lbs :'Acre
(See Footnote No. 1)
Seeding Dates: March 15 to June 30
0.0 Lbs. Hulled Bermuda Grass Ca, 8 Lbs./Acre
(Suited for most soil condiions)
Seeding Dates: April 1 to July 31
90.0 Lbs. Rye gain i) 30 Lbs./Acre (Nursery for Fescue)
120.0 Lbs. Rye Gass C) 40 Lbs_/Acre (temporary Vegetation)
Seeding Dates: December 1 to March 30
210.0 Total Lbs. seed mixture are required for this application

)17,i}Cam'. r A4 LTA DA f;f,
l:i t.lT :1 :1 I_111Y7
Box 507
r-n Hill N 28458
J � HillL 3-
�a.l ii i i xp r a L'J!e
Data:
Ronnie S mili Site 'rµ 1
. 0 ! /! 8 +}` ;,
G-S! _
PEL iNtii RPr4..:Ni: iiNDATfONS (Continued)
u)
th �: t r ii i'� �o i' _ = _a tat o uisi
�+�u_
J'1^ - 7 'i y
e is i t-\r. .-. _ 1 i _ i -.'�_ ..t;; i-+- :1-?) : 1 1�
%ts sue. `li ; ��.�—+ � i :.i i =i u:tc cli.i •5i 1==�. •v:
? 1 Lei 1 v? 1 'vr? i ir`•'
i ns_1 -
- i 0 Bales .f - a r!r : f r r� ! 0 1 is i 1 r
_L'?._ :1:1�=_ '_1 small __a!11 straw Yr .L*-- -it� L�'--i]:_ `i33
Ail 7 co s should a stt ria- seeding. v:__. ail dis .>_ ;
r'�it ��tr:aU_ drains �17�.%a3=� �e installed ri!:\� to ��� ;.�F!.�. 7 Lrr�e�a
areas immediately after earth moving is completed_ f
r
Apply lime and fertilizer, then disk to prepare a 3 to 4 inch smooth seedbed.
Apply seed and firm seedbed with a cultipadcer or sirmiar equipment.
Apply mulch and secure with a mulch anchoring tool or netting_
Note 1: Pensacola Bahia Grass 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 the
Bahia Grass is established.
L —

SC S- EN G- 538
Re+. 5-7p
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
kitykm
Oktz
FARMER'S NAME _,,, Y) l DISTRICT
DATE Z- /'S' � 5 COUNTY
< At+,5e )
A ,t•1
S. C. S. PHOTO SHEET NO WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIO:.IST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. seal. 1" - feet)
Locate reference point in center line of dam and ldwtity on sketch.
II
i
I
iii
i
1
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•
T
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-
J
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i[
SHOW
DEPTH
SCALE
Make and list darn•.ifte
!Continued on back 'ahem
and spillway
necessary)
BORING NUMBER AND PROFILE
hennas first • then paneled ants and bonaepit bermes -separate with vertical rod fine.
Show mister table elehatlons on dam -site borings. .. . '•
•
1
2
3
4
5
6
7
' 8.
9
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13
14
- 15
16
17
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19
20
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22
23
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BORINGS MADE BY 134C-k- g°+C-
SIGNATURE & TITLE

TS\SF/
Th. and@rsk r d.m;@n c@@rill rgc t z ! to practice und& th,2laws of
§. S ƒ Carolina. h @ ,ca ƒgs that @S@ p!an n ®dui ns
2Wf gGga»,G� e�
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u-ur S HCons r pion S k
E ! a n No.
Date,:

1
AS WIZ- A
Producer: G 4 u FAR,wxs I - /—
Location: 4. 1f 3b c ioy A 14
Telephone: 91b - 511_ - zz4 %
Type Operation: 1./£* J - �EEa(EtL
Number of Animals: szoo
(Design rapacity)
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 reduc&Qie amount of commercial fertilizer required for the crops in the fields
where.fihe waste is to b d. This waste utilisation plan uses nitrogen as the limiting
nutrient. Waste should be antra yzed 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.
i
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 content 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 available water holding capacities.. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, 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 runoffto 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 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.
The estimated acres needed to apply the ap 1ial 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
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 2H.0217 adopted by the Environmental Management Commission.
1

Crop
vS
! Q,
mount o Waste roduced Per ear allons 13 tons etc.
5/ev animals X • © w -�
astelanimayyear =,:., (ate;) waste/year.
Amount of Plant Available PAN) Nitrogen g ( =Produced Per Year
5"2-4°animals X,Yf lbs. PAN/animaVyear=s4yL1bs. PAN/year. -(PAN from N. C. Tech.
Guido-Std. 633)
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
and surface application.
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Lbs. N Acres Lbs. N Month of
# No. T e Per Ac.
UtiliTpd A. lication
ismumumwrm
Total ~ 7-421.
* This IV is from animal waste only. If nutrients from other sources such as commercial
Jrertiliyer are applied, they shuts! be accounted for. N nutst be based on realistic rield
expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in
sonic eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This p/an only addresses Nitrogen.

Tract
Field
No.
Table 1: ACRES OWNED BY PRODUCER
Soil
Type
Crop
Lbs. N Acres : Lbs. N Month of
Per Ac. * :Utilized Applicatioi
I , ` � � ".�.C- — Ili r •z,� - f�'14 3
Total

•
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be steadied)
(Required only if operator does not own
adequate land free Required Specification 21)
Traot Field Soil
# No. T)e
Crop
* See footnote for Table I.
Table 1
Table 2
Total
Amount of N Produced
Surplus or Deficit
Lbs. N
Per Ac. *
Total
Acres Lbs. N Month of
Utilized A ?lication
Totals from above Tables
Acres
.S
Lbs. N
Utilized
-�-lo 0
'7 ta.-0
LTG,
„NOTE: The Waste Utilization Plan must con tain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrients or other
elements.

See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop
No.
1, 1-, 3
Application
Rate (In/Hr)
�.S
...................
Application
Amount (In.)
.S
THIS TABLE LS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL
BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for /eD days of temporary storage and the temporary storage
must be removed on the average of once every ( MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation /rj " p
Call the local Natural Resources Conservation Service (formerly Soil Conservation
Service) or Soil and Water Conservation District office after you receive the waste
analysis report for assistance in determining the amount per acre to apply and the proper
application rate prior to• applying the waste.
Narrative of operation: 1411 41 L JAs 11 orc. 8. ,ac a t ebA54_I
Cri$l: . Reduc.E2. plJa "l! �-�n�/Is:, Ant A DWI t 34
Lb AL of rok I.4 ;,J S
FLin1 97.
g�z•��3
4

WASTE IZA,TION PLAN AGREEMENT
Name of Farm: T'
Owner/Manager Agreement
I (We) understand 'and will follow and
implement the specification and the operation and
maintenance procedures established in
farm named I (we) mow that the
approved animal wane utilization plan for the
waste treatment above.bt anIstorage y expansion to the existingdesign system or construction ofnew facilities willrequire a new
capacity of the
certification to be submitted to the Di
the new vision ofEnvironment Management (DEM) before
animals are stocked. I (we) also understand that there must be no
animal waste from this system to surface wasters of the state fromdischargenof
severe than the 25-yfar, 24-hour storm_e a storm event less
Farm office and at the office of the local Soil and Water Conservation
available for review DEM upon request.
planapproved will be filed on -site and the
4 District and will be
Name of Fa ci ty '
(Please print)
Signature:
__ Date:
Name ofManager(Ifdifferent from owner):_
Signature:
_ Date:
Name of Technical Specialist: (Please print)
Affiliation:
Address (Agency):
Signature:
Date: 't

tiv .vA vv { w1{�,`" ■■T'JQ. ,Ay j��v1T
��2tv:$'•� ,,.v.-. x_ ,.x�tarz `JL, �l�`yJvµ}:�''�rij
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters ofthe 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 the assessment of civil penalties of $10,000 per day by the
Division of Environmental Management for every day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has Iong term access to adequate land on which to properly apply the waste.
Ifthe producer does not own adequate land to properly dispose of waste, he shall
provide NRCS with a copy of a written agreement (sample enclosed) 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 tie operation, increase in the number of animals, method ofwilization,
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 forother 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 runoffleaves the field. These filter strips will be in addition to "Buffers"
required by DEM. [See FOTG Standard 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 the wind is blowing.
6. When animal waste is to be applied on acres subject to flooding it will be soll
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 Technical Reference - Environment file for guidance.)

avAN
REQUIRED SPECIFICATIONS
(continued)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration
runoff does not occur offsite or to ration rate such that
case drift from the site duringapplication. �waters
sondin a method which does not
control conditions conducive to odor or flies andprovide�o�d occur in order to
uniformity of application..
8. Animal waste shall not be applied to saturated soils, during rainfall events, or whe
the surface is frozen.n
9. Animal waste shall be applied on actively
more than 20 to 25 percent of the leaf area ts overed ng Ps in such a manner that no
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on
with a high potfential for leachin P soils
be held to a g. Waste nutrient loading rates on these. soils should
minimum and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to planting of the crop
on bare soiL o P
11. Animal waste shall not be applied closer than 25 feet to distance
may be reduced for waters that are not perennial provided surface
ate vegetative filter
strips are present. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than I00 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of d owned by the landowner, dwellings other than those
14. Waste shall be applied in a manner not to reach other property and public right-of-
ways.
15. Animal waste shall not be discharged into surface waters, drainageways or wetlands by
a discharge or by over -spraying. Animal waste may be applied to prior converted
wetlands 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, and only then at agronomic rates provided the g
causes no runoffor drill from the site. application

•
REQUIRED SPECIFICATIONS
(continued)
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
17. Lagoons and other uncovered waste containment structures must maintain a maximum
operating level to provide adequate storage for a 25-year, 24-hour storm event in
addition to the one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Ifneeded, 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 considerkd appropriate. Lagoon areas should be kept mowed and accessible.
Lagoon berms_and structures should be inspected regularly for evidence of erosion,
leakage, or discharge.
19. 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.
20. 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.

•
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE •
(Joins sheet 19j
Thy., map was compiled by U_5 f]epar trnent of Agi'culture.
Soil Conservation Service and cooperating agencies t,n 1973
phoiographyoblarned froth U.S. Department al Interior,
Geological Survey.
5000 4000 300T 2000
1 .5

Ks 1

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a
important to manage levels o that you do not have problems ems during
wet periods, priority. Ite is especially
extended rainy and
Maximum storage capacity should be available in the lagoon
receiving crop is dormant (such as wintertime for bermudagrass)
extended rainy spells such as the thunderstorm g for periods when the
that at the first signs of plans thin the later winter/earlythe ) or when there are
a farm waste management of plant
growth in summertime, This accordingmeads
reserve lagoon spring, irrigationtoto
liquid. This will make storage pace available land is periods. In the late summer/early fall the lagoondry enough o
markerthe lagoon for future wet
(see Figure 2-1) to allow for winter torashould Ev be pumped down to the low
maintain the lagoon close to the minimum liquid levelas
as the weather
be made to
utilization plan will allow it.
long as weather and waste
Waiting until the lagoon has reached its maximum storage capacity
irrigate does not leave room for storingg before starting
Overflow from the lveoon for r excess water during extended wet rods to
state law and subject to reason except a 25-year, 24_hour storm is adviolation of
Penalty action.
The routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam.
Fescue or common bermudae
covers. The vegetation should be fertilized each common vegetative
t
maintain a vigorous stand. The amount of fertilizer year, applied needed, should
to
based on a soils test, but in the event that it is not
a soils test each should be
Year, the lagoon embankment and surrounding tical to otein
should be fertilized with 800 pounds per acre of 10-10-10 or
equivalent. areas
,
• Brush and trees on the embankment must be controlled. This
done by mowing, spraying these by grazing, chopping, or a combination oof e
This should be done at Ieast once a
possibly twice in years that weather conditions are favorabledfor
heavy vegetative growth.
NOTE: If vegetation is controlled b
the lagoon water. Such chemicals could harmg[hehbactebrilaide must not be allowed to enter
the waste,in the lagoon that are treating
Maintenance ins
the ininspections of the entire lagoon should be made during the initial
the lagoon and anleadest mont monthly
and after major rainfall and storm events.
filling of
the following: Items to be
c• Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look
1. separation of joints ook for 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 of 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 or 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

m
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 inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading 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 occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the 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.

• 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 phosphores, 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 p
PHONE N LAiI!
DIVISION OF WATER QUALITY (D UMBERS
EMERGENCY MANAGEMNET SERVICES
SOIL
NATURAL RESOURCESTECONSERVATION DISTRICT(
9'tvl `i3G -�
CONSERVATIOEICE NRCS
COOPERATIVE EXTERSION SERVICE (CE �`�"� nr
S) ) �
This plan will be implemented in the event that/,
overflowing or running off site, wastes from your o ~~�
propertyYou should not wait until wastes reach surface
or let ensure that ttsodoensider as ten operation are leaking,
effort
to for all employees you have a should You posted
inld waters
take.loP Yees at the facility.
This plan should be make every
Y. The followingposted s you accessible d
are some action items should
1 • Stop the release of wastes. possible. e. Suggested responses Depending
on the situation, this
A. possibleproblems are mayoremay not be
Lagoon overflow- belwo.
possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields a c. Stop all flows to the la tan acceptable rate.
d. Call a pumpin goon immediately.
e.ra
Make sure no surface water is entering lagoon.
B. Runoff from
waste application field -actions include:
a. Immediately stop waste a
b. Create a temporarypplication.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the r rsion to contain waste.
e. Evaluate the application rates for he fields whe the runoff.
C. Leakage from the waste i here runoff occurred.
pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses
solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house,flush systems,E.Leakage or solid separators.
from base or sidewall of lagoon. Often this is
to flowing leaks -possible action:
seepage as opposed
a. Dig a small sum
put a submersible r ditch from the embankment to
seepage, If holes area caused pump, andp catch all
bholes andsed animals trap orack toa lagoon.
c. Have a compact with a clay. type soil. or remove animals and fill
professional evaluate the condition of the side walls
as soon as possible.
alls and lagoon

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number.: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriffs Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone: •
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: , =. AF-. , CA
b. Phone: :'fo - :5'52-t4rn
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
052019
Vdatelikelity
rt!:z:i+'3f�i� v�.wapww,vwu�(A

Source
Flush Gutters
EXcessive
Growth
Feeders
Feed Storage
%nuns) Holding Areas
PfTth
bar 11, 1996
INSECT CONTROL C
use HECKLIST FOR ANIMAL OPER4TIO NS
Accumulation of solids
Crusted Solids
Feed Spillage
Accumulations of feed residues
Accumulations of anirn®! wastes
and feed wastage
(1 Flush system is
sufficient/ designed
sufficiently to remove a and operated
�.'I from gutters °cumulated
Rembridging ove as designed.
of accumulated solids at
discharge
aintain lagoons,
minimize where pest breedingttling basins and
of no rnohe crusting of solids
to ant to
depth
30% of surface.
e theB-8 inches over more then
aintain vegetative egetativa _
lagoonse nd other imcon along banks of
Dons
along don o f deca yin rgentstat to prevent
(0,, Systems)
edge on impoundment matter
( _ 1 is Perimeter.
y °sign,
operate
of
and ate and maintain feed
systems decaying
troughs
an up Pillage n
wastage.
, to minimize the accumulation
interval during summer;a routine basis
'f 1 du 1 S_ (e.g. l duo day
S-educe a moisperture
accumulation within interval during winter).
wring drainage awayo
feed storage area around
insadeuring Contain Y from site by
ent
�1 l� ducs).grarn and similar high hewed �n fo�ydinB
nspact for moisture grain
solids and remove or brew
s in filter stri
L1 Eliminate Ps around feed s o accumulated
!ow area that trap
and other locations forage as needed.
and ations where P moisture along fences
sturbance b waste
aintain fence Y animals is accumulates and
s nc° minimal.
(i.e.holding areas to minimize and filter strips arou
nd animal
solids inspect needed). accumulations of wastes
P accumulated
Site Specific Prac

Dry Manure Handling Accumulations of animal wastesemove spillage on a routine basis (e.g. 7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
�(-)-Provide_for adequate drainage around manure stockpiles.
( spect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( 1 pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
-(Landowner Signatur)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
MIC--November 11, 1996

Source
Farmstead
Animal body surfaces
Floor surfaces
Manure collection pits
Ventilation exhaust fans
Indoor surfaces
Flush tanks
Flush alleys
Pit recharge points
Lift stations
Outside
drain collection
junction boxes
ud of drainpipes at lagoo
?oon surfaces
ton sprinkler nozzles
November 71, 1996
SWINE F
cause ARM W ASTE MANAGEMENT ODOR CONTROL CHECKLIST
s to Minimize Odor
Swine production
Wet manure -covered floors
Urine
Pantsl micorbial decomposition
Volatile gases;
Duet
Dust
liquid Lion of recycled lagoon
whiles tanks are filling
ovation during wastewater
Yanance
IAgitation of recycled lagoon
while pits are filling
A
arid
draw during sump tank filling
Agi
tation during Wastewater
conveyance
n Agitation during wastewater
Volatile gas emissions
Biological mixing
Agitation
Nigh pressure agitation
Wind draft
--�"veTletabve or wo
ornrnoiled buffers;
preUcase�� best
management
�► Good judgment and co
ry floors
4-57Otted 1oore;
rs located over
(1 Feeders at high slotted floors;
(1 Scrape end of solid floors;
_°pe manure buildup from floors;
erflDpr Ventilation for drying.
equent manure removal by flush,pit
recharge,or scrape
-nderfloor ventilation
Fen maintenance;
icient air movement
1-1 Feed
between groups of
d additives; animals
(1 Feeder covers;
(1 Feed delivery downspout extenders to
feeder covers
(1 Flush tank covers
( ) Extend fill lines to near bottom of
tanks with anti -siphon vents
Underfloor flush with underfloor
ventilation
() Extend fechard lines to
Pits with ant( -siphon vents
ar bottom of
() Sump tank covers
() Box covers
(1 Extend discharge point of pipes
underneath lagoon liquid level
1 Proffer lagoon
.(Correct lagoon.(squid capacity
Or startup procedures
Minimum surface area -to -volume ratio
on
1 j Mechanical aeratio when pumping
()Proation
ven biological additives
(mate on dr
..... M emurecommended
mme with little or no pressure
m re nded operation
,(-1 P intake near la idsr pressure
ump from lagoon liquid surface
m second -stage lagoon
Site Specific practic

..t
Storage tank or basin
surface
Partial microbial decomposition
Mixing while filling
Agitation when emptying
Settling basin surface
Partial micobial decomposition
Mixing while filling
Agitation when emptying
Bottom or midlevel loading
(1 Tank covers
() Basin surface mats of solids
() Proven biological additives or oxidants
() Extend drainpipe outlets underneath liquid
level
() Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading
+spreader outlets Volatile gas emissions
(► Soil injection of slurry/sludges
() Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry
or sludge on field surfaces
Volatile gas emissions while drying
() Soil infection of slurry/sludges
() Soil incorporation within 48 hours
( ) Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals
Carcass decomposition
Dead animal disposal
pits
Carcass decomposition
1 1 Proper disposition of carcasses
() Complete covering of carcasses in burial pits
() Proper location/construction of disposal pits
incinerators
Incomplete combustion
() Secondary stack burners
Standing water around
Facilities
Improper drainage
Microbial decomposition of
organic matter
Manure tracked onto public Poorly maintained access roads
roads from farm access
�41--Grade and landscape such that water drains
away from facilities
,i-i Farm access road maintenance
1
Additional Information:
Available From:
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 Fluse--Lagoon Treatment; EBAE 129-88
Lagoon Desig 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 Assuranc 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
NCSU-County Extension Center
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-Swine Extension
NC Pork Produces Assoc
NCSU Agri Communications
Florida Cooperative Extension
the issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
1 certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowner 5ignature
'.MOC--November 11, 1996

e
MORTALITY MANAGEMENT. METHODS
(check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any_flawing steam or public body of water.
Rendering at a rendering plant licensed under G. S. 106-168.7
( ) Complete incineration
( ) In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
( ) 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 of the State Veterinarian must be attached)

NOW OR FORMERLY
JAMES A. EZ Z E LL
BK.674 PG. 24
F. M.
0
HEIRS :
/JOHNSON
\
E.I.
-0
♦
Q
E.C. M.
137.13'
—N40°49'29"E
88° 03 37
313.45'
JAMES D.
WEST
BK. 1101
PG. 664
o'
O
0
0
h
0
•
s
0-
0
E.1.S.
0
\\Se
a
S°01'19"W
199.96'
P.K. NAIL
.I.S.
6 70. 74'
0
23.41 ACRES t
a
S 54°05'54"W
199.85'
K. NAIL
DEED REFERENCE: BK. 1153 PG. 272
■
0
571°52'16"W
214.68'
S60°19'14"W
• 214.91'
•
DELWAY FARMS
BK. 1035 PG.760
S 89 ° 31' 35" E 1887. 06'
1216.32'
15. 16 ACRES ±
r—N86 °20'16"W
S83°45164 142.18'
146.98'
•
P. K. NAI
P. K. NAIL
P.K. NAIL
e
0
S 58°05'29"W
384.20'
P.K. NAIL
S 57°49'59"W
199.98'
P.K. NAIL
1. S.S
SURVEY FOR
RONNIE DEWI T T SMITH
a' WIFE ELLEN PEARSON SMITH
FRANKLIN TWP., SAMPSON CO., N.C.
•
87 94
N 16°35'54"E
r_ �1.S.S. I71.12.
N 60°02'43 "E
212.54'
N LAG!11
3 �
9. 50 ACRES ± I. s. s.
502.43,
_N TB°53'in
LAGOON 1
N
co
CO
EXISTING
HOG HOUSE
FOUNDATION
•
a
.S.S.
v
a
O �
0
O
°
N
0
E.1. S.
1961 H12ION 3113N9VW
NASH JOHNSON 8 S(
FARMS, INC.
BK.807 PG.454
P.K. NAIL
T/
Z .7-214f4?"Vq4; T TO Sce
N 2.32'��W
122.321
2
• 1.S.S.
580°4I'01"W 93.85'
�r'=S51°15'31"W 168.31'
I.S.S.
WILLIAM E. JOHNSON, JR.
BK.846 PG.608
BK. 625 PG. 66
LEGEND:
E. CA( s EXISTING CONCRETE MONUMENT
E. I.S. • EXISTING IRON STAKE
E. I. P. i EXI STING IRON PIPE
I.s. s. = MRON STAKE SET
t = CENTER LINE
1, WILLIAM G. M001
s1 MEETS THE
PRACTICE AND TN
CLOSURE IS I: 5C
WiLLIA$t(
•
•• 1
411
DATE OF SURVEY
FEB. 10, 1994
SCALE
= 300'
WILLIAM G. MO(
REGISTERED LAND S URV
GARLAND, NORTH CARO.