090126_CORRESPONDENCE_20171231

RECEIVED
MAR 0 7 ZOOS
ANIMAL FACILITY ANNUAL CERTIFI TION FORM
_ FA LLE REGIONAL OFRCE
Certificate of Coverage or Permit Number �'�Qq 1,1& Count ear 2045
Facility Name (as shown on Certificate of Coverage or Permit) Ro*,T+ �GSSc.�.p
Operator in Charge for this Facility �ohext 3GSSTCertification #
Land application of animal waste as allowed by the above permit occurred during the past calendar year
--- r YES NO. If NO, skip Part I and Part II and proceed to the certification. Also, if animal waste
was generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I : Facility Information:
1. Total number of application Fields C or Pulls .(please check the appropriate box) in the Certified Animal
Waste Management Plan (CA vN'MP): S Total Useable Acres approved in the CAWMP
2. Total number of Fields ❑ or Pulls $ (please check the appropriate box) on which land application
occurred during the year: $ Total Acres on which waste was applied Aq . GI
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit: _ Jo. 540
]. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year tons L or gallons ❑ (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest 59% l 5 _-- _—
Smallest 14- 0 t
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average numbers)
8. Facility's Integrator if applicable:
Part ii: Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
Only animal waste generated at this facility was applied to the permitted sites during %Yes ❑ No
the past calendar year.
AFACF 3-14-03

2. The facility was operated in such a way that there was no direct runoff of waste from !*Yes �7 No
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
I There was no discharge of waste to surface water from this facility during the past Yes 7" No
calendar year.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during Yes `21 No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the Yes ❑ No
levels specified in this facility's CAP during the past calendar year.
6. All land application equipment was calibrated at least once during the past calendar year. Yes n No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon l Yes E1 No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was designed.
8. A copy of the Annual Sludge Survey Form for this facility is attacted to this Certification. LI Yes I No
��,,�� 'per a r,ot rEC e� a w►.+; l A0001
`J. E'�tEX Soils analysis ere perfo ed on ea h field rco�iving Animal waste during the % Yes ❑ No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year?
Yes 0 No
11. All required monitoring and reporting was performed in accordance with the facility's
Yes ❑ No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during
Yes ❑ No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality.
13. Crops as specified in the CAWNIP were maintained during the past calendar year on all
';; Yes No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAWMP for this facility were
)(Yes a No
maintained during each application of animal waste during the past calendar year.
"I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
ttee
or
Signature of Operator in Charge
(if different from Permittee)
AFACF 344-03 2
�- IZ7- 0(0
Date
Date

ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number NC,A A09 lA(a County ��u.d e.�._ Year 2001
Facility Name (as shown on Certificate of Coverage or Permit) Kobcrf ss
Operator -in Charge for -this Facility: ' '—kobe irf - 3e ss u-,n Cortification # 199 2 Z
Land application of animal . waste as.allowed by the above permit occurred. during the past calendar year
YES NO. If NO, `skip Part I and Part.II and proceed to the; certification: - Also,: if animal waste
was generated -but not land applied, please attach an explanation on how the animal waste was handled.
Part I : Facility' Information:
1. Total number ..ofapplication-Fields d'�orPu_I_Is.)L(please check -the appropriate: box) in the Certi$ed Animal
Waste Management Plan (CAWMP): g Total Useable Acres approved in the CAWMP
2. Total number of Fields ❑ or Pulls l (please check,the appropriate box) on which land application
occurred during the year: $ Total Acres on which waste was applied AS .69
3. Total pounds of Plant Available Nitrogen (PAN) applied during 'the year for all application sites:
4. Total pounds of Plant Available Nitrogen (PAN) allowed to. be land applied annually by the CAWMP and
the permit:
5. Estimated amount of total manure, litter and process wastewater.sold.or-given to°other persons and taken
off site during the year O tons ❑ or gallons ❑ - (please check the appropriate box)
6. Annual average number'of animals by type at this facility during the previous year:.
7. Largest and smallcst number of animals by type at this facility at any onetime. during the previous year:
Largest
Smallest
(These'numbers are'for informational purposes. only since the only permit limit on the-#=b_er of animals
:at the "ty 1is the. annual .average_ .numbers};
S. Facility's • Integrator, if applicable:
Part H: Fa5ft Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY .THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILITY -BACK INTO COMPLIANCE.' ­
1. Only animal waste generated at this facility was applied to the permitted sites -during )(Yes ❑ No
the past calendar year.
AFACF 3-14-03

2. The facility was operated in such.a way that there was no direct. runoff. of waste from Yes ❑ No
the facility (including'the houses, lagoons/storage ponds -and the' application' sites) during
the past calendar year.
3. There was no discharge of waste to surface water from this facility during the past f�l. Yes ❑ No
calendar year.
4_ There was no freeboard violation in any lagoons or storage ponds at this. facility. during 4 Yes ❑ No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the $ Yes ❑ No
-levels'specified in thisfacility's CAWMP during the past calendar year.
6. All land application equipment was calibrated at least once during the past calendar. year. Yes ❑ No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon � Yes ❑ No
was designed or reduce the °lagoon's minimum treatment volume to less than the `volume
for which the lagoon was designed.
8. A copy of the Annual Sludge Survey Form for this facility is attached to this ,Certification. Yes ❑ No
9. Annual soils analysis were performed on -each field receiving animal waste during the : Yes ❑ No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year? 1 Yes ❑ No
11. All required monitoring and reporting was performed in accordance with the facility's Yes ❑ No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during 1 Yes []No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality. .
13. Crops as specified in the CAWMP were maintained during the past calendar year on.allI Yes ❑ No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAWNIP for this facility were Yes ❑ No
maintained during. each application of animal waste during the •past, calendar year.
"l certify under penalty of law that this document and all attachments were prepared under -my direction or
supervision. in accordance with a system designed to assure that qualified personnel:properly gatherand
evaluate the information submitted. Based on my inquiry of the person or persons who manage the ,system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. I am aware that there are :significant penalties for
submitting false information, -including the possibility of fines and imprisonment for knowing violations."
M. J
Date
different from Permittee)
AFACF 3-1 "3 2

t-
Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number
B. Lagoon Identification bete- Te ru gA
C. Person(s) taking Measurements _ t o S ingd.41f
D. Date of Measurements a } I
E. Methods/Devices Used for Measuement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
c. Thickness of the sludge layer if making a direct measurement with 'core sampler"
F. Lagoon Surface Area (using dimensions at the inside top of bank): E •� (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 acres, !? t` acres x S = _ - , with maximum of 24.
fusing sketch and dimensions, develop a uniform "grid' that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement-)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet-.
I. At the time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole): , .
J. Determine distance from Maximum Liquid limit to Minimum Liquid Level: r
(Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid
Level: fLemJ - Item f, assuming liquid fevet is below Max. Liq.
present Level:
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measuement points):
M. Record from the sludge survey data sheet the distance from the present liquid surface level
to the top of the sludge layer (average for all the measurement points):
�t
N. Record from the sludge survey data sheet the average thickness of the sludge layer:
0. Calculate the thickness of the existing Liquid Treatment Zone (Item M - Item K):�
(Note: If item 0 is less than 4 ft-, a sludge removal and utilization plan may be required by
N.C. DWQ: See. your specific permit or contact DWQ for more information.)'
P. Proceed to the sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope. J
Completed by: ou r�t+ Data:: 7
Print Name Signature

Y-
Sludge Survey Data Sheet
Completeci By: y:Q_4 rw
Print blame
Lagoon Identification
ignaEvre
Waber4
Date:
3•��
Grid r ....•.
Point Distance from liquid surface Distance from liquid surface Thickness of sludge
Nn. to top of sludCa to lagoon bottom (soil) layer
of
•
Mrww
' All Grit} Points and corresponding sludge layer thickness must be shown on a sketch
attached to this Sludge Survey Data Sheet.
Ccn•:ersion Table =rcrn Inches 10 `enths of feet
In2zes
Tenlh= =t fee!
trChes
Tenths of fee:
1
0.1
7
0.6
2
0.2
B
0.7
3
UZ
9
0.7
4
E.3
10
O.a
0.9
s
C.=
1?
1.0

Lagoon Sludge Survey Farm
A. Farm Permit or DWQ Identification Number I -- %a
S. Lagoon Identification
C. Person(s) taking Measurements J Lambi
D. Date of Measurements "k _g_ o
E. Methods/Devices Used for Measuement of.
a_ Distance from the lagoon liquid surface to the top of the sludge layer
n
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
c. Thickness of the sludge layer if making a direct measurement with 'core sampler"
F. Lagoon Surface Area (using dimensions at the inside top of bank): -!� • is (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area-)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 acres, a. � acres x fi = M. with maximum of 24.
(using sketch and dimensions, develop a uniform 'grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet".
I. At the lime of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole): g
J. Determine distance from Maximum Liquid limit to Minimum Liquid Level: t>
(Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid
Level: ItemJ - Item 1, assuming present liquid level is below Max. Liq. Level:
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measuement points):
M. Record from the sludge survey data sheet the distance from the present liquid surface level q
to the top of the sludge layer (average for all the measurement points): %. rl
N. Record from the sludge survey data sheet the average thickness of the sludge layer: •6
D, Calculate the thickness of the existing Liquid treatment Zone (Item M - Item Ky. ,
(Note: If item D is less than 4 ft., a sludge removal and utilization plan may be required by
N.C. DWQ. See. your specific permit or contact DWQ for more information.)'6
P. Proceed to the sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by: `% ►tine Date: .2 —?_ d
Print Name Signature

Sludge Survey Data Sheet
Lagoon Identification: &-led J& Ssap
Completed By:
Print Larne
Date:
(.5) (B)
Grid
Point Distance from liquid surface
No. to top of sludge
(C) (D)
Distance from liquid surface Thickness of sludge
to lagoon bottom (sail} laver
Ft. & inches
Feet (tenths)
Ft. & inches
Feet (tenths)Ft. & inchas
Feet (tenths)
2
3
4
5
!
ra
1046
7
'T o
o
. o
8
.7
D.
3 • p
9
7. S
v. l
J.0
1D
o
!a. qa.�
11
,q
0.4
a_
12
ex 9>
13
7. 7
10: e
3. 1
14
o .
,2. t:
15
o
b R
�•'7
to
17
13
19
20
21
22
23
24
ereg= fv
10.7
a. O
All Grin! Points and corresponding sludge layer thickness must be shown on a sketch
attached to this Sludge Survey Data Sheet.
Conversion 'table =ram Inches to Tenths of fee:
Ir. es
Tenths :f feet
Inches
Tenths of feet
1
0.1
7
0.5
2
0.2
8
0.7
3
0.2•
9
0.7
4
C.3
10
08
5
0.--
11
0.9
5
C.-
12
1.0

081

July 28, 2005
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
RECEIPT # 7002 2410 0003 0274'6907
Robert Jessup
Robert Jessup Farm #2
PO Box 608
Elizabethtown, NC 28337
RE: Sludge Survey Testing Dates
Facility # 9-126
Bladen County
`Dear Robert Jessup:
Michael F. Easley, Governor
Williarn G. Ross Jr., secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
The Division of Water Quality (DWQ) received your sludge survey information on
March 1, 2005. On your behalf, Kathy Dugan requested an extension of the sludge survey
requirement for the lagoon at Robert Jessup Farm #2. Due to the amount of treatment volume
available, DWQ agrees that a sludge survey is not needed until 2007. The results of the 2007
sludge survey are to be submitted with the Annual Certification Form that will be due on March
1, 2008.
Thank you for your attention to this matter. If you have any questions, please call me at
[phone].
Sincerely,
Keith Larick
Animal Feeding Operations Unit
CC. File# 9-126
Mark Brantley, Fayetteville Regional Office
Kathy Dugan
Carolina
dVllrll ddy
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http:#h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

�OF NNATFRQ Michael F. Easley, Governor
William G. Ross Jr.. Secretary
r!7 r North Carolina Department of Environment and Natural Resources
0 Alan W. Klimek, N.E. Director
Division of Water Quality
April 12, 2007
MEMORANDUM .I— 1
To: . Fayetteville Regional Office, DWQ-APS APR 16 2V
From: Duane Leith 1D L D�IA-FAYEif�Vlll- ERt�I4iVALOF�CE
Subject: Animal Waste Management System COC Renewal Application
Waste Utilization Plan signature page for facility 9-126
Note: This WUP signature page replaces the unsigned page 7 of the WUP. You were sent one of the
two copies of the WUP which were received in the Central Office December 9, 2006 for facility 9-126,
the Robert H. Jessup Farm #2.
vu
NorthCarolina
AVafrrra!!y
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]
Internet: w ww.ncwater uali .or Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: (919) 71 5-6048
An Equal Opportunity/Affirmative Action Employer— 50% Recycledl10% Post Consumer Paper Customer Service: [phone]

NUTRIENT MANAGEMENT PLAN CERTIFICATION
Name of Farm:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner:
Signature:
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
T
Signature:
Please Print
Sonya Johnson Barber
Harvest Net, Inc.
P.O. Box 32
Council, NC 28434
[phone]
Date
Date
t
Page: 7

State of North Carolina Pe O
Department of Environment, Health and Natural Resources
Division of Water Quality RECEIVED
Non -Discharge Permit Application Form / Survey W�RQU?Ll s�c�loN
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) so 2 3 1997
General Permit - Liquid Animal Waste 0per.1#ow�.p 1`-
The following questions have been completed utilizing information on file with the
Division. Please review the information for completeness and make any corrections
which are appropriate. If a question has not been completed by the Division, please
complete as best as possible. Do not leave an queue Mftsvt twed.
Application Date: +M-7 C., I 1991
I. REQUIRED ITEMS CHECKLIST F,.ky,�-FV'hL
Please indicate that you have included the following required items by signing your Uu Ts i thes ace provided next to each
item.
Applicants initials
I . One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
2. Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed;
3. Two copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWMP, one must be completed prior to submittal of a general permit application
for animal waste operations.
I I - GENERAL INFORMATION:
1. Farm's name: Robert Ti Jessup Farm #2
2. Print Land Owner's name: Robert Henry Jessup
3. Land Owner's Mailing address:
City: Elilabethtown.Zip: 28337
Telephone Number: 210-862-3115
4. County where farm is located: Bladen
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified):
6. Print Farm Manager's name (if different from Land Owner):
7. Lessee's / egrator' name (if applicable; please circle which type is listed): Prestage Farms
09 - 126
FORM: AWO-G-E 2/26/97
Page 1 of 3

III. OPERATION INFORMATION:
1. Farm No.: 09-126
2. Operation Description: Swine operation
Feeder to Finish
5145 - Certified Design Capacity
Is the above information correct? 0 yes; 0 no. If no, correct below using the design capacity of the facility.
Type of Swine No. f Animals type of Poultry No. of Animals Type of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: __No. of Animals:
7
3. Acreage cleared and available for application: ; Required Acreage (as listed in the CAWMP):
4. Number of Lagoons: 1 ;Total Capacity: 13 Cubic Feet (ft3)
Number of Storage Ponds: ; Total Capacity: Cubic Feet (0)
5. Is animal waste being applied on any field which has subsurface drains? YES or NO (please circle one)
6. Are subsurface drains present in the vicinity of or under the lagoon? YES or NO (please circle one)
IV. APPLICANT'S CERTIFICATION:
1, ipmezr �3S op
(Land Owners name listed in question I1.2), attest that
this application for + SyP �/ (Farm name listed in question II.I)
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 return �meincompl
Signature Date el� 7 /
V . MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I,
(Manager's name listed in question I1.6), attest that this
application for (Farm name listed in question II.I)
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 as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: AWO-G-E 2/26/97 Page 2 of 3

A_%;3_ AL WXSTR XXITAGZH= PLAN CRRTIFICATIOH FOR N W OR RTVA2,TDED FEEDLOTS
Pleas& return the compisted form to the Division of Smviroaaental Haaagaaseat at
the address on the reverse side of this form.
Name of farce (please print) :_a��d4_19 •� Sw ��+'t+
# Z
Address:_. _20, gn-m 668
if/is�4(x t�¢s��Y IIG Z_8397-- Phone No. o- $ Zr •r
-Coynty:
Farm location: Latitude and Longitude:!W a Lr /_j _9LP I2"(required). Also,
please attach a copy of a county road map with location identifie .
Type of operation (swine, layer, dairy, etc.)
Design capacity (number of animals):
Average size of operation'(12 month population avg.):
Average acreage needed for land application of waste (acres)i
Qara:arraraarrarrrrra:rrrrrrrsaarrrerrsarrera:arras,nararaasaraarrrrrrrrarrar3arr
'Pechaical Specialist Ceztificatioa
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAG 2H.0217 and
15A NCAC 6F .0001-.0005. The following elements and their cories'pondinq minimum
criteria -have —been —verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buYfers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party); access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater zynoff events le s severe,than the 25-year, 24-hour
s t o rm . `1A e - eAP0 f r'* r+pp�%s.t7S.T •�o r�++7�Lr .r i-yS;,t' jc:t - ••� C j?,,. �� �Pv� fall
Name of Technical Specialist (Please Print) :ii�1+w��r • L_fJiF+P�V��
Affiliation: -Al?gg
Address (Agency): -Phone No. /0- «�
Signature:r Dae-GA�'�, �� Date:
s,aaraaarrr raarrrrr r rrrra rsrrrr�rrra rr r3r r3rarrr�rair7ri r3rrrar�araa�ra
Owner/iianager Agreement
I owe) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour' storm. The
approved plan will be filed at the farm and at the office of the local Soil and
water Conservation District.
Na^e of Land O-wmer (Please Print): e r lTQ.•vv ASS v
Signature: !Y ..��-�E� — - Date: _ S
Haae of Manages, if different from owner (Please print):
Signature: Date:
-note: A change in land ownership requires notification or a
(if the approved plan is changed) to be submitted to
Environmental Management within 60 days of a title transfer.
DEM USE ONLY : AC!r044
new certification
the Division of

a46- Ti- 7zT ir'
2-9 f• SSR I
SWINE WASTE SYSTEM DESIGN
for
PROJECT
Table of Contents
Page #
Cover Letter With Volume Estimates ...................................... I-Z
Location/Topographic Map(s)...............................................
_
PlanMap.......................................................................
4
SoilsMap.........................................................................
S
Site Evaluation (page 1 ) .......................................................
Site Evaluation (page 2)......................................................
7
Soils Boring Log/Evaluation (page 1).....................................
a
Soils -Boring Log/Evaluation (page 2) ......................................
q
Design Calculations (page 1)...............................................
Design Calculations (page 2)...............................................
Design Calculations (page 3)................................................
Operation and Maintenance Plan (page 1) .............................
, 3
Operation and Maintenance Plan (page 2) ..............................
i'+
Construction Specifications (page 1)....................................
15
Construction Specifications (page 2)....................................
I �,
Waste Utilization Plan (page 1)............................................
17
Waste Utilization Plan (page 2).............................................
rB_
Waste Utilization Plan (page 3)............................................
__2
Seeding Specifications........................................................
26
Excavation Estimates...........................................................
ZI-23
FillEstimates......................................................................
Z±�
Livestock Waste Sampling (page 1)......................................3+
Livestock Waste Sampling (page 2) ......................... ..............
35
Livestock Waste Sampling (page 3).......................................
36
Topo/Grid Plan View..........................................................
37
Typical Cross -sectional View ................................................
38-4-0
Hazard Classification Sheet .................................................
4-1
Support Drawings (if needed) ...............................................
Wetland Determination Report (if needed) .............................
4z -43
Other...............................................................................
.
Other................................................................................

L`
122 Agriculture scrvices Center
zr United States SOF1 Eliztbcthtown, NC 28337
Department of Conservation [phone]
Agriculture Service
OPERATOR: 7ZAII-� 1�• _ ss�.,E, $ `Z
This is your animal waste system design and specifications. Please review it carefully. Retain this
plan for your use and records. NCDEM now requires all designs and waste management plans to be
available on -site in the event of a regulatory spot check.
It is strongly recommended that you, your contractor and designer are in agreement as to how the
waste storage/treatment/utilization system is to be constructed. If further layout is required by the
contractor than is provided, feel free to contact the designer in order to avoid any confusion. It is
important that everyone understand what is expected so that final construction/seeding meets plans and
specifications for certification. If SCS is asked to certify construction, a stand of approved permanent
vegetation or evidence of seeding and mulch will be required on all lagoon dikes and surface water
diversion(s). You may seed pad areas later and install surface water structures following the final
construction phase if you wish.
As you requested, this design contains no added volume for sludge (solids) that will accumulate over
time. Sludge will be removed as needed, however to maintain the efficient operation of the system.
A review has been made of the site for cultural resources. None are evident, but you should observe
the construction process for possible finds. If so, contact our office.
The actual amount of material required far pads and dam may vary from the estimates. The design
attempts to balance cuts and fills as close as possible. If additional material is required after
construction is complete on the lagoon, the contractor and owner will negotiate on the price and
location of borrow areas. Any movement of topsoil (recommended for vegetative purposes) is in
excess of amounts specified below. Any borrow area used for lagoon liner material is to be approved
by SCS prior to use.
NOTE: Design capacity — 1013 9 5 2- Cu. Ft.
(excludes 2' freeboard)
Regular excavation estimate — 22 359 Cu. Yd.
Excavation/fill for liner Cu. Yd.
Embankment estimate = 13 7Z9 Cu. Yd.
Estimation of pad fill = 19433 Cu. Yd.
_M: 1 Cut -Fill Ratio
SCS JOB CLASS -Z
Designed by: .9 A(,.,._, C �•,.. Date
Design Approval: AL_,�_ g Date z Zz
The Soil Conservation Service
Vis an agency of the
Department Of Agriculture

NAME: ROBERT JESSUF'
COUNTY: DLADEN
TYPE OPERATION: 5145 FEEDER -FINISH
TOTAL REQUIRED VOLUME
TOTAL DESIGN VOLUME AVAILABLE
ESTIMATED:
, VOLI.IME OF LAGOON EXCAVATION
VOLUME OF EXCAVATION ON PAD
-VOLUME OF PAD FILL
VOLUME OF DAM
TOTAL EXCAVATION
TOTAL FILL
1006062 CU FT
1�►13V52 CU FT
CUT - FILL RATIO 0.99 :1
22358 CU YDS
624 CU YDS
22932 CU YDS
9433- CU YDS
13729 CU YDS
23162 CU YDS
DUE TO LOW CUT FILL RATIO MATERIAL WILL BE BORROW FROM
ADJACENT AREA TO COMPLETE THE JOB.
SOME CLAY LINING WILL BE REQUIRED AT NORTH WEST END OF
LAGOON.
TOE' OF DAN
ELEVATION
51.7
CREST OF ESW
EL EVAT I ON
54.7
PIPE INVERT
ELEVATION
49.()
BOTTOM
ELEVATION.
±7.7
BEGIN PAD
ELEVATION
51.2
END PAD
ELEVATION
51.6

Ms of csss ai q nt s 'n o1-Inr r� "' ; iv
{3JIb'7 AHV1310NISI I WV d S`JN(JJldSWall" !ry
�
10
JJ � %y � 'ram•✓ i/� r� llll' .:�:.. ram.
PP Q
/// pi I ' L� r' � r_ �J11 ��. / c: : It • � 1 � �. r s `= h � +' r'Y.ltV• i ,
/ r���; ,. +_j�..�w�` a ���. -? \ t � j ^?� � try.. !�� . ��.` //JJll ,�JI1� �: _• -.
/ �� :l 111 }� r` ! ` 1 —• � � f" r 111 .5' r � 1 /k' \ � �� l �'
r i � �• r , .,�1., :;1,r `•� %/, ,` i._ �i � AA �^" �` is r �-��l �////-_�.:.+ J ,\`,,fi
`
— �� I - � _'+-�a � `, ;= �.� �'' �� , 1 ,%r- � �'I` { L -��� `x,_;�,.. =r. � ��: ,�=.1;'�.1� •mil
ZO t'`,' •; r (� ,` �f�,,� � VI!(.' �l•, •1'�', �^" ^1 � �` �- �� � t 'a... � .
�.� \. �� � - ` 'I y 47l 'f f �_ t. � I �\���� r��,-,�" f � �i��' rl `_T� f-\.;.� � .•;� _ ,�\\. l ! c '"r, �.
�/ � ! � • ' ' I � lititt ' i��� � � •-/ � �` . � � i i/ r \. .\ �f ���5; r�r�y(:\ � ' � 1 ' � � _ f'''�' �,
/• �4 ! ii '4 I y44 i �i' + a ;. ! \ j hirJ /1 41 1`l, Ilk
/� ':r1 - _ ..,-.i ,r,.- r _ `;'� Imo• _-,�".".� [�,�- r r.l!^'�}I�,-��} L514 h'L.l.�'I+'-' �\�'' �:•rr-. .�- � `Y.Q
Y�•'i,-'1 •�� . �j (l// 1 It .(: •.1�(/r'�,'•�'3 I ' ��1t Awl! +` : ~-� I L\ `�A�/' ' j: �I�' r�_ :��'.,.!/ • r r
.,. _` _..-�' �� ��}}}� ---_..__i-�_ '.l '•���fT�� 5r;+._ f \\ ��(i �� I � ^ti, { �L"'�..`il `i l�` ��'•>>-. tl J �..- ! 4'1 •;.�'
�''• „ �•�" , r / • l' \E ' t .�.:,:-'-,�' J:',` 4' ire _ --. , LI
' '-- i.^._.. I `�-•lA _ JV l�H4��. -�\�.:.' � r.j •/1•r. ...•�i-•�I' �� 'If' _, '''�~'4 \1' �..iy � •�.� •��'..���_ T��
- \�� ! .� - r' i / � IVVVUVJ �✓y�:.. 4 • / I ! ' �: `I f f r � I! 1 r' •� / .� � f � . � \ f!� � C� t �
\. - !i' � r t11',�1 '/;� i �\_ �J}1 .I.��II �(r •` ai\ '� , 'j -1� 1, ��•\` j +
�I � -1� ( f II � I t�-' '/ ( I [ �' - � \ '• l' � '' `J/ � J / l J ` l4 I /r�'' , � � '�,� r I l C• L: --�
1 r c' • I ' `\��9. / I, i � :'�� • n� lil l`,.. n � �� ` I \ f�' �`. �ti�"�/� l � {J '
, - r :es" IIIr"ll 1�1 �I � 'I� ia�•r'If: ` � 11 4,��-\ I \' ����,��� Jf I� ���./�JJS (. ��..':' / _ .. -
LINO
� +_ Y ! ^^''//�� L l� �� I � �. `• � 1; �I 1 n 1f�. � 1�11 •-S�i' '% ti,i ` � JQ T'
` -- -aY: -.' � �tir� J! 1 � �c. �c=.\ ,_''�]li � l'^ � � !\�`J�• L ~1�(.ti-�c��r1'I /1'- ����5��•���� �! \'`_, i �'- �.r.,.'..
� J. —'! 'y � ',+;�� i 5' �• � �_ :i-'���f 5J .. \�� �� � / 1 � � � �--•i1-"�f��l � ` � r• tee. .;I•c.r:'��
N � r �. . _ . • �, � ham' --fo.:,
i N .Cl,. r �Z 1 � r`• �'Ir � .. ..,._1 .-`l1`: p'\r, � �1 •r ,.,J/)%�..�-yam\ (�,' lli'�'1"T .00
� `` � � j ��1 /c , � •�� .'i�'• A�i'.�]+- `! rr`��,�ti__ \ i I � r J a •V � �/ i ram•• •.1�:J,
IT
-I�'\, 11 � �\ r�iri���, \-•' !� �_ `�' '' �'.-.. � \, ' j1\ ` l,• o `. ' `err ��� .I _ i �`_ %/ O:''.:�r_�.' +^'."
'' •� / •,�• r-� '. "�; _-.. _:. �`^ , f\ I 11� L ram. � ` `1_ � i � 1;�
,���! .r 'r�` �. , L•j\y,l�_ ' i l !r r r ?, � C`t` / i ��• �3 I I yr_/i� I l _ ~-� ...'/ e I l },..J �"•;�.•;
�% . ;f �,.►��r•:r..,_ ' I G `��,': : •:�� •'>.Y�ti�...�� •rlJa,l�vy�f J �.�`'1 : 1 n✓ 1��,� �CJ' j-i11 }� . 1/1 �� • ` `.�, �f ��i-�-� i. l . ' ` ' f• �- ::V .�` _ -•r'-

DEPARTMENT OF
AGRICULTURE
CONSERVATION Elizabethtown, NC 28337
SERVICE 910-962-6936
WASTE MANAGEMENT FACILITY SITE'EVALUATION
GENERAL INFORMATION
NAME �>-'�i. LStiu LOCATION
zoo NC ZS337
TELEPHONE
SIZE OPERATION 7tiSr 3(73r
LOCATION DATA 1750
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER 2,64os2 FT.
IS SITE WITHIN 100-YEAR FLOOD PI.MN?
If yes, SCS cannot provide assistance.
YES NO X
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE' PERENNIAL
STREAM? YES NO
If no, site must be relocated.
IS SITE WITHIN I MILE ZONING JURISDICTION OF A
MUNICIPALITY? YES NO X
If yes, landowner sbouid onwilt with local zoning board about required per�.
Permits toast be obtained prior to design approval.
ARE UTILITIES IN CONSTRUCTION AREA? YES_ NO 1( }
If M see Part 583 of the Natkm l F�sneering Manual and follow polo-y.
(Copm of maps ar ether reference materials may be allsched to site eveholi ra.)
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND?
YES NO
If yes, pradtimr m" complete a Form AD-1026.
WILL ACTION RESULT IN SWAMPBUSTING? YES NO X
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO
CONTACT THE US ARMY CORP OF ENGINEERS AND THE DIVISION OF
ENVIRONMENTAL MANAGEMENT TO DETERMINE IF ADDITIONAL PERMITS ARE
REQUIRED. NO WETLANDS SHOULD HE ALTERED UNTIL PRODUCER RECEIVES
WRITTEN APPROVAL FROM SCS, US ARMY CORP OF ENGINEERS AND NC DMSION°OF
ENVIRONMENTAL MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to Fite evaluation.)
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WI I PRODUCER .............
... PREDOMINANT WIND DIRECTION? YES y< NO
.............. POSSIBLE EXPANSION OF TREATMENT VOLUME FROM 1 CU.FT. UPWARDS
.............. TO 3 CU. FLAX. OF ANIMAL? YES -,I NO
.............. PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST 1/2 OF THE
.............. CAPACITY? YES_ NO
.............. USING GOOD SOUND JUDGMENT IN LAND APPLICATION OF
.............. WASTE? YES NO
f!

r
OTHER ENVIRONIHENTA , FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT?
YES NO__�/_
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING
AREA OR WILL PLANNED ACTIONS IMPACT ON AN ADJACENT NATURAL
SCENIC AREA? YES NO
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE PLANNED
AREA? YES ti0
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT FARMLANDS IN THE
OPERATING UNIT? YES N0__�_
WILL THE ACTION RESULT IN SODBUSTING? YES NOS_
If yes to any of these queitiurts, refer to form NC-CPA-16 for policy sources. The forth doers not
need to be completed.
NVASTE MANAGEMENT'
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES NO
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAUD?
YES NO
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON
LAND ON WHICH TO APPLY WASTE? YES NO
(Attach Waste Utilintion Plan to Site evaluation.)
SOEL INVESTIGATION - VALID ONLY IF SOIL 1GWESTIGATION SHEET ATTACifED
IS SOIL SUITABLE FOR LAGOON? YES- NO
IS A CLAY LINER REQUIRED? Co. �1oa5� YES -i, NO
IF YES, IS CLAY AVAILABLE ONSITE? YES NO
QUESTIONABLE_
15 A CORE TRENCH REQUIRED? YES_ NO
(Attach soil investigation sheet to site evaluation.)
SITE APPROVED YEST7f, NO CONDITIONAL
COMMENTS
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND C0N9MUCTION
OF LAGOON CONTINUES IN REASONABLE TIME PERIOD. UNDUE DELAYS OR
HESITANCY IN CONSTRUCTION MAY REQUIRE THAT BETE EVALUATION BE
INVALIDATED.
SIGNATUREC!!,-k G Q DATE I-1 ,9
Pa2c I o
7

SGS-wc-sm U, i DEMRTrrfwi Ur wc.nwu4sv"c
R.— Y7o SOIL CONSERVATIO14 SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
. .
WOODLAND—ACRESWATERSHED AREA MEASURLMENTS
CROMAND—ACRES PASTURE ACRES
• •. l •
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MkDE (ApproiL "a 111-_fer.L)l
r■■r■rr■r■r■
r■■■■r■■■r■■r
■■r■■
■■■rrr■r■rOEM
■■r■
I���r��■
=AIME■■■
■■■■■■r�r■■■■
■ir■����
■■e�■
■■■�rlrr■r■■r■■■
■��■
■■■■mot■
r�■r■■r■�■r�
mil®®®®�
■■i���l���t1■■■■■■■■■r
■■rM■EN
0001
■10=1000000
00
■r���■�r■rrrr■r■■■■■rs■■■■
DORI NUMBER PROFILE
t�
fit,■
■'m'r[■;�:;C
r!■?�
�t�r
i�fC�
�3i7�
�i,rE®�,���rit■�,'�frf■;��■r�■l��;r;r�l®
�
■;
� '
!!3
�
■fir
■
t�rf
■f�
�!rrlr�
�.®�F®?!
ra
m
�;�1r1
�■'.'��
t��r
ii'.�f�
`��.
'�■
■
■
■`r
r.■'■■t�
�I�
r®r�
�f�
■fir'■
.13—f`� tK-SP
S so":;
F:1

-TYPES OF MATERIAL ENCOUNILRED IN BORINGS
' (Use one of.systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW-Weil graded gravels: gravel, sand mlx
g-gravel
GP -Poorly graded gravels
s - sand
Got -Silty gravels; gravel -sand -silt mix
vfs-very fine sand
GC -Clayey gravels: gravel -sand -clay mix
sl-sandy loam
SW -Well graded sands; sand -grovel mix
fsl-fine sandy loam
5P -Poorly graded sands
I - loam
SiM -Silty sand
gl -gravelly loam
SC -Clayey sands; sand -clay mixtures
si-silt ,
ML -Silts; silty, v. fine sands; sandy or clayey silt
sil - silt loam
CL -Clays of low to medium plasticity
cl -clay loam
CH - Inorganic clays of high plasticity
sicl -silty clay loam
MH-Elastic silts
scl-sandy clay I,oam
OL-Organic silts and silty clays, low plasticity
sic -silty clay
OH -Organic clays, medium to high plasticity
c-clay
},• Suitable material for embaalrssant is available VC71yea [� No Indicate where lnrurra an ehe iketch oa
. mnd W4
REXk"S: '
O 1/ i/c--z—
1
2- Expliin hazards requiring special attention in design (-r.eaavo, apr!'ro,me* sac)
s'G ENE R.AL REMA.F.KS: 311 55 1 I• �_ ff E
L A J iu C' G- �Za '� w
r /1
1p+0orfr 7C.��
Q -fir
24.
25
27
28
29
30
31
r•33
34
35.
36
37
38
33
a0
41
42.
43-
44
45
46
<T
48
49
5Q
51
t
-
_
Y
SC
CL
t
x-'
Cl
ff
t"1. Ln '3r--cL
' = : Cfl
9

Ob-',-ator:ROBERT JESSUP
County:
BLADEN
Distance to nearest residence (other
than
owner):
1. AVERAGE LIVE WEIGHT
(ALW)
t_s soaps (farrow to
finish)
X
1417
lbs.
• sows (farrow to
feeder)
x
522
lbs.
5145 head (finishing
only)
x
135
lbs.
c7 sows ( farrow to
wean)
:;
437%
lbs.
0 head ( wean to feeder)
X
._PCs
lbs.
Describe other :
Date: 01/26/95
175,o feet
- is
lbs
- 0
lbs
= 694575
lbs
- O
lbs
- 0
lbs
cs
• Total Average Live Weight = 694575 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 694575 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
VolLtrfi? = 694575 cubic feet.
. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE ACCUMULATION NOT COMPUTED
0.0 cubic feet AT OWNERS REQUEST. REMOVE SLUDGE
AS NEEDED.
4. TOTAL DESIGNED VOLUME
Inside top length (feet) -----------------_--_...-
Inside top width (feet) ----------------------
Top of dike elevation ( feet) ------------------
Bottom of lagoon elevation (feet) ------------
Freeboard (feet) --------------------- ---------
aide slopes (inside lagoon) ----------------------
Tots+l design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
3.0 628.0
AREA OF -TOP
LENGTH * WIDTH
626.0 178.0
AREA OF BOTTOM
LENGTH * WIDTH =
5 56. 0 106,0
640.0
19s�,i►
51.7
•w7.7
2.0
WIDTH DEPTH
178.0 12.0
111784 ( AREA OF TOP)
5B9.36 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
592.0 142.0 336256 (AREA OF MIDSECTION * 4)
CU. FT. = CAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
111784.0 5362 56.0 59936.0 2. 01
Total Designed Volume Available = 1013952 CU. FT.
10

5.* TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
640.0 194.0 1216043.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 121600.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 694575 lbs. ALW/135 Ibe. ALW * 1.37 gal/day 180 days
Volume = 126B757 gals. or 169619.9 cubic feet
5B. Volume of mash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days storage/7.48 gallons
per CF
Volume = i►.n cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in M DA / 12 inches per foot
Volume = 709=13.T cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches 1 12 inches per foot * DA
Volume = 709.3.3.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
169620
cubic
feet
5B.
0
cubic
feet
5C.
7093':
Cubic
feet
• JD.
70933
cubic
feet
TOTAL 311487 cubic feet
6. SUMMARY
Temporary storage period=====-==-=-----=====7
180
days
Rainfall in excess of evaporation===========?
7.0
inches
25 year - 24 hour rain fall=======W=====__-__:
7.0
inches
Freeard=======T===-________=__==
2.0
feet
Side slopes====_________________________====d
3.0
. 1
Inside top length=====______________________}
640.0
feet
Inside top width=====_______________________:
190.0
feet
Top of dike elevation-===___________________::
51.7
feet
Bottom of lagoon elevation==================>
37.7
feet
Total required red
1006062
cu. .f t..
Actual design vole!me=______________^=_______;: 101.3952-cu•. ft.�
Seasonal high watertable elevation (SHWT)===1=
46.5
feet.
Stop pumping ele4'.===__________________ ____
46.7
feet
Must be '> or = to the SHWT elev.==========>
46.5
feet
Must be `• or = to min. req. treatment el.=),
43.7
feet.
Required minimum treatment volume===========:=•
694575
cu. ft.
Volume at stop pumping elevation==-==--_____:?
695164
cu. ft.
Start pUmping elev.=====-___=====W=====_____:~
49:0
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
943019
cu. ft.
Volume at start pumping elevation===========>
9?6684
cu. ft.
Required volume to be pumped============ ====i
24055:3
c:u- ft.
�K
Actual volume planned to be pumpc-d==========>
241720
cu. ft.
�
Hin . thickness of soil liner when req! ti red==>
2.0
feet
7. DESIGNED BY: C. r. - C-- APPROVED BY: 40,24, �.
DATE: DATE : 2A
Z�YS
NOTE: SEE ATTACHED WASTE UTILIZATION FLAN
COMMENTS:

SHEET 1 OF
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stump,, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and -elevations shown on the plans. Earthfill material shall
he free of material such as sod, roots, frozen soil, atones over
6 inches in diameter, and other objectionable material. To the extent
they are uitabie, excavated materials can be used as fill. h�
shall be brought up in approximately horizontal layers not to exceed
inches in thickness when loose and rior to compaction. Each layer
will 'be compacted by complete_ coverage with the hfaulina and spreading
equipment! or standard tamping roller or other equivalent method.
Compaction will be considered -adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the iurisd'rtir, - - t 1e SC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toc of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER; THE MINIMUM REQUIRED THICKNESS SHALL BE 2.0 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER;
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT,
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie -- CL,SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE FLANS FOR SPECIAL
CONSIDERATIONS.
IveeaI For P l-A'0 A,,,f/ oo3 [/YJT fir O: i.J12 l7 rl�•f7/f f f
`

SHEET L OF 2
Soil liner material shall come from an approved borrow area. The
minimum water-' content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor effecting the overall compacted perme-
ability of a. clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller- is'the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using "flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH: Sf-E nOTE On PAGE,,5F+owlr)G Type Az V+eLd or- A
-------------- One 57A6E LAGoon Sysre/A.
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be Used if the recommended perrrianr nt vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will to removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.
r6

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 5.0 ACRES
USE THE SEED MIXTURE INDICATED:
0.0 LBS. FESCUE GRASS @ 60 LBS. PER ACRE
(BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0.0 LBS. "PENSACOLA" BAHIA GRASS @ 60 LBS. PER ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 30
40.0 LBS. HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. RYE GRAIN @ 30 LBS. PER ACRE (NURSERY FOR FESCUE)
0.0 LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
5000 LBS. OF 10-10-10 FERTILIZER (1000 LBS. PER ACRE)
10.0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
500 BALES OF SMALL GRAIN STRAW (100 BALES PER ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVING IS COMPLETED. APPLY
LIME AND FERTILIZER, THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED.
APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT.
APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

OH-Ver-1.44
US Department of Agriculture
Soil Conservation, Service
GROSS -SECTION DATA
QUANTITY CALCULATIONS
prepared for
FtiCIEcEFR-IF 0 E --- E3 E3 LJ r--,
in
BLADEN County, North Carolina
Designer : GLENN CLIFTON Checker
Date' : 01/26/95 Date
Job Number 699
LAGOON EXCAVATION
TEMPLATE DATA:
Beginning Elevation W 37.7
Beginning Station 52+.8
52+.8 to 6+40 C\3CL106/3 0.00000 ft/ft
SFrTION NUMBER 1
Centerline Station 52+.8
ORIGINAL DATA:
20.0 / 44.4 100.0 / 45.8 200.0 / 50.6 54.0
SECTION NUMBER 2
Centerline Station 1+ta()
ORIGINAL DATA:
20. () / 42.9 100.0 / 44.3 200.Q ! 50.5 3'o0. 0 ! 53. 2
SECTION NUMBER 3
Centerline Station 2+00
ORIGINAL DATA;
20.0 / 41.3 42.6 2i )C-) . 0 / 47.3 300. 0 / 48.9
SECTION NUMBER 4
Centerline Station 3+0ia
ORIGINAL DATA;
20.0 / 42.4 100.0 / 44.3 2100.0 / 45.0 3n0.0 / 48.4
SECTION NUMBER 5
Centerline Station 4+00
ORIGINAL DATA:
2- 1

-A000N EXCAVATION (continued) 01/26/95 page 2
o / 37 .0 100.0 0.0 / 37.5 200. 0 / 42.3 300.0 / 48.8
r
SECTION NUMBER 6
Centerline Station 4+510
ORIGINAL DATA:
100.0 / 35.0 200.0 / 43.0 :500.0 / 49.2
iECTION NUMBER 7
Centerline Station 5+00
ORIGINAL DATA:
20.0 / 36.1 100.0 J 38.7 200.0 / 43.5 300.0 / 49.6
SECTION NUMBER 8
Centerline Station 6+00
ORIGINAL DATA:
20.0 / 38.9 100.0 / 42.0 200.0 / 46.9 300.0 / 49.2
SECTION NUMBER 9
Centerline Station 6+40
ur;IGINAL DATA:
2Cf . C) / 37.5 100.0 / 41.4 200.0 / 46.73 300.0 / 48.6
21

OH-Ver-1.44
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
F=-<C3t:FEE F<T JE:E3 �E;LJF'
in
BLADEN County, North Carolina
Designer
: GLENN
CLIF'TON
Checker
Date
: 01/26/95
Date
Job
Number 694
LAGOON
EXCAVATION
** EXCAVATION
;*
FILL.**
Eot
Left
Fight
Off-CL
CL
Dist
;
Area
Volume
;
Area
Volume
Width
SS
SS
(ft)
Sta
(ft)
(SgFt)
(Cu.Yds)
;
(SgFt)
(Cu.Yds)
106
3: 1
3: 1
137.0
52+. 8
;
1776.0
0.0
47
L018.1
;
0.0
- -
1
_ : 1
137.0
1+00
;
1676. 9
0. 0
1(w)
8278.7
;
0.0
106
_ : 1
_ : 1
137 . D
; 2+00
11673.8
;
0. 0
100 0
;
12264.9
Q_ t i
106
3: 1
_ ; ].
137. 0
; ;+t_+n
989.7
;
0.0
10
;
15128.4
0, i +
1 06
_ : 1
.-:.:1
1.37 - 0
; 4+0(--)
557.6
;
0. C�
5c_+
;
16179.3
;
0.()
10-S
_ :1
_ : 1
137.0
4-+•50
;
577.4
;
0.1)
5t�
;
17377.1
0.0
106
_ : 1
_ : 1
137.0
; ' 5+00
716.3
o.0
10c)
20769.1
r+. p
106
._, : 1
_ : 1
137 . 0
; 6+00
;
1115.4
t,t , CU
4i+
223-57. 5
0.0
106
_ : 1
3: 1
137 .0
6+40
;
1029.0
;
i_+. i+
1• :3

ON-Ver-1.44
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
F=;ZQ]Ec E=-: F=Z`T TESE30.JF•
in
BLADEN Countva North Carolina
Designer : GLENN CLIFTON Checker
Date- : ()1/26/95 Date
Job Number 700
FAD FILL
TEMPLATE DATA:
Beginning Elevation
= 51.2
Beginning. Station
2+80
2+80 to" 3+00
D\4CL560\4
3+00 to 3+30
D\4CL560\4
+34 to 4+00
D\4CL560\4
4+00 to 4+80
D/4CL560\4
4+80 to 5 + 0 0
D/4CL560\4
5+00 to 5+20
D/4CL560\4
SECTION NUMBER 1
Centerline Station
.2+80
ORIGINAL DATA:
0.0 / 54.E 1)ii.0
/ 52.7
200.0 / 48.6
50c-J. O / 48.4 600.0
/ 48 .7
7i 0.0 / 47.7
SECTION NUMBER. 2
0.00000 f t/ f t
().00000 ft/ft
0.00250 ft/ft
0.00250 ft/ft
0.00000 f t/ f t
0.00000 ft/ft
-300.0 / 47.7 400.0. / 47.5
Centerline Station �+0o
ORIGINAL DATA:
0,0 / 54.9 100.0 / 52. 7 200.0 0 / 48 . 9 ._,i 0 . 0 / 49.4 400.0 / 48.8
500. . o / 49.6 600.0 / 49.2 700.0 / 48.2
SECTION NUMBER
Centerline Station
ORIGINAL DATA:
0.0 / 55.2 100.0 / 53.6 200. 0 / 49.7 :::00. 0 / 49.3_y 400.0
500. 0 / 49.9 6o0. s / 48.9 700.0 / 48.0
SECTION NUMBER 4
Centerline Station 4+00
2 µ-

PAD FILL (continued) 01/26/95
ORIGINAL DATA:
0.0 / 55.9 100.o / 54.5 200.0 / 51.7
000.0 / 50. 5 600.0 / 48.3 700. 0 / 47.5
SECTION NUMBER 5
Centerline Station 4+80
ORIGINAL DATA:
0.0 / 55.6 100.0 / 51.8 200.0 / 49.5
500.0 / 47.6 600.0 / 48.6 700.0 / 47.1
SECTION NUMBER 6
page ?
00.0 / 51.3 40c--►.0 / 51.3
300.0 / 49.1 400.0 / 47.8
Centerline Station 5+00
ORIGINAL DATA:
0.0 / 55. 5 • 100.0 / 51.1 200 . G / 48.9 300. Q / 48.5 400.0 / 49.4
500.0 / 46.9 600.0 / 48.0 700.0 / 47.0
SECTION NUMBER 7
Centerline Station 5+20
ORIGINAL DATA:
0.0 / 55.5 100.0 / 50.6 48.6 300.0 / 48.0 400.0 / 48.9
500.0 / 47.9 600.0 / 47.0 700. 0 / 47.4

DH-Ver-1.44
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
F=<CJ13E `T ,3 ESSSIJF'
in
BLADEN County, North Carolina
Designer
: GLENN
CLIFTON
Checker
Date-
: 01/26/95
Date
Job Number 700
'K�KY���aK�**ak�akk�**aK*aK%�*k�aK*aK�**�**�ak4;aK*��aKaK*4<*�aK4<**aK*���aKaK*aKaKak�ak*:k�ak��*�#*�aK*aK�aK�aK�
PAD
FILL
*aK EXCAVATION
; aK
FILL
Top
Left Right
Off—CL
CL
Dist
Area
Volume
Area
Volume
Width
SS SS
(ft)
Sta.
(ft)
(SgFt)
(Cu.Yds)
(SgFt)
(Cu.Yds)
l
e
560
4:1 4:1
110.0
;
2+80
;
0.0
; 1558.3
20
0.0
;
1001.0
4:1 4:1
110.0
31+00
;
0.0
1144.3
7,0
0.0
;
2136.5
560
4: 1 4:1
110.0
;
3+30
;
1) . Ca
; 999.7
70
;
0.0
;
3970.8
560
4:1 4:1
1.10.0
;
4+00
;
0.0
; 515.4
80
o . Ca
6879.6
560
4.1 4:1
110.0 a
4+80
;
Q. C a
1448.1
20
;
0.0
;
8o71.6
56o
4:1 4:1
110.0
;
5+00
0.0
; 1770.4
20
;
ra . «
;
9433 . _
560
4:1 4:1
110.0
;
5+20
;
0.0
; 19i a6. 1
z(

OH-Ver-1.44
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
preparers for
F7ZC3]=-cEFZ-Ir .J EF:!E; E3 CIF'
in
BLADEN County, North Carolina
Designer : GLENN CLIFTON Checker
Date' : 01/26/95 Date
Job Number 700
FAD EXCAVATION
TEMPLATE DATA:
Beginning Elevation
= 51.2
Beginning Station =
2+80
2+80 to ' ._,+00
C\4CL560\4
3+00 to 3+30
C\4CL560\4
3+30 to 4+00
C\4CL560\4
4+00 to 4+80
C\4CL560\4
SECTION NUMBER 1
Centerline Station
2+80
ORIGINAL DATA:
(:) . 0 / 54.0 100.0
/ 52.7
200.15 / 48.6
500.0 / 48.4 600.0
/ 49.7
700.0 / 47.7
SECTION NUMBER 2
0.00000 f t / f t
0.00000 f t / f t
0_00250 ft/ft
0.00250 f t / f t
/ 47.7 400.0 / 47.5
Centerline Station 3+00
ORIGINAL DATA:
0.0 / 54.9 100.0 / 52.7 200.0 ! 48.9 48.4 400.0 / 48.2
500.0 / 49.6 .600.0 / 49.2 700.0 / 48.2
SECTION NUMBER 3
Centerline Station 3+3 i
ORIGINAL DATA:
c_y , () / 551.2 100.0 / 53.6 200.0 / 49.7 30o.0 / 49.3 400.0 / 49 .6
, coo , E? / 49.9 600.0 / 48.9 7(_)0 . G / 48.0
S: f I ON NUMBER 4
Centerline Station 4+00
ORIGINAL DATA:
0.0 / 55.9 ii►i).r) / 54.5 51.7
Z7
300.0 / 51 . --, 400.0 / 51.3

F'AD EXCAVATION (continued) 01/26/95 page 2
500. 0 / 50.5 - 600.0 / 49.3 700 .0 / 47. 5
SECTION NUMBER 5
Centerline Station 4+80
ORIGINAL DATA:
0.0 / 55.6 100.0 / 52.0 2oO. O / 50.0 .�,0o . 0 / 49.1 400.0
500.0 / 47.6 600.0 / 48.6 700.0 / 47.1
M

OH-Ver-1.44
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
F=<C3E�E—= E=;:T 0 ESSLjF='
in
BL-ADEN County, North Carolina
Designer
GLENN CLIFTON
Checker
Date'
: 01/26/95
Date
Job Number 700
PAD
EXCAVATION
4< EXCAVATION
4<
FILL4
Sot
Left Fright
Off—CL
CL
Dist
;
Area
Volume
;
Area.
Volume
Width
SS SS
(ft)
Sta
(ft)
;
(SgFt)
(Cu.Yds)
;
(SgFt)
(Cu Yds)
L
560
4 : 1 4 : 1
110.0
2+80
;
17.31
0.0
2 i
13.6
;
01.
4.1 4: 1
110.0
._,+00
19.5
0. 0
71.0
58.55
0. `J
560
4.1 4 : 1
110.0
3+30
61.4
;
0. 0
70
363.7
0.0
4: 1 4: 1
110.0 ;
4+00
;
174. 0
;
0.0
so
62-3 . 5
0.0
t bi;)
4: 1 4: 1
110.0
4+BO
1.4
;
0.0
2.9`

CH-Ver-1.44
US Department of AgriCUItUre
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
F:ZC3E-cEFRT ,-T ESE3LJ�'
in
BLADEN County, North Carolina
Designer : GLENN CLIFTON Checker
Date- : 01/26/95 Date
Job Number 701
DAM FILL
TEMPLATE DATA:
Beginning Elevation =.51.7
Beginning Station = 0+00
0+0 k to '19+89 D/3CL12\3 0.0+7000 ft/ft
SF17TION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
i►.$) / 51.7 10C).C) / 51.7
SECTION NUMBER 2
Centerline Station +30
ORIGIDIAL DATA:
i > . a7 / 50. S 100. 0 / 50. 5
SECTION NUMBER ..
Centerline Station 1+:`{3
ORIGINAL DATA:
0. 0 / 47.4 1 c)o . (-) / 44.3
SECTION NUMBER 4
Centerline Station 1+41
ORIGINAL DATA:
2(_=.f--1 / 44.4 45.8 200.C_' / 5o.5
SECTION NUMBER 5
Centerline Station 2+17
ORIGINAL DATA:
�O

DAM FILL (continued) 01/26/75
20.0 / 42.9 - 100.0 / 44.3 21-DO. 0 / 50.5
SECTION NUMBER 6
Centerline Station +17
ORIGINAL DATA:
20.0 / 41 . _ 100.C) / 42.6 200.0 / 47.3
SECTION NUMBER: 7
Centerline Station 4+17
ORIGINAL DATA:
20.0 / 42.4 100.0 / 44 .3 200. 0 / 45.0
SECTION NUMBER S
Centerline Station 5+17
ORIGINAL DATA:
20.0 / 37.0 100.0 / 37.5 200.0 / 42.37
SECTION NUMBEFt 9
Centerline Station 5+67
;IGINAL DATA:
20.0 1 =2.4 100.0 f 35.4 20C).0 1 42.9
=ECTION NUMBER 10
Centerline Station 6+17
ORIGINAL DATA:
210.0 / 36. 1 100.0 / 38.7 2,0o . 0 / 43.5
SECTION NUMBER 11
Centerline Station 7+17
ORIGINAL DATA;
20.0 / 3-8 . 9 100. o / 42.0 200.0 / 46.9
SECTION NUMBER 12
Centerline Station 7+93
ORIGINAL DATA;
20. 0 / 37 . 2 100.0 / 41.2 200.0 / 46.2
SrrTION NUMBER 13
Centerline Station 8+04
ORIGINAL DATA:
P 2
ale
31

DAM FILL (continued) 01/26/95 page ._
600.0 / 42.0 700.0 / 40.4 730.0 / 39.8
SECTION NUMBER 14
Centerline Station 9+04
ORIGINAL DATA:
600.0 / 46.9 700 , 0 / 45.5
SECTION NUMBER 15
Centerline Station 9+89
ORIGINAL DATA.
600.0 / 13.7 700.0 / 47.7
L
3z

CH-Ver-1.44
US Department of Agriculture
Soil Conservation Service
PLANNED
DUANTITY CALCULATIONS
prepared for
FR C3 E7 'EST 0 1---SE3LJP'
in
BLADEN County, North Carolina
Designer.:
GLENN CLIFTON
Checker
Date
: 01/26/95
Date
o he�rr
Number 701
yy .yd
%I`+1 T
T TTTMPT
yy
TT`TTi`TT TA` TTT TT TTT
T'F
yy �yy yy �yy ..yy yy +�yyr
'AT N' TT TTT4T
Wy. yy �Wy y y yy yy
�T`�l'`TT TM M TTTTTT
`f`T 1`?-TTT9`TT
TA` TT
DAM
FILL
�K EXCAVATION
FILL
Top
Left
Fright
❑ff-CL
;
CL
Dist
Area
Volume
A ea
Volume
Width
SS_
SS
(ft)
;
Ste.
(ft)
;
(SgFt)
(CU.Yds)
(SgFt)
(Cu.Yds)
12
3:1
3:1
28.Q
;
0+00
;
0,q
; o.6
'
i
30
;
0.0
;
9.9
3:1
1
1B.0
;
n+:fir►
;
n.t)
; 17.3
100
;
0.0
;
297-8
12
_ : 1
1
18.0
;
1+7.0
;
0.0
; 13B.2
11
;
c.f,cy
;
76'.2
12
3:1
_ :1
63.0
;
1+41
it.o
18:3.0
76
986.1
1
_ : 1
8.3 . 02+1
7
0.0
259.5
100
;
0.0
;
2141.0
12
3 : 1
_ . 1
83 . Cy
;
3+17
;
0. 0
; 364.2
0.03318.6
12
3 : i
_ : 1
63.0
4+17
0. 4)
; 271.7
100
;
0 . Q
5223.5
12
3:1
3:1
83.0
5+17
;
0.Q
; 757.0
12
3 : i
: 1
8.3 .0
;
5+67
E � , c1
; 1025.4
50
;
0.0
;
8467.1
12
_:i
3}:1
83.o
;
6+17
0.0
; 695.2
lisp
;
0. 0
;
10556.1
12
.,.: 1
_ : 1
133. o
;
7+17
;
0. 0
4L'�2. 9
76
0.0
118B4.0
1
87' . 0
7+9L
;
0.0
510.7
11
i i , c)
17037.9
12
3: 1
3 : 1
670.0
8+04
0. 0
490 .2
100
ci
;
13317.5
12
_ : 1
_ : 1
670.
9+04
;
0.0
; 17.3.8
8-9
;
0.0
i
13-172 7 .0
?
3 : 1
3 : 1
670. n
;
9+B9
;
Q , i y
; 87.6
33

17-TT-
!11 it I 11� I 1�1! i"LT
_ _ --
Q�4bd
9!
14!? 9
4.1. 3 i 1 i•+z q- Al 1
bjt i � I I .1 ! �� I i i 1 I I G I. L. � .E..€.
��oo, ,�.: �j �: � =1;! tl ill `;: ij .I - ;�,'� I _ - -
317
hI
I!
oo
Clio
� �.' o
tCyiSPIL
i
Ay
�I
� 0
,E AA L.
m
��. , I i
Ono
TW A A w A v. f Ao`M
f 0 M
To P I,
OL J, j tip
-, O.N.
'A UA - i WAYE"k
-LL <
.1 J..
q
J L
F7
n m�-
60 6'
Lla
IF DURING CONSTRUCTION (SM,SP) MATERIAL IS ENCOUNTERED IN SIDE �14
AWOR LAGOON BOTTOM A MINIMUM 2.0 FOOT CLAY LINER WILL BE RE9UWiD"
AND PLACED IN MAXIMUM 9 INCH LIFTS AND SREEPSFOOT ROLLER COMPACTED.
THE OWNER AND/OR CONTRACTOR WILL BE RESPONSIBLE TO SEE THAT THE LINER ? E I i I
IS INSTALLED AS REQUIRED. THE LINER WILL BE PROTECTED DURING INITIAL
FILLING AND AROUND FLUSH PIPES.
11 moll INS E

w
C�
Corti E inment Bu i 1 d irtg
Pit
F
t
TYPICAL VILW OF A ONE-STAGR LAGOON SYSTPIi
CUTOFF TRENCH
THE CUTOFF TRENCH IS TO BE INSTALLED UNDER THE CENTER LINE OF THE OAK
AND EXCAVATED INTO i SC, CL, CH I KATERIAL KITH A 12 FOOT BOTTOM AND
3:1 SIDE SLOPES. IT IS TO BE BACKFILLED WITH ISC, CL, CHI MATERIAL IN
b INCH LIFTS AND NOT PLACED IN STANDING WATER. COMPACTION SHALL BE
PERFORMED BY A SHEEPSFOOT ROLLER DURING PLACEMENT, NATURAL RESOURCES
CONSERVATION SERVICE PERSONNEL SHALL INSPECT THE CUTOFF TRENCH BEFORE
BACKFILL IS STARTED.
'fop Width I/ l z —
Pipe Invert Tilevation
41910
Settled Ton 8levation 51•7
� ss 3 1 I
0+ ss 3 1_ 1 ss 3 .._.
I T REATFIPItr
11 LAGOON
i
++ Pipe (Needs to. he adequately 12 Co�xc. AM
supported) 5C t-,At,M(
Bottom glevation 37.7 y
NOTE: RIP -RAP, FLEXIBLE PIPE. -OR OTHER SUITABLE MATERIAL WILL . BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER

s. DEPARTpuT or A=1CULTURE Itc-El+c-w
iil Canserntion service Ray. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
'nME- RaBeRY 3z75suP
Date: t I z 6 195
'ounty: 8cA Ern
ddress: CCAe'ron nC.
LE%Gr,4 640
sl as storE . Ta 1 /
QA
C w S1 f
1 AVE. TDI ELEV.
r MID SECTICR /
14` / I
AVE. SOT-MV ELET.
f LE!1CT4 SJ~(v' _ I
(Sea bark for vaLum csiCulaticm) .
'se of facility: WAS% 1KEA7ME:nT L AGoor)
apacity: `7 6 —GaLllons 1 a i 3 95 2. Ft3
:oil Type: Grg
tench Mark Description n A , - + n Gum T2 e e care 50 s i 1" f .
of 5toa
Bottom
Elov.
3
formal Ligeiid Level
Elev.
49•0
storage for normal Precip.
(+)
-
-
oxi=um Liquid Level
Elev •
4.9. o
:5 yr. Storm Storage
(+)
, -7
Ft.
;rest ESW
Elev.
5-0.7
!ax.Flow Depth
(+)
-
Ft.
.,reaboard
(+)
o
Ft.
lop of Dam
Elev.
5 r .7
319

U.0.D.A. SCS-CPA-026 1.-:7Namd and Address of Person 2. Date of Request = ='
Soil Conservation Service (June 91) q
:` `Ftobet: t H . Jessup 10/13/94
- - :,.R't-`�'1 •Box 169 - -
:)IGHLY ERODIBLE LAND AND WETLAND'..
Cl:arkton, NC - 28433 3- County
CONSERVATION DETERMINATION
4. Name of USDA Agency or Person Requesting Determination S. Farm No. and Tract No.
ASCS --F#7094, T#3083
SECTION I - HIGHLY ERODIBLE LAND - - - , a •. .
Bladen
_ ... . _.._ _ ._ . - ._ .. - __ _ ,._ -. --- • - - --- ----- - - - - -- . ., _.. -_- -
FIELD NO.(s)
TOTAL ACRES
5. Is soil survey now available for making a highly erodible land determination? Yes ® No ❑ ���.,
G_r
�.
7. Are there highly erodible soil map units on this farm? Yes No ❑
.- - -. • w„m
8. List highly erodible fields that, according to ASCS records, were used to produce an agricultural oommodity in any f `
crop year during 1981-1985- -
9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
Y :
according to ASCS records, were not used for this purpose in any crop year during 1981-1985; and were nof..:.,
enrolled in a USDA set -aside or diversion program.
10. This Highly Erodible Land determination was com leted in the: Ctfic+3 FielcT❑
zaw « 'k=-
SECTION II - WETLAND
-
FIELD NO(s)
TOTAL ACRES
11. Are there hydric soils on this farm? - Yes h ---. - No ❑
12, Wetlands (W), including abandoned wetlands; or Farmed Wetlands (FW) o_r Farmed Wetlands P"re (FWP).
Wetlands may be farmed under natural conditions. Fanned Wetlands and Farmed Wetlands Pasture may
1
U� Z
�" ` 'v
farmed and maintained in the same manner as they were prior to December 23, 1985, as long as they are'not :`
✓
abandoned.
13. Prior Converted Cropland (PC).- Wetlands that were convened prior to December 23, 1985. The use, management,
`
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland conservation provisions unless
the area reverts to wetland as a result of abandonment..._
14. Artificial Wetlands (AW). Artificial wetlands includes irrigation -induced wetlands. These wetlands are not subject'- .
to the wetland conservation provisions.
15- Minimal Effect Wetlands (MW). These wetlands are to be farmed according to the .min ift af-66e t_agre-eiiient signed .•
_._`
'
the time the minimal -effect determination was made.
1b. Mitigation Wetlands (MIW).:Wellands on which a person is actively mitigating a frequently crgpped area or a wetland
converted between December 23;,) 985 and November 28, 1990.
17. Restoration with Violation (RVW-year). ,A restored wetland that was in violation as a result of conversion after
November 28, 1.990;.or. the planting'of an agricultural commodity or forage crop.
18. Restoration,ti�nt#toiit:Yglation.(R5W)i"A restored wetland converted between December 23,.1985 and
November 28;'1990; pn,;whioh ari igneultural.commodity has not been planted.
19. Replaceme-4Weliands (RPM:_.Wetlands which are converted for purposes other than to increase production, '
where the wetland values are being 'replaced at a second site.
20. Good Faith Wetlands (GFW+year):; Wetiands on which ASCS has determineviolation be in good faith the
a to
wetland has been restored. - _ _ . _ _ ..... _. _ . _ • -• _ -_ -. _d ---- . _on _ _._ . _ m
- -- . - -
21. Converted Wetlaris,(CW).Wetlarid5 Converted after. December 23, 1985 and prior to November 28,1990. In any
year that an agrictil'tural oomrodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
22. Converted -Wetland:{CW+year)' ]Neilands converted after November 28,1990. You will be ineligible for USDA "
"
program beneff&dritil-this wetlar d is restored. -
23. Converted WetlandrNon- Adnkun.ral use (CWNA). Wetlands that are converted fortrees, fish production; shnibs,
-
cranberries, vineyards or building and road construction.
24. Converted Wetland Technical Error (CWTE). -Wetlands that were converted as a result of incorrect determination
by SCS.
25. The planned alteration measures on wetlands in fields are considered maintenance and are in compliance .
with FSA.
26. The planned alteration measures on wetlands in fields are not considered to be maintenance and if
installed will cause the area to become•a Converted Welland (CW). See item 22 for information on CW+year.
27. The wetland deie'rmination was completed in the office ❑ field© and was delivered❑ maitji 0 to the person on Yd - Z 1 -4
28. Remarks./ A
09 we" 1Y) ,F
29. 1 rertify that the above determination is correct and adequate for use in determining 30. Signature of SCS, strict Conservationist 31. Date -
eligihility for USDA program benefits, and that wetland hydrology, hydric soils, and
hvdrophytic vegetation under normal circumstances exist on all areas outlined as �r '/ Lyr %�-
Werlunds f armed Wetlands and Farmed Wetlands Pasture. �(� r•
Assistance and programs of the Soil Conservation Serv►ce avallable wfthout regard to race, t+ellglon, color, sex, age, or handicap.
Pcrson Copy

i
0
'Arv1p
'���L"���,tt'i;�� •..... '•:l� , �.'t`iZ.: 1.r,M1',+_ 'fit 'i.�St�A ��w
-
Ft
S 4 L, t. kiv
10w,
Wk*

r�
�r
f^= • United States
Department of
{agriculture
Natural
122 Agricutture Services Center
Resources
lea Plant Road & smith Circle
Conservation
Elizabethtown. N.C. 28337
Service
Telephone: [phone]
May 24, 1995
Mr. Dean K. Bingham, Area Engineer
USDA-NRCS
Federal Building Room 108
134 North John,Street
Goldsboro, NC 27530
Dear Mr. Bingham,
This is to document certification of construction "as-builts" for Robert H. Jessup, Jr. -
lagoon located in Bladen County, North Carolina.
On March 30, 1995, I observed core trench construction and obtained profile and cross -
sectional readings per attached drawings. The core was excavated according to plans to
impervious material. On several subsequent days, I observed fill placement. It was of SC
material or better at or beyond width required and was compacted by rubber tire
equipment. When fill placement was completed, including 5% for settlement, the top and
outside dike slope was top soiled 2-3", limed, fertilized, and seeded to bermuda according
to plans.
The portion of lagoon that required lining (north erid) was properly overcut, then
backfilled with 2 feet of good SC material and properly compacted.
The emergency spillway was constructed according to plans as well.
I hereby certify complete construction of lagoon according to NRCS plans and
specifications.
Sincerely,
Samu 1 G. Warren
District Conservationist
cc: Robert H. Jessup, Jr.
91I-- 7314-
v 91P r
The Natural Resources Conservation Service.
lorrnerty the soit Conservation Service.
is an agency or the
Uniled Stales Departmenl of A;IcuRure
"N EOUAL OPPORTIJI'PTY EMPLOYER

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Land Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Charles Gardner, P.G., P.E.
Director and State Geologist
March 22, 1995
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
r4i
�EHNR
Robert Henry Jessup, Jr., Registered Agent-
R. H. Jessup Swine Farm, Inc.
Route 1, Box 169
Clarkton, North Carolina 28433
RE: Approval to Construct
Jessup Swine Farm Waste Lagoon Dike
Bladen County
Dear Mr. Jessup:
This is in response to your submission received on March 2,
1995 of plans, specifications, design data, operation and
maintenance plan, and waste utilization plan regarding the
construction of the subject waste lagoon dike in Bladen County
off -stream of a tributary to Hammonds Creek in compliance with
the Dam Safety Law of 1967. These plans, specifications and
design data have been prepared under the supervision of the
United States Department of Agriculture, Natural Resources
Conservation Service (NRCS). Also, Check No. 1360 in the amount
of 5200.00 serving as the minimum application processing fee was
received on March 2, 1995.
This letter constitutes approval of the proposal to
construct the subject dike according to the plans and
specifications received by this Division on March 2, 1995 with
the following stipulations:
1. Project construction shall be supervised by the NRCS.
2. During construction the Division of Land Resources may
require such progress reports as are deemed necessary.
Geological Survey Section Land Quality Section Geodetic Survey Section
[phone] [phone] [phone]
FAX: [phone] FAX; 733-2876 FAX: [phone]
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper
f

Robert Henry Jessup, Jr.
March 22, 1995
Page Two
3. The depth of the cutoff trench beneath the lagoon dike
embankment shall be determined during construction by
personnel from the NRCS. The cutoff trench depth shall be
reflected on the "as -built" drawings.
4. Areas of the lagoon bottom and side slopes where pervious
materials are encountered shall be overexcavated a minimum
of 2.0 feet and backfilled with clayey materials classified
as CH, CL, and/or SC in accordance with the Unified Soil
Classification System (USCS) and compacted in accordance
with the "Specifications for Construction of Waste Treatment
Lagoons". The limits of overexcavation and the type(s) of
soil materials to be used as liner material shall be
determined during construction by personnel from the NRCS.
The limits of overexcavation and installation of the liner
shall be reflected on the "as -built" drawings.
5. This project shall be coordinated with Mr. Scott McLendon of
the United States Army Corps.of Engineers to determine if
wetlands are involved. If wetlands are determined to be
involved with this project, then a Section 404 permit may be
required. If a Section 404 permit is required, it must be
obtained prior to construction of any portion of this
project in wetlands areas. You may contact Mr. McLendon at
[phone].
6. Upon completion of the project, the NRCS shall inspect the
completed work and upon finding (a) that the work has been
done as specified and (b) that the dike is safe, shall file
with the Division of Land Resources two sets of "as -built"
drawings and a certificate stating that the work has been
completed in accordance with approved plans, specifications
and other requirements.
7. No liquid shall be impounded within the dike until an
approval to impound is issued by the Division of Land
Resources for operation of this dike.
8. You must notify Mr. Joseph E. Glass, P. E., Regional
Engineer, Land Quality Section, Wachovia Building, Suite
714, Fayetteville, North Carolina 28301, [phone] ten
days before the start of construction.

Robert Henry Jessup, Jr.
March 22, 1995
Page Three
I am enclosing a copy of a cost certification form and an
explanation of the final processing fee calculation. An
additional fee will be required when the engineer's certification
is submitted if the construction cost exceeds $10,001.00. In any
event, the cost certification must be completed and returned with
the engineer's certification before an approval to impound can be
issued.
The Dam Safety Law of 1967 requires that project
construction commence within one year from the -date of this
approval, or the approval is void.
Sincerely,
Charles H. Gardner, P. G., P. E.
CHG/JHPjr/
Enclosures
cc: Mr. Joseph E. Glass, P. E.
Mr. Harry J. Gibson, P. E.
Mr. Dean K. Bingham, P. E.
Mr. Samuel G. Warren

�! 1 ' -ilia ZA ICI • ' • • •
The 1990 General Assembly authorized in G.S. 143-215.28A the required
payment of application processing fees for the construction of new dams, and for
the enlargement or removal of existing dams. The total fee amount is based on
the cost of the completed project with a minimum application processing fee of
$200.00.
The cost of the completed project includes all labor and materials costs
associated with the construction, enlargement or removal of a dam and
appurtenances. However, the cost of the completed project does not include
costs associated with engineering design or quality control testing, land or
right-of-way acquisition, electrical generating machinery, or constructing a
roadway across the dam.
The minimum application processing fee of $200.00 is an initial fee and
must be submitted with the application for construction, enlargement or removal
of a daze along with a preliminary estimate of the cost of the completed project.
,Ihe State's review of an application will not cammence if the minim
application processing fee is not submitted with the application.
If the cost of the completed project exceeds $10,001.00, an additional
application processing fee must be submitted at the campletion of the project.
The additional application processing fee must be submitted along with the dam
owner's certification of the cost of the completed project; the engineer's
as -built plans; and the engineer's certification that the dawn and all
appurtenances have been constructed, enlarged or removed in conformance with the
approved plans and specifications. A.coppy of the owner's certification form is
herewith enclosed.
The additional application processing fee is based on the cost of the
completed project and is calculated according to the following percentages:
(a) 2% of the actual costs between $10,001.00 and $100,000.00
(b) 1.5% of the actual costs between $100,001.00 and $500,000.00.
(c) 1% of the actual costs between $500,001.00 and $1,000,000.00
(d) 0.5% of the actual costs over $1,000.00.00.
The maximum additional application processing fee is $50,000.00
The additional application processing fee must be for the exact amount as
determined from the percentages above and must paid for by ch�or
order. DO NOT SEND CASH. If the amount of the additional application
processing fee ratted is incorrect, it will be returned as unacceptable. An
approval to impound will not be issued until receipt of the required additional
application processing fee and an as -built inspection by the Division of Land
Resources, Land Quality Se6U& determines that the dam is in compliance with
the approved plans and specifications. It should be noted that only the
Director of the Division of Land Resources has the authority to issue an
approval to impound. Civil penalties up to $250.00 per day can be assessed or
injunctive relief can be sought for dams impounding prior to issuance of an
approval to impound.
Rev. 11-01-90

Page 2
Examples for calculation of the additional application processing fee
follow.
FEE CALC[=ION EXAMPIE NO. 1
Cost of Ccrrpleted Project = $77,000.00
- Minzmm Application Processing Fee Submitted -with Application = ' $200.00
- Additional Application Processing Fee Submitted at Completion
of Project = 2% x ($77,000.00 - $10,001.00) = $1,339.98
- Total of Fees = $1,539.98
FEE CALCC=ION EXAMPLE NO. 2
1
Cost of Ccupleted Project = $850,000.00--
- MinimLm Application Processing Fee Submitted with Application = $200.00
- Additional Application Processing Fee Submitted at Completion
of Project = 2% x ($100,000.00 - $10,0001.00)
+ 1.5% x ($500,000.00 - $100,001.00)
+ 1.0% x ($850,000.00 - $500,001.00)
$1,799.98 + $5,999.99 + $3,499.99 = $11.299.96
- Total of Fees = $11,499.96
Rev. 11-01-90

OWNER'S CERTIFICATION
AFFIDAVIT OF AcIuAL COST' OF CONS'I`R craw, ENLARGEmENT OR mom OF DAM
(COST OF COMPLETED PROJECT)
1. Name of dam
2. County in which dam is located
3. Owner of dam
4. Owner's address
5. Owner's telephone number
6. Authorized representative of owner
(if applicable)
7: Authorized representative's address
(if applicable)
8. Authorized representative's telephone number
(if applicable)
9. Engineer's name
10. Engineer's address
11. Engineer's telephone number
12. Actual cost of
Construction, Enlargemnt or RemavMT
of dam: $
13. Additional application processing fee enclosed $
The above information is true and correct to the best of my
knowledge and belief and was provided by me under oath.
Type or print name
Signature
I,
Title or authority
Date
a Notary Public of the County of
in the State of North Carolina, hereby certify
that appeared personally before me this day
and being duly sworn acknowledge that the above form was executed by him.
Rev. 01-08-91

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Land Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Charles Gardner, P.G., P.E.
Director and State Geologist
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
AT4��
OL
[DEHNR
June 21, 1995
Mr. Robert Henry Jessup, Jr., Registered Agent
R. H. Jessup Swine Farm, Inc.
Route 1, Box 169
Clarkton, North Carolina 28433
RE: Approval to Impound
Jessup Swine Farm Waste Lagoon Dike
Bladen County
Dear Mr. Jessup:
This concerns the subject lagoon dike you recently
constructed off -stream of a tributary to Hammonds Creek in Bladen
County pursuant to approval for construction on March 22, 1995 as
required by the Dam Safety Law of 1967.
"As -built" plans and specifications, and the engineer's
certification were received on June 19, 1995. The lagoon dike
was certified by the United States Department of Agriculture,
Natural Resources Conservation Service. The owner's
certification was received on May 30, 1995 along with Check No.
1016 for the amount of $247.14.
A final inspection of this lagoon dike was made by Land
Quality Section staff of the Fayetteville Regional Office on June
13, 1995. The lagoon dike was found to be in general conformance
with approved plans and specifications, and you may impound
liquid subject to the following stipulation:
A permanent vegetative cover which is sufficient to restrain
accelerated erosion shall be established on all disturbed
areas within 45 days of receipt of this letter.
Enclosed for your use is a "Dam Operation Maintenance &
Inspection Manual" which contains information on the maintenance
of dams and lagoon dikes for safe operation and also procedures
Geological Survey Secton Land Quality Section Geodetic Survey Section
[phone] [phone] [phone]
FAX: [phone] FAX: [phone] FAX: [phone]
P.O.'Sox 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

SHEET 1 OF 2
OPERATION AND MAINTENANCE FLAN
------------------------------
This lagoon is designed for waste treatment ( permanent storage) and
184 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for;
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year; but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indiczfte when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, Itoils, 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 seta
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It .is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre --charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
Begin temporary storage pump--oUt of the lagoon when fluid level
reaches the elevation 49.o as marked by permaneff�t�?ark:er . Stop pump -
out when the fluid level reaches elevation 4S.T�." This temporary
storage, less 25 yr- 24 hr storm, contains 240553 cubic feet or
1799.:338 gallons.
i3

SHEET 2 OF
4. The recommended maximum amount to apply per irrigation is
one (1) inch -and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 'feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 2.00 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right -of --ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Departm?nt of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
V0

Application Timing of'Nitrogen
Small Grain
Total
Month % N To Apply %N Applied
September
5
5
October '
10
15
November
9
24
December
6
30
January
8
38
February
12
50
March
19
69
' April
20
89
may
11
100
Bermudagrass
Total
Month % N To Apply %N Applied
March
4
4
April
8
12
May
13
25
June
20
45
July
23
68
August
18
86
September
10
96
October
4
100

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

Lagoon surface ---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment ---look for:
1. settlement, cracking, or "jug" holes
2. side slope stability ---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack 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 Iagoon 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

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 Iagoon 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 Iagoon 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, Iack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

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

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 Iarge-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
darn. 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 pIacement 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 Iagoon 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.

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several lopations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Anima! Waste Management Systems Manua!

1
EMERGENCY ACTION PLAN •
PHONE __)LFRS
DWQ
EMERGENCY MANA,EMENT SYSTEM 911
SWCD y/t� S� �A3OW
NP,CS 910 F6 Z 93 6
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to'ensure that
this does not happen. This plan should be posted -in W accessihle location for all emrlov� at the
The following are some action items you should take. - -F
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
A Lagoon overflow —possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump waste to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application. r
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d_ Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred. • C. Leakage from the waste pipes and sprinklers -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.
0•

WASTE UTILIZATION PLAN
----------------------
Owners name --:Robert H. Jessup 12 County:BLADEN
Mail Address-:Clarkton, NC
Type of production unit ---- :,FEED=FIN]
Number of animal units -----:557
Type, of waste facility-----: Anaerobic Lagoon,'
Temporary storage period---: 180 days
Method of application ------ :IRRIGATION
Amount of animal waste produced----------------- 9776 tons/year
Amount of plant available N produced by animals--: f118'3'3�Ibs/year
Commercial N to apply on planned acreage--------: 0 lbs./year
ti
Your animal waste utilization plan has been specifically
developed for your swine operation. The plan is based on the
soil types, crops to be grown, and method of application for
your particular operation. The waste must be land applied at a
specified rate to prevent pollution of surface and/or ground
water. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops
where the waste is to be applied. This waste utilization plan
uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle and annual soil tests
are encouraged so that all plant nutrients can be balanced for
realistic yields of the crop to be grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value of
the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the
needs of the crop to be grown and the nutrient content of the
waste. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infiltration
rates and leaching potential. Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to planting. Soil incorporation
of waste will conserve nutrients and reduce odor problems.
#_7

Page 2
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Annual acreage
requirements may be more or less based on the waste analysis
report for your waste management facility.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract Field Soil Crop Yield Lbs. N Acres Lbs. N Month to
No. No. Type Code /Acre /Unit Used Apply
10928 1 NoB C 6.1 50.00 39.0 11895 MAR--OCT
Total 39.0 11895
Available Nitrogen (includes commercial) 11833
Surplus Or Deficit -62
Crop codes: Crap -unit
,A=Barley-bu. I=Oats-bu.
B=Bermudagrass(graze)-tons J=Rye-bu.
C=Bermudagrass(hay)-tons K=Small grain(graze) -acre
D=Corn(grain)-bu. L=Small grain(hay)-acre
E=Corn (silage) -tons M=•Sorghum (grain) -cwt.
F=Cotton-lbs. lint W=Wheat-bu.
G=Fescue(graze)-tons Y=Fescue (pasture) -tons
H=Fescue(hay)-tans Z=Bermudagrass(pasture)-tons
►A

Page 3
If more commercial fertilizer is used than shown in this plan,
then additional acres of land may be needed. A three to fifteen
feet wide permanent grass filter strip should be seeded along all
ditches in fields that receive animal waste.
Additional comments:
--------------------------------------------
------------------------------------------------------------------
------------------------------------------------------------------
Prepared by: �ke�G: l.),¢gget) Title: OC Date: /-30
Concurred in by: Date: /-� 4�-
Produc
I understand that I must own or have access -to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year 1-day storm event. I also
certify that the waste will be applied on the land according to
this plan at the appropriate times and at rates that no runoff
occurs.
Date: 1 -1'
Producer
Technical Specialist: 2� 0, Date: /-36--Sd—
(Copy to producer and copy to case file)
a

' ���.+3s��C���.:�'i•,.•;•,rtf,;�•. 't'' �:f��t1',1��:�b •• :•;� dr,' , , .. •�}'r�,KZ�.'y . �i�4)� '��' i��'0 r�� ':\ ,�5� ''� �+�Y
(� .;;N•,��.fiw'ri.,;��ii.- � �4ir�rJ4 .t�,r•, t . „�;� .y. ,.,�• ;��� ' .� •:v
R•`,''.��I;�.� �:• ,� «i3�i�i�'' a � `'�'' '' '��'Lt'f""' -1( �+ � �„t 'ti J •�•: ti11i '
�•V,:tea ?y}'�
j�,,f •t+/ �j�FU �'�'-� �j ^Y �a 1i�.' ..:L�� � iht: �'�r.�i'..w;'r�. '.��t' ;rF���yy:l• 1♦: �y. '� 4. t \ ��i
}'.=113•�•"7,;3,'.}�•r'�L; ."';�'��4P. i '" �1•�. ry:C.:y'``.' '.'y�•ti[,', "� '� ►1b�1 t h � S ''•' i
�'] +i{ l.' �9�.••. - Vr rj• �+ '�''•.s: Sk•' Iyi .��S �, J I. 4+..' �� 5
C1 .^yam i '�I'4,`�Ili r1l,i 1 �� i L�'�LJ`„ ' , \;" ,, �1• 1 ,. rt . '.�
� p•.►r 'ti �'- �','. .� �tl-'}` .31tti ,�.ws.�•::'c+hLyt:.:.,4
. ,..�i V: x�jr�i; �•Y}5�,?`.-..; ` �' + ' t A � . .�+ .rs.. 1�,. . r. r�cd��.;irt
ry FP, O ,".7r, t.,t. , .`, ��i 7. ',•ter'': n�L/ , i r
a �7 T.,� i•• k. �.. _ ^ t'ti Y .n ,,�• fir• �,y a-.^:" 'Yrc.�•,
•a�; ''.�„ij ��"j ,�'.�+� 1 - ,� •.+ \ a�-;, 1r'1 �.�tyy?•��.: �'!r.>w�; �, .L� .�-� �','.'. ��ti'{�•� T• ;<
... t ` :Ir7 dga'a.
'lz ' ' ir, :r .+ , y �ti d �• ' �r 4 �` ') �'�l! �' � R� a� „�r \p-.'i''':�� rf��' -" ,}�.0 1 '- '.+:
• �•.�.+�; �' : � r . � a ti );.. -i,+ , .'�`, :: i'.L y .4,�, Tt'�., ' y"� i ` �:• il4�i' � s s+.+r �++e.'��' yT•'�"►:�;i:,S�w
-.�� _ - i%%•:, �• tjr.�•.l�li` �'���•.i4 , 17 Ik`� ?" �, i�` a ���:r--1;+.���:•C!. h��.�• 1
+ tF ' ' . ..� r - � �Y f l �t 4 � 4'a. � � �'`, •�t'y 1 f 11,E � / t'!'. L; .'�'t` � � IT
si
Vm�l
�!. �. �., �� ��,• � ,-:• r.' '�ia . � �' a}y1 `?` �„�,`��a''7tly� + y�,�,ly� , 1. f1,Q t �` ,.`••
•4-,�i.,' .`Z.��`ylja .� ! ':,'� ..` F C„ '�� � .Y1 d.\15' 7!,IA��.: 4}.,,�,�x�`, �� ,,�' •%.i1 � � . ; 1 t•
Ad •, ';' ply ,i,. ;a,,, r�:r;'I�ti" twl"'�ls�".r:l{ '•t1i
., r. •,y, w ♦. .r Y/.'h
L:1• �M' : , , �1 ,. { '.. 11..,E.��lJ{.� i f
is : Y• 1 =• .�'' 1 � r yx ''' s �`(. 11. • 1 T i �1grN•' 1 ,, I;f`r ��� y.
• .. F7 � ,�., t+. •�+ 1' •M. '� • �r,' ' {' Z, " �, rrr...111 e � r� V .'y l �, '11'Iw +, VtG.
.� yr `'• , '�`
r`•. ,!•. �'- �-'� ,rt `.�_• �Nrfj ,�+'•a , 'L.'f+% ti .�.1 .4, `, r.!IY•' i � i
� +r •- � - ' 'U �.� is -,, �'�+ •�'•. �, , f( ',,ai `•.
;,r:'••• ! : ; t'' ...' . • •. r •...tiJ�ti"
.i•1-'� �'� ...Yy ' "...L••ii.'•. _ 'Ss .. SPX.• jJ . �� r•�'yt'`i.- `1.1 (- r.
'�"{ yi`.; :~•'.":r L. .'' ,r �'' ••"'16V�•.'.,': � j' �i � 'n� ty• '.`v,, ,�:: � II
. :�`.y .iFv-' `"alga ":' `''�'�';•: •:� `�`J. ,•' ' r:r: � � pr ,.
- -rt: - � .. �'•-'�',�,��'•ff��il eee�777���.�f t�,'..•:s�.� ', t ••: .4 �'3, Tf' '` .�, 4, :\ �- .• ..
./L 1.7:
_ N�• .. - �' j '� '',�, • : �,F'H;';'1%r•„'?� �f'�•� ' t• � Q . s 1 411^ "y �nf l 'a' �.•.. '
' • 1` �'. r • f�t,� . � I k, �ry,.`��� ,f �,.,i�j� •• i5y r" ,71� "i*
• CS;
i...fr,l }• } y.�� f',[�'.. :f 1. y � `'A '•` . / •M •; 'A_i''� :. 11 �,j
.{
..�',.�•J.w�' .. .. '_ -•,Sr t a"�f:,:�4:4 '"M4' �;'w � i'� ,'. 1{ -..x '{;,'.';Ytii}iia�r!'�'
�•. �v--f,'s" h:.r;!, ftf`•, .r �� ... ' ... { � ey*,•,,, +.. \.•-'.I,�t- _ .-+. ., r•T .�i�
,

kit) N
co
co
:el dl(
'ZIX
cn
pe"I 1 e.
Tj

Atcac*=enc B
?age 1 o: 3
Forth Carolina Agricultural==ter.sior. Seraicf
Agri -Waste
Bioog:=I cared , , Engrg 1. N r6: C=&Z-- Sty
rv�srocz -"= $.a.ac , "u.-S-IS An r ST =r : 105
OF Ian • APF'_ICASI014 II AL
J —e s C . Bj kz-_-
w
_. Scraped di-recLy from lot into spreader
' a. F--= loaded spreader, collect about 2 lbs of ---a yam
d3="e-tu: locani.ous using no=eral.lic cailactars .
iLi. Fz= Storage
a. Collar-= aaouc 2 lbs of maauxe fro= tmdar :he space c=uxt
avoiding bedding na:.e-fai s aad using Meant 12 i c collet=ors .
B . Ij =id M+aa=e Slmxr
_. Under- slorred-hoar pit
a. Exz a a 1/2' tiormerallic conci::t open on both ends into
r.-ms.:re to pit floor.
b. Seal upper and of condtiit (e.g., by placing a :Merin over and
of cuabzi:.)--zcpimg mxm a that has entered lover end, re=cva
and empty slt:.-_y inro plastic buzktL or nonmetallic container.
c. Take subsa ples :E--om 5 or =sore loci ions or at least 1 quar-.
d. yjx and add about 3/4 pint to no=etallic sample container.
ii. Exterior storage basin or taak
a, MA stxe -arm,re bas been well =ixed vim a liquid manura
chopper-aagitar-or pump or propeller agi ator.
b. Take zubsaxsples from about 5 pig locations, f=am agi:.ator PUMP
or :ran manure rpreader and place in = plas c bunker—
* Professor and Ex-zension Specialist, Biological and Ag*iMklt :=al Engizeering
n•-•,-+-�•�r u•,r!, Carolina scare Universi-_-7. Nc.

Mcachmez_ B
Page_' of 3
c. Mix and add 3/4 pint to a nonmetallic sample container.
C. Lagoon Liquid
i. Collect about 3/4 pint of recycled lagoon liquid from inflow pipe
to flush tznks in a nonmetallic sample container.
ii. From lagoon
a. Place a --all bottle (1/2 pi=t or less) on and of 10-15' pole.
b. Zxtend bottle 10-15' away from bank edge.
c. Brtsh away floating sc=w or dabris_
d. Submerge bottle within 1' o:: liquid surface.
C. Empty into a plastic bucket., repeat about 5 times around
lagoon, mi.x, and add 3/4 pint to nonmetallic sample container.
D. Broiler or Tarkey Litter
_. Bouse litter
a, visually inspect litter for areas of varying quality, e.g.,
areas around feeders and caterers, and estimate percent of
floor surface in each area.
b. Take knout 5 litter subsa=ples at locations proportionate to
item a. E.g., if 20E of litter of similar visual quality is
around Feeders and waterers, take 1 subsa=ple there and the
ocher A subsamales from remainder of door surface.
c. At each location, collect litter from a 6" by V area down to
earth floor and place in a plastic bucket.
d. After 5 subsamples have been added to the bucket, mix, and add
about 2-3 lbs litter to a nonmetallic sample container such as
a 1-gallon freezer bag and seal.
U. From stockpile
a. Take subsamples from about 5 locations at least 18" into pile.
b. Mir:, add 2-3 lbs to nonmetallic sample container and seal.
AK

at:ashmen: 3
Page 3 :: 3
�1. SANT r PRKPA A. IQN AND L1;j
A. Place sample into an expandable container that can be sealed.. Rinse
residues from container with clean water but do not use disinfectants,
soaps, or treat in any ocher way.
B. Pack sample in ice, refr_geraze, freeze, or =ransfer zo lab quickly.
C. Hand -delivery is most reliable way of sample t_arsfer.
D. it mailed, prctect sa=nle container with packing material such as
newspaper, bcx or package with v_appiag paper, and tape.
Z. Cammer__a' samale containers and mailers are also avai_lble:. Cc:irac_s_
i .' L&I. Eastern Agric=! _oral Lab. lac. iii . Polyfoax ?ackars Uri.
7621 Whltepine Rzad 2320 S . Foster Avenue
Richmond, 7A 22237 � 7heeling, i! 60090
yh: [phone] Ph: [phone]
A. Fisher Scientific Co.
3315 Winton Road
Raleigh, NC 27604
Ph: [phone]
iv. NASCQ
901 3anesrllle Avenue
Fort Ark{ -:son, VI 53535
Ph: [phone]
.- Private analytical labs are available, but sample analyses are cos;.lf.
C. The NCDA provides this service for North Carolina tesidews_
i_ Address: Nor_h Carolina Denarrment of Agr{cul =re
Agronomic Divisian
Plant/GTasre/Solution Advlsory Sect{ oa
Blue Ridge Road Center
Z.O. Box Z7647
Raleigh, NC 27611
Fh: [phone]
Ate: Br. Ray Cappbali
U. Forward 64 along with the sample.
iii. Include the following identification information .ith sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (swine -nursery, finishing; tz:rkey-breedars,
brooderhouse, grower, n= ber flocks grown on litter; etc.)
c. Waste type (dairy -lot scraped manure, liquid slurry; swine -pit
slury, lagoon liquid, sludge; broiler -house litter, stockpile
iv. Routine analyses performed on all samples: N, P, K, Ca, Mg, Na.
S. Fe. xn, Zn. Cu. B
v_ Additional analyses *performed upon request: DX, Mo. Cd. Ni. Pb

Mortality Management Methods
(check which mcthod(s) are being? implemented)
'.J Burial three feet beneath the surface of the Ground within 24 hours after
knowledge of the death. The burial must be at lCast 300 Net from any flowing
stream or public body of water.
Rendering at a rendering plant licensed under G.S. 106-168.7
Cl Complete incineration
O In the case of dead poultry only, placing in a disposal pit of a size and'desion
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)
Insect Control Checklist for Animal Operations
tiu,u'ce C1i11iC UMNs to Cisnit•nl luseds Silty Specific Praclices
Liquid Systems
blush Cuu�rs Accumulation ursolids O l-lusit syslCIll is designed and operued
surftcicully to rullovc ucemuulawd solids from
Cutters as designed.
0 Remove bridging of accuuwlatcd solids ill
l.aLnuus and fits Crusled Solids 4 Mahalkin lugoous, settling busies and piss whcr4
pest breeding is apparent to minimize llic
crusting of solids to a deptlt of no Inonc than 6 -
8 inches over more than 30% of surface.
Ext;L live Vcgewtivc Occuying vegoaticut Maialuin vcgelative control along hanks ul'
liiutititlt lagoons and other impoundments to prevent
accumulation of decuying vcgclutive jualler
along wale's C(Igc on impoundiucnI's perimeter.

Swine Farm. Waste Management Odor Control Checklist
Selalrcc Cause 11MPs to M1uiulize Odor Silc Spccilic Practices
l unlutcall Swine production Vcgclalivc or wooded buClers;
4!Iteconimcodcd best managemcul praclices;
L Good judgmcal and common sense
Animal burly surfaces • Dirly manure -covered uninlals Dry floors
Ii for surlilccs • Wet inallurc-cuvcrcd flours /Skilled floors;
Pl Waterers I'malcd over sloucd floors;
Cl Feeders at high end of solid floors;
Cl Scrape manure buildup from floors;
I-) Underfloor ventilalion for drying
Manure calleclicu pill • thine;V Frequent manure removal by flash, I l rechar --
• Partial ulicrubial decomposition or scrape;
ra Underfloor vcnlilatiou
Ventilation esilausl fans . Volatile gases; I -all Maintenance;
Dilst �96iflicienl air movenicnl
surluccs Dust tf Waslldown between groups of animals;
11- Iced additives;
13 Feudur covers;
Cl Feud delivery duwuspoui extenders to f4ciler
covers
Flush Imiks
+ Agilatim, of recycled lagoon
0
flush lank covers;
liquid while tanks arc filling
n
J.—Mend fill lines to near holtom of lacks wilt,
auli-siellon veins
_
11112.11 alleys
�..
• Agilalion during wasluwatcr
0
Underfloor flush with underfloor ventilaliu,l
conveyance
I'll lixilarge poinis
• Aghailo t of recycled lagoon
13
Extend recharge lines In near hollum of pill
liquid while pus are filling
with anti -siphon vcnis
Litt llwlnlns
aAgilallnll during sllll111 lu lit
0
S,11111) lillik corns
filling and drnwdown
Outside drain collccfion
• Agilalion during wastewisler.
0
flux covers
ur jollailnl Luxes
cuuveyauee
MAO( 'uvuMhcr 11. 1996, Page 3

Source _ Cause - --- T - BMPs to Minimize Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater Q Cxlend discharge point of pipes undernezilt
lagoon coliveyance 11 lagoon liquid level
Lagoon surfaces • Volatile, gas emissions; 41/ Proper lagoon liquid capacity;
• Biological mixilse; '?f Correct lagoon startup procedures;
• Agitation '!'1 Minimum surface area-to-volumc ratio;
Minimum agitalion when.pumping;
Cl Mechanical aeration;
C1 _ Proven biological additives
Irrigatiull sprinkler
I Iigli pressure agilalion;
Irrigalo on dry days wills little or no wind;
nuzzles
.
Wind drift
res Miuinwnt recommended operating pressure;
460'�Pump
intake near lagoon liquid surface;
❑
Pump front second -stage lagoon
Swragc luask or basin
•
l'arlial miesubial decumliusitiuu;
n
110110111 or midlevel loading;
aalrl'aa:c
.
Mixing while, filling;
❑
'Tank covers;
•
Agitation when emptying
p
Basin surface mats of solids;
L1
Proven biological additives or oxidants
5enlilla basin surface
•
Partial ulicrubia! dccompushioa;
C1
INmid drainpipe oullcls undcrueuth liquid
•
Mixing while filling; -
level;
•
•
Agitation when cmplying
Cl
Remove settled solids regularly
M.-inure, slurry or shldge
•
Aghmilou whlpi spreading;
❑
Soil injection of slurry/sludges;
splvader U1111CIS
•
Volatile gas uIllisslons
❑
WasWresidual manure from spreader after use;
f:l
Proven biological additives or Oxidwas
Ilacoverctl manure,
•
Volatile gas emissions While
❑
Suil injection ofslurry/sludges!
slurry or sludge on field
drying
f.2
Soil incorporation Within 48 In.;
sllr tiaCeS
C]
Spread in Thin uniform layers fur rapid dryiag,
L1 1I1Xoven biological additives or oxidants
Dead allillials • Carcass decomposition Proper disposition cif carcasses
Mad uuiauat dispusal • Carcass decomposition ❑ Complete covering of carcasses in burial piss;
pits ❑ Proper local ion/consirue Iion ol'dispusal pits
blwiucrc,turs 0 Incilmplute a ombustillll Cl secondary stack burners
AlvlC' Nownher 11, 1996, Page 4

Source Cuuse I1MPs In Mluituixe Odor Site Specific IIrucllces
Standing water around • lmproper drainage; Gracie and landscape such Ihut water drains
hwililics . Microbial decomposition of away from facilities
organic matter
I►lanurc lrackc+l unto • Poorly maintained access roads Farm access road maimlenance
public roads Iiont farm
access
Additional Information : Available from : .
Swinc klunnn: klanagemeul ; 0200 ltuldBMP Packel NCSIJ, Cuunly limensiuu Cutler
Swinc Prorluclian Farm Potcnlial Odor Sources and Remedies ; MAE Fact Sheet NCSU -13A1i
Swint Pruductiun Fucility Manure Management: Pit 11ccliarge - Lagoon Trcutment ; MA£ 128-89 NCSU - IIAH
Swine I'rnductiun facility Ivlacture. Management: Underfloor Flush - Luguon Trcalmeol ; EBAi? 129-88 NCSIJ - IiAli
Laguun Design anti Managanult fur Livestock Manure Trcutment and Storage ; RIME 103-83 NCSIJ - I IA I's
Calibradmi of Manure and Waslcwalcr Application Egtcipntcttl ; EBAE Duct Sheol NCSIJ - BAE
Cunlrulling Odors from Swinc 110ildings ; Pill-33 NCSU - S►virte i+xlertsiurt
latviromnumal Assurance Program ; NPIT Manual NC Turk I'rutlueers Assoc
Optitms fur hIattugiug Odor ; a report from lltc Swine Odor Task Forcc NCSIJ Agri Cuumuniculimts
Nuisance Cnncums in Animul Manure Management: Odors anti Flies; PROM, 1995 Cunfcrenec Procectlings Florida Cuuperilivu Extension
AMO C - I4--vembur 11, 1996, Pap 5

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Dean C. Hilton
Robert H. Jessup Farm # 2
PO Box 535
Elizabethtown, NC 28337
Dear Dean C. Hilton:
Division of Water Quality
Coleen H. Sullins
Director
December 23, 2010
Qee Freeman
RECEIVED Secretary
DEC 2 g 2010
DENR--FAYETTEVILLE REGIONAL OFFICE
Subject: Certificate of Coverage No. AWS090126
Robert H. Jessup Farm # 2
Swine Waste Collection, Treatment.
Storage and Application System
Bladen. County
In accordance with your December 21, 2010 Notification of Change of Ownership, we are hereby
forwarding to you this Certificate of Coverage (COC) issued to Dean C. Hilton, authorizing the operation
of the subject animal waste management system in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Robert H. Jessup Farm # 2, located in Bladen County, with a swine animal
capacity of no greater than the following annual averages:
Wean to Finish: Feeder to Finish: 5145 Boar/Stud:
Wean to Feeder: Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder:. Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
The COC shall be effective from the date of issuance until September 30, 2014, and shall hereby void
Certificate of Coverage Number AWS090126 dated October 1, 2009. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Please pav careful attention to the
record keeping and monitoring conditions in this permit. Record keeping forms are unchanged with this
General Permit. Please continue to use the same record keeping forms.
1636 Mail Service Center, Ralegh, North Camlina 27699-1636
Location: 272E Cani,al Blvd., Raleigh, North Carolina 27604 One
Phone: [phone] FAX: [phone] t Customer Service: 1-877�23-6746 N 01rtl7 CarOli l3a
intam�v et: ww.ncwater�uality.org Naturally
/�_
An Equal Opportuniiy%At%-ndtiveAction Employer ��/ l L ` y

If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per 15A NCAC 2T .0105(h) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties. and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, then an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Unit for information on this
process. Unless such a request is made within 30 days; this COC shall be final and binding.
In accordance with Condition II.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You
may find detailed watch/warning information for your county by calling the Wilmington, NC National
Weather Service office at [phone], or by visiting their website at: www.erh.noaa.aov/er/ilm/
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at
[phone].
Sincerely,
�6 (ax'4��
_Jor Coleen H. Sullins
Enclosure (General Permit AWG 100000)
cc: (Certificate of Coverage onlv for all ccs)
FF-- ille_Reg'ional Office, Aquifer Protection Section
Bladen County Health Department
Bladen County Soil and Water Conservation District
APS Central Files (Permit No. AWS090126)
AFO Notebooks
Prestage Farms Inc

July 1, 2007
Robert H Jessup
Robert H Jessup Farm #2
PO Box 608
Elizabethtown, NC 28337-0608
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
r�
n r•
1:,..i t7 2.c,n:
Subject: Certificate of Coverage No. AWS090126
Robert H Jessup Farm #2
Animal Waste Management System
Bladen County
Dear Robert H Jessup:
In accordance with your application received on 4-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Robert H Jessup, authorizing the operation of the subject animal
waste management system in accordance with General Permit AWG 100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Robert H Jessup Farm #2, located in Bladen County, with an animal capacity of
no greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 5145 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition III.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual- increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please paw'
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwater uali .o Location: 2728 Capital Boulevard
An Equal OpportuOylAffirrnative Action Employer— 50% Recyded110% Post Consumer Paper
Na Carolina
&M11y
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .01 I l (c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910433-3300. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Bladen County Health Department
Bladen County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AW S090126

November 5, 2007
Robert H. Jessup
Robert Jessup Farm #2
P O Box 608
Elizabethtown, NC 28337
Michael F. Easley, Governor
William G. Ross Jr., Sccretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
RECEIVED
NOV 0 T W
om-nAYEiTEViLiERBGIOMOMCE
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS090126
Robert Jessup Farm #2
Animal Waste Management System
Bladen County
Dear Robert H. Jessup:
The Division of Water Quality (Division) received your sludge survey information on October
31, 2007. With the survey results, Kathy Dugan requested an extension of the sludge survey
requirement for the lagoon at the Robert Jessup Farm 92 facility not to be required until 2009.
Due to the amounts of treatment volume available, the Division agrees that a sludge survey is not
needed until 2009. The results of the 2009 sludge survey are to be submitted by March 1, 2010.
Thank you for your attention to this matter. If you have any questions, please call me at (919)
715-6937.
Sincerely,
Miressa D. Garoma
Soil Scientist
cc: Fayetteville Regional Office, Aquifer Protection Section
Kathy Dugan
Central Files
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterqualit, .or Location: 2728 Capital Boulevard
An Equal OpportunitylAihrmative Action Employer— 50% Recydedl10% Post Consumer Paper
N"(i�4htCarolina
Naturally
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

6q-0uy
F wATE
`O�� 9pG Michael F. Easley, Governor
C y William G. Ross Jr., Secretary
j North Carolina Dep. mwent of Environment and Natural Resources
O 'C
Alan W. Klimek, P.E. Director
Division of Water Quality
March 1, 2007 WAVED
MR. ROBERT H. JESSUP MAR Q 2 2W
ROBERT H. JESSUP FARM #2
PO Box 608 ON-FA1REi1tV IEpMplypfpp
ELIZABETHTOWN, NORTH CAROLINA 28337-0608
Subject: Application No. AWS090126
Additional Information Request 92
Robert H. Jessup Farm #2
Swine Waste Collection, Treatment, Storage and
Application System
Bladen County
Dear Mr. Jessup:
The Animal Feeding Operations Unit has conducted a preliminary review of the subject permit
application package. Additional information is required before we may continue our review. Please
address the following item no later than March 31, 2007.
We have received your application for the State General Permit for animal Waste Management Systems.
The copies of the Waste Utilization Plan (WUP) received with the application were not signed nor dated.
Please provide two copies of the signed and dated plan. Note that the WUP must be signed by both the
owner and technical specialist.
Please reference the subject application number when providing the requested information. Two copies
of all revised and/or additional documentation should be signed, sealed, dated, and submitted to my
attention at the address below. Please note that failure to provide this additional information on or before
the above requested date may result in your application being returned as incomplete. Also, your facility
must continue to operate under the current NPDES permit until the information is received and a
new State COC is issued.
If you have any questions regarding this request, please do not hesitate to contact me at
[e-mail] or [phone]. Thank you for your cooperation.
Sincerely,
Duane Leith
APS-Animal Unit
Cc: Fayetteville Regional Office, Aquifer Protection Section
APS Central File
tW
Carolina
urally
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]
Internet: www.ncwatercluality.org Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax Z [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycledl10% Post Consumer Paper Customer Service: [phone]
1

URobzrt_H:_Jessup�
P.O. Box 608
Elizabethtown NC 28337
NUTRIENT MANAGEMENT l-yokm
Grower(s):
Farm Name:
County:
Farm Type:
Farm Capacity:
Storage Structure:
Storage Period:
Application Method:
Robert Jessup
Farm 2
Bladen
Feed -Fin
5145
Anaerobic Lagoon
180 days
Irrigation
I !,PR 09 2M
OEM-FA*17FW Mr
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
RECEIVED I DENR 1 DWQ Page: 1
AQUI;:FR-aQ0Trr10N SECTION
APR 0 6 ?Ong

problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
;— for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this tyke of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
5145 animals X 986 gallanimal/year =
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
5145 animals X 2.30 Ibs/animal/year =
5,070,398 gallons
11,833.50 Ibs
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type, and surface application.
Page: 2

Tract
Field
Soil
Type
Crop
Code
Yield
/Ac
Ibs N
/unit
Acres
Lbs N/Ac
Residual
Lbs N
IAc
Ibs N
Required
Time to
Apply
1092
1A
NoB
C
6.1
50.00
2.75
305.0
838.75
Mar -Oct
1092
1 B
NoB
C
6.1
50.00
1.79
305.0
545.95
Mar -Oct
1092
2A
NoB
C
6.1
50.00
5.51
305.0
1680.55
Mar -Oct
1092
2B
NoB
C
6.1
50.00
4.96
305.0
1512.80
Mar -Oct
1092
3A
NoB
C
6.1
50.00
5.51
305.0
1680.55
Mar -Oct
1092
3B
NoB
C
6.1
50.00
3.10
305.0
945.50
Mar -Oct
1092
4A
NoB
C
6.1
50.00
4.69
305.0
1430.45
Mar -Oct
1092
413
NoB
C
6.1
50.00
1.38
305.0
420.90
Mar -Oct
1092
all
NoB
Jt'`
50.00
29.69
50.0
1484.50
S-April
Total 29.69
Available N
*Difference
10539.95
6355.00
-4184.95
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer
annuals.
*A negative number reflects the total Ibs of additional nitrogen needed to achieve yields on
acreage listed in chart. A positive number means additional acreage is required to utilize the
nitrogen produced by the farm.
I NOTE:
This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
Page: 3

The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
The following legend explains the crop codes listed in the table above:
Qmp Code Crop
A
Barley
B
Hybrid Bermudagrass - Grazed
C
Hybrid Bermudagrass - Hay
D
Com - Grain
E
Com - Silage
F
Cotton
G
Fescue- Grazed
H
Fescue- Hay
I
Oats
J
Rye
K
Small Grain - Grazed
L
Small Grain - Hay
M
Grain Sorghum
N
Wheat
O
Soybean
Lbs N utilized / unit yield
1.6 lbs N / bushel
50 lbs N / ton
50 lbs N / ton
1.25 lbs N / bushel
12 lbs N / ton
0.12 lbs N / lbs lint
50 lbs N / ton
50 lbs; N / ton
1.3 lbs N / bushel
2.4 lbs; N / bushel
50 lbs N 1 acre
50 lbs N / acre
2.5 lbs N / cwt
2.4 lbs N / bushel
4.0 lbs N / bushel
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 0.36 pounds of plant available nitrogen per animal per year in the
sludge based on the application method listed earlier.
If you remove the sludge every 5 years, you will have approximately 9261.00
pounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 30.87 acres of land. If you apply
the sludge to com at a rate of 125 pounds per acre, you will need 74.09 acres of land.
Please be aware that these are only estimates of the PAN and land needed. Actual requirements
could vary by 25% depending on your sludge waste analysis, soil types, realistic yields, and
Page: 4

applications.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Field
Type
Crop
inthr
' inches
1092
1
NoB
C
0.50
1.00
1092
1
NoB
K
0.50
1.00
;This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsiability of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
Additional Comments:
Page: 5

NUTRIENT MANAGEMENT PLAN CERTIFICATION
Name of Farm:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. Vwe know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
Vwe understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request..
Name of Facility Owner:
Signature:
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
T
Signature:
Please Print
Sonya Johnson Barber
Harvest Net, Inc.
P.O. Box 32
Council, NC 28434
[phone]
Date
Page: 7

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 1, 2006 y"""-7
r ♦.i k
CERTIFIED MAIL _ y
RETURN RECEIPT REQUESTED
Robert H Jessup
Robert H Jessup Farm ##2 t. ~ -• —j' -
PO Box 608
Elizabethtown, NC 283370608
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on
July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to
retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State
Non -Discharge General Permits are available at http:/lh2o.enr.state.nc.us/aps/afou/downloads.htm or by writing or calling:
NCDENR— DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
-Telephone number: [phone]
In order to assure your continued coverage under one of these two types of e�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
NPDES General Permit.' The application form must be completed and returned by January 2, 2007. Please note, you must include_
two 2 copies of your most recent Waste Utilization Plan with the 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 525,000 per day.
If you have any questions about the draft general permits, the enclosed application, or any related matter please feel free to contact the
Animal Feeding Operations Unit staff at 919-733-3221.
Sincerely,
it V�
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Bladen County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 090126
Prestage Farms Inc
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterqualibL= Location: 2728 Capital Boulevard
An Equal OpportunitylAffimrative Action Employer- 50% Recycled110% Post Consumer Paper
Raleigh, NC 27699-1636 Telephone:
Raleigh, NC 27604 Fax 1:
Fax 2:
Customer Service:
No�Carolina
(419)' alur lly
[phone]
[phone]
[phone]