260004_CORRESPONDENCE_20171231

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
May 17, 2000
C. V. Downing
Rt 2 Box 321
Fayetteville NC 28301
od
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Rating of Potential Risk
Inactive Waste Lagoons and Storage Ponds
C. V. Downing & Sons
Facility Number 26-4
Cumberland County ,
Dear C. V. Downing;
During the 1999 session, the North Carolina General Assembly passed a law directing the North
Carolina Department of Environment of Natural Resources (DENR) to develop an inventory and
ranking of all inactive lagoons and storage ponds in the State. In order to meet this directive, a
representative of DENR has recently evaluated the inactive lagoon(s) and/or storage pond(s) on your
property. Inactive lagoons and storage ponds were defined by the Statute as structures which were
previously used to store animal waste but have not received waste for at least one year.
The information collected on your property is contained in the attached field data sheets. Using
this field data, staff ranked your inactive waste structures as high, medium or low according to its
potential risk for polluting surface and/or groundwater. Your waste structure(s) was ranked as
follows:
Structure Number Surface Area (Acres) Ranking
1 0.95 Medium
2 0.82 Medium
This ranking is based in part on the conditions existing on the day of the site visit. Changes in
these conditions or the collection and evaluation of additional data may modify the ranking of your
waste structure(s) in the future.
Information on your facility along with over 1000 others contained in the inventory has been
provided to the General Assembly. During this year's session, the General Assembly will consider
additional requirements for future management of these structures which may include requiring
proper closure of inactive lagoons and storage ponds according to current or alternative standards.
225 Green Street, Suite 714, Fayetteville, North Carolina 29301 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycied110% post -consumer paper

Rating of Potential Risk
Inactive Waste Lagoons and Storage Ponds
Animal Waste Management System
Page 2
Regardless of their ranking, owners of all waste lagoons and storage ponds have certain
management responsibilities. These include taking appropriate actions to eliminate current
discharges, prevent future discharges and to insure the stability of their structures. Staff of the
Division of Water Quality will be in contact with owners of all inactive structures that have been
determined to pose a serious environmental risk, based on its ranking and/or additional field data
collected by the Department.
All liquids and waste removed from these structures must be land applied at a rate not to exceed
the agronomic needs of the receiving crops. Any major modifications made to the dike walls or
structure must be done in accordance with current standards and under the direction of a technical
specialist designated for structural design. Your local Soil and Water Conservation District is an
excellent source for information and guidance related to proper waste application practices, structure
operation and maintenance, and other related animal waste management standards and/or
requirements.
Nothing in this letter should be taken as removing from you the responsibility and liability for
any past or future discharges from your Iagoon(s) and/or storage pond(s) or for any violations of
surface water or groundwater quality standards.
Thank you for your cooperation and assistance in this process. If you have questions concerning
your inactive structures, please contact the staff of either in the Division of Water Quality or the
Division of Soil and Water Conservation in the Fayetteville Regional Office at [phone].
Sincerely,
Paul Rawls
Water Quality Regional Supervisor
cc: Cumberland County Soil and Water Conservation District Office
Facility File

Facility Number 26 — 4 Lagoon Number Q1......... Lagoon Identifier It7last'lve..� ........................
0 Active 0 Inactive
Waste Last Added.G.-.1.-91...........................................
Determined by: ® Owner ❑ Estimated
Surface Area (acres):
Embankment Height (feet):
Distance to Stream:
By measurement or Map?
Down gradient well within 250 feet?
Intervening Stream?
Distance to WS or HOW (miles):
Overtopping from Outside Waters?
Latitude F347 F567 15
Longitude 78 45 43
By GPS or Map? 10 GPS ❑ Map
GPS file number: IF020215A
Q1.9Q........................
1................................
0 <250 feet Q 250 feet - 1000 feet O >1000 feet
❑ Field Measurement 0 Map
0 Yes 0 No
0 Yes 0 No
OQ<5 05-10 0>10
O Yes Q No O Unknown
Spillway O Yes O No Adequate Marker O Yes 0 No
Freeboard & Storm Storage Requirement (inches):
Inspection date 2-2-2000
appearance of 0 Sludge Near Surface
lagoon liquid 0 Lagoon Liquid Dark, Discolored
0 Lagoon Liquid Clear
0 Lagoon Empty Freeboard (inches): 72
embankment condition 0 Poorly Built, Large Trees, Erosion, Burrows, Slumping, Seepage, Tile Drains, Etc.
*Construction Specification Unknown But Dam Appears in Good Condition
0 Constructed and Maintained to Current NRCS Standards
outside drainage 0 Poorly Maintained Diversions or Large Drainage Area not Addressed in Design
O Has Drainage Area Which is Addressed in Lagoon Design
O No Drainage Area or Diversions Well Maintained
liner status 0 High Potential for Leaking, No Liner, Sandy Soil, Rock Outcrops Present, Etc.
0 No Liner, Soil Appears to Have Low Permeability
0 Meets NRCS Liner Requirements
ication equipment fall to make contact
and/or Sprayfield 0 Yes No O Unknown with representative O Yes 0 No
unavailable
comments

Facility Number 26 -- 4 Lagoon Number .0.2........ Lagoon Identifierln.aaive..i.ag9.Qn.A2.......................
Q Active pp Inactive
Waste Last AddedB.-.1-2............................................
Determined by: ® Owner ❑ Estimated
Surface Area (acres): Q.8?.........................
Latitude 34 56 12
Longitude 78 45 43
By GPS or Map? IN GPS ❑ Map
GPS file number: IF020215A
Embankment Height (feet): 4- ...........................
Distance to Stream: O <250 feet# 250 feet - 1000 feet O >1000 feet
By measurement or Map? ❑ Field Measurement ® Map
Down gradient well within 250 feet? O Yes 0 No
Intervening Stream? Q Yes p No
Distance to WS or HOW (miles): Q < 5 Q 5 - 10 O > 10
Overtopping from Outside Waters? Q Yes p No Q Unknown
Spillway Q Yes Q No Adequate Marker Q Yes O No
Freeboard & Storm Storage Requirement (inches):
Inspection date 2-2-2000
appearance of Q Sludge Near Surface
lagoon liquid Q Lagoon Liquid Dark, Discolored
# Lagoon Liquid Clear
Q Lagoon Empty Freeboard (inches): 60
embankment condition 0 Poorly Built, Large Trees, Erosion, Burrows, Slumping, Seepage, Tile Drains, Etc.
Q Construction Specification Unknown But Dam Appears in Good Condition
Q Constructed and Maintained to Current NRCS Standards
outside drainage OO Poorly Maintained Diversions or Large Drainage Area not Addressed in Design
Q Has Drainage Area Which is Addressed in Lagoon Design
Q No Drainage Area or Diversions Well Maintained
liner status Q High Potential for Leaking, No Liner, Sandy Soil, Rock Outcrops Present, Etc.
Q No Liner, Soil Appears to Have Low Permeability
Q Meets NRCS Liner Requirements
cation equipment
and/or Sprayf laid Q Yes
unavailable
comments
fall to make contact Q Yes QQ No
6 No Q Unknown with representative

Animal Waste Management Plan Cepj�Q "dn V '
(Please type or print all information that does not require a sjg t>;{e - 1997
lExisting or New or an
(please circle one)
General Information:
REG.
Name of Farm: C V. Do vv dc, �
SONS _ FARM
Facility No:
Owner(s) Name: C . V. Do W N , j G
Phone No:9 I - 4e3 - tso i;'
=X'
Mailing Address: RT 2- Box 3 zz.
FA a TTE N G
z83o+
rn .
Fami Location:
County Farm is located in:
Co m eek t- A n b
V
=txx
Cn X,,,
Latitude and Longitude: a�:_ 5&a .28"
/ .7e 4;C 4s"
Re 7rn
� �
Please attach a copy of a county road map with location identified and describe
below (Be specific: roa9
R=A
names, directions, milepost, etc.): 3.0
MILES 50UTtt vJCSY o F C L: AP0. CA.45 Ic 004
S :.o24.
co
O teraitign Descri tp ion:
Type of Su7ne No. of Animals
a Wean to Feeder / Z / 6 D
3 Feeder to Finish
D Farrow to Wean
Farrow to Feeder
a Farrow to Finish
Type of Pgrirr3 ; No. of Animals
6]•P.ullets: .
Ocher Tigre of Livestock:
T)pe of Caine No. ofAnimaLs
❑ Dairy
0 Beef
Number of Animals:
Expanding Operadart
..... .. Y Previous Design'Capaci¢';�jWi L D�sgn..C'tYip�a„r."rRr-.
Total Design acity. l 6 :t. t''"" y ' "a ;
Ca
Acreage Available for Application: ) •¢ Required Acreage: 2-7.0
Number of Lagoons / Storage Ponds: _ Total Capacity: -743 , 1 2. O Cubic Feet (0)
Are subsurface drains present on the farm: YES or NO (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
0%%mer / Manager Agreement
1 (we) verify that all the above information is correct and will be updated upon changing. I (we) 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 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) understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or
from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. I (we) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to DE�or 77D,�4162
ertification (if the approved plan is changed) within 60 days of a title transfer.
Name of Land O%vngr :
Signature:_ C _,V ,.�
Name of Manager(if different from owner):,
Date:.Z
Signature:
AWC -- January 1. 1997
Date:

Technical Specialist Certification
I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005. I certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM)
as specified in 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (NRCS) and/or the North
Carolina Soil and Water Conservation Commission pursuant to I5A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The
following elements are included in the plan as applicable. While each, category designates a technical specialist who may
sign each certification (SD. SI, WUP, RC,1). the technical specialist should only certify pans for which they are technically
competent.
II. Certification of Design
A) Colfection,,Sto a eej-Le-atMent 51stenj
Check the appropriate box
0 Exit g facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with wash utilization
requirements.
5e New, gxan3 ded c Lmjror eed facility (SD)
Animal waste storage and treatment structures, such
have been designed to meet or exceed the minimjpl3
Name of Technical Specialist (Please
Affiliation: M. FlwJ a� �
Address (Agency):,
Signature:
not limited to collection systems, lagoons and ponds,
V604 specifications.
� 0YD Aa; �'.-
�Ot'ittt�tiit,��
B) Land Application Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste rnanagemenr, hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): G. G L EN N CL r F ro AI
Affiliation: ?r ra5TAfae FARnks M je.
Address(Agency): R o , 3on 4-38 CLnN T64 NC ;L832 -2 .... Phone No.:9ia-S92 - S1-t t
Signature: . Cw�.� Cf,..,(t _ _ .,, Date: fLI16 J 97
C) Runqff Controls from Exterior Lots
Check the appropriate box
0 Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
0 Facility withexteiivslots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Punt): -_YLCW J C G IPro d
Affiliation:-? TA&< J`i4Rr"5
Address(Aaency): P.a. &x_¢38 _Cir14rot4 Nc. 2$32y) Phone No.: re-592-- 57
Signature: A ABC WC-,� Date: _ 5/�6f 97
AIVC -- January I, 1997

37, i
D). Application and Hgndling
Check the appropriate box
❑ ExistinQ or expanding facility with existing waste a icaiion g i=,ent (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
Waste management plan: (existing application equipment can cover the area required by the plan at rates•not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
C(Neu—, expanded_ o—existine facility without existine waste application eauipment for sots
K
jt igation. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
New, expanded, or existing_facilitywilbout existing,wggle aRyjg2t a ut�me it ,for land
spreadingn u ing spray j�igation, (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the.waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as pars of the plan). CI'1R0,,���+
Name of Technical Specialist (Please
Affili
Address(Agency):
No.: wi n
"\ �aYSr'ti Cow e�AiRl �f t4�il
E) Odor Control, Insect Control, A3ortafill Ha'hVtmm Nnd Emergency Action Plan (SD.
ME RC orl)
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect- Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects
have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have bees selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): rcEN N C �_+ -rforJ
Affiliation: +�k us-rA6e - Fa P.m-S
Address(Agency): P.O. 3o x 4-38 C� t N-r04 N c. za 3Z7 Phone No.;910 - 597. - S " t _
Signature:. �F.M..� Cc.�!`Cd►.�, _Date: 51+b19�
F)'1r�4'ritten-Notice of New or Expanding Sivine Farm
The following signature block Is only to be used for new or expanding swine farms that begin construction after June
21,1996. If the facility was built before June 21,1996, when was it constructed or last expanded
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners .
who own propeny located across a public road, street, or highway from this new or expanding swine farm. 'I3e notice was in
compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified is
attached.
Name of Land Owner :_C.-:,.,l�si.
Signature•
Name of Manager(if different from owner):
Date:
Signature _ Date:
AWC -- January 1,1997 3

III. Certification of Installation
A) Collection, Storage,Tr_eatment Installation
New, expanded-j fetrofittg_fadULy (S1)
Animal waste storage and treatment structures, such as but not Gmiud to lagoons and ponds, have been instakd in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
B) Land Application Site (WUP)
Check the appropriate box
❑ The cropping system is in place on all land as specified in the animal waste management plan.
❑ Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping'system
as specified in the waste utilization plan has not. been. established and the owner has committed to establish the
vegetation as specified in the plan by (rg6nnt day/year); the proposed cover crop is appropriate
for compliance with the wasteutilization plan::.
❑ Also check this box if appropriate '
if the cropping system as specified'in the plan ban -not be istablished on newly cleared land within 30 days
of this certification, the owner has committed to establish n interim crop for erosion control;
Name of Technical Specialist (Please Print),_' ,'•
Affiliation:
Address(Agency): Phone.No.:
Signature: ----Date:
This follom ing signature block is only to be used when the box for conditional approval in M. B-
above has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilization plan, and
if appropriate to establish the interim crop for erosion control, and will submit to DEM a verification of completion from a .
Technical Specialist within 15 calendar days following the date specified in the conditional certification. I (we) realize that
failure to submit this verification is a violation of the -waste management plan and will subject me (us) to an enforcement
action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
AWC -- January 1, 1997 4

Runoff —Controls from Exterior Lots (RC)
Facility with teljor lotl
Methods to minimize the run off of pollutants from lounging and heavy use areas -have been installed as specified
in the plan.
For facilities without exterior lots, no certi, fication is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
D) APPlication and HaiidlingEquipment (WUP or I)
Check the appropriate block
❑ Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration
and adjustment materials have been provided to the owners and are contained as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract; equipment specified in the
contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
❑ Conditional approval: Animal waste application and handling equipment specified in the pian'has been
purchased and will be on site and installed by (month/daylyear); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with the
cropping system contained in the plan; and calibration and adjustment guidance have been provided to the
owners and are contained as part of the plan.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: ---,--Date:
The following signature block is only to be used when the box for conditional approval in M D
above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical,Specialist within 15 calendar days following the date specified in the conditional certification. I
(we) realize that.failure to submit this verification is a violation of the waste management plan and will subject me „i.
(us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Alanager(if different from owner):
Signature: Date:
E) Odor Control, Insect Control and Nf ortality Manaeement (SD, SI. WUP, RC or I)
Methods to control odors and insects as specified in the PIan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
-Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency j: Phone No.:
Signature: Date:
A«'C -- January 1.1997 5

Please return the completed form to the Division of Water Quality at the following address:
Department of Environment, Health, and Natural Resources
Division Of Water Quality
Water Quality Section, Compliance Group
P.O. Box 29535
" . Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan -to the local Soil and Water Conservation District Office and to keep a copy in
your files frith your Animal Waste Management Plan.

Revised January 22, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number ZL
Farm Name: e, U_ f S-ote
On -Site Representative:, _T,
Inspector/Reviewer's Name: R. A
Date of site Xisit: 0/ Z
19
Date of most recent WUP•
Operation is flagged for a wettable
acre determination due to failure of
Part 11 eligibility item(s) Fl F2 F3 F4
.. �/ Operation not required.fo secure WA
determination at this time based on
exemption E1 E2 E3 E4
Anndal farm PAN deficit: /S' pounds
Irrigation System(s) - circle #: 1. hard -hose traveler; 2. center -pivot system; 3:1inear-move system;
4. stationary sprinkler system wlpermanent pipe; 5. stationary sprinkler system wlportable pipe;
6. stationary' gun system wlpermanent pipe; 7. stationary gun system wlportable pipe
PART I. WA Determination Exemptions (Eligibility failure, Part II, overrides Part I exemption.)
E1 Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an I or PE.
E2 Adequate D, and D)D3 irrigation operating parameter sheets, including map
depicting wettable acres, is complete and signed by an 'I or PE.
E3 Adequate D, irrigation operating parameter sheet, including map depicting
wettable acres, is complete and signed by a WUP.
✓ E4 75% rule exemption as verified in Part Ill. (NOTE: 75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part 11. Complete eligibility
checklist, Part 11- F1 F2 F3, before completing computational table in Part III).
PART 11. 75% Rule Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination required because operation fails one of the eligibility
requirements listed below:
171 Lack of acreage which resulted in over application of wastewater (PAN) on spray
field(s) according to farm's last two years of irrigation records.
F2 Unclear, illegible, or lack of information/map.
F3 Obvious field limitations (numerous ditches; failure to deduct required
buffer/setback acreage; or 25% of total acreage identified in CAWMP includes
small, irregularly shaped fields - fields less than 5 acres for travelers or less than
2 acres for stationary sprinklers).
F4 WA determination required because CAWMP credits feld(s)'s acreage in excess
of 75% of the respective field's total acreage as noted in table in Part III.
Facility Number

Revised January 22, 1999
Part III. Field by Field Determination of 75% Exemption Rule for WA Determination
TRACT
NUMBER
FIELD
NUMBER' Z
TYPE OF
IRRIGATION
SYSTEM
TOTAL
ACRES
CAWMP
ACRES
FIELD
%
COMMENTS3
3 )2
2.9
2 p: 2%
0-7
S�
Arl1.64 A1�1121
zIELD NUMBER'- hydrant. null_ zone or noint numbers may he used in nlacP of fiPirl numhars rianendinn on CAWMP
and type of irrigation system. If pulls, etc. cross more than one field, inspector/reviewer will have to combine fields to
calculate 75% field by field determination for exemption if possible; otherwise operation will be subject to WA
determination.
FIELD NUMBER' - must be clearly delineated on map.
COMMENTS' - back-up fields with CAWMP acreage exceeding 75% of its total acres and having received less than 50%
of its annual PAN as documented in the farm's previous two years' (1997 & 1998) of irrigation records, cannot serve as the
sole basis for requiring a WA Determination. Back-up fields must be noted in the comment section and must be accessible
by irrigation system.

State of North Carolina .
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the
Animal Waste Management Plan (AWMP) certification form, Part II, must be included
with this application prior to the application being accepted as complete.
Application Date: �y,17
I. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants Ini* [r)
1. One completed and signed original and two copies of the application for General Permit -
Animal Waste Operations; -
u,-rn
9
1 , 13C-)
2. Three copies of a general location map indicating the location of the animal waste facilities and' 6rn
field locations where animal waste is disposed; rn <
rn �_3 - 0 C2
3. Three copies of pages 1-3 of the Animal Waste Management Plan (AWMP) Certification Form, W
including Part II (Certification of Design. Items A-F). If the facility does not have Part II of the G►? .gip
AWMP completed, it must be completed prior to submittal of a general permit application for
animal waste operations.
4. Three copies of the Animal Waste Management Plan (AWMP) used for facility design. I%
II. GENERAL INFORMATION:
1. Farm's name; C- V. D vi 4 1 nl 6� SoK g F A R M
2. Print Land Owner's name: . C. V. Da w N 4 -1 e-
3. MaiIing address: R T Z fox 3 27-
City: FAre `r73 e v,,- ,r State: r4L 7jp: .28o 1
Telephone Number:( t c ) 483 - 150 S
4. County where farm is located: CuMBcP-t_ A n p
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): 3.0 M 1 &-sg Sou 7H \N Es-r o r e-E O Ae-
CAcEe- ail S+k 20z4-
6. Print Farm Manager's name (if different from Land Owper):
7. Lessee's 1 me ator's aam {if applicable; please circle which type is listed):2Rg57A6E FARM. Z..rc
JUIN 2 5 1997
FAY ETTElf iLLE
FORM: AWO-G-NE 3/21/97 Page I of 3 REG. OFFICE

III. OPERATION INFORMATION:
1. Farm No.: 2(. (county number); 4— (facility number).
2. Please complete the table below as it applies to your facility using the certified design capacity. The "No. of Animals"
should be the maximum number for which the waste management structures were designed.
1= of Swine No of Animals 1= of Poultry bin, of Animals Tie of Cattle No. of Animals
I Wean to Feeder I z�R 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 AnimaIs�
1 Acreage cleared and available for application: 1."`1- ; Required Acreage (as listed in the AAW):
4. Number of Lagoons: z ; Total Capacity: 74-3 J 12-o Cubic Feet (ft3)
Number of Storage Ponds: NIA_ ; Total Capacity: uJA Cubic Feet (ft3)
5. Are subsurface drains present within 100' of any of the proposed application fields? (90 or NO (please circle one)
6. Are subsurface drains present in the vicinity or under the proposed lagoon? YES or (please circle one)
7. Does this facility meet the siting requirements in Senate Bill 1217? (Swine Only) � or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? 1013 11 9tn
What was the date that this facility's land application areas was sited? 1013 119 C.
IV. APPLICANT'S CERTIFICATION:
I, �• I -� (I,and Owner's name listed in question II.2), attest that
this application for (Farm name listed in question 11.1)
has been reviewed by me and is accurate and co6pIcte to the best of my knowledge. I understand that if all required parts of this - .
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incarnnlete.
Signature
Date r
V . MANAGER'S CERTIFICATION,✓ (complete only if different from the Land Owner)
I, (Manager's name listed in question II.6), attest that this
application for (Farm name listed in question 11.1)
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
FORM: AWO-G-NE 3/21/97 Page 2 of 3

ME
b
•L'} :} - dr !. ,� i s .j ii // � M �{y sY a p. `. , l A-1414-1:149
'i 1•�•''i �,
- �y4� ..r -- sal a.= t'i _ - i �r !t'��j • ��. � :.{ � �� �.
�.l�v�. �' -{ a '. terry i..t,`-�,-�.frr, `_ ti�d�r•�• 1 .\".� '�' . -� %'i• `!: a -pia-
~ r�� .."!: ! d,��i`;, �+♦i. I-.�"s .Tr� ;-1's �`-'"_ 1 p ,J, Lam- - .�1}� .,�• -
,tirl ' _�1.:•• �. w �r.r; . '. d � �r J� � t Al y �M �' ra r-' ♦ r
'=� .,°'•'�. "' S}r •• 7' '� to :i r ri. y �a •'~-,� } � •Y ° �•
v � ,{4/�y��'y,'�• F' a��,�•/!y,�� ��'��.' *��`-k' � k�a �,,.-..-. t .rf,';T �• ,�� R� _ �, � � i ' r y ��v v ice% r J`
� � `•�`�.`�a. ri': �,�� �•�' 4.•4' + a L'� -'� `-11i �' y �x•. •�04r.Y r � r-� r � �
ter.-.w�c±ry .7� � �, ` '. Ca .y •' r � A /L
rat_ �•��',j*] a' ti '�.:y�,' � _ d st �< -�� - . S"�,� r, �! r ,y 1. !"'\ 1
.t�� �Jr�,�'i �r,��i;F �'Tnli�d���!z' "T� +r -•�1'u 1• . �t%'k 't��' { r _i�t�+jf 4. _s 4 �t��'��1— ♦ rr
I.A j r � , ,1,! '{7 y ,I '! � • - _ �; Sykry�� 'i � � ti3 � � M
r. ; r:�:ifl"r"g�e}•fi-r'� E_�jjfiz g} _Y7• i^i -w• ;rr.�l+`+„e. �y }��= ,•��•� *.�
- ' r r ! !.\•ti.t,'f>Xl.�� w P.i� c • � r Mr-•r-'iia •�' - - .: ,�i :f ' S
11, ell
't • s � }t , , • e r r ' � ��1s'{� ' It • � ' ..• a+. f7 `•� .r•.i-r ' �� IT, ti'`h" � '�► f �1ki�P4 � ;�wr:� .Y. tl
+ '.�E. �,f($$• ly_� ) _, ;.- tiiyy.�` .r .�?17'!`����. �f ..11,�r iARtp;'�r � t� I_.:,�•;�#v, :{A �• , GW�•a �'�T
:� �, •�' =fir �L_ 1 �k . ,' -• '.fi. �k+ a }yy r { 5 t 3�a.�}•a t'S•- r- ' � � r �'��a�.p�'�t•C'e ,•
•� c i 4� {"� r' _ ,•- �.:+.�•., r KY �(�' � at f �F`ls`,' 7.,� +li�• � •'i"1�,: ��1 +lam �r 1�"
•i•1 :�. !!j .t1 �5��' t ��.� •''� a ? t_H rS.. rSi �� .��55'�t •.�: •• `.k'„i,.
- t'+,� � ' • 'y#is�' `�j� i`--yl�r� I � rtq�� � _ �:. 1 I••. M1 i. •��,q � f�„!�Z�}�7 �•
•r. r r Y r �� :'<�1-f N �k:.. C J',• •�- tit" ,.t CI
r-
r ';+a '�.`� +,:J.'r# ��E� � 'r'1'� r- x L-'�'• w JResi {� �',l � ;: t'1
Ts n'k-
el y� �?kr �••' ytr � \ ?• . � , ��Y r � �/�i.�a�M�lt� � r - � �� . 1 �'�ra7 '� � � �*�11 fiL j: r
�i�.� �_ y. ��,-{ �:f L� � �"„-gs��1v�M -�r�, ,'��-��C.e� •;• y .k+� � .s +�� ��y
'�'''��••�'�'`r`tYyr` �� ��� ! S � • �`-�_ `� . t�: �p'�j 7I'' ``�;�.!'• �' � ,� s +� � F a . -': ,� • c:,a�:} V"
.�'. .►s ,,'yam '� _ �� ; ;. �'�,x�r�, �, ; � !1 •�!' `L:V.��:
•7fi.'f'�iQ �r�' ,r i 1 t�. ���• � .� a ~ �[_ � s .�v,!''�:R';t.- ::��?:�i•t1. .:"'�•� i;ii S!Y' :� �1 \'�%��,�j.'tT:�
-• - '.I.a..� _= `.y1� •. � r ;�_'�' • .' a , �.r ;y; ?�l.,r.d�• j� sr .rt .r ��t `4,.• y'•�.� l� �'�_r,_I�t
,Z.l _: t}�, t s ��yy -sr:, � �a-•' a �` .i •� '�' �¢S };r :¢i •i •=l� � !.
1� _ + �1. ��§%+�lRk {r+i' 1' - ••�•� !'. .:l�r,t'�f,:.1r.�'� •��1L._•�rwa�ata\�i;��4��a?C i�•�'$ ;�'�
3 'i`'� 'y. ° !��• Jjj[(J �L ���dy+�•tt°.. tar .i•� -...;�J•••.�Y `�y.a. .kl`��:31'7 .�sa'r •��+'Y� r,
.w-. .__�. -. � i�� tf i. 54 »... l .,' �•�r;�y.i EMLi r..l -�l� 1, � ��}p ff,,{{��� yy �!
r`t '.: 1+..'�.at.f� 2 r';+� 1:�b; •i T.a ._ .� _. .�':'.:. .. j,�:'�•a._'':Rl.t'T! �' � ti`�'4�
RAM

� _:,.yn, ,�, •i11.1a lLI, •+ � .� lu 1.� ..» } ll ; .. ,y 1170 1 ..,»I, +0 1, ," � �,� � 4,
� �.. ... h !Q� L 1i� , IkIS ,� y0.Wfrp� � ° F �I S.M' r �"•� a t �.
kll pU �� uro •.% .. ,� `�' -war..•. ,
lawn
1)=[S � '. r �• 4 ' Illy! �'� 1 y _
mild ■ `% 1 ! I ... .. ,
y un ..._ - - !may-•�-� .. 2 - ._ _.... ,�...,_...._ _.._. +_. ';!
�r-
aWA
L MCI
7
-•a till tpi ' 1' ~ Utz I }•_.� i+ "'
LA
3Hl wt} IMI O `� y tip
ucK U 1w 'v •Uit
aw
,
rnwoa 7� � � m1l ' C • •► m ' ' � � �, ,•
Rod LAS
awn
no
7 T
:4.
© y .�
mu- .r,.-...._. _. t� _ A111RTrk1l- •. 'M'' �"' ice_
7u t� �• 17` �. PMan
S#''i. 'sty ;' -a -.ram•♦,�':
Rll .� 3 O� ry \ •i ! l• 7 5
,:
:.+ .4 -af �+� . T. - 13 - i Y r# l� •,q .., 'Akf
k011
ma
Om
46
1m ,p as 'w ,,, `(•• • Y � 2073M`�•r' .F '
SU
' 77iL 1017 L
,r OYVI C,4 L 2m
nu ~ �• 1.1
�• t 710 247J -
BIO
IQ}k � lkl► '
I >4kk
Ail � i-� • •5171 >> 1 � - i.- ^ �. _ �� kwiw id 1_;".,
lAk Uda 0. y .. - •. -r- _..._...... _ ».. p -
tI w�Cl ti' sl J'�i •
MT
1�dAT•r1 �a _ .1yi 4
M 4 - - f ' •'h Jlkk 7 ` i' If,, '.>t , t��?. 1, .t I -;R• -
Ac
ogle
..... love
p 5il �. -

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor -
Bill Holman, Secretary
Kerr T. Stevens, Director
Mr. Carey V. Downing, Secretary
C. V. Downing & Sons Farms, Inc.
3593 Bogie Island Road
Fayetteville, NC 28301
Dear Mr. Downing:
4 • •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
September 21, 2000.,>
SEP ? t) 2I100
Subject: Property Tax Certification Request
This letter is in response to your request that the Department of Environment and Natural Resources
(DENR) issue a tax certification for the animal waste collection, treatment, storage and land
application system located at your swine facility located in Cumberland County.
During our evaluation of your request, it was determined that your request is the first formal request
for property tax certification that DENR has received for a facility operating under the Animal Waste
System General Permit. Therefore, DENR requested that the North Carolina Department of Revenue
provide guidance on how the Department should respond to your request.
DENR received the Department of Revenue's response to its request on July 5, 2000. That letter
stated that tax certifications are only appropriate for property that is used "exclusively" for waste
treatment. Therefore they concluded that land and application equipment used to grow crops would
not qualify for property tax exemptions.' A copy of the Department of Revenue's letter is attached
for your review,
The question that is still unresolved is, under what conditions can DENR consider a facility
compliant with the requirements of the Environmental Management Commission (EMC) and issue
a tax certification for open air anaerobic lagoons or other alternative treatment systems.
One of the EMC's requirements is that all facilities operate in a manner to ensure the protection of
all State water quality standards. Since your facility does not currently conduct groundwater
monitoring, compliance with this standard is currently unknown. It is, therefore, unclear as to
whether DENR can issue a certification until such time as compliance with the groundwater
standards has been demonstrated.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

f t
Property Tax Certification Request
Page 2
In order to resolve this issue, DENR intends to place this matter on the agenda of the
EMC in the near future. Due to other issues already scheduled on the Commission's
October agenda and the fact that the Commission does not have a meeting scheduled for
November, we anticipate that this matter will be placed on the December EMC agenda, at
the earliest. We will contact you as soon as we know the date on which this issue will be
heard.
Thank you for your patience as we establish this new procedure. If you have any
questions, please feel free to contact me at 919/733-5083 extension 203 or Dennis R.
Ramsey of our staff at 919/733-5083 extension 528.
Sincerely,
Kerr T. Stevens
Cc: Richard Rogers
Dennis R. Ramsey
Fayetteville Regional Office

North Carolina Department of Revenue
James B. Hunt, Jr.
Governor
June 30, 2000
Mr. Dennis Ramsey, Assistant Chief
Non -Discharge Branch
Division of Water Quality
NCDENR
1617 Mail Service Center
Raleigh, NC 2 7699-1617
Dear Mr. Ramsey:
Muriel K. Offerman
Secretary
This is in response to our meeting concerning the property tax certification for property used or
to be used to prevent the pollution of air or water pursuant to N.C.G.S. 105-275(8)(a). The
question was: "What types of property used in connection with swine and poultry operations
should be certified and exempted from property tax?"
N.C.G.S. 105-275(8)(a) exempts real and personal property that is used or, if under Eonstruction,
is to be used exclusively for air cleaning or waste -disposal or abate, reduce, or prevent the
pollution of air or water. The key phase in this subsection is "used exclusively for". If property
has uses other than for the reduction or prevention of air and water pollution, then it should not
be certified and exempted from property taxes. Subsection four of N.C.G.S. 105-275(8)(a) also
states that the property must have for its primary rather than incidental purpose the reduction of
water pollution resulting from the discharge of sewage and waste or the reduction of air pollution
resulting from the emission of air contaminants.
One example which we discussed was land used to spray or spread the animaY'waste from the
swine and poultry operations. You indicated that this land must be in actual production of some
type of crop, which is harvested in some manner. It is our opinion that this land is not used
exclusively for the reduction or prevention or air and water pollution but is also used to produce
a crop or product which can be harvested. This land has more than one use and therefore would
not qualify for property tax exemption under N.C.G.S. 105-275(8). Likewise any equipment
which has dual uses, one of which is not pollution abatement. should not be certified or
exempted from property taxes.
P. 0. 33oa 871, Raleigh, North Carolina 2760'_-0871
State Courier 51-71- 00 .
An Equal Opportunity Employer

If you have any questions or suggestions on this matter please contact us at 919-733-7711.
Sincerely,
Property Tax Division
John C. Bailey, Director
David B. Baker
Property Valuation Specialist II

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary E N F1
A. Preston Howard, Jr., P.Eti, Director
October 17, 1997
EC EE NE® E TIFIED
RETURN RECEIPT REQUESTED
C.V. Downing
Rt 2 Box 322 FAYEii E1fl.LE
Fayetteville NC 28301 REG. C76 :Ci
Subject: C.V. Downing & Sons
COC No. AWS260004
Cumberland County
Dear C.V. Downing:
The subject facility was . issued a Certificate of Coverage (COC) on 6/23/97 authorizing the
operation of the animal waste collection, treatment, storage, and land application system in accordance
with General Permit No. AWG100000. On Aug. 27, 1997 Governor Hunt signed into law the Clean
Water Responsibility Act. The Clean Water Responsibility Act included several changes- to the Swine
Farm Siting Act (Siting Act) including the requirement that all set back distances be met for any swine
lagoon or swine house for which construction commences on or after the effective date.of. the Clean Water
Responsibility Act (Aug. 27, 1997). Before the Siting Act was amended,. it required the set back distances
be met at the time the swine house or lagoon was kLed. The change in siting requirements may apply to'
your farm since construction may not have commenced by the effective date of the Clean Water
Responsibility Act.
Your farm was permitted prior to the effective date of the Clean Water Responsibility Act;
therefore, you meet one of the exceptions to the moratorium. However, the farm must be re-evaluated
and, if necessary, re -designed to meet the new requirements of the Siting Act to remain covered under the
General Permit. Within 15 days of the date of this letter, you are requested to submit, notification to the
Division of Water Quality whether the farm was under construction on or before Aug. 27, 1997.
If the farm was not under construction on or before Aug. 27, 1997, then a revised Certified Animal
Waste Management Plan must be submitted to reflect the new siting requirements. Construction not in
compliance with the Siting Act is a violation of State Statutes and the General Permit.
If you have any questions or commenfs concerning this matter, please contact me at'(919) 733-
5083 extension 540.
Sincerely,
Kim H. o son, P.E., Supervisor
Non -discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality Section
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
C. V. Downing
C.V. Downing & Sons
Rt 2 Box 322
Fayetteville NC 28301
Dear C. V. Downing:
A
MOM
dik
C)EHNR
June 23, 1997 R EC EVE L")'
dUN 2 5 1997
FAY E i TE iLU1
REG. OFFICE
Subject: Certificate of Coverage No. AWS260004
C.V. Downing & Sons
Swine Waste Collection, Treatment, Storage
and Application System
Cumberland County
In accordance with your application received on June 4, 1997, we are forwarding this Certificate of
Coverage (COC) to Farm No. 26-4, authorizing the operation of an animal waste collection, treatment,
storage and land application system in accordance with the State's General Permit (attached). This
approval shall consist of the operation of this system including, but not limited to, the management -of
animal waste from the C.V. Downing & Sons Farm, located in Cumberland County, with an animal
capacity of no greater than 12160 Wean to Feeder and the application to a minimum of 27 acres of land as
specified in the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until December 31, 2001. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditi6ris and
limitations as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of
wastes to surface waters. An adequate system for collecting and maintaining the required monitoring data
and operational information must be established for this farm. Any increase in waste production greater
than the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to actual
increase in either wastewater flow or number of animals.
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.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 • Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper
12

If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Fayetteville Regional Office. The Regional Office Water Quality
Staff may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Mike Lewandowski at [phone] ext. 362.
Sincerely,
�A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Cumberland County Health Department
Fayetteville Regional Office, Water Quality Section
Cumberland County Soil and Water Conservation District
Permit Files

C. V. DOWNING & SONS FARMS, INC.
3593 BX.[E ISLAND ROAD
FAYFnTvuJr- NC 28301
[phone] FAX [phone] E-MAl1: CVDIR@F0T0.[NFLNFT
May 22, 2000
Mr. Grady Dobson
NC Dept. of Environment and Natural Resources
Water Quality Division
225 Green Street 1 Systcl Building
Suite 714
Fayetteville, NC 28301-5043
Re: Property tax certification
Dear Mr. Dobson:
RecEjlV�p
hjAY 2 3 2000
FAYETT'E1/1
REG. QFj:jC'E
Request is hereby made for the property tax certification referenced in GS 105-275(8)a for pollution
abatement equipment.
Our general permit number is AWG100000.
A listing of the property used in operation of the general permit is attached.
Please call to schedule an appoinuncnt to conduct your on -site review of our facility as soon as possible.
Sincerely,
e`7 Vo Darru;1
Carey V. Downing, Jr.,
Secretary

C V Downing & Sons Farms, Inc.
Real and Personal Property included on
Application for Business Property Tax Exemption
Year 2000
Aqusition
Acquisition
Item
Date
Cost
Irrigation system, including electric
09/30/95
22,689.45
pump, piping, and reel -type spray gun
Irrigation system, including desial
05/31/98
38,943.44
pump, piping, and reel -type spray gun
Expansion of irrigation system (additional
01/15/96
1,604.81
underground piping)
Sewage lift station
10/19/97
14,899.35
Land improvements for application of waste
05/01/95
1,400.69
Land improvements for application of waste
06/30/96
4,728.86
Land improvements for application of waste
12/31/98
2,696.39 .
Land improvements for application of waste
05/12/98
3,366.95
New Holland Baler
05/20/97
15,493.00
New Holland Hay Rake
05/20/97
3,371.00
Heston Hay Tedder
03/31/97
3,100.00
Fort Hay Disc Mower
03/31/97
4,618.00
Waste holding lagoon
02/23/95
41,241.83
Waste holding lagoon
10/19/97
16.580.00
Four concrete waste collection pits
03/16/95
40,000.00
Four concrete waste collection pits
11/10/97
40,000.00
254,733.77

Producer:
Name of Farm:
Location:
Waste Utilization Plan
Kevin & Tommy O'Neil West
OK Farms of Cedar Creek, LLC
4656 Cedar Creek Road 1
Fayetteville NC 28312
Phone: [phone]
Type of Operation: Wean -Feed
Number of Animal. 12160
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year:
Amount of plant available N (PAN) produced/year.
County:
Cumberland
5134 ton/year
5837 IbsJyear
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 the 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 not be applied to land eroding at more than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are
established.
4. Do not apply waste on saturated soils , when It is raining, or when the surface is
frozen. Either of these conditions may in runoff to the surface waters which is not
allowed under DWO regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops 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 applications methods are
not the same.
The estimated acres needed to apply the animal waste Is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have plant analysis made, which
RECEIVED I DENR ; DF 71iJN
WQ
AQ�IIFFR-PPnTFf:T
APR 01 9nna

OK Farms of Cedar Creek, LLC
Page 2
could allow additional waste to be applied. Provisions shall be made for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the 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.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No.
Field No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
3326
2A
By
Millet Graze
1
110
5.24
576
MAR15-AUG
110
3326
2A
By
SG Graze
1
100
5.24
524
SEP-MAR
100
3326
2B
By
Millet Graze
1 '
110
5.24
576
MAR15-AUG
110
3326
2B
By
SG Graze
1
100
5.24
524
SEP-MAR
100
3326
3A
By
Millet Graze
1
110
4.91
540
MAR15-AUG
110
3326
3A
By
SG Graze
1
100
4.91
491
SEP-MAR
100
3326
3B
By
Millet Graze
1
110
4.91
540
MAR15-AUG
110
3326
3B
By
SG Graze
1
100
4.91
491
SEP-MAR
100
3326
4A
By
Millet Graze
1
110
5.24
576
MAR15-AUG
110
3326
4A
By
SG Graze
1
100
5.24
524
SEP-MAR
100
3326
4B
By
Millet Graze
1
110
5.24
576
MAR15-AUG
110
3326
4B
By
SG Graze
1
100
5.24
524
SEP-MAR
100
3326
6A
BuA
Ca -Graze
4.1
50
3.93
806
MAR-OCT
205
3326
6A
BuA
OS -Graze
1
50
3.93
197
OCT-MAR
50
3326
6B
BuA
CB -Graze
4.1
50
3.31
679
MAR-OCT
205
3326
68
BuA
os-Graze
1
50
3.31
166
OCT-MAR
50
3326
7A
BuA
C&Greze
4.1
50
-3.93
806
MAR-OCT
205
3326
7A
BuA
OS -Graze
1
50
3.93
197
OCT-MAR
50
3326
7B
BuA
CB -Graze
4.1
50
3.31
679
MAR-OCT.
205
3326
7B
BuA
OS -Graze
1
50
3.31
166
OCT-MAR
50
3326
8
GoA
craze
4.9
50.
3.93
963
MAR-OCT
245
3326
8
GoA
Os -Graze
1
50
3.93
197
OCT-MAR
50
3326
9A
GoA
craze
4.9
50
1.97
483
MAR-OCT
245
3326
9A
GoA
I os-Graze
1
50
1.97
99
OCT-MAR
1 50
Total 51.16 11900 lbs.
Available Nitrogen 5837 lbs.
Surplus or deficit -6063 lbs.
CB -Graze = Coastal Bermuda (Graze)
OS -Graze = Coastal Bermuda Overseeded {Graze]
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.

OK Farms of Cedar Creek, LLC Page 3
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 bermudagrass), 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 to reach materity,
especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will
definitely interfere with the stand of bermudagrass. This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal
situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage
two to three times during the season, depending on the time small grain is planted In the fall.
The Ideal time to interplant small grain, etc. is late September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along
ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to
equipment limitations. Actual total acres in the field listed may, and most likely will be, more than the acres
shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain 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 fadility will produce approximately 876 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 4378 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 15
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 35
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
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

OK Farms of Cedar Creek, LLC Page 4
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 irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
Invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rate inthr
Applic.
Amount
3326
2A
By
Millet Graze
0.4
1.0
3326
2A
B
SG Graze
0.4
1.0
3326
2B
By
Millet Graze
0.4
1.0
3326
2B
By
SG Graze
0.4
1.0
3326
3A
BY
Millet Graze
0.4
1.0
3326
3A
B
SG Graze
0.4
1.0
3326
3B
By
Millet Graze
0.4
1.0
3326
3B
B
SG Graze
0.4
1.0
3326
4A
By
Millet Graze
0.4
1.0
3326
4A
By
SG Graze
0.4
1.0
3326
4B
BY
Millet Graze
0.4
1.0
3326
4B
By
SG Graze
0.4
1.0
3326
6A
BuA
CB -Graze
0.5
1.0
3326
6A
BuA
OS -Graze
0.5
1.0
3326
6B
BuA
CB -Graze
0.5
1.0
3326
6B
BuA
OS -Graze
0.5
1.0
3326
7A
BuA
CB -Graze
0.5
TO
3326
7A
BuA
OS -Graze
0.5
1.0
3326
7B
BuA
Craze
0.5
1.0
3326
7B
BuA
Os -Graze
0.5
1.0
3326
8
GoA
craze
0.6
1.0
3326
8
GoA
OS -Graze
0.5
1.0
3326
9A
GoA
cB-Graze
0.5
1.0
3326
9A
GoA
I Os -Graze
0.5
1 1.0

OK Farms of Cedar Creek, LLC
Page 5
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 limitations. 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 $ months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates 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 have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION

Page 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: OK Farms of Cedar Creek, LLC
Owner/Manager Agreement Kevin & Tommy O'Neil West
I (we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures established in the approved animal waste utilization plan for the farm named above. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour
storm.The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Kevin & Tommy O'Neil West
Signature: `�,--
Name of Manager (If different from owner)
Signature:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329
Signature:
Date: .0"7
Date:
Date:

of wNA `� jMichael F. Easley, Governor
P RE .p PF-D
William G. Ross Jr., Secretary
Cq North Carolina Department of Environment and Natural Resources
�, AUG, 13 20M
Coleen H. Sullins Director
DENR-FAYFTTFVII.t.E REGIONAL l]FM Division of water Quality
August 11, 2008
Ok Farms of Cedar Creek LLC
OK Farms of Cedar Creek, LLC
4685 Cedar Creek Rd
Fayetteville, NC 28312
Subject: Sludge Compliance Requirement Change
Dear Permittee:
In accordance with Condition III.19 of State General Permit AWG 100000, your facility is
required to maintain compliance regarding sludge accumulation in your animal waste treatment
lagoon(s). As you know, the previous compliance limit was to have a minimum of four (4) feet
of treatment depth between the designed stop pump and the average elevation of the top of the
sludge blanket. This requirement was based on NRCS Standard No. 359, which was recently
modified.
As of July 2008, Standard No. 359 does not use the 4-foot requirement. Sludge compliance is
now to be based on the sludge volume as a percentage of the total treatment volume. The revised
Standard states that sludge accumulation in the permanent treatment zone must be less than 50%
of the planned treatment volume. Also, there must be a minimum of 2.5 feet of liquid above the
sludge at the pump intake location. If either of these conditions is not met then sludge must be
removed or managed in accordance with an approved Plan of Action for Lagoon Sludge
Reduction (POA). A new sludge survey worksheet has been developed to calculate sludge and
treatment volumes to determine compliance.
Our records indicate that you have filed a Sludge POA- for one or more of the lagoons at your
facility. Based on the changes to the sludge requirements in Standard No. 359, your lagoon(s)
may already be in compliance without any sludge removal. Using your lagoon design (or as -
built information) and current sludge survey measurements, complete the NEW sludge survey
worksheet. If you have any difficulty in locating or understanding your lagoon design
information, please contact your technical specialist or county Soil & Water office.
Aquifer Protection Section 1636 Mail Service Center' Raleigh, NC 27699-1636 Telephone:
Internet: www,ncwateruualitv.ora E.ocation: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1:
Fax 2:
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper
NnrchCara ina
Natura1lU
[phone]
[phone]
[phone]

Send both sludge survey worksheets, OLD and NEW, to the address below if you feel that your
lagoon(s) is in compliance and wish to withdraw your POA. Our staff will review the
information and notify you of our decision.
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
If you have any questions about the new sludge requirement, sludge survey worksheet, or any
related matter please feel free to contact the Animal Feeding Operations Unit staff at 919-733-
3221.
Sincerely,
To, &�- �-
Keith Larick, Supervisor
Animal Feeding Operations Unit
Enclosures
cc (w/o enclosures): Cumberland County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - AWS260004

0�0� W>{#rF9pG Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Q ►� Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007 f
Ok Farms of Cedar Creek LLC
OK Farms of Cedar Creek, LLC j �� � 27
4656 Cedar Creek Rd
Fayetteville, NC 28312-8023
Subject: Certificate of Coverage No. AWS260004
OK Farms of Cedar Creek, LLC
Animal Waste Management System
Cumberland County
Dear Ok Farms of Cedar Creek LLC:
In accordance with your application received on 26-Feb-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Ok Farms of Cedar Creek LLC, 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 OK Farms of Cedar Creek, LLC, located in Cumberland County, with an animal
capacity of no greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 0 Boar/Stud: 0
Wean to Feeder: 12160 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 pav
careful attention to the record_keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.newaig3jualitv.org Location: 2728 Capital Boulevard
An Equal OpportunitylAffirmative Action Employer— 50% Recycled110% Post Consumer Paper
Nne
r Caro ina
JVatura�ly
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 .0111(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 910-433-3300. 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)
Cumberland County Health Department
Cumberland County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AW S260004

I A Tel94 Michael F. Easley, Governor
�0 William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director .
Division of Water Quality
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
OK Farms of Cedar Creek, LLC
4685 Cedar Creek Road
Fayetteville, NC 28312
April 24, 2006
Re: Request for Information
Sludge Survey Report
OK Farms of Cedar Creek, LLC
NCA226004
Cumberland County
Dear OK Farms of Cedar Creek, LLC:
Your Animal Waste Management General NPDES Permit contains a condition
that addresses the sludge survey requirement for the lagoon(s) at your animal
feeding operation.
Your NPDES Permit Number NCA226004 Condition II1.16, on page 10 states:
"All facilities, which are issued a COC to operate under this permit, shall conduct
a survey of the sludge accumulation in all lagoons within one (1) year of receiving
the COC and every year thereafter. This survey shall include but not be limited to
a sketch showing the depth of sludge in the various locations within each lagoon.
This survey shall be submitted as part of the facility's annual report in the year it
was conducted..."
Our records indicate that the Division has not received the sludge survey results
for the year 2005 from your facility and your facility had not previously exempted
based on prior surveys. The form was due March 1, 2006. To avoid possible
enforcement action for a violation of your permit, please submit the results within
thirty (30) days of receipt of this letter to the following address:
Miressa D. Garoma
Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
Aquifer Protection Section 1636 Mail Service Center
Internet: www,ncwatcrggality.org Location: 2728 Capital Boulevard
An Equal opportunity/Affirmative Action Employer— 50°% Recycled lO°% Post Consumer Paper
Carolinar4lch
Naturaly
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax I: [phone]
Fax 2: [phone]
Customer Service: [phone]

OK Farms of Cedar Creek, LLC 1
Page 2
4/24/2006
Please be advised that nothing in this letter should be taken as removing from you
the responsibility or liability for failure to comply with any State Rule, State
Statue or permitting requirement.
If you have any questions regarding this letter, please do not hesitate to contact
me at [phone].
Sincerely,
Stephen . Barnhardt
Fayetteville Regional Office
cc: File 26-4
APS Central Files

�0� W ATE�Q
Michael F. Easley, Governor
O7 William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 1, 2006
CERTIFIED MAIL _r
RETURN RECEIPT REQUESTED
i
1-
Ok Farms Of Cedar Creek LLC�:�
OK Farms of Cedar Creek, LLC t
4685 Cedar Creek Rd
Fayetteville, NC 283129023 i
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 htto:Hh2o.enr.state.ne,us/gns/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 des of general permits, you must submit an application for permit
coverage to the Division. Enclosed you will find a 'Request for Certificate of Coverage Facility Currently Covered by an Expiring
NPDES General Permit.' The application form must be completed and returned by January 2 2007. Please note, ou must include
two (2) copies of most recent Waste Utilization Plan with the gpplication form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the 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,
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Cumberland County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 260004
Prestage Farms Inc
NQ°rthCarolina
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: t v�1u0111
Internet: www.newaterquaiiiy.org Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal OpportunitylAff anative Action Employer— 50% Recycled110% Post Consumer Paper Customer Service: [phone]

ANIMAL FACILITY ANNUAL CERTI'ICATION FORM
Certificate of Coverage or Permit Number b 4 County aambe le,.1 Year 200.5
Facility Name (as shown on Certificate of Coverage or Permit)
Operator in Charge for this Facility ✓!tee AQ Certification 4_.Lq9_7 z
Land placation of animal waste as allowed by the above permit occurred during the past calendar year
YES NO. If NO, ski Part I and Part II and proceed to the certification. Also, if animal waste
was generate bout not land applied, pease attach an explanation on how the animal waste was handled.
Part I : Faci e Information:
1. Total number of application Fields ❑ or Pulls 41ease check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): M _ Total Useable Acres approved in the CAWMP
2. Total number of Fields ❑ or PullsO (please check the appropriate box) on which land application
occurred during the year: Total Acres on which waste was applied S3, 1�
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:
S. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year Q 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 smallest number of animals by type at this facility at any one time during the previous year:
Largest Q h Nrlf:2 ei 1S
Smallest F
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average �nuP '3mbers)
8. Facility's Integrator if applicable: �' 6e _Ct'i
Part II: Faeilf!y 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 TQ BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE,
1. Only animal waste generated at this facility was applied to the permitted sites during B Yes ❑ No
the past calendar year.
RECEIVED
AFACF 3-14-03 1 F7? 2 # 7^r�,
DENR-Fi,�kf tVItlERcuI t

2. The facility was operated in such a way that there was no direct runoff of waste from P Yes ❑ No
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year. VYes
3. There was no discharge of waste to surface water from this facility during the past ❑ No
calendar year.
}. There was no freeboard violation in any lagoons or storage ponds at this facility during t2Yes ❑ No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the tdYes ❑ No
levels specified in this facility's CAWMP during the past calendar year.
6. All land application equipment was calibrated at least once during the past calendar year. fC! Yes ❑ N
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon ❑ Yes V 0
was designed or reduce the lagoon's minimur� treatment volume ##o less than t a volume
for which the lagoon was designed. �' N o$ i•+c�� � d s ba eo R i +i
8. A copy of the Annual Sludge Survey Form for tthifacility is httaehed to this Certification. R Yes ❑ No
9. Annual soils analysis were performed on each field receiving animal waste during the dYes ❑ No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year? IRYes ElNo
11. All required monitoring and reporting was performed in accordance with the facility's O' Yes ❑ No
permit -during the past calendar year. , _/
12. All operations and maintenance requirements in the permit were complied with during hQ 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 CA%W were maintained during the past calendar year on all VYes ❑ 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 Ia Yes ❑ 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
I hose 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."
PS-t" a- cwVse'r,
ame and Title type or
Date
Date
different from Permittee)
A>"ACF 3-14-03
8EC 11 D
FEB 2 6 2063

fr"V1
Lagoon Sludge Survey Form
A. Form Permit or DWO Identification Number � �. d.
l3. Lagoon Identification `/ - k FAitms o CgDAR CLEF Ile- .
C. Person(s) taking Measurements
D. Dale of Measurements . p
E. Methods/Devices Used for Messuament 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 (soli) of lagoon:
PQ&- (A)Ilth
c. Thickness of the sludge layer If making a direct measurement with "core sampler"
Ai A
F. Lagoon Surface Area (using dimensions at the Inside lop of bank): I. l _ (acres)
(Draw sketch of lagoon on a separate sheaf and list dimensions, and calculate surface area.)
0. EgUrnate number of sampling points:
a. Less than 1.33 acres: Use 0 points
b. If more than 1.33 acres, -� r- j acres x 6 = it , with maximum of 24.
(using sketch and dimensions, develop a uniform "grid" that has number of Intersection points that malcli
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):
J. Determine distance from Maximum Liquid limit to Minimum Liquid Level: 0
(Determine from Plan or other lagoon records)
Calculate distance from present liquid surface level to Minimum Liquid
Level: IIemJ - Item I, assuming present liquid level Is below Max. Liq. Level: 1 •y -�
L, Record from sludge surrey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measuemant points): �,-�..
M. Record from the sludge survey data sheet the distance from the present liquid surface I"
to the top of the sludge layer (average for all the measurement points): t�..._,_
N. Record from the sludge survey date sheet the average thickness of the sludge layer:3.1
_,
0, Calculate the thickness of the existing Liquid Treatment Zone (Item M - Item K):�
(Note: If item O is less than 4 A,. a sludge removal and utilization plan may be required by ��������
N.C. DWO. See your specific permit or contact DWO for more information.)
P. Proceed to the sludge volume Worksheel if desire to calculate sludge volume for rectangular shaped -6 2 8 20Z)
lagoon with uniform side slope. QENR-FR
"tcEREGroMt o
Completed by: ian►a J+ Align --- Date,.• O y �L'F
Print Name Signature

' Lagoon Sludge Survey Form
A. Farm Permit or DW4 Identificalkon Number
B, Lagoon Identification lo.k i PRAM S 0 P L'E0is154 CltiMk r L1.C.
C. Person(s) taking Measurements
D. Date of Measurements I,)-'25-CjH
E. Method&4)evices 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 (loll) 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): _�L (acres)
(Draw sketch of lagoon on a separate sheaf and list dimensions, and calculate surface area,)
G, Estimate number of sampling points:
a. Less than 1.33 acres: Use 6 points
b. If more than 1.33 acres, [_j acres x 6 = �, 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 date 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): .3.
J. Determine distance from Maximum Liquid limit to Minimum Liquid Level:
(Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid
Level:ltemJ - item I, assuming present liquid level Is below Max. Liq. Level: a�.3
L. Record from sludge survey date sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measuemenl points); 9. S
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):
N. Record from the sludge survey data sheet the average thickness of the sludge layer:
O. Calculate the thickness of the existing Liquid Treatment Zone (Item M - (tern K): �.
(Note: If item O is less than 4 ft., a sludge removal and utilization plan may be required by
N.C. DWQ. See your specific permit or contact DWO for more information.)
P. Proceed to the sludge Volume Worksheat It desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Date: O
Completed by: sTa mtr K 1f' ��},_ auum
Print Name t Signature

4F W A rFR
�O" " QG
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
C.V. Downing
C.V. Downing & Sons
3593 Bogie Island Road
Fayetteville NC 28301
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
August 5, 2003
EINIR-FRO
Aub 12 2a
®WQ
Subject: Application for National Pollution Discharge Elimination System (NPDES) General Permit
Facility Number 26 - 4
Dear C.V. Downing:
The Division of Water Quality (Division) has been required by the U.S. Environmental Protection
Agency (EPA) to develop a NPDES permit program for animal waste management systems. The
Division has developed a general NPDES permit similar to the state Non -Discharge General Permit that
this facility is currently permitted under. Coverage under the General NPDES permit will be required by
all facilities that are at, or above, the federal threshold numbers of animals listed below, as well as any
facilities that have had a discharge to waters of the state since January 1, 2001.
Federal Threshold Animal Numbers:
2500 Swine greater than 55 pounds in weight
10,000 Swine less than 55 pounds in weight
700 Mature (milking cows or any cows that have calved) Dairy Cattle
1000 Beef Cattle in confinement
30,000 Poultry with a liquid waste management system
55,000 Turkeys
125,000 Chickens other than a liquid waste"management system
82,000 Laying Hens other than a liquid waste management system
According to our records this facility meets the federal threshold for a NPDES permit. If you are
currently operating at a population above the threshold numbers please sign and submit the enclosed
NPDES Short Form B — Existing Facility. Please carefully follow the instructions on the form.
If you are currently operating this facility at a population below the federal threshold you may choose to
submit the enclosed "NPDES Short Form B — Existing Facility" for the design capacity of the system as
it is currently permitted. You may also choose to request a new Certificate of Coverage under the State
Non -Discharge Permit at a population below the federal threshold, Should you choose this option,
please submit the enclosed "Request for Modification to Existing Certificate of Coverage for State Non -
Discharge Permit" application and updated WUP reflecting the population change. Please note that if
you are issued a modified Certificate of Coverage for a lesser population, any future increases in
population would require a new permit from the Division prior to increasing the animal population.
NNR
Non -Discharge Permitting Unit Internet http:l/h2o.enr.nc.state.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
Customer Service Center Telephone [phone]
An Equal Opportunity Actlon Employer 50% recycledl10% post -consumer paper

Please submit one of the enclosed applications within 60 days from receipt of this letter. If you choose
to submit the "Request for Modification to Existing Certificate of Coverage for State Non -Discharge
Permit' application you must include an updated WUP. If you are unable to obtain an updated WUP
you should submit the "NPDES Short Form B — Existing Facility" for your current permitted population
and request a permit modification at a later date when you have obtained a new WUP. Failure to
submit the application as required may subject your facility to a civil penalty and other enforcement
actions for each day the facility is operated following the due date of the application.
If you have any questions about the NDPES permit, the enclosed applications, or any related matter
please feel free to contact Duane Leith at 919-733-5083 extension 370.
Sincerely,
M. Paul Sherman, P.E.
Cc: Cumberland Soil and Water Conservation District
Fayetteville Regional Office, Division of Water Quality
Permit File NCA226004
Permit Application File NCA226004

ke
ANIMAL. FACILITY ANNUAL CERTI'ICATION FORM
Certificate of Coverage or Permit Number IV aa6 00! _ ,County C 1a,� Year 200!
Facility Name (as shown on Certificate of Coverage or Permit) 64 A&"s a?C LPG CreWe- 1 Le -
Operator in Charge for this Facility T<�+,n 8 f„zo+ Certification # ,boo -7 ? _
Land a plication 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 : facile Information;
1. Total number of application Fields ❑ or Pulls please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): j a, _ Total Useable Acres approved in the CAWMP
La
2. Total number of Fields ❑ or Pulls 41ease check the appropriate box) on which land application
occurred during the year: 1A Total Acres on which waste was applied S3 , I.A
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: h IVfl I
S. Estimated. amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year Q tons ❑ or gallons ❑ (please check the appropriate box)
6. Annual average -number of animals by type at this facility during the previous year:
r4,*a; set.eA -4-A Caley Awn iky rh SPA. .1604 1?ecolds -)%,� ocfFi✓0✓: a...[ bcac r 10.2 (U
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest 7
Smallest 2 11-8E
(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: &1-- 9 s
Part IX: 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 TQ.BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
1. Only animal waste generated at this facility was applied to the permitted sites during
the past calendar year.
RECEIVED
AFACF 3-U-03 1 FEB 2 8 2005
2 Yes ❑ Nc
OR - FA`lEiTEVILLE REGIONAL LOF �E

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 LK Yes ❑ No
calendar year.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during L Yes ❑ No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the 2/yes ❑ No
levels specified in this facility's CAWMP during the past calendar year.
6. All land Application equipment was calibrated at least once d 'n�the past calendar,yee . ❑ Yes DNO
9CAiVQ6 �/r 1 pC+�r•�' iM Srp-f-. Kndrr' CaVj 01OWK101q rs ; -v cali e�r!i »r..'F'
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon es �fd'No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was d igned.71-j+ ereer�d s/Ndpe sN•�e7. a tl
v� .►efi'dva�•1 srnd ice. A <opyy• /
S. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification. M Yes ❑ No
9. Annual soils analysis were performed on each field receiving animal waste during the R'YYes ❑ No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year? 2 7Ces ❑ 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 PYes ❑ 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 all 2<s ❑ 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 U Yes ❑ 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."
lrype or
ttee
different from Pennittee)
AFACF 3-14-43 2
-.) -as
Date
Date

I�pOYI
Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification NumberLj-
8, Lagoon Identification G' �1, j7dc.~,n, Q , k F'A�ZtMS OW CE DAR C 2EE K ,11. LC
C. Person(s) taking Measurements Jp�• Aap-
D. Date of Measurements _ p
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"
n) A
F. Lagoon Surface Area (using dimensions at the inside top of bank):. L (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, /, r acres x 6 = , 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".
1. 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 pate):
J. Determine distance from Maximum Liquid limit to Minimum Liquid Level: 17.0
(Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid
Level: ItemJ - Item I, assuming present liquid level is below Max. Llq, 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):
1
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):
Y,3
N. Record from the sludge survey data sheet the average thickness of the sludge layer:
3, !
0. Calculate the thickness of the existing Liquid Treatment Zone (Item M - Item K):
�.
(Note: If item O 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.
Completed by: Llnme r t: Allen Date:o y
Print Name Signature

Sludge Survey Data Sheet
Lagoon Identification:
Completed By: ; Mr.t it i Date: ��- �q ..p y
Print Name l Signature"/ At.
Point
No.
Distance from liquidDistance
to top of sludge
from liquid surface
to lagoon bottom (soil)
Thickness of sludge
layer
Conversion TaWe From Inches to Tenths of feet
Inches
Tenths of feet
Inches
Tenths of feet
1
0.1
7
0.6
2
0.2
a
0.7
3
0.2
9
0,7
4
0.3
10
0.91
5
0.4
11
0.9
6
0.5
12
1.0
8pis

Iff
T--r-
----- --L L21
-4-'A
Tj 7 r
Lla-, . . . . . . .
F -T-
..... . .. ...
YJ
L. L
-L
A -A
..... .... ...
............. .
. .... .. ....
qM

Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number . Z L — 4—
B. Lagoon Identification ©ik FA pF CEDA9,
C. Person(s) taking Measurements
D. Date of Measurements lk-29.014
E. Melhods/Devices Used for Measuement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
S'onnt'
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
nn f&. W. i Nh A,1P n e,4rn, roe O. A K
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): �_,y (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. . ►{ acres x 6 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 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:
(Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid
Level: ItemJ - Item i, 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
to the'top of the sludge layer (average for all the measurement points):
N. Record from the sludge survey data sheet the average thickness of the sludge layer:
O. Calculate the thickness of the existing Liquid Treatment Zone (Item M - Item K):
(Note: If item O 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.
Completed by: 3otrr►�..e_ , .&Ai2 Date: Via- z9.Oy
Print Name of Signature

Sludge Survey Data Sheet
Completed By: -A Ocs 4, &&a
Print Name
Lagoon identification,
Date: 1- At( -•Oq
Signature
Grid
Point
No.
Distance from. • surface
to top of sludge
Distance fromliquid surface
to lagoon boUorn (soil)
Thickness of ••
layer
WIM, lam
0
�
Conversion Table From Inches to Tenths of feet
Inches
Tenths of feet
Inches
Tenths of feet
1
0.1
7
0.6
2
0.2
8
0.7
3
0.2
9
0.7
4
0.3
10
0.8
5
0.4
11
0.9
6
0.5
12
1.0
I.Y Av
lapis
3, s

'-i--
i
._� �_ ...�... � ._�. _�•. _,_..,.�; ¢ J� 1_,y.r, Imo; • .,1..i...._. a �csn �
€ .{' I��•�q -t-.
T -���i �I I ; ,�,- „t J_i_i I '-o'-i`-i '�' )_ ! ._,J � �-I._..L.{. - I I .!�' - i ..1 _ ` 1 ' ,J_._.}.� i ,'� i I� ; r- "• ,- j�
,
Y i � i I -I �� I...�.-J, i 1 _.�._f. _J....l.. • I -! 1 ..� �_� -E I € i 1 :.-i_ t i '�}, i 1 ' �„�' i I ' � �. S• ��.i I - _�
..__i._ _:.J �.�. [ ,. �.r ..�_.-.! •_..! -7.. _y-; ! I I_..;-,.-i,...-t-1-I r�'� I � �'-i-A�.
• I !�-.-. .�_ � ^.J-_;_ _:- _ I ., �.�- I F -• -- -��.
- - - -- _
-+--;•-a I € I i- I-- -� 1 I ..,# E 1 -, - { -J -l--r-�- ,--t- - I r .i_ _
i
4_
r ' �' J � _'••;- �-I--'-._;-_-,_--,__-�'--'- I -'- l _ -1 {1--[-}I- �—� L � � �- ; � ({ .E.� I i I--�..E �I�-�- I 111 i ,�.�_.1_.` I �_.__�-,.. �.-1 .! `, 1 p y _. �. 1 ; - I i -- 1 �• ' --"�"�'-$- �- - 7 t i [ I I '-�-_ I i F_� I '- i j-� �_ it � I 1 #:[� i i
a-
' ')---#-_�_..]--4- i-_I_.�. I 1-.Y_.,,I., J. .I,.,,�_.�_.�.-,�_;..�_-�__'�.+-.�._ I..�».� -,�._ _�._a.,_,-,.I.. �i � +..�. ! � I .-#_.r.....,_.) I � _�.i, �_,.J..-�- 1 i... _, .,I•. _�•.�I..�-.-{
-i-_'...^'.-"_•,`_`_ f � i _ _r_ � i 1 a_"3.,`j "�• ; 1 i`�_""{ !_.f_'i -_-�: 'o 3 I�� ; ��-r -!
,
,
r ! I 1 ° ! ? .2�a � _j 1 "� ! } -j -� I i I ! � T � � I 1 -� - --'I-1- •- !�1 �'� _.)-•_I _'w-j_� ' a � I r i ..,1
�, ! I � J I I t I I ! t •{ _�.. �, i -� -L, I_J - ...3. - E � _-_...�1--I_I ._,3...{ _- I i J.�- I
�-! � � �,'�_t-J.. {.-� r ..»F..r__._I._.I'�j ._"�.�..�_- 3•-]'--i 1 i i a ,_�..i-r,y,��r_ _I 7 I I -.� t _ 3 �• �-...�-l_�-�•_:���T-r-.I_ -}--� � _T_ r
I-� i f _h--
I r,',_,1 �- I r.. .H., lS i.. I x.._w.-I.._.'•..) I i_„�-......_.�_. y -r.. 1-,1r 1 1, ; 'w ....� '-I '--t."' �,..I. I a i _�..�...
r 1--1• i .,r
: !._T
'_� � {_. r._� I r,�:_ � __� �_ .s_ • ar. ;_ ;_- I �-�� I � ,
�- ' h__�___�"'"' ..__.-.L.i..,l 1•_.a... ' 'i- �-�-.:.._i_•� .,i_• r i t _....a.._ r� _3 I 8�.. I 1 � i •i ! I I 1 1 }`»! �-I
••"_'I _-+-a'_j _-.. _1- _I .� i ] _ y..... I I J I,,...1 [ _ �, � i_* y` _�_� __ i f
�.rT,i
-- '-r r:- ..- � •.�-- �-7-„_. �i-'-j i i. �'.,"'•�,-L.�S -i_.._ ._ �.--3._J-_._.-1 I � j .-:-?-'"�-•-�•- ,-�-_....�-� .__� I �.
} � � �s r �' � I i-1 �i-V -. I r •j- i_{ 1'�4 f-i 1_� i + i 3 1�iA'€ j'- I I �'»�_ f-1- ? � ; ; !_'r`! `i 1 ! ! 1 I ! -r
I r I a .� _ _ I , •'- -ti I _� t �_ _... ...1_.1....' _ .-a >,..i_J..- !..�._.ir__ . I '».. � _]__.._ _ � ,_'-..s-.#_...� _ } � i -� ' _i _I _� l._:_L
�- � a ., ,...r_.�� Tf- �._! ..! ,.�. J � _1»:_.;_ - ! �_ :_s._ _».._, ._ - - . _•,-..a_„ 1..>- �-.-; I � � '_.,,... ��T --� _ -,r
_4._
{ '� � _.W ! 1 lµ 17 E ,' !-..i .l._ r�� �. ',^ - N •�_-.._.., _�-,�� ...1,-1..._ _._I I f�i �� I �' IvW� 1 i -,'! 4 1 I
­
I �r
i i,,.l 1 €�-t ! l,.I i,..1 I I '.1„1 �] I �... I 1 J.I._ 1 {wr,.- - i.l_I-.. ...I I...i._i_...�....I I I I I ��I���i 'w) �•""!.„E
L { J }' l } I I + ._I ` I,--s._ ._.4..._ _.,,}� _.1 .1_ I_ I -! I I�»- = 1,�, f r I I-• ..i,...i.. i
.I`." ]..
. ! u
1 i i '• '"_, , ._J -r J -�- ...�..i•".;__� -`� '--i ��` 1 i -� '--; - i' —)" j I 1`i 1 I-.tw. _ _ 1
' i I. _ . �. �. _,•- - j'r f_ ' � ,- J _Y� � � 'i-' _' 1 _-.1. � • +- �...._ -: ..1 ..,.1__II.,.JI--1�--1-. -1 �,-. .-._.I-.:..-�...._.+- I ' - -i i-- -_
S '...t_ I { : , 1 � I i r ) y I -; � •• h- I- I- � , - --`.- .. .�. a. ,.]- � .. I I �.-1 _I f !. ,1 _f.-,-.y_.r_J-, I ...j,
II I —• I
l�L
, -� - � I �—'- - ', `•-F'--1— .. , ..I_J—, � I �I—.—.,_ .J _j _u_.—f__'I-. f— �—"_! l ! � �...�.. _, —t—r . A � ' -�T I � ..l —'—�.
-Fh I ry
' f -
i t
I
f
.3
! 1
f � _
' f I
,.. _. .., _ ._ .. __.. r.._ __. .... ._ ...--... .. ._. - _.. - - .- _.._._ __ice--� ..r _ _ •- ,-. _ _.-._.. ,_ •� € _. .._ - _ -
_
, I i
1
71-
( 1 ,
i
!
1 t �I I,I a ��,;�t-. -4 I �., .� 1 � i «�. .. 1. •-^. -.. •Y• -.. -, ��'•.., }. I'__� 1_. } .._. .. _ ._-1`,

o�o� W A rERQ6
e� 7E
0 I, — ,C
Mr. C.V. Downing, President
C.V. Downing & Sons Farm, Inc.
3621 Bogie Island Road
Fayetteville, North Carolina 28312
Dear Mr. Downing:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
September 24, 2004
Alan W. Klimek, P.E. Director
Division of Water Quality
RECEIVED
OCT z 9 ZOO
DENR-FAYET9EIrlM REGIOML'ORE
Subject: Certificate of Coverage No. NCA226004
C.V. Downing & Sons Farm
Swine Waste Collection, Treatment,
Storage and Application System
Cumberland County
In accordance with your application received on September 14, 2004 we are hereby forwarding to you
this Certificate of Coverage (COC) issued to C.V. Downing & Sons Farm, Inc., authorizing the operation
of the subject animal waste collection, treatment, storage and land application system in accordance with
NPDES General Permit NCA200000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the C.V. Downing & Sons Farm, located in Cumberland County, with an animal
capacity of no greater than an annual average of 12160 Wean to Feeder swine and the application to land
as specified in the facility's Certified Animal Waste Management Plan (CAWMP). 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 July 1, 2007 and shall hereby void Certificate
of Coverage Number AWS260004 dated May 1, 2003. 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 General Permit. Since this is a new joint State and
Federal general permit it contains many new requirements in addition to most of the conditions contained
in the current State general permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please Ray careful attention to the record keeping
and monitorine conditions in this Dermit. The Animal Facility Annual Certification Form must be
completed_and returned to the Division of Water Oualitv by no later than March 1st of each vear.
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.
North Carolina Division of Water Quality 1636 Mail Service Center Raleigh. NC 27699-1636
Internet; h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604
An Equal Opportunity/Affirmative Action Employer — 50% Recycledll0% Post Consumer Paper
Phone [phone]
FAX [phone]
Non tliCarolina
Natia"ally

Mr. Downing
Page 2
September 24, 2004
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 2H .0225(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 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, the Clean Water Act and 40 CFR 122.41 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 NPDES 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
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Duane Leith at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Cumberland County Health Department
Fayetteville Regional Office, Aquifer Protection Section
Cumberland County Soil and Water Conservation District
Permit File NCA226004

SWINE FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
FOR
C.V. Downing
12,1 64 wean to Feeder
June 2, 1997
W
,J U
�
�n
W C%j
�LL
>
t1 C3
LLcc
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
NRCS, DEM, and all other State and Local Regulations
to the best of my kno �pelg4+�lltta� elief.
a`'� H CAR
K Floyd Adan�"E.
License No. 1227A-
4YD
11
A4� ..
Date

1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
SWINE FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
C.V. Downing
12,160 Wean to Feeder
TABLE OF CONTENTS
Il1Y:l311
Lagoon Design Check List
Emergency Action Plan
Design Summary
Lagoon Design
Soil Investigation
Hazard Classification Data Sheet for Dams
Operation and Maintenance Plan
Construction Specifications for Lagoons
Seeding Specifications
Plan for Lagoon
Typical Cross -Section of Lagoon
Plan of Excavated Waste Storage Pit
Pump Station Data
Volume Calculations
Waste Utilization Plan
Waste Management Facility Site Evaluation
Varification of Notices to Adjoining Landowners
Waste Management Odor Control Checklist
Insect Control Checklist
Mortality Management Methods
Irrigation System Design
Maps
A. Vicinity Map
B. Topo Map
C. Soils Map
D. Flood PIain Map
E. ASCS Map

CHECKED
BY:
DATE: e. /z ! 9'T
LAGOON DESIGN CHECK LIST
1.
Copy of 026 and maps if clearing involved.
1
2.
Dam safety -
-WA
a. Dike over 15 feet to down stream slope and over 10 acre feet storage to top of
dike.
3.
Adequacy of storage volumes -
a. designed volume exceeds needs
'
—Z
b, stop pumping volume exceeds treatment volume
-C. 25 year storm volume exceeds volume at start pumping
-,L
d. actual volume pumped exceeds required volume to be pumped
'
✓
C. all temporary storage stored above seasonal high watertable
�[
f. sludge volume included
g. minimum 6 feet treatment volume depth
4.
Operation & Maintenance Plan (sheet) -
a. begin and end pump -out elevations
5.
Location sketch -
a. distances to nearest residence
b. road numbers
C. north arrow
6.
Hazard Classification Sheet (NC-ENG-34) -
_✓
a. distance to nearest stream in event of dike failure
✓
b. distance to nearest public road in event of failure
'
✓
C. topo map showing lagoon location and information to support a&b
7.
Waste Utilization Plan
a. show all tracts & field numbers, field acreage, crops
✓
b. signatures of producer & person preparing plan
c. agreement sheet signed by adjoining landowner if needed - showing tract
numbers, field numbers, acres, etc.
d. ASCS maps of fields to be used for effluent disposal
_✓
e. soil survey sheets showing all fields
✓
f. check suitability of soils for crops planned
'
✓
g. include attachment "B" on sampling procedure
h. waste plan is included but prepared by other qualified specialist - this plan is not
part of the engineer's review
1

1
8.
Soil Investigation Sheet (SCS-ENG-538)
✓
a. are sufficient borings made for size and condition of lagoon
1
b. borings 2.0' below designed bottom of lagoon
i
C. location & elevation of borings in relation to grid survey
d. seasonal high watertable
_✓
✓
9.
Seeding included dike buildings)
specifications (lagoon and other exposed areas around
10.
Construction Specifications (sheet included)
'
a. need for cut-off trench addressed
✓
b. need for sealing or lining with impervious material addressed and anticipated
locations of such area identified
✓
C. protection of liner during initial filling and near flush pipes addressed
11.
Grid Sheet (original or ledgable copy)
I
✓
a. gridded area large enough to include embankment slopes and surface water
diversions
✓
b. location & dimensions of lagoon & buildings shown (lagoon inside top
measurements shown and lagoon corners identified by grid stations)
C. surface water removal (pipes, outlets, etc) shown
d. soil borings location show
✓
e. TBM location & elevation shown
Ng
f. existing utilities located (if applicable),-'
9. emergency spillway shown (if applicable)
12.
Typical cross-section included
a. dike elevation & top width shown
1
✓
b. lagoon bottom elevation shown
C. side slopes shown
✓
d. effluent outlet pipe invert elevation shown
'
✓
e. effluent outlet pipe shown to discharge below water surface
e. building pads - elevation & grade shown
f. cut-off trench shown - if required
'
✓
g, liner shown - if required
13.
Volume Computations
a. excavation
b. dike fill
C. pad fill
'
14.
Summary Sheet
✓
a. design requirements
✓
b. excavation volume
C. fill volumes
✓
d, cut -fill ratio
15.
Location of subsurface drainage (if present)
'.�
2

1
1
1
i
1
1
1
1
10
1
1
1
1
1
1
1
1�
1
16. Presence of utilities addressed
✓ 17. Observation of cultural resources statement included
18. Operation is outside of jurisdictional limits of municipalities
91

CUMBERLAND COUNTY
EMERGENCY ACTION PLAN
DWO 910-486-1541
EMS 910-678-7688
SWCD 91 0-484-8939
NRCS 910--484-8939
This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should
NOT wait until wastes reach surface waters or, leave your property to
1 consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an
accessible location for all employees at the facility. The following
are some actioi—i-t.ems you should take.
1. Stop the release of wastes. Depending on the situation, this may
or may not be possible. Suggested responses to problems are
listed below:
A. Lagoon overflow —possible solutions are:
'
a.
Add soil to berm to increase elevation of dam, any
permanent alteration of the dam should be approved by a
qualified technical specialist.
b.
Plump wastes to field at an acceptable rate.
c.
Stop all additional flow to the lagoon —hold waste in the
house if possible.
d.
Call a pumping contractor.
e.
Make sure no surface water is' entering lagoon.
B. Runoff from waste application field --action include:
'
a.
Immediately stop waste application.
b.
Create a temporary diversion or berm to contain the
waste.
c.
Incorporate waste to reduce further runoff.
d.
Evaluate and eliminate the reason(s) that caused the
'
e.
runoff.
Evaluate the application rates for the fields where
runoff occurred.
C. Leakage from the waste pipes and sprinklers —action include:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
e. Repair all leaks prior to restarting pumps.
1 D. Leakage from flush system, houses, solids separators --actions
include:
a.
b.
C.
Stop recycle (flushing system) pump.
Stop irrigation pump.
Make sure no siphon effect has been created.
Stop all flows in the house, flush systems, or solid
separators.
Repair all leaks prior to restarting pumps.

1
1
�
.
E. Leakage
from rase or sidewall of lagoon. Often this is seepage
'
as opposed
to flowing leaks --possible action:
a.
Dig a small sump or ditch to catch all seepage, put in a
submersible pump, and pump back into lagoon.
b.
If hales are caused by burrowing animals, trap or remove
animals and fill holes and compact with a clay type soil.
c.
Have a professional evaluate the condition of the side
walls and the lagoon bottom as soon as possible.
2. Assess
the extent of the spill and note any obvious damages.
ta.
Did the waste reach any surface waters?
b.
Approximately how much was released and for what
ducat ion?
c.
Any damage noted, such as employee injury, fish kills, or
property damage?
d.
Did the spill leave the property?
e.
Does the spill have the potential to reach surface
waters?
f.
Could a flitur^e rain event cause the spill to reach
surface waters?
g.
Are potable water wells in danger (either on or off of
the property)?
h.
How much reached surface waters?
3. Contact
appropriate agencies.
a.
During normal business hours, call your DWQ (Division of
Water Quality) regional office, at 910--486--1541, after
hours, emergency number:919--733-3942. Your phone call
should include: YOUR NAME, FACILITY, TELEPHONE NUMBER,
THE DETAILS OF THE INCIDENT FROM ITEM #2 ABOVE, THE
EXACT LOCATION OF THE FACILITY, AND THE LOCATION OR
1
DIRECTION OF MOVEMENT OF THE SPILL, WEATHER AND WIND
CONDITIONS. THE CORRECTIVE MEASURES THAT HAVE BEEN UNDER
TAKEN, AND THE SERIOUSNESS OF THE SITUATION.
b.
If spill leaves property or enters surface waters, call
local (EMS) Emergency Management Services at
910-678-7688.
c.
Instruct EMS to contact local Health Department.
d.
Contact local CUMBERLAND Soil and Water Conservation
1
District (SWCD), Natural Resources Conservation Service
(NRCS) office at 910-484-8939 and Cooperative Extension
Service (CES) at 910-4B4-7156 for advice/technical
assistance.
4. If none of the above works call 911 or the sheriffs Department
and explain your problem to them and ask that person to contact
the proper agencies for you.

1
1
5.
Contact the contractor of your choice to begin repair of the
problem to minimize off --site damage.
a. Contractors Name;
'
b'. Contractors Address:
c. Contractors Phone:
'
8.
Contact the technical specialist who certified the lagoon (NRCS,
Consulting Engineer, etc.)'
1
a. Name:
b. Rhone:
7.
Implement procedures as advised by DWG! and technical assistance
agencies to rectify the damage, repair -the system, and reassess
the waste management plan to keep problems with release of wastes
Ifrom
happening again.
8.
If you are a contract swine grower associated with a swine
company integrator, contact the company representative at
1-910-592--5771
1
1
1
1
11

1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
DESIGN SUMMARY
NAME: C V DOWNING & SONS
COUNTY: CUMBERLAND
TYPE OPERATION: 6080 WEAN -FEED
TOTAL
REQUIRED VOLUME
412302
CU
FT
TOTAL
DESIGN VOLUME AVAILABLE
437560
CU
FT
ESTIMATED:
VOLUME OF LAGOON EXCAVATION--µ-8931 CU YDS
VOLUME -OF EXCAVATION FOR PAD 877 CU YDS
TOTAL EXCAVATION 9808 Cu YDS
VOLUME OF PAD FILL 1129 CU YDS
VOLUME OF DAM 8896 CU YDS
TOTAL FILL 8025 CU YDS
CUT --FILL RATIO
1.E2 :1
WHEN SM MATERIAL IS ENCOUNTERED OVEREXCAVATE 1.5 FEET
AND BACKFILL WITH COMPACTED SC MATERIAL.
A PUMP LIFT STATION WILL BE INSTALLED BY OTHERS USING
ELEVATIONS DETERMINED BY THE DESIGNER TO CONVEY WASTE
FROM BUILDINGS TO LAGOON.
TOP OF DAM
ELEVATION
54.5
START PUMPING
ELEVATION
5E.2
STOP PUMPING
ELEVATION
49.5
BOTTOM
ELEVATION
43.5
BEGIN PAD
ELEVATION
49.0
END PAD
ELEVATION
49.3

LAGOON
DESIGN
1
Operator:C. V. DOWNING
County: CUMBERLAND
Date:
05/15/97
Ila
the site evaluation
been completed & approved:
Y
AVERAGE LIVE WEIGHT
(ALW)
0 sows (farrow to
finish) x
1417
lbs. --
0
The
0 sows (farrow to
feeder) x
522
lbs. =
0
lbs
0 head (finishing
only) x
135
lbs. =
0
The
0 sows (farrow to
wean) x
433
lbs.
0
lbs
6080 head (wean to feeder) x
30
lbs. =
182400
lbs
Describe other
0
lbs
i
1
1
1
1
1
1
1
iJ
Total Average Live Weight = 182400 lba
MINIMUM REQUIRED --TREATMENT VOLUME OF LAGOON
Volume = 182400 cubic ft (includes
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 45600.0 cubic feet
TOTAL DESIGNED VOLUME
0 cu. ft. add. treat. vol.)
Inside top length (feet)---------------------
260.0
Inside top width (feet)----------------------
230.0
Top of dike elevation (feet)-----------------
54.50
Bottom of lagoon elevation (feet)------------
43.50
Freeboard (feet)-----------------------------
1.00
Emergency spillway depth of flow(feet)-------
0.00
Side slopes (inside lagoon)---------------------
3.0 : 1
Total design volume using priamoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH DEPTH
3.0 3.0 3.0 3.0 254.0
224.0 10.00
AREA OF
TOP
LENGTH
* WIDTH =
254.0
224.0
56896 (AREA
OF TOP)
AREA OF
BOTTOM
LENGTH
* WIDTH =
194.0
164.0
31816 (AREA
OF BOTTOM)
AREA OF
MIDSECTION
LENGTH
* WIDTH * 4
224.0
194.0
173824 (AREA
OF MIDSECTION * 4)
CU. FT. .=
[AREA TOP +
(4*AREA MIDSECTION)
+ AREA BOTTOM] * DEPTH/6
56896
173824
31816 1.67
Total Designed Volume Available = 437560 CU. FT.
1

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
' 260.0 230.0 0.0
59800.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 59800.0 square feet
Design temporary storage period to be 180 days.
�A. Volume of waste produced
Feces & urine production in gal./day par 135 lb. ALW 1.37
Volume = 182400 lbs. ALW/135 lbs. ALW%* 1.37 gal/day 180 days
Volume = 333184 gala. or 44543.3 cubic feet
Volume of excess water
Volume = 1222.9 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 29427.2 cubic feet
�. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation 12.9 inches
180 days rainfall 21.0 inches
Volume = 21.0 in * DA / 12 in. per ft. = 104750 cubic feet runoff
Volume = 12.9 in * lagoon DA/12 in./£t = 64185 cubic feet evap.
Volume = 40564 cubic feet
1
1

1
Volume of 25 year 24 hour storm
Volume of "Heavy Rain" 7.0 in.
Volume = 14.0 inches / 12
Volume = 69767 cubic feet
L. Additional volume as follows:
7.0 in.
inches per foot x DA
'
TOTAL REQUIRED TEMPORARY STORAGE
5A. 44543 cubic feet
'
5B. 29427 cubic feet
5C. 40564 cubic feet
5D. 69767 cubic feet
5E: 0 cubic feet
TOTAL 184302 cubic -feet
6.
SUMMARY
Temporary storage period—=================>
180
days
1
Rain£a11 during wettest period of storage==>
21.0
inches
Evaporation during storage period-=-=======>
12.9
inches
25 year - 24 hour rainfall__________________>
7.0
inches
Heavy rain=
7.0
inches
-=«=======_a=_______________________>
Freeboard= =>
1.00
feet
Side slopes=== .-w=_w.-___........___ .....----____>
3.0
: 1
Inside tap
260.0
feet
'
Inside top width=============__________ -____ =>
230.0
feet
Emergency spillway elevation(if planned)====>
5<3.5e
feet HGYAtAN�eO
Top of dike elevation=========>
54.50
feet
Bottom of lagoon elevation=- ===============>
43.50
feet
Top of sludge elevation=== —==============>
44.90
feet
Total required volume=====__________________>
412302
cu. ft.
'
Actual design
437560
cu. ft.
Seasonal high watertable elevation (SHWT)=_=>
46.80
feet
Stop pumping elev.__________________________>
49.50
feet �►
Must be > or = to the SHWT elev.==========>
46.80
feet
'
Must be > or = to min. req. treatment el.=>
49.50
feet
Min. Required treatment volume==============>
182400
cu. ft.
'
Volume at stop pumping elevation__^_========>
Start pumping elev.====___- - - --- _>
185472
52.20
cu. ft.
feet +�
Must be at bottom of F.B. & 25 yr. rainfall
& heavy
rain
Act. vol. less 25 yr. and heavy rainf all====>
367793
cu. ft.
'
Volume at start pumping elevation===_=======>
365992
cu. it.
Required volume to be pumped=- =>
114535
cu. it. w
Actual volume planned to be pumped==========>
133840
cu. ft.
Min. thickness of soil liner when required==>
1.5
feet
�.
• Y • �/
DESIGNED BYa�rpl�L.
. �.�Qe,w..`� APPROVED B /"l•
� �
15,
-
-.
'
DATE: 5!ir19 1 DATE: G 1
2(,1-7
I�

1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
SCS-ING-538 U. 5. DEPARTMENT OF AGPICULTURE
Aa.., 5-70 SOIL CONSERVATION SEFV;CE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME G' V DOW611&X, SQIIS -DISTRICT CQM6F_KLAjb �.
DATE . 4&0/97 COUNTY,Corn L3��L►a+.lD =.
S. C. S. PHOTO SHEET N0. WOM iU-N-ri -- F�� �-r ;?~�1_' Lt. E - - — - --
WATERSHFU AREA 3fFA5LRE�SEVTS
CROPLk.ND ACRES PASTUR.S ACRES-
WOOI)L.%ND__ACRES TOTAL_ ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETC14 OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. Scala I". feat)
1.acata reierenca poinf in tenter fine o/ dam and ldamd/p on skatrA
r- I
I
I oo
I j I i i I
IIE4
I I I
I I
I
It
e
,
I I I
I
!SBz-'
is f
s5
I
I
I I!
III
IJ�,
If
)
I�j
f
I
�
)
I A
nJ T '-4 .5 1
Y-
I
I
ND
deErg�A�
SSOv
CE ��S .Jt
SHOW]?vtr 48,0 '+7.7 BORING NUMBER A.ND PROFILE
DFPrXI .Noxe and Yst dom-iiie and spillway boringa Tint • then ,onded CfW end bonoLo pit MemaFs • i4marate with Lwdcal and ilea.
Cantryued an .Baal +.Arm naeassarW Show water lab!e aiewdons on da+n•sitc borings.
I�i�!�■ml■■■I■i■I■�■■■■■u■I
�����
"
.:
©i
Imo:'■!■■I■
■�■■I■I■
■■gym'
�!�
ml���l■
■I■■■�
�
Iwo
BORINNGS NLADE BY BAr_K140E' SIGNATURE & TITLE

1
1
1
1
7
1
1
1
1
1
1
1
1
1
1
1
1
1
1
TYPES OF MATERIAL ENCOUNTERED IN BORINGS
• (Use one of systems below)
UNIFIED CLASSIFICATION.
USDA CLASSIFICATION
GX-Well graded gravels; gravel, sand mix
g- gravel
GP -Poorly graded gravels
s -sand
GM. -Silty gravels; gravel -sand -silt mix.
vfs-very fine sand
GC - Clayey gravels; gravel -sand -clay mix
sl'-sandy loam '
SW - Fell graded sands; sand -gravel mix
fsi-fine sandy loam
SP -Poorly graded sands
1- loam
SM-Silty sand
gl-gravelly loam
SC - Clayey•sands; sand -clay mixtures
si-silt
ML -Silts; silty, v. fine sands; sandy or clayey silt
siI-silt loam
CL - Clays of low to medium plasticity
cl-clay loam
CH-Inarganic clays of high plasticity
sici-silty clay loam
MP -Elastic silts-
scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity
sic -silty clay
OH -Organic clays, medium to high plasticity
c - clay
1. Suitable material for-emban1mient is available Yea 0 No llndiwle inhere loc=tva on rhr skekh on
--�._
.miners. ttdrl
REMARKS: Uiir-RE SM MAreL1AL t/S /3 OVER ZXC-AVaTB I.S1
/OAb 4AGkF-otlr Wf C01"PA"" 5C 1"4T i2'A(-
2 EzpWn hazards requiring special attention in design rsewaee, symw..+nck i&)
GD �-RA L' REAfARKB:
T
24 ;j ; 5 'I 26 ' 27 28 ' 29 " 30 ! '31 132 33 j 34 35 ; 36 ; 37 1111381 59 148 41, 42 il 43 € 44 1 45 46114, 4$ 49 5d 5I
i
!
I
��
I
I
l
i
•,
�
I
I
f
i

1
1
1
1
1
1
1
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner C. V. Downing w County Cumberland
Estimated Depth of Water to Top of Dam f 8 Ft. Length of Flood Pool 700 Ft.
Date of Field Hazard Investigation 10/31/96
Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden
dam failure.
Est. Elev. c
Est. Elev.
's
Kind of ;Improvements;
of Breach
Reach
Length
Width E
Slope Land Use : Improvements Above
Floodwater Above
Flood Plain
Flood Plain
Ft.
I Ft.
% Woodland None NIA =
NIA
1
700
260
1
2
t
Describe potential for loss of life and damage to existing or probable future downstream improvements
for a sudden breach. A sudden failure of the structure will not endanger life nor cause significant
damage to buildings, agricultural_ land, or public roadways. The structure is approximately 700 feet from
Harrison Creek and over 2 miles from SR 1002.
Hazard Classification of Dam (A, B, C) (see NEM-Part 520.21) A
NRCS Dam Classification (I, II, III, IV, V) III
By /9i j
' M. Floyd Adams, a,
1
1
Date June 2. 1997
1

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system. �.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heavy rain factor. 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 heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid -level between these markers.
plumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste'without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 52.20 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 49.50 . This temporary
storage less 25 yr and heavy rain contains 133840 cubic feet or
10011E5 gallons.

' SHEET S OF 2
4. The recommended maximum amount to apply per irrigation and
' recommended maximum application rate is shown in the waste utilization
plan. 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. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or ".jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
.joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
' 10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
' 11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
' rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the
Environmental Management Commission (EMC)
'
in North Carolina revised
water
quality
regulations that address
animal operations. These
males
became
effective on February 1,
1993 115A NCAC 2H .02001.
This
animal
operation shall be operated
'
within the requirements of
these
rules
and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
' land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other materiel as approved by an engineer.
1
1
r

' SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
--------------------....-----------_--------------------
FOUNDATION PREPARATION:
1 The -foundation -area -of -the lagoon embankment and building ad shall be
9 g P
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
' lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT;
t------------------ ----------------
The completed -excavation and earthfill shall conform to the lines,
' grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
b inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
' shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
' equipment or standard tamping rolle.r.or other equivalent method.
Compaction equipment shal.l travel in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot"
' or tamping roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
' settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the ,jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
1.
Precautions shall be taken during construction to prevent excessive
' erosion and sedimentation.
LINER; THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
------ --------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
' ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a NRCS approved material (ie - CL,SC,CH).
t REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF
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 unless otherwise specified. When smooth
or hard, the previous lift shall be scarified and moistened as needed
before placement of the next lift.
' The single most important.factor affecting the overall compacted perme—
ability of a clay liner, other than the type of clay used for the
liner, is the•a-fficient 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 sail 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 l,iners.and bentonite sealant.
When these are specified, additional constr+.tction specifications are
' included with this Construction Specification.
CUTOFF TRENCH:
' --------------
A cutoff trench shall be constructed. under the embankment area when
' shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
' VEGETATION:
' All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc—
tion according to the seeding specifications. Topsoil should be placed
' on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is Out of season
dates for seeding. Permanent vegetation should be established as soon
' as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
' -
When specified thecontractor shall construct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations

1
SHEET 3 OF 3
and the side slopes shall be 1:1 or flatter. When the drains are
encountered, the the shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a tile line exists above th'e embankment .it shall be
rerouted around the lagoon in an approved location. Backfilling
and compaction in the trench shall be in accordance with the EXCAVATION
' AND EARTHFILL PLACEMENT requirements.
BOTTOM AND EDGES
--------- ---
The bottom of all lagoons shall be approximately level. The side
slopes shall be uniform from top to bottom. Scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping roller to decrease the permeability
of the finished bottom and side slopes.
' ©UALITY ASSURANCE
-----------------
During construction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
' as necessary to verify proper construction. Testing will be required
as deemed necessary by the inspector and/or. designer.
During construction of a clay •liner, a qualified construction
' inspector as designated by the designer must be on site during con-
struction as necessary to verify the liner is installed in accordance
with NRCS South National Technical Center (SNTC) Technical Note
' 716 (Revised September 1993). In the absence of supervision of
construction by a qualified inspector, the liner must be tested to
verify a maximUm hydraulic conductivity of 0. 000001. E5 cm/sec.
IWhen testing is required, the owner will be responsible for furnish-
ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
' performed by a certified laboratory.
1
1
1

1
SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
' 0.0 LBS. FESCUE GRASS AT 60 LBS. ACRE
(BEST SUITED ON CLAYEY OR'WET SOIL CONDITIONS)
' SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0
LBS.
RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
'
'
0.0
LBS.
PENS ACOLA" BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
'
SEEDING DATES: MARCH 15 TO JUNE 15
20.0
LBS.
HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
'
SEEDING DATES: APRIL 1 TO JULY 31
0.0
LBS.
UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
'
SEEDING DATES: JANUARY i TO MARCH 30
100. 0
LBS.
. RYE' GRASS AT 40 LBS. /ACRE (TEMPORARY' VEGETATION)
'
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
'
APPLY THE FOLLOWING:
2500.0
LBS.
OF 10--10-10 FERTILIZER (1000 LBS. /ACRE)
5.0
TONS
OF DOLOMITIC LIME (8 TONS/ACRE)
' E56.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
' APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
' ANCHORING TOOL OR NETTING.
I. PENSACOLA BAHIAGRASS is SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT A
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
1

Confinement Bldg.
49. 49.0
Pit
C.v. Dow "J1,4c r 5oyrs
Cu0,A6E2LAnD Co.
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width rzSettled Top Elevation g.5
Pipe Invert Elevation
52.2
I ISS 3 : l
f1
Ir
/ Lsr a
$7004
I,
S Pipe (Needs to be adequately
supported) f,
Bottom Elevation 43.5
T
Treatment
Lagoon
f
SS 3 : 1
Depth = B-7
NOTE: FLEXIBLE PIPE SHALL BE ATTACHED TO OUTLET PIPES TO DISCHARGE WASTE BELOW LAGOON SURFACE.
RIP -RAP OR OTHER SUITABLE MATERIAL WILL BE PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY
LINER

M M_ M M M M M M M M M M M 10111' m M
C.V. -00V1f31016 C Mars
400,1A6 a'#_W►n0 Co.
Freeboard (1.0 foot minimum) t/ 5.3.5
u F_
o Depth of 25—year, 24—hour storm event on lagoon surface
L
0
n 'Heavy Roinfoll' Factor -- As o minimum must be equal to or greoter than the
5�.20 _ depth of 25—year, 24—hour storm on the lagoon surface
T
Depth of normol precipitation less evoporolian on the lagoon surface Maximum elevation
a accumulated during the treatment period for pump ON
lAaYimum operating level Volume o manure, wastewater. and excess water accumulated Maximum drawdawn
T__
b foot minimum D
..L t
43.530 3
Note:
the minimurn treatment volume for an
onoarobic -oat* trealment lagoon Is
based on vclotle solids.
Minimum treatment volume (MTV)
Volume of accumulated sludge for period
between sludge removal events (SV)
I FIGURE A - TYPICAL ANAEROBIC LAGOON CROSS SECTION
—Z Pump OFF
4 tool minimum
If on emergency spillway is used. the design depth
of flow must be added to the freeboard.

1i � � r CUM6��Len� Co.
FILL 1
AVERAGE GROUND 1
VARIABLE
SANDY MATERIAL
140 C LAY
1.5 FEET TH I Ci
CLAY LINER
SANDY CLAY -CLAY
ADDITIONAL'EXCAVATION DUE TO LINER:
TYPICAL CROSS-SRCTION OF
LAGOON CONSTRUCTION WITH
.PARTIAL CLAY LINER
1.5 F T THICK CLAY LINER
(MINIMUM)
EXCAVATE THIS AREA AND
BACKFILL WITH CLAY
EXCAVATE
FILL
AVERAGE GROUND
VARIABLE SANDY HATERIAL
NO CLAY
T
.5 FEET THICK
CLAY LINER
Y '
SANDY CLAY -CLAY
AVERAGE DEPTH TO CLAY X 1.5 FEET THICK X DISTANCE t CUBIC FEET = CUBIC YARDS
27 CUBIC FEE!/CUBIC YARDS
MOTE: WIZEN AREAS OF UNSUITABLE MATERIAL ARE ENCOUNTERED, THEY WILL NEED TO BE EXCAVATED A MINIMUM OF 1-5
FEET BELOW GRADE, BACKFILLED AND COMPACTED WITH A SCS APPROVED MATERIAL (SC, CL. Cfl).

U. S. DEPARTMENT CW AGRICULTURE MC-ENG-40
soil coruervotion Service Rev. 7/91
1
I
1
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: C. V. DOwd 1r46 £ Sows Date: 6115197
county: ua1 F can o
Address: F- e-rTE r/la.LL- ^tC
EMBTM ,2(00'
u DE soft.. to t
AVE. TOP ELEV.fz
, 910 SECTION
`0 43.5 AVE. EOTTOM ELEV. I
(Sw back for voluisa cstculstions)
Use of facility: ANIMAL. Wnsla T,tronTMru-r LAGOC N
Capacity:_ .2-72.+9413 Gatllons 4gz S&O Ft3
Soil Type:
Bench Mark Description -reM- so.o METa_k5TAtie_ _ DR%VV4 11,1 &AOUNA
/JOJZrH OF SoT,g or1 Bank 70 42P5rj4& ,rc+4
Bottom
t Normal Liguid Level
Storage for normal Precip.
Maximum Liquid Level
' 25 yr. Storm Storage
i:r�rt �► 14CAV y R AW f=A G
Max.Flow Depth
Freeboard
Top of Dam
Elev.
4.3.5
Elev.
52.2
(+)
Ft.
Elev.
5 0. 2
(+)
•65 Ft.
Elev._
�5
(+)
Ft.
(+)
/.a Ft.
Elev . 54: +

05/15/97 M 15:44 FXX 910 791 8408
1
HUGHES SUPPLY WILH W&S
HUGHES SUPPLY
' PRESTAGE FARMS
C. V. DOWNING PUMP STATION
PUMP STATION PRICE INCLUDES THE FOLLOWING:
1. 1= 6'x 10' concrete manhole w/36H48 lockable hatch cover.
' 2. 1= 3/4 ton steel hoist Was lifting cable.
'
3.
2=
MYERS V4WHV30M423 Shp 230v 3ph sewage pumps.
4.
1=
MYER5 CONTROL PANEL, see specs.
5.
4-
MYER5 FLOAT SWITCHES.
6.
i-
ss float bracket.
7'_
2=
ss chain lifting kits.
S.
4=
ss fastners for float bracket and chain holder.
9.
8=
manhole steps.
'
10.
60'''- 4" s/40 pvc pips.
11.
2=
s/80 4" pvc flanges.
'
12.
2=
flange
4" ss perks.
'
13.
2=
4" s/80 unions.
,14.
2=
65H concrete meter box with cast iron cover.
15.
4=
s/40 90 degree ells.
16.
2=
4" gate valves.
'
17.
2=
4" pvc swing checks.
1B.
4=
4" s/40 male adaptors.
1
TOTAL DELIVERED 'PRICE
t ,
lQ 002

05/15/97 THU 15:44 FAX [phone] HUGHES SUPPLY WILM W&S 10003
4W, N
Vand V '_E
4" Non -Clog Wastewater Pumps
' Horizontal and Vertical Discharge
1
ii
1
I�
1
t •r. (a
T 8E 4W" AMV W" SUBS NON-=13a P009
' An DRUGNBD pRiMm= FOB c0RCIAL
APPU =IQNS SaCi9' AS: schools and churchet industrial
plants, shopping centers, apartments and condominiums,
marinas, interstate rest stops, sewage collection systems,
' campgrounds.
ails��
buildings state and federal p restaurants, ript and sing
homes. dewatering. trailer parks and treatment plants:
This pump can be installed owlegs (vertical dh4=ge)
' or with a quick-dtscorinect slide rail system. its ability to
handle 3-inch sphe'riral solids mates it !deal for most
light to medium commercial installations. For more
tWormation, contact your Myers distributor, or the Myers
Ohio 'sales office at 419/289-1144.
ADVANTAGES BY DESIGN
MGH Er NCY M RAULIC DESIGN CUM
PIT3e PWQ COSTS AND EXTMRDS LM OF FLUID
END CONWNBN't'S,
■ Two -vane rounded port impellers handle
solids with ease at high operating etficiencies,
■ Modified constant velocity volute oilers quiet
operation, low radial loads over extended
portion of performance curve.
DURA IX MOTOR WILL PROVIDE MAW YBAitS
OF RE1J»Rtr.v SERVICE.
■ Oil -filled for maximum heat dissipation and
continuous bearing lubrication.
r Heat sensor thermostats imbedded in windings
protect motor from overheat conditions.
e Seal leak probe in seal chamber warns of
moisture entry. helps prevent costly motor
burn -out.
PRODUCT CAPABILITIES
camcmes To
720 gpm
45.E 1pe
Heads To
54 it,
17.9 m
Solids Handlltlg Capacity (dia.)
31n.
16 ram
LlgWds Handling
raw. unacreened wadoe.
rWrt water. Wlaanl
inlermRtent UQuld Temp.
1407
6wc
Winding Ism9ation Ternp.
(class 9)
2661F
1301c
Available l4oton
(mroi. DhCWD MD" me Caaeaar lame
IThry��s.,r+h.n onn.Irereepmdw
O r gaa.d Iwwcp.r op.raaart
nnG
1750 rDnt
3-S lip. 23oV, 10. 60 Hs
3.10HP.206/230/a6p/375V,
30.60 Fri
TN" sty Appel
clk M
A=Wplgble pH Range
6-9
Specific Gravity
q• 1.1
Vlsa'atty
7B•3B S5U
Discharge, Flanged Genlerllne
(xorirontal or Vorncal)
4 in.
101,E rnm
Minimum Sump tits, (Duolelr)
60 In
1.3 Trl
Note: Coasuil factory for applications outside of these
recommendations,
ConeGue M1[meilairr
Motor Housfntu Seal
Houslna. G:14 cap.
Volute Gase
earl Iron. dens 30
AMM A49.76
Enclosed 2-Vans Imt oiler
ductile Iron, class 6S
ASTM r 60
Powet Conlrw Cards
SOW/50WA 20 ff.
Mechor9cal heals
double landam. typo 21
ssandard4arbeyceram1c
optional-tungstenc ZW&
Pump, MolorshGrn
416 Wr
Fm leners
300 series SST
weer fto
brass
w1= aIllVb "oNhlflf = ivADn7oN

51:13RIM COID G22
p type to prevent
ealLtrtg. wimstand pall
00 pounds.
tD&AT StiDUAW ON MO"! n WDIDDIC
AulamaticaN Mops motor 11 winding
tompe r�[huv s+ectchos 110•C- Windtnp
islatrlerticn i! Class B.
MOTOR STMO>R
SAntnk In shell for bey!
allprsmant and heat twuler.
Oil -filled tar contimlous
lubrication of bearings and
4OC21L
9RAVT STAINUSS srm
slur
::. Agents deflection horn
_ impeller radw loads wtton
pump operates at heads
higher than beak efficiency
range.
SPAM
Prated motor. operate in
clean oil.
STidt,L T.SA 9 PROBE
Detects wester in coal haluing,
-" activates red light at control
panel.
, 8p1�D1�I7A1.
,�, �:• nlscs9uu►aaTt
�� CAM
Help keen trash
Irom seal, reduce
resyre at coal
ces.
Iit<P=R
Tumb-van0 rounded port.
non -clogging design.
a
p VM= CASE
Tno)udes Support laps 4" Banged
1
K2240 41at
Pllnl*d M U.S.A.
1 -
DIMENSIONS
PERFORMANCE CU3tVE
QAML71t- %,M" PW MNlni
Im I=* 1W1 woo We
m
t;y• F. E Myers, A Pentair Company
1101 myere parkway
Aehlan4 Ohio WOW-1923
419/209-1144
FAX [phone], 7LX. 98-7443
16004
r
I

05/15/97 THU 15:45 FAX [phone]
HUGHES SUPPLY WILM W&S
16005
=, CGNC, CWW3. CWHV4 =d CNC
Three Phase Simplex and Duple! Conft& Panels
99ihik
For 2.71/1 BP Three Phase Submersible
Grinder Pumps and 1-�6011P
9
Three Phase Submersible
Non -Clog Pumps
MYUS EAS RI-E1+ MI3RRIM THE CONTROL
PANf3L ing POR IlA7ROvl36 DugAini n,
RELtASMITY ECONOMY. CAD fle3dbility
'enhances our response time to help us better
meet your Control panel requirements. Contact
your Myers distributor. or the Myers Ohio sales
office at 419/289-1144 for more details.
ADVANTAGES BY DESIGN
QUALM SLBC RICAL C0140NENTS ASSURE
R=A=, AMOMATIC PUMP OPERMON
is IEC horsepower -rated motor starters with 3-
pole ambient compensated bi-metal overload
relay rated at over 1 million cycles.
■ Designed for use with standard mercury float
switches. Uses three for simplex (off -on -alarm).
four for duplex (off -on -override -alarm).
e Solid state alternator relay to equalize pump
wear (duplex only).
• Override relay starts second pump if tirst one
falls for any reason (on duplex panels only),
■ Full inner door (except CGL).
CORROSION DISTANT FOR LONG LWE
■ Outdoor NEMA 3R enclosures of galvanized
steel with gray enamel finish and'steel
back panels (except CGL),
■ Weathertight NEMA 4X fiberglass enclosures
with aluminum back panels (CGL only),
NZM N8C AM OL (508) STANDARDS POR
SAYEW
■ UL-approved panel designs (label installed
only on request).
■ Individual pump circuit breakers.
■ Control Circuit transformer v4th primary fusing.
■ Separate control and alarm circuit fuses.
OPTIONAL PANEL FEATURES
A Elapsed time meter
e Alarm bell or Horn
✓r Alarm bell or horn with silence switch
e Auxiliary alarm contacts
■ Condensation heater
in Convenience outlet
• intrinsically safe relays
ye Lightning arrestor
i Full inner door (CGL only)
■ Cycle counter
e 115 or 24 volt control circuit transformer
■ Transfer switch/generator receptacle
0 Lag pump delay circuitry (duplex only)
■ Low level Cut-off and alarm
■ Low voltage circuitry
Other options available. consult factory for
applications
NOTE: Some options may increase enclosure size.
nWOVA770N]ktSS1'S 72ADMOAV
II�

05/15/97 THU 15:46 FAX [phone] HUGHES SUPPLY WILK W&S
16006
1
CM, CGNC, C%W3, CW"4 and CNC
Three Phase Simplex and Duplex Control Panels
For 2-7 V2 HP Three Phase Submersible
Grinder Pumps and 1-60 HP
' Three Phase Submersible
Non -Clog Pumps
I
11
1
j
ri
It
STANDARD PANEL FEATURES FOR CGNC, CWHV3, CWHV4 and CNC
simplex
0 +w. IIW — Ir."
1
1
.��nimr�rr�
Dulplex
1
1
0
E
o XIS- 33R
gahranised steel. gray
enamel Hntsh
Q 51'RyL RA= PAtifEf.
O laC ll M02 STAIQ'M
with 3-pole bi-metal
overlodd relay
Q rrf�c�lc�rr�(s)
Lack-outtab(s)
5O CON'1'J M CmCQrr FUSF
Q ALJ1w CmL't3rl' FIJSZi
O N C!>:CQ1T
® CON'TRAMPOWOR
Momentwy in -hand
position
10 ALARM T23T SVMCH
i l 1�R1MLMUM (Amber)
sM LRM LICM(s)
(fled) (Faocept CWHV3)
13 TnUDUL =CCU
GROUND LUGS
Fl it SEM ALARM UGET
13 Mounted an top at
enclaw4re (red)
© r= W8R DOOR
17 SOL1a STATS nASSSR
QOVIRLOAD Rzsrr
BtTI'Tt N
I q OVBREDS RSLAT In event
of 11M pump failure
(duplex owy)
ZO ALTZRNATOR RIELAT Solid
stale (duplex only)

05/15/97 THU 15:46 FAX [phone]
i
1
i
1
1
HUGHHS SUPPLY WILM W&S
191 O D 7
CG A, CG NC, CWHV3, CVIIHV4 and CNC
Three Phase Simplex and Duplex Control Panels
rM
Ik
A L)il
f E •
A3213 1004
Printed in U.&A,
For 2-71/2 HP Three Phase Submersible
Grinder Pumps and 1-60 HP
Three Phase Submersible
Non -Clog Pumps
PANEL
CGL
Simplex
CGL
DUDIOX
1.15 HP
SIMMOX
2os/2 46ov
1.15 HP
Duplex
=A/2.N 46W
20-60 HP
SLM eX
2oa4NP ZOR?
20-60 HP
duple:
7R23HP 7aooHP
MArL
Flberplgas
Flberglan
Slool
Steel
Steel
Moo]
A
0-1/3
19-5/6
27 26
32
26
32
36
36
B
18.7/16
17.1/2
20
74
20
1 24
24
36
G
7-11/16
10-8/8
3416
8.3/4
6-3/8
8.3/8
L7-3/0
D
t" 4
18.7/0
21 75
31
2$ 1 31
31
37
8
12
la
13
17
13 1 l7
17
27
P
S/16
3/16
3/8Y1/2
3/sx1/2
3/exl/3
3/891/2
6
—
20 24
30
24 30
30 36
�0 F. E Myers
I101 Myers Parkway
A6hland, t]hlo 44908-19$9
419/289-1144
FAX. [phone], TLX: 96-7443

05/15/97 THU 15:47 FAX [phone] HUGHES SUPPLY WILK W&S
rr• r roi a.a.—r �+r Syr rr r7rV �..V6YiY .iIMY YVi TI a�.� nary
J �
16009
%dVLY
t � HUGHES SUPPLY
1 PRESTIGE FARMS
xo7ZS:
•
PRICE DOES NOT INCLUDE UNLOADING MANHOLE
=
MAN -ROLE MUST BE UNLOADE 1 HOUR AFTER ARRIVAL OR ADD S40 PER
HOUR
•
PRICE DOES NOT INCLUDE OROL'TING OF 1rLANHOLE JOJNTS OR -ANY
•
LINvERTS OR DISCHARGE HOLES
PRICE DOES NOT INCLUDE CONCRETE SLOPING OF BOTTOM
•
PRICE.=IgS INCLUDE INVERT BOLES AND FORCE 1r[4IN HOLES, HOLE
FOR HOIST -AND HATCH COVERALL FORMED zNTO MANHOLE
PRICE DOES NOT INCLUDE INSTALLATION OFANY OTHER 2vLATERLAL
a
PRICE DDES INCLUDE START U7?
•
PRICE DOES INCLUDE DELIVERY
•
4-6 wEEK DELr 4 ER TrME
*
PRICE DOES NOT INCLUDE CONDUIT FRONI 1NLAviiOLE 10 CONTROL
PANEL
t
PRICE DOES NOT INCLUDE A<NY DEVICE TO MOL-NZ' CONTROL PANEL
1
1

05/20/91 TUE 15:50 FAX [phone] HUGHES SUPPLY WIL.M W&S
r
1
1
HUGHES SUPPLY
PRESTAGE FARMS
C. V..1=11WIPUMP STATION LOGIC
II]ownJ1+�G
• MYERS V4WHV30M423 - MAX. PLOW RATE 400 01N.
Sewage dosage - 30,000 gallons.
Sege inlet flow rate 900 g.p.m,
• Usable storage 9-feet of a 10' X 6' diameter cancrete manhole.
• Two hundred eleven point five one gallons per foot, 1,692 gallons of total capacity.
Bottom two The used fo pump cover.
Top two feet of rnanbole to be set above highest possible standing water level in houses.
a Each pump has it's force main.
LOGIC # 1
I. Fight hundred g.p.tm. of sewage flow begins.
1 2. Thy seconds later manhole is filled to 946.04 gallons, approx. 4 feek
3. Lead pump on switch i 6mmW k is reached and pump # 1 starts pumping.
4. Two minutes four seconds later manhole water level will reach standing house level, 68 minutes
' 49 seconds we required to empty.
5. Pumps will alternate each time houses are emptied / not during removal.
6. Approximately 71 minutes will be required to complete sewage removal.
LOGIC # 2
Items 1 thm 3 of logic 1 will remain the same.
1 4. Pump switch 02 is reached and pump 02 starts pumping, at approx. 1,246 gallon level.
S. Water reaches height of S.99 feet and remains there until all sewgge less two feet of pump
cover is removed, nth it constant flow of 800 g.p.m.).
6. Twenty seven thousand nine thirty one gallons remain throughout the system to be pumped.
7. Thirty four minutes fifty five seconds later sewage removal is Completed.
if pump #1 tails, pump 02 will start and removal will require approximately 71 manures as shown in logic
#1.
1
1
Cih 002

lir
010 [M
�u�.�resirw.a �u.r�r•�is rrr.�

OH-Ver-1. 44
US Department of Agriculture
'
Soil Conservation
Service
'
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
'
C V DC3WN I NC3
NE3
in
CUMBERLAND County, North Carolina
Designer : GLENN CLIFTON
Checker
'
Date : 05/1.5/97
Date
Job Number 951
LAGOON EXCAVATION
1
TEMPLATE DATA:
Beginning Elevation = 43.5
Beginning Station = 134+.6
1
134+.6 to 344+.1 C\3CL164/3
0.00000 ft/ft
SECTION
NUMBER 1
'
Centerline Station 134+.6
ORIGINAL DATA:
0. 0 / 49,11 3100. 0 / 49,21 400. 0 / 49. 3
51110,11 / 49. 5 &00. 0
/ 49. 5
1
NUMBER 2
�ECTION
Centerline Station 2+00
DATA:
'ORIGINAL
200.0 / 50.3 300.0 / 50.8 400.0 / 50.6
500.0 / 50.6 600.0
/ 5O.0
IECTION
NUMBER 3
Centerline Station 3+00
'
ORIGINAL DATA:
200.0 / 50.3 300.0 / 50.1 400.0 / 49.5
500.0 / 48.9 600.0
/ 48.2
SECTION
NUMBER 4
'
Centerline Station 344+.1
ORIGINAL DATA:
'
200.0 / 48.9 300.0 / 48.6 400.0 / 48.2
500.0 / 48.0 600.0
/ 47.1

Oil-Ver-1.44
US Department of
Agriculture
'
Soil Conservation
Service
PLANNED
QUANTITY CALCULATIONS
1
prepared
for
C V
i)c3wp4 I NC3
& E3C3NE3
`
in
CUMBERLAND County,
North Carolina
Designer
: GLENN
CLIFTON
Checker
Date
: 05/15/97
Date
Job Number 951
LAGOON EXCAVATION
Lot
I
** EXCAVATION'** I
FILL*
Left Right
Off—CL I
CL D'ist 1
Area
Volume 1
Area
VO1Ume
Width
SS SS
(ft) I
Sta (ft) I
(SgFt)
(Cu. Yds) I
(SgFt)
(Cu. Yds)
1164
3:1 3:1
I
353.0 1
1
134+.6 1
1056.6
1
1
0.0
1
65 1
2887.1 1
0.0
3:1 3:1
323.0 1
2+00 1
1325.2
1
0.0
1164
1
100 1
7354.3 1
0.0
164
3:1 3:1
323.0 1
3+00 1
1087.1
1
0.0
1
44 1
8931.1 1
0.0
164
3:1 3:1
383.0 1
344+.1 1
843.7
1
0.0
1
1
1
1

UH-Ver-1. 44
US Department of Agriculture
'
Sail
Conservation Service
CROSS-SECTION
DATA
QUANTITY
CALCULATIONS
'
prepared for
1
in
CUMBERLAND
County, North Carolina
Designer : GLENN CLIF'TON
Checker
Date : 05/15/97
Date
Job Number 949
PAID
FILL & EXCAVATION
TEMPLATE DATA:
Beginning Elevation = 49.28
Beginning Station = +50
+50 to 1+10
D/3CL34O\3
0.00000
ft/ft
1+10 to 2+20
D/3CL34O\3
-.00250
ft/ft
2+20 to E+65
D/3CL34O\3
0.00000
ft/ft
FCTION NUMBER 1
Centerline Station +50
1 ORIGINAL DATA:
70.0 / 48.8 100.0 / 49.1
200.0'/ 49.0
300.0 /
49.4
400.0 / 48.2
450. 0 • / 47.1
SECTION NUMBER E
Centerline Station 1+00
ORIGINAL DATA:
70.0 / 48.2 100.0 / 48.5
200.0 / 49.3
300.0 /
49.7
400.0 / 47.9
' 450.0 / 46.6
CT ION NUMBER 3
Centerline Station 1+10
ORIGINAL DATA:
'70.0 / 48.2 100.0 / 48.5
200. 0 / 49. 3
300.0 /
49.7
400.0 / 47.9
450.0 / 46.6
ICTION NUMBER 4
Centerline Station +00
' ORIGINAL DATA:
70.0 / 48.0 100.0 / 48.3
200.0 / 50.3
300.0 /
50.3
400.0 / 47.1
450.0 / 46.20

,AD FILL & EXCAVATION (continued) 05/15/97 gage
IECTION NUMBER 5
Centerline Station +20
' ORIGINAL DATA:
70.0 / 48.0 100.0 / 48.3 200.0 / 50.4 300.0 / 50.3 400. 0 J 47.1
' 450.0 / 46.2
�ECT I ON- NUMBER 6
Centerline Station 2+65
ORIGINAL DATA:
'70.0 / 48.1 100.0 / 46.4 200.0 / 50.5 300.0 / 50.1 400.0 / 46.9
450.0 / 46.0
1
1
1
1
.q

OM-Very-1.44
US Department
of
Agriculture
1
Soil Conservation
Service
1
PLANNED
QUANTITY
CALCULATIONS
'
prepared
for
1
C V
nc3wN I NO
S3t71%JE3
in
'
CUMBERLAND
County,
North Carolina
Designer
: GLENN
CLIFTON
Checker
Date
: 05/ 15/97
Date
Job Number 949
PAD
FILL & EXCAVATION
top
I
** EXCAVATION
* I*
FILL*
Left Right
Off—CL I
CL
Dist I
Area
Volume I
Area
Volume
Width
SS SS
(ft) I
Sta
(ft) I
(SgFt)
(Cu.Yds) I
(SgFt)
(Cu.Yds)
UO
3:1 3:1
I
80.0 1
0+50
I
1
2.4:
I
1
116.9
1
50 1
27.2 1
245.9
40
3: 1 3:1
80.0 1
1 +00
1
26.9
1
1-48. 7
1
10 1
37.1 1
301.0
640
311 3:1
80.0 1
1+ 10
1
26.9
1
148.7
1
90 1
394.5 1
788.3
40
311 3:1
80.0 1
2+00
1
187.5
1
143.7
I
20 1
540.6 1
891.8
340
3:1 3:1
80.0 1
2+20
1.
207.0
1
135.7
1
45 1
877.0 1
1128.7
3:1 3:1
80.0 1
2+65
1
196.7
1
148.6
i
•
i
i
1
•

'U.S. DEPARTMENT OF AGRICULTURE
Natural Resources Conservation Service
' EARTHWORK COMPUTATION SHEET
NC-ENG-12
Rev. 6/82
NAME: C
V DOWNING
'
SETTLED
TOP' DIKE
ELEVATION
54.5
TYPE EARTHWORK:
X Dike
SS
121_Topa
Excav:
'
_3:1_
_
_
STATION
ELEV.
FILL
END AREA
SUM OF
DISTANCE
GROUND
HEIGHT
(Sq. Ft.)
END AREAS
(feet)
0
48.4
6.1
184.8,E
36
48.4
6.1
184.83
369.66
36.00
136
242
48. 7
49.0
5. 8
5.5
1.70, 52
156.75
355. 35
327.27
1011,00
106.00
338
50.6
3.9
92.43
249.18
96.00
438
48. 9
- - 5,6
161,211
253. 71
100. 00
'
514
46.9
7.6
264.48
425.76
76.00
620
46.6
7.9
282.03
546.51
106.00
720
46.8
7.7
270.27
552.30
100.00
756
46.9
7.6
264.48
534.75
36.00
832
50.2
4.3
107.07
371.55
76.00
932
50.6
3.9
92.43
199.50
100.00
'
1028
48.4
6.1
184.83
277.26
96.00
1
i1. Double Volume of Fill -
2. Volume of fill (line 1/27) --
t 3. Allowance for settlement (5i/.)
4. Total Cubic Yds (2 + 3) )
Computed by:
' Date: 05/15/97
Checked by:
1
1
Pad
DOUBLE
VOLUME
13308
35535
34691
23921
25371
32358
57930
55230
19251
28238
19950
26617
-----------------------
1028.00 372399
186199.6 Cu. Ft.
6896.3 Cu. Yd.
344.8 Cu. Yd:
7241.1 Cu. Yd.

1
WASTE UTILIZATION PLAN
----------------------
Producer V. DOWNING ��CauntY aCUMBERLAND
Name of Farm-:C. V. DOWNING & SONS FARM
' Location-----:RT 2 BOX 322
FAYETTEVILLE NC 28301
Phone -------- :910-483-1508
' Type Operation ------------- :WEAN -FEED
Number of Animal ----------- : 12160
Storage Structure ---------- :Anaerobic Lagoon
' Method of application ------ :Irrigation
Amount of waste produced per year----------------: 5134 tons/year
Amount of plant available N (PAN) produced/year-: 5837 lbs./year
' The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. -The plant nutrients in the animal waste should be use
t 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.
t 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.
1 3. Normally waste shall not be applied to land eroding at more
than 5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
' 10 tons. per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it i.s raining, or
when the surface is frozen. Either of these conditions may
' in runoff to the surface waters which is not allowed under DWQ
regulations.
5. Wind conditions should also be considered to avoild drift and
' downwind odor problems.
6. To maximize the value of the nutrients for crop production and
to reduce the potential for pollution, the waste should be
' applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
' This plan is based on the waste application method shown above. If
you choose to change methods 'in the future, you need to revise
this plan. Nutrient levels for different application methods are
' not the same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have

Page
1
1
1
1
plant analysis made, which could allow additional waste to be
applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content
and the crop type. Lime must be applied -to maintain pH in the
optim,Am range for specific crop production.
This waste utilization plan, if carried out, meets the
requirements for compliance with 15A NCAC 2H .0217 adopted by the
Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract
Field
Soil
Crop
Yield
Lbs. N
Acres
Lbs. N
Month to
No.
No.
Type
Code
/Acre
/Unit
Used
Apply
3326
-8_.LaB
Z
.2.9
50.00
2.9
421
MAR--OCT
3326
8
LaB
L
N/A
50.00
*
2.9
145
S--APRIL
3326
10
BuA
D
90
1.02
7.3
1331
MAR-JULY
3326
10
BuA
W
45
2.40
*
7.3
1�66
OCT-APRIL
3326
10
BuA
S
38
4.00
7.3
2204
JUNE-AUG
3326
10
BuA
L
N/A
100.00
*
14.5
1450
NOV-FEB
3326
11
GOA
Z
4.9
50.00
10.3
2524
MAR--OCT
3326
11
GoA
K
N/A
50.00
*
10.3
515
S--APRIL
3326
12
NoA
D
110
1.07
1.2
271
MAR-JULY
3326
12
NoA
W
55
2.40
*
1.2
304
OCT-APRIL
332E
12
NoA
S
33
4.00
1.2
304
JUNE-AUG
3326
12
NoA
L
N/A
100.00
*
2.3
230
NOV-FEB
3326
14
By
D
90
1.02
15.7
2883
MAR-JULY
332E
14
By
W
50
2.40
*
15.7
3768
OCT-APRIL
3326
14
By
S
28
4.00
15.7
350
JUNE-AUG
3326
14
By
L
N/A
100.00
*
31.4
3140
NOV-FEB
tAvailable Nitrogen
Total E1. 4 24 573
(includes commercial) 5837
Surplus Or Deficit-16736
Crop -codes: -Crop-unit
A=Bart ey--bu.
B=Bermudagrass(graze)-tons
'
C=Bermudagrass(hay)--tons
D=Corn(grain)-bu.
E=Corn(silage)-tans
F=Cotton-lbs..lint
'
G=Fescue(graze)-tans
H=Fescue(hay)-tuns
1
1
I=Oats-bu.
J=Rye-bu.
K=Small grain(graze)-acre
L=Small grain(hay)-acre
M=Sorghum(grain)-cwt.
W=Wh eat -bu.
S=Soybeans--bu.
Z=Bermudagrass(past ure)-tons
Applying the above amount of waste is a big job. You should plan
time and have appropriate equipment to apply the waste in a timely
manner.

' plage 3
' 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
bermudagrass), 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 to let small grain to reach maturity, especially late in
the season (i.e. April or May). Shading may result if small grain
gets too high and this will definitely interfere with stand of
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 time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September
or early October. Drilling is recommended over broadcasting.
Hermudagrass should be grazed or mowed to a height of about.two
inches before drilling for best results.
Caution must be exercised in grazing or haying summer annuals
under stressed condition. Nitrate poisoning may occur in
' livestock. Sampling forage or hay for nitrate levels is
recommended.
Acres shown in the tables are considered to be the usable acres
excluding 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 field listed may, and most likely will be, more than
the acres shown in.the tables.
See attached map showing the fields to be used for the utilization
of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provision for periodic
land application of sludge at agronomic rates. The sludge will be
' nutrient rich and will require precautionary measures to prevent
over application of nutrients or other elements. Your production
facility will produce approximately 876 lbs. of plant available
' nitrogen per year in the sludge.
If you remove sludge every 5 years, you will have approximately'
4378 lbs. of RAN to utilize. assuming you apply this PAN to
' hybrid bermudagrass hayland at the rate of 300 lbs. of nitrogen
per acre, you will need 15 acres of land. If you apply the
sludge to corn at the rate of 125 lbs. of nitrogen per acre, you
1 will need 35 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 application methods.

1
Page 4
APPLICATION OF WASTE BY IRRIGATI©N
'
i.
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.
IIf
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
I
properly irrigate the acres shown in
tables. Failure to apply the
recommended rates and amounts of nitrogen
shown in the table may
make this plan invalid.
'
The following table is provided as a
guide for establishing
application rates and amounts.
'
Tract Field Soil Crop Applic
Applic
No. No. Type Rate
Amount,
(in/hr)
(inches)
LAB CB- P •co
.95
8 1~al3 S6-p 4
-95
332SuA COQP4 •S
1.-7s
'
to 8u A w NEAT . 5
.'L o
11 Bu A 5oyaeA" is
1• z o
332(0 c BOA
1.20
�i GoA G[3-P .S
1.3e
33U, ii GoA S6 • P . 5
1.30
12 NoA C&Rnr .+
2.35
'
332E $ 2. Ny A W NE47 .4
12. N o A 50YUA►S . 4-
/ . 7 a
1.70
33 1Z 40A SQ- H ,y-
/-70
14 8y CORN .9-
33Z-
2.65
'
14 y W u6AT .4
2.15
I + By soysrms . 4
3326
2.15
1+ Su SG- H .4
2.15
This is the maximum
assuming the amount
application
of nitrogen
amount allowed for the soil
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.

LR Wage 5
Your facility is designed for 180 days of temporary storage and
the temporary storage must be removed on the average of once every
6 months. In no instances should the volume of the waste be stored
' in your structure be within the 25 year 24 hour storm storage or
one foot of freeboard except in the event' of the 25 year 24 hour
storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply
the correct rates to the acres shown in the tables. Failure.to
apply the recommended rates and amounts of nitrogen shown in the
tables may make this plan invalid.
Call your technical specialist after you receive the waste
analysis report for assistance in determining the amount of waste.
per acre and -the proper application rate prior to applying the
waste. .
NARRATIVE OF OPERATION
1
1
1
1
1

Page 6
1 WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: C. 'V. DOWNING & SONS FARM
' Owner/Manager Agreement-
I (we) understand and will follow and implement the specifications
' and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of
the waste treatment and storage system or construction of new
' facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are' -stocked. I (we) also understand that there must be no
' discharge of animal waste from this system to the surface waters
of the state from a storm event less severe than the 25—year, 24—
h0ur storm. The approved plan will be filed on --site at the farm
1 office and at the office of the local Soil and Water Conservation
District and will be available for review by NCDWQ upon request.
I
Name of Facility Owner: C. V. DOWNING
(Please print)
1
I
K
Signature: Date:_ 1 —� 77
Name of.Manager(If different f om owner):
Signature: Date:
Name of Verson preparing Plan:
(Please print:)
Affiliation: Prestage Farms, Inc.
Address: P 0 Box 438
Clinton NC L832B
G. Glenn Clifton
Phone: [phone]
1 Signature: Ckrr Dat e : _ 5Ire197
1
F�

' . WASTE IITILIZATION PLAN EXHIBIT A-8
REQUIRED SPECIFICATIONS
t`
1. Animal waste shall not reach surface waters of. the state by
runoff, drift, manmade conveyances, direct application, or .
' direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the
' producer either owns or has an agreement for use of adequate
land on which to properly apply the waste. If the producer does
not own adequate land to properly dispose of waste, he/she shall
' provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for
waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste utilization Plan when
there is a'change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
1 level of management, unless there are regulations that restrict
the rate of application for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons
per acre per year. Waste may be applied to land that is eroding
at 5 or more tons, but less than 10 tons per acre per year
' providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
S. Odors can be reduced by injecting the waste or disking after
' waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
5. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. when applied to conservation tilled crops or
' grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding. (See "Weather
and Climate in North Carolina" for guidance.)
' 7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
' the site during application. No ponding should occur in order
to control odor or flies.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such
a manner that the crop is not covered with waste to a depth that
would inhibit growth. The potential for salt damage from animal
waste should also be considered.
1
Page: S

' WASTE UTILIZATION PLAN �xxzBzx a-9
REQUIRED SPECIFICATIONS
' 10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching.- Waste nutrient loading rates on these soils should -be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
' dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
' comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine —farm shall be at least 50 feet from any residential
' property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than-100 feet to
' wells.
13. Animal waste shall not be applied closer than 200.feet of
dwellings other than those owned by the landowner.
7.1 14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
' 15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by'a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
' grassed waterways that discharges directly inton water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
' established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
' Page:. 9.

' EXHIBIT A-10
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and `
' implementing a "closure plan; which will eliminate the
possibility of an illegal discharge, pollution -and erosion.
' 19. Waste handling.structures, piping, pumps, reels; etc., should
be inspected on a regular basis to prevent breakdowns; leaks,
and spills. A regular maintenance checklist should be kept on
' site.. 20. Animal waste can be used in a rotation that includes vegetables
and other -crops for direct human consumption. However, if
' animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.'.
22. Waste shall be tested within 60 days of utilization and soil
- shall be tested at least annually at crop sites where waste
' products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when thes
' metals approach excessive levels. 'pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
' waste application records shall be maintained for three (3)
years, Waste application records for all other waste shall be
maintained for five (S) years..
23. Dead animals will be disposed of in a manner that meets North
Carolina requlations.
1
1
1
Page: '10-

North Carolina Agricultural Extension Service
Agri -Waste Management
tu e C
LIVESTOCK WASTE SAMPLIWG, ANALYSIS AND CALCULATION,
' OF LAND APPLICATION RATES
' James C. Barker
I. SAMPLE COLLECTION'
A. Semi -Solid Lot Manure
i. ,scraped directly from lot -into spreader
a. From loaded spreader, collect about 2 lbs of
manure from different locations using nonmetallic
collectors.
ii. From storage
a. Collect about 2 lbs of manure from under the surface
crust -avoiding bedding materials and using nonmetallic
collectors.
1 B. Liquid Manure Slurry
Under -slotted -floor pit
a. Extend a 1/2" nonmetallic conduit open on, both
ends into manure to pit floor.
b. Seal upper end of conduit (e.g., by placing a
thumb over end of conduit) trapping manure that
' has entered lower end, remove and empty slurry
into plastic bucket or nonmetallic container.
C. Take subsamples from 5 or more locations or at
' least 1 quart.
d. Mix and add about 3/4 pint to nonmetallic sample
' container.
ii. Exterior storage basin or tank
' a. Make sure manure has been well mixed with a liquid
manure chopper -agitator pump or propeller agitator.
1 b. Take subsample from about 5 pit locations, from
agitator pump or from manure spreader and place in a
plastic bucket.
*Professor and Extension Specialist, Biological and Agricultural
Engineering Department, North Carolina State University, Raleigh, NC

Attachment a
- Page 2 of 3
c. Mix and add
3/4 pint to a nonmetallic sample container..
tC. Lagoon Liquid
i. Collect about 3/4 pint of recycled lagoon liquid from inflow
' pipe to flush tanks in a nonmetallic sample container.
ii. From Lagoon
1
1
1
I D.
a. Place a small bottle (1/2 pint or less) on end of
10-15"pole.
b. Extend bottle 10-15' away from bank edge.
c. Brush away floating scum or debris.
d. Submerge bottler with 1' of liquid surface.
e. Empty into a plastic -bucket, repeat about 5 times
around -lagoon, mix and add 3/4 pint to nonmetallic
sample container.
Broiler or Turkey Litter - -
i. House Litter
' a. Visually 'inspect litter for areas of varying quality
e.g., areas -around feeders and waterers, and estimate
Percent of floor surface in each area.
b.. Take about 5 litter subsamples at locations
proportionate to item a. E.g., if 20% of litter
' of similar visual quality is around feeders and
waters, take I subsample there and the other 4
subsamples from remainder of floor surface.
' c. At each location, collect litter from a fi". by 5"
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.
ii. From stockpile
a. Take subsamples from about 5 locations at least 18"
into pile.
b. Mix, add 2-3 lbs to nonmetallic sample container and
seal.
'I. -SAMPLE PREPARATION AND TRANSFER
A. Place sample into an expandable container that can be sealed.
• residues from container with clean water but do not use
' disinfectants, soaps or treat in any other way.

Attachment B
Page 3 of 3
t8.
Pack sample in ice,
refrigerate, freeze or transfer to -lab
quickly.
'
C.
Hand -delivery is the most reliable way of sample transfer. .
D.
If mailed, protect
sample container with packing material such
'
as newspaper, box or
package with wrapping paper and tape.
E.
Commercial sample containers
and mailers are also available.
tContacts:
1. ALL Eastern Agricultural Lab. Inc.
W. Polyloam Packers
7021 Whitpina Road
2320 S. Foster Ave.
Richmond. VA 23237
Wheeling. IL OW90
Ph: 1804) 743.9401
Ph: i3121 39"110
'
5. Fisher Scientific Co
Iv. NASCO
33IS Winton Road
901 Janesville Ave.
Raleigh. NC 27M4
Ft Atkinson, WI 53538
F.
Private analytical
labs are also available, but sample analysis
costly.
--
'
G.
The NCDA provides this service for North Carolina residents.
'
i. Address:'
North Carolina Department of Agriculture
Agronomic Division
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P. 0. Box 27647
Raleigh, NC 27611
Ph: [phone]
'
Attn: Ray Campbell
ii. Forward 0 w t t e. -
$4 0 along with he sampl
t
iii. Include the
following identification information with
sample:
' a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock -usage (swine -nursery, finishing; turkey
' breaders, brooderhouse, grower, number flocks grown
on litter; etc.)
c. Waste type (dairy -lot scraped manure, liquid slurry;
swine -pit slurry, lagoon liquid, sludge; broiler -
house litter, stockpile)
•
' iv. Routine analysis performed on all samples: N, P, K, Ca,
Mg, Na, S, Fe,
Mn, Zn, Cu, S
' .v. Additional analysis performed upon request: DM, Mo, Cd,
Ni, Pb

1
ISystem 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.
1
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
t 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 locations 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 sca!e 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 Win less day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
1
I
• Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
1
1

I.
1
1
1
1
!r-. United States Natural
(��� Department of Resources
AgriC,rt, .e Conservation
Service
WASTE MdNAGENMT FACILITY SITE EVALUATION
NC-CPA-17
REV. 1. 2-96
-GE N-YRAL INFO WMATION
NAME .1%, �} 0 uj K I N G Fi Son LOCATION 3.0 M+ i r S 5 0 r_ N i j
.CC OAS citis44.-
,j i 4 4 E. N C- LS;D J c2r4 _ S It 21P j.
TELEPHONE 11)10- +03 - 1509 S=OPERATION F---FiS7,uL - 6060 W-FCEL
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER 2-0 a Fr.
DISTANCE FROMNEAREST PUBLIC FACILITY (school, chu+sl4 etc) 7-,1, FT.
IS SITE wnimt 100-YEAR FLOOD PLAIN?
Ryes, MRCS cannot provide assismace.
IS SIT£ AT LF,AST 100 F-L. FROM A"BLUE LUEE" PERENNIAL STREAM7
If no, site must he relocated.
IS SITE WITHIN 1 1=- ZONING JURISDICTION OF A MLTNIC:PAL1TY?
If yea, Iandowner should consult with local zoning board about required
permits. Permits must be obtained prior to design approval.
ARE UTMJM-S IN CONSTRUCTION AREA?
If yes, see Part 543 of the National Engineering M1nual and follow policy.
(Copies of maps or other reference materials may be attached to site
evaluatioa.l _
YES No ✓
YES ✓ NO
YES NO ✓
YES NO '!
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND? YES NO
If yes, producer must complete Form MRCS-CPA-38 (Request for Certified
Wetland Detern3d aetion/DeUneation).
WILL ACTION RESULT IN SWA.irD'BCST[NG7 YES NO
IF WETLANDS ARE INVOL DIED, IT IS THE RESPONSIDU= OF THE PRODUCER TO CONTACT THE US AR..W CORP OF
ENGINEERS AND THE DIVISION OF ENvmtONIMEN:AL. MANAGE.'I� TO DETER. IF PER'V= ARE REQG'IRED.
IF ` a. S ARE u NVOLVED, TIME PRODUCER SHOULD NOT CLEAR ANY "ND UNTIL A WE-MAOND DELLNF.ATION
IS MADE.
PiRCS will provide technical assistance in wetlands only under the following conditions. For natural wetland
inclusions less than one acre in size, NRCS will provide assistance only if the funcrions and values iost are fully
mitigated. Far natural wetlands greater than one acre in size, NRCS will provide assistance only after a
rigorous sequencing process to includo avoidance, minimization of impacts, and compensatory mitigation is
prried out is that order of preference.
ODOR CONTROL
ILkS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER:
• PREDOMINANT WIND DIRECTION? YES NO
• PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST 1/2 YES ✓ NO _
OF THE CAPACITY?
• USING GOOD SOUND JUDGMENT rN LAND APPLICATION YES ✓ 140
OF WASTE?

1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
NC-CPA-1 r
REV. 1, 2-98
Page 2
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT? YES NO r
IS A DESIGNATED NATURAL SCEMC AREA INCLUDED IN THE PLANNING AREA OR
WILL PLANNED ACTIONS MCPACT ON AN ADJACL-fr NATURAL SCENIC AREA? YES NO ✓
IS AN ARCHAEOLOGICAL OR HISTORICAL. SITE LOCATED IN THE PLANNED AREA? YES �- NO .�
ARE THERE PRM UNIQUE, STATE OR LOCALLY IMPORTANT F.-UL4ILANDS IN THE YES _ : f0 ✓
OPERATING UNIT?
WILL THE ACTION RESULT IN SODBUSTING? YES NO _✓
If the answer to any of the above is yea, NRCS will not provide technical
assistance unless agency poUcv is followed.
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY ALL WASTE YES ✓ ;IO _
INCLUDING SLUDGE, ALTHOUGH SLUDGE MAY ONLY BE APPLIED INFREQUENTLY?
IF NO. DOES PRODUCER HAVE ACCESS TO MORE LAND? YES NO
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON LAND YES NO
ON WHICH TO APPLY WA."TE?
(Attach Waste Udlizatfoc Plan to site evaluation.)
SOIL INVLMGATION - VALID ONLY IF SOIL INV=CATION
SHF= ATTACTM
IS SOIL SUITABLE FOR LAGOON?
YES
NO
IS A L24ER REQUIRED?
YES ✓
NO
TYPE OF LINER TO BE USED:
CLAY ✓ BENI
TONTTE SYNTHETIC
IF CLAY LINER IS TO BE USED, IS SUITABLE CLAY AVAILABLE ON
YES ✓
NO
STTE7
IF CLAY ISNOT iOT AVAILABLE ON SITE, DOES LANDOWNER HAVE
YES
Nf0
ACCESS TO CLAY?
�
IS A CORE TRENCH REQUIRED?
YES ,
NO
(Attach soil investigation sheet to site evaluation.)
IS SUBSURFACE D?-AIN TIL: PRESZ=
YZS
NO ✓
(If yea, file must be removed or plugged)
SITE APPROVED YFS _ NO _ CONDITIONAL
COMA3ENTS
THIS SITE IYVESTIGATIONT IS VALID FOR TWELVEMONTHS FROM THE DATE SHOW; i BELOW. IF CONSTMUCTION
HA.S NOT BEEN STARTED WITHIN TWELVEMONTHS, ANEW SITE LAVES"[ IGATION-WILL BE REQUMD, Y
S IGNATUREp 1� t� DATE / D 3 14
v Changes in the focal or state law or charges is the standard could require a new site investigation

PECHMANN AND DOWNING TEL:[phone]
May 27,97 12:55 No.012 P.03
■ Coll 1plulu lLunm 1 andior 2 IOr aad111pnpl ■OIVjok:LL•
wr LgslMhln llama a. Ala, atld 4b.
I ttivi wlrA to fuculvu live
'
■ Prlyd your name and addmas an ilia royetae of this term so that
card lu yntt.
■ Attach tits form to troll of the
followina sarAcea (for an
we cart w1wei. INS oxtra foe):
}i
the mallploca, or on the book it epace
does nol T. ❑ Addrossao'o Address
ppaarrullt.
■ WAIe'nalurn Rriiv4W Re uoilad'on the nteBr4eca below the amid ❑ e number. 2. Rosthoted PoIlvory
■ The nslum Reoalpt will allow to whom Ilia ntlkdo was dolivorod and the Of*
r7��s
delivered.
Consult postmaster for lee.
'
3. Article A drosses# 10:
4a. Arllcio Nu er
Chun AR K Mullen
P 186 903 855
4b. SorvIceTypo
314 Murrayy Fork Drive
Fayet t i 11e
❑ Roglstorod LCeAIlled
ev r NC
p Express Mall 0 Insured
CX
2 0 3 1 4 - 0 91 4
EX Relurn Remo for Morchandsa ❑ Goa
7. Data o} wBry
'
-
&. fieca Pod 9y: Print NemeJ
8, Addrea9 a'o A dress ( fy If repueatod
and ins !s Paid)
B. Signat ; dd►Vase o%44'
X
Ps Form 3811, P000mbar
omestic Return Receipt
:i:ompl.04Items I f■dlor 2 la additional son&aa.
I also wlah to T"-glvg (ho
y
*Comptate tiers a, 4a, and 4b.
follewing services (for an
t
■ Print your name artd address on the rewerse of INs form so that
we can plum Ills extra fan)'
'
card Ih yyOu.
aAllnrdr lhla lam to Ilro from of lha.malVtron, of on the back If Spam does not 1. Q Addressee's Addrvos
I
p
Ixt rmlt.
■Wrlla'nalum Rooetpl Raquaefod'ai the rrtallplece below the anicla number. 2. 0 Restdotad Delivery
'
i,
■The {return tinoolpl Will show to whom the ankle was dnlivarad
deilveled,
and the dAln
Consuh postrnasler for lea.
3, Artlrle Addroseed to:
4a. Arlt o {Number
James Roy Thagard
P 1e6 903 858
HP 5 Box 359
4b.BervcoTypo
'
Fayetteville, NC 28301
A Regislerod fS Cortliled
Cl Ratprege Mall ❑ Insured
0 Rohm Recool for Morchandlse ❑ COD
a
7. Data ol Dolivory
t
x
S�
5, Rpcnfvad By. {P of
.S
B. Addresser's rose (Only ht reques(o
and too Is paid)
8, Slgnfltu
�-
X
PS For 1, Decomhor 1994
Domestic Return ece$t
1Pe rtlo hslna 1 antt+nr 2 for addlllond nervtcas.
l also NAsh to receive 1h0
M
Cwttpteis Items e, an, and ab.
following cervices (for an
■ print your ntenn and address on the ravens of B,In lorm so That wd nan return INS extra fee):
card toyIni.
■Anach thle lorm to tho front of IN mallploce, of on the book if space deal not 1, ❑ Addressee's Addreee
y
ppaarl�dt,
■ Wr+ln'Relurn Aeoolls Roquasrod on the mallppl�ece below the alticle nttmbar. 2. ❑ Reslrlcted Delivery
datNared date
'
Ji
aTitn Relurn neaolfst will show to whorl the 4MI00 war
dellvsred,
and the
Consult postmaster for lee,
3. Article Addressed to:
4s. Arude Number
t7udy grit) Lee
P 186 903 852
'
a
402 Law Road
4b.GorvlceType
FnyetteVille, NC
tl Aegislorod EXCorllflad
2831 1- 2 7 7 3
❑ Express Malt p Insured
Qi Rotum Receipt for Marrhandiaa ❑ COD
'
7. Dato or Dal
S. Socaled By: (P of Nam)
B. Addreesao'a Addrene ( rt y If requested
__
and roe is paid)
'
Iddrosse r�Agan
41- rm 3� 11, December 904
omesfle Blurn ROCelpt
1
— f r'netmark or bale —�
E

PECHMRNN
RND DOWNING TEL:[phone]
MaH 27[97 12:55 No.012 P.04
L
1
1
1
1
1
1
■GQW(Aalullom■ / andrpf i la nddllloriai e4rvtoan.
I Also Wleh to recelve the
y
•c' . Is nanw 3, an. and 4b.
■ Print your hema and addrase on the reverse or thle NMI au VNal
we can reluul We
following saMcos (for an
extra f W:
Aim to yO
■Ilacl. 1 dsu. form to !ho Iront of the mallplacs, or ai the back II spare doer not
I , [] Addrpsaee'a Address
perrnrl.
marticle
a
❑ Resrdcted bellvery
,
a I im ReraIum um RscelprwlR efloweJo whom waasi�dalivrto arnrltn d the la
dellvnrvd,
Consult poetmesler for to..
fi
3. Art cla Addressad io:
4a. Article Number
Williamette Industries
P 186 903
452 Lakeshore Parkway
4b.ServfceType
Rocichill, SC 29730-4205
❑ Re!?fslared Cedilled
q Express Mall •IReUrod
,�
Xl Rolurn Rocelpl for Msrdlandlso ❑ COD
7. Date of De
5. Recellled lay; (Print Name)
8, Addressee's Addr0se (Only If Mquasfe
Arid t'ee Is paid)
B. Slgnq ure: Addrq�e� orAyeno
n
PS Form 3811, December 1994 LJOITISS110 Relum
d 8� . , R:
1. ■complols Item, I arwar It for addliltxxal aarvlcal. 1 1 also w16h to r0C6lve the
r, ■Comfxtnto hems 8, 44, and 4h. following soi*es (for an
■Print your rxnrrre and address an Vl4 falreree of MIS Form to that we can return 11de extra lee)'
card la yov. .a{
Wallach Pde loan 10 the NOWor the maflpFaca, o+an q!a backll aparn Agee not 1, ❑ AddreuFee`S Address
` ov iiu�f?otpm AacWpr A"Wsfod*on the mAlplmm twiow the anlda nun%hor 2. ❑ Realdclod Dallvary
-S elho Ruluni rtacslpl will show to whom the edida was delivered end the dalo
o deAvnrurl. Consuft postmaster for too,
3. Article Addressed to; 4a. Arliale NUrnb$r
Richardson Deborah Autr P,186 903 857 E
r y 4b. Sery f;e ypt
and Richard Autry Trustees p R09istered
3522 Cedar Hill Drive ❑ Express Mall
Fayetteville,' NC 28301 6 RalumRooelpt
7. Date e
z S-9l
5. RilrefVod By. (PrOl Name) 9, Addressee's A
Certified
p Insured
for Mardiandlee ❑ COD
ly S
eldreas (Only Nrequested
and toe !s paid)
z
k ri. Signature: (Addressee enf)
}'
Ps Form 811, December f 9 ' 00mest c RSIUm Aocelpt
.Com`pletaltmmn I antler 2 fpraddlllonal eerricae.
I also wish to receive the
■ Cpnlpl6le harm ..1 ap, and 0.
following services (for an
+Pant your Remo and amhons on the reverse of INit Form eo lhal wo Den falUrn 1h16
oxlrn lea):
earl Io yyau,
■ Mledx lhls roan to the from of Iha ma++ijoae, or on the hack If space dnn^ i>„t
f}
1, ❑ Addrossue's Address
parndl
■ Wrlteffhorum Aooplo Requastod' on the mallpleoo Uolow The anlc{a number,
2. 0 Rostrioled DaIlvery rj��j■j
■Tiia Rolum Racolpf vAtl ulmw to whom the snide was daHvar'od and Iha dale
deflvsred.
Consult poel+nasler for toe,
3. Afllcla Addressed to
Stewart D.
P O BOX 98
Faison, NC
G. Recolved By: (Print 1
6, Slgnalura: (Ad&ssr
Precytho
28341-0090
_ X
1,s Farm 3811, Docomber 1994
4a,'Arilde Number
P 186 903.853
45Jervlce Type
❑ Roglstorad Iff Certified
❑ Express Mall O Insured
fb Return Raoslpl for Moroharrdlas 0 COD
7, Date of 6ollvary
t1, Addressne's AddrosS (Only Ifr'ogimsted
anu fee Is pald)
Dome
1
P[ntmR ti [w Lille
r.

PECHMRNN
RND
DOWNING TEL:[phone]
May 27.97 12:55 Na•012 P.05
@
■Cnnrr*nio tlems l and/or 2 fo, okkIll1onal earvicaw.
143150 wish la recelvo the
r
a
PCnmrrfolo horns 3, 4a, and 4h.
following servicos (fur an
Prim your nams and addrnna ul the rawraa of Ihla form o0 lhsl
We can relurn Ihla
extra fee):
i
cardy
eMlaoh lhleform to the arord of fhn mallplece, or on the dam it space does hol
1. 0 Addressoe's Address
�
W
pnnhll.
RWriln'Aarurn nocalpf ffequeeled' err pre mallplece wow dru nillde number.
P, !771 Restricted Dollvory
!
■ The Nolism Igacelpi will show ro whwn Itro Prude was doAvareo
mid the dale
delivered,
Commit poalrmera, for fee.
ill
3. Arllcfe Aradressod to:
14a. nrllcle Number
James D. smith
IS 854903
RR 2 BOX 405
4b. SenAce Typo
PayotteVille, NC
0 Ae teterad �ertllled
2 8 3 01- 9 6 3 2
©r:xprese Mal! ❑Insured
2
c
KI Rolum Rocelpl for Morchar dice A c0D
Date -of Dollvery
U 7-o` � 3 'r
'
N Aeco vod By. (Pdni NRme)
8. Addressee's A rase Pffly If rgquesled
arh'f fee Is pold)
a
S. Slgnalij ddarvase or �a I
PS FORT} 3811, December f994
❑omesi c Retum Fiece pill
1
r

Swine Farm Waste
Management Odor Control Checklist
Source
Cause
18MPs to Minimize Odor Site Specific Practices
Farmstead
Swine production
W Vegetative or wooded buffers;
'
W Recommended best management practices;
s . `
lily Good judgment and common sense
Animal. body surfaces •
Dirty manure -covered animals
W Dry floors
Floor surfaces •
Wet manure -covered floors
Gr Slotted floors;
W Waterers located over slotted'floors;
17 Feeders at high end of solid floors;
13 Scrape manure buildup from floors;
EV Underfloor ventilation for drying
Manure collection pits 0 Urine; 1' Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
G"� Underfloor ventilation
Ventilation exhaust fans • Volatile gases; i3' Fan maintenance;
Dust E"Efficient air movement
Indoor surfaces Dust 19'*� Washdown between groups of animals;
19"Feed additives;
A"' Feeder covers;
f '- Feed delivery downspout extenders to feeder
covers
Flush tanks . Agitation of recycled lagoon I] Flush tank covers;
liquid while tanks are filling O Extend fill lines to near bottom of tanks with
anti=siphon vents
Flush alleys • Agitation during wastewater 8'0 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points . Agitation of recycled lagoon Extend recharge lines to near bottom of pits
liquid while pits are filling with anti -siphon vents
Lift stations • Agitation during sump tank O Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater D Box covers
or junction boxes conveyance
AMOC - November 11, 1996, Page 3

M i M M M- M M M M M M M M M �� M M M
Source Cause SMPs to Minimize Oddr Site Specific Practices
End of drainpipes at • Agitation during wastewater Extend discharge point of pipes underneath
lagoon conveyance ' lagooti liquid level
Lagoon surfaces • Volatile gas emissions; W Proper lagoon liquid capacity;
• Biological mixing; MKCotnct lagoon startup procedures;
• Agitation Gl"Minimum surface area -to -volume ratio;
. Gy^ Minimum agitation when.pumping;
O Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler
•
High pressure agitation;
Q' Irrigate on dry days with little or no wind;
nozzles
a
Wind drift
0-"'Minimum recommended operating pressure;
Pump intake near lagoon liquid surface;
❑
Pump from second -stage lagoon
Storage tank or basin
Partial microbial decomposition;
0
Bottom or midlevel loading;
surface
Mixing while filling;
❑
Tank covers;
•
Agitation when emptying
❑
Basin surface teats of solids;
O
Proven biological additives or oxidants
Settling basin surface
Partial microbial decomposition;
O
Extend drainpipe outlets underneath liquid
•
Mixing while filling;
level;
•
Agitation when emptying
❑
Remove settled solids regularly
Manure, slurry or sludge
•
Agitation when.spreading;
❑
Soil injection of slung/sludges;
spreader outlets
.
Volatile gas emissions
O
Wash residual manure from spreader after use;
❑
Proven biological additives or oxidants
Uncovered manure,
•
Volatile gas emissions while
❑
Soil injection of slurry/sludges
slurry or sludge on field'
drying ,'
p
Soil incorporation within 49 hrs.;.
surfaces
!
❑
Spread in thin uniform layers for rapid drying;
❑
Proven biological additives or oxidants
Dead animals
•
Carcass decomposition
W Proper disposition of carcasses
Dead animal disposal
•
Carcass decomposition
❑
Complete covering of carcasses in burial pits;
pits
❑
Proper location/construction of disposal pits
Incinerators
0
Incomplete combustion
❑
Secondary stack burners
AM W - November 11, 1996, Page 4 ��

Source Cause BMPs to Minlmiw Odor Site Specific Practices
Standing water around • improper drainage; Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto 0 Poorly maintained access roads Farm access road maintenance
public roads from farm
access
Additional Information:
Available From :
Swine Manure Management; 0200 Rule/BMP Packet
NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
NCSU - BAE
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment ; EBAE 128-88
NCSU - BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-89
NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage ; EBAE 103-93
NCSU - BAE
Calibrati9p.of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU - BAE
Controlling Odors from Swine Buildings ; P1H-33
NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual
NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies ; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension
AMOC - November 11, 1996, Page 5

insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Flush Gutters
Accumulation of solids D' Flush system is designed and operated -
sufficiently to remove accumulated solids from: .
gutters as designed. r 1 111
1( Remove bridging of accumulated solids at
discharge
Lagoons and Pits
Crusted Solids MI Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -.
8 inches over more than 30% of surface.
Excessive Vegetative
Decaying vegetation Maintain vegetative control along banks of
Growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
Dry Systems
Feeders
Feed Spillage Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
ccumulatidn of.dccaying wastage.
Clean up spillage on a routine basis (e.g., 7 -10
day interval during summer, 15-30 day interval
during winter).
Feed Storage
+ Accumulations of feed residues uce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
CIF' Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AMA. November It, 1996. Page I

Source Cause
Animal Holding Areas Accumulations of animal wastes p
and feed wastage
a
Dry Manure Handling Accumulations of animal wastes 1
Systems
O
BMPs to Control Insects. Site Specific Practices
Eliminate low areas that trap moisture along
fences and other -locations where waste
accwnulates and disturbance by animals is
minimal.
Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed). !
Remove spillage on a routine basis (e.g., 7 - 10
day interval during summer, 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
Provide for adequate drainage around manure
stockpiles.
Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613.
AMIC - November 11. 1996, Page 2

1
Mortality Management Methods
'
(check which method(s) are being implemented)
❑
Burial three feet beneath the surface of the ground within 24 hours after,.
knowledge of the death. The burial must be at least 300 feet from any flowing
'
stream or public body of water.
'
51"'
Rendering at a rendering plant licensed under G.S. 106-168.7
❑
Complete incineration
'
❑
In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
❑
Any method which in the professional opinion of the State Veterinarian would
'
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
'
attached)
�J
'
December 18, 1996

IRRIGATION SYSTEM DESIGN PARAMETERS
Undawner/Operator Name: Q . V- —OA— �-rr%tiC _
Address: _,. 1?r_ 7. 1 ew, 32z
Q'i crit xio t C .J[ � �L _
Telephone: al" - S$3'JS�R - _
TABLE 1 - Field Specifications
County. �_ �t.rhr3L=tQL n
r '
Date: _ _ S i4- 9 7
EXHIBIT D-I
Fletdl
Number
Approximate
Maxltnum
Useable Size
ofFleld2
(acres)
Soil T
Slope
(%)
Cro s
ma:Imam
Application
Rnte3
on&r
Maximum
Application
perIrrIgatlon
Cycte3
chew)
Comments
d-
o
I.Z
Z
Z ,
l-T- h
i
Yn v1
I See attached map.
2Total field acreage minus required buffer areas.
3Refer to N. C. Irrigation Guide, Field Office Technical Guide, Section H G. Annual application must not exceed the agronomic rates for the soil and crop used.
NRCS, NC
NNE, 1996

M M to M r M M r. M .m M M. M to s r M= M
EXHI$Pr D-2
TABLE 2 - Traveling Irrigation Gun Settings NC-w V-71\9,M - Oil-QATrcxN
Model • - C.
EME
TRAVELLANE
,_
EQUIPMENT SET]INGS
.
Nozzle .Per .,_rting
,
(inches)' Gt G'
MMMW
• :
•
• •
®®
Y
•
M.W.M
• a
•�
1 see attached map.
2Show separate entries for each hydrant location in each field.
3Use the following abbreviations for various arc patterns: F (full circle), TQ (three quarters), TT (two thirds), H (half circle), T (one third), Q (one quarter).
May also use degrees of arc.
NRCS, NC
JUNE, 1996

M M M M M M = M MM
EXI iiMfr D-2
TABLE 2 - Traveling Irrigation Gun Settings E-it5ts:A G rARM deGSA i Zr4
CHI �� +'I a DUM1 , a
Field No,
Hydrant ,
TRAVEL I-ANE
M
EMPMENT SETTINGS
Nozzle Operating Operating
Diameter Pressure Pressure Arc
C• C'
•a i.�
�
Sta[���W
M
A
MW
•
MM�
a
•
I See attached map,
2Show separate entries for each hydrant location in each field.
3Use the following abbreviations for various arc patterns: F (full circle), TQ (three quarters), TT (two thirds), H (half circle), T (one third), Q (one quarter).
May also use degrees of arc.
NRCS, NC
JUNE, 1996

r r r �r l• ■■� r r r rr r r r r r rr r r �■r
EXHIBU D-3
TABLE 3 - Solid Set Irrigation Gun Settings NSA
Make, Model and,Type of Equipment:
Field Nol
and
Line Not
Number of
H drants
Wetted
Diameter
feet
Hydrant Spacing (ft)
Along Between
Pipeline Pipelines
Application
Rate
in/hr
OPERATING PARAMETERS
Nozzle Operating Operating
Diameter Pressure Time
nches Gun s Hydrant r
Comments
,See attached map.
2Show separate entries for each pipeline with hydrants in each field.
NRCS, NC
JUNE, 1996

TABLE 4 - Irrigation System Specifications
Traveling
Irrigation Gun
Solid Set
Irrigation
Flow Rate of Sprinkler (gpm)
l y
perating Pressure at Pump (psi)
Z
Design Precipitation. Rate (inlhr)
-3Z .
Hose Length (feet)
XXXXXXXX
Type of Speed Compensation
XXXXXXXX
Pump Type (PTO, Engine, Electric)
Pump Power Requirement (hp)
1
t
TABLES - Thrust Block Specifications
Desiener may provide thrust block details on separate sheet.
THRUST BLOCK
LOCATION AREA (sq. ft.
901 Bend
Dead End
Tee 'A
C-- itQT1A T.Mre Q:-IA r%r...e tILi D--..4:-- tI-A- Aln nn
EXHiBrr DA
MRCS. NC
JUNE, 1996

L.UMrr D-5
IRRIGATION SYSTEM DESIGNER
Name:-
Company:(�,c�,.,-
Address: ,Qh. 2ta 169A Air,"VJ-e r tk ZE30
Phone: gto - _ - it -in
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
I . A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block locations and buffer areas where applicable.
2- Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA -MRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 430-DD.
S. The information required by this form arc the minimum requirements., It is the responsibility of the designer to consider all relevant factors at a particular site and address them as
appropriate-
9. Irrigation pipes should not be installed in, lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip 4;feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per NC Statutes.
MRCS, NC
RUNE, 1996

EXHIBrr D-
Narrative of Irrigation System Operation
Describe the operation of the system in the space provided below or on a 'sirnilar sheet most convinient to the designer/supplier,
Include procedures such as start-up, shut -down, winterization and regular maintenance of all equipment. .
r ! • • a nIW ` t .c +
c C .. • r • Ufa C
� fai
w r f� C • • t� ► , �
�. am . G Ct1sa :. a t- • Gi \. C ! 1i �:
w • C t\ L � C. • C G a tI . •
to �
c . c a .� �•
c
MRCS, NC
JUKE, 1996

1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
C • v .• 5-•4 C.
�-1 -.97
i3N
tC Y Z>S
Nd
4z`�1z 9
�I
F�2FZsc+QC Las,S TN(zzsuGH
'CREEL
lao
P. -
C
L
ass
zo8.3 c X D
C
433
_
r {60 41$
wasl
gc�
Zog3 �iso� x 2.$4.xsc,
X
>a0 '.433
0�1� � �osS�S
'C41�ia,.Ctt r?6CL � ��t,
av�+s•,
t�2C-SS�KC A�
QCCL
Z9
l' 113 C 4i.thJL• 1 %5 4
La35 -Viz,
+,&Sz LE5Z
ZoE3
( t so X
I oa
VcC4CIi�i
.408 Q qoa 14�)
Ip4 Cs"

U
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Co,�zv�A.�E TO11
1 GA- i' �Z.;1 + 1,3-7 + �t;5ij z 31 'f L 31 t
GPr� Y 'C O P
I�HP = 3`1Gn x cFM
396o .6
13.2g
A35umC SQSI. 1�12655'uQC �F 1SdG �S� _
91i t�5 ,1c� ps;
Mal, ?RGS54vcE wrCA 5AFCTY FAcQR - f}4
. g G ` ace s
14s
C = L, I8211's
C-79$
1 5ca

1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
�GAb 1Gvns �r TE63
Q 04 165
g 8G4
� = ,3. z �(

Reel Rai
• , y
Traveler Irrigation
.
.- N.�. � �-�-.— ��-.....-�. y _. _ .. _ , _".�'� i i .,' Is!, f - Tt Hr'•� I'1- � '. i'y
ti u R• 4} n } jSQ S �' 14T)
�r'� � �G • �' f � r f
r•` IyLc i F. �A ' I �� rN)�*� },,1� Y �. �' � fi., n+
sry�j� TM� Vf't.Y: L•
At It
tj
n,' 'i r`•�. ,;�{r art",?:;.'!; ,,',�ca( r( �.",• �,_r_,��. ' ----.. .J _"�—�"""= �` � ` ti' 1�`
"�- . tip., r'• t' �� I ;�� •• • _ •� •. ut�
_• ,n; ... I " 0 li I 1 l I �,} , I I• l ( J i�J i �M l I� �J _ ^ '.
jv
• � ''; ?4 �. ,'ram 1 / , �� ! r• � r! - �(.X .�kF,^5� , + k " � 'ti' ,yr
'' ... _}� 4' �`•. ir' 4T ;ram •�� � ;., � [!.

1
1
1
1
Innovative New Design Concept Provides Greater Qperator Control 0
Simpler Operation)
Low Maintenance! Accurate Application!
' 'P '�i. _���r. tE ern _L'. �.`' " •:�.4 4• Y•'�Y-�•
,.�f`r��«
� r•�� is iY' Y
t'6
a a
Mom
*Technologically advanced design improves operational performance.
• New frame design provides lower center of gravity for added stability.
' • Double guncart lift arms holds guncart in place during transport.
• Innovative new cam design for speed compensation ensures accuracy.
1
1
1
1
1
1
Reel Rain Operation Simple And Easy!
maintenance free, no bearings to grease!.,.
and provides for effortless positioning
of the reel. Multi -position upper frame
pin locking mechanism allows for
easy adjustments.
tray holds infeed hose, tools
and other items.
Model
Hose Length
Hose I.D.
Lane Spacing
No. of Acres
Covered in
Flow Rate
One Pull, A ilk ing 1"
Nelson Gun
Number
(Feet)
(Inches)
(Feet)
One Pull
G.P.M.
of Water {hrs•
and Pressure
Gas
Gas
1025
850
2.5
180
3.8
181
107
SR 100/80 PSI
1100 1-1011'and Rd. - — - s t A_� 1701 South SLippe�• Blvd.
Pik- P.O. Box 1833 - Suffolk, VA 23439 - 1833 ' 2VI D P.O. Box 309? - Alh.rny, CA 31706
Phone [phone] - Fax [phone] Phone [phone] -Fax [phone]
' AMADAS INDUSTRIES' policy is one of continuous improvement, and we reserve the right to change specifications, desi,n or prices without incurring obligation.

. aie ♦.aura./ .ivauas2 JUJU AVA'L'IN L11 A.. H 1J,111Z111Y1 L' 1 A 10, 0,;
CHARTS
I
m 6-13

DETAILED DEPTH OF WATER VS. TRAVEL SPEED CHART
FLOW LANE HOSE SPEED IN FEET PER MINUTE o
RATE . SPACING "
G.P.M(FEET) 0.75 1 1.25 1.5 1.75 2 2.5 . ' 3 4 5 6 8 .10 12
c�
100 170 126 0.94 0.76 0.63 054 0.47 0.38 0.31 024 0.19 0.16 0.12 0.09 0.08
190 1.13 0.84 0.68 0.56 0.48 0.42 0.04 .028 021 0.17 0.14 0.11 0.08 0.07
125 180 1.49 1.11 0.89 0.74 0.64 0.56 ; 0:45 0.37 028 0.22 0.19 0.14 0.11 0.09 R.
210 1.27 0.96 0.76 0.64 0.55 0.48 0.38 0.32 024 0.19 0.16 0.12- 0.10 0.08 0
150 190 1.69 1.27 1.01 0.84 0.72 0.63 0.51 0.42 0.32 0.25 0.21 0.16 0.13 0.11 p
220 1.46 1.09 0.88 0.73 0.63 0.55 0.44 0.36 0.27 0.22 0.18 0.14 0.11 0.09 0
175 200 1.87 1.40 1.12 0.94 0.80 0.70 0.56 0.47 0.35 0.28 0.23 0.18 0.14 0.12
230 1.63 122 0.98 0.81 0.70 0.61 0.49 0.41 0.31 -0.24 0,20 0.15 0.12 0.10 0
200 200 2.14 1.61 128 1.07 0.92 0.80 0.64 0.54 0.40 0.32 027 0.20 0.16 0.13
230 1.86 1.40 1.12 • 0.93 0.80 0.70 0.56 0.47 0.35 028 023 0.17 0.14 0.12
225 210 229 1.72 1.38 1.15 0.98 6.86 0.69 0.57 0.43 0.34 029 0.21 0.17 0.14 0
240 2.01 1.50 120 1.00 0.86 0.75 0.60 0.50 0.38 0.30 025 0.19 0.15 0.13(�
�50 220 Z43 1.82 1.46 1.22 1.04 0.91 0.73 0.61 0.46 0.36 0.30 0.23 0.18 0.15 y H
250 2.14 1.61 128 1.07 0.92 0.80 0.64 0.54 0.40 0.32 027 0,20 0.16 0.13 a O
275 220 2.68 2.01 1.61 1.34 1.15 1.00 0.80 0.67 0.50 0.40 0.33 0.25 020 0.17 C� ,Z
260 226 1.70 1.36 1.13 0.97 0.85 0.68 0.57 0.42 0.34 028 021 0.17' 0.14 In
300 230 2.79 2.09 1.67. 1.40 120' 1.05 0.84 0.70 0.52 0.42 0.35 0.26 021 0.17
270 2.38 1.78 1.43 1.19 1.02 0.89 0.71 0.59 0.45 0.36 0.30 0.22 0.18 0.15
325 240 2.90 2.17 1.74 1.45 1.24 1.09 0.87 0.72 0.54 0.43 0.36 0.27 022 0.18 n
270 2.58 1,93 1.55 129 1.10 0.97 O.T.7 0.64 0.48 0.39 0.32 0.24 0.19 0.16
350 240 3.12 2.34 1.87 1.56 1.34 1.17 0.94 0.78 0.59 0.47 0.39 0.29 023 020
280 2.68 2.01 1.61- 1.34 1.15 1.00 0.80 0.67 0.50 0.40 0.33 025 020 0.17•
375 250 321 2.41 1.93 1.61 1 M 120 0.96 0.80 0.60 0.48 0.40 •0.30 024 020 °
280 2.87 2.15 1.72 '1.43 123 1.07 0.86 0.72 0.54 0.43 0.36 .027 021 0.18'
400 250 3.42 2.57 2.05 .1.71 1.47 128 1.03 0.86 0.64 0.51 0.43 0.32 026 021 :d
290 2.95 2.21 1.77 1.48. 1.27 1.11 0.89. 0.74 0.55 0.44 0.37 028 022. 0.18rjQ
425 250 3.64 2.73 2.18 1.82 156 1.36 1.09 0.91 0.68 0.55 0.45 0.34 027 023 ►d
290 3.14 2.35 1.88 1.57 1.34 1.18 0.94 0.78 0.59 0.47 0.39 029 024 020
QQ
450 260 3.70 2.78 222 1.85 1.59 1.39 1.11 0.93 0.69 0.56 0.46 0.35 028 023
300 321 2.41 1.93 1.61 1 M 120 0.96 0.80 QM 0.48 0.40 0.30 024 020 w
47,5 280 3.63 272 218 1.82 1.56 _ 1.36 1.09 0.91 ' 68 0.54 0.45 0.34 027 023 .
320 3.18 2.38 1.91 1.59 1.36 1.19 0.95 0.79 0.60 0.48 0.40 0.30 0.24 020
ISM 1 280 k,82 2.67 229 1.91 1.64 1.43 1.15 0.96 0.72 0.57 0.48 0.36 029 024
Caculations based on 80 PSI gun discharge pressure with wind allowance of165% and 75%.
om 4 W
1`1%111 �IIIIt IIIIt y t-vffvtitIImvi

' APPENDIX. AD. SIMMS, & CHARTS AMADAS SERIES 1930 EM RAIN
CHARTS
LANE SET UP (T�pical with turntable models)
' swrvIL ;
1
7-14
2300 ft
1
' SPEED CHART
Model 1030 From Serial # A33162>
1
1
1
SPEED
GEAR
RPM
SPEED
GEAR
RPM
SPEED
GEAR*
-RPM
.75
L-1
1770
5.00
H-2
2750
9.00
H-3
2590
1.00
L-1
2290
5.25
H-2
2890
9.25
H-3
2660
1.25
L-1
2870
H-2
3030
9.50
H-3
2730
1.50
L-2
2040
.5.50
5.75
H-2
3160
9.75
H-3
2810
1.75
L-2
2380
6.00
H-2
3300
10.00
H-3
2880
2:00
H-1
1860
6.25
H-3
1800
10.25
H-3
2950
2.25
H-1
2090
6.50
H-3
1870
10.50
H-3
3020
2.50
H-1
2320
6.75
H-3
1940
10.75
H-3
3100
2.75
L-3
1960
7.00
H-3
2010
11.00
H-3
3170
3.00
L-3
2140
7.25
H-3
2090
11.25
H-3
3240
3.25
L-3
2310
7.50
H-3
2160
11.50
H-3
3310
3.50
H-2
1930
7.75
H-3
2230
11.75
H-3
3380
3.75
H-2
2060
8.00
H-3
2300
12.00
H-3
3450
4.00
H-2
2200
.8.25
H-3
2370
12.25
H-3
3530
4.25
H-2
2340
8.50.
H-3
2450
12.50
H-3
3600
4.50
H-2
2480
8.75
H-3
2520
4.75
H-2
2610
_ .
' b-14

1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
BERKELEY PUMPS
:rBERKELE 1, TYPE "B" RATING CURVES
ENGINE DRIVE
304
251
m
20(
15(
ICH
V. V, ti2cjwp ' r))
CURVE 4117
DATE 1-27-139
PAGE 051
SUPERSEDES
Curve 4117 Pa 0.51
Dated 9-1-8B
c000. Msww C. 1. ' P*iLm-. L-1026 uad— L-1026 VARIOUS LPAL
hr4w*": bi I- C.I. Pmmo. M-1802 mwoLms M-1802 m. 9" full
Maxim wqrkin Wt "40
M
I
rib
Iommmmm,mmm
!
Em
OEM
ON
==IAFVAr
mpw—
t---
mommmmm
WA
V
AA V"
MENEM
Ems
0 50 100 150 - 200 250 300
CAPACITY IN U.S. GALLONS PER MINUTE
C-8610 0-- T-1355 3vponoss C-8576 i)smd 4-17-80 11414 8-18-80 MODELB2ZQM
400
350
2306
250
O
200
150
100
so
0
30
1 20 E
caso- msw C.I. P.&N& L-3482 moc"o, L-3482 VARIOUS LP.kL— Creles,
b"polim. Mal*" C. I. P.&No.'H-5059 McoLtia M4915 ow. 10-7/16" full T.0.5.L1prftah—WV
oom W.* or F. ~
M-1 w M-2 0
-Mmxinnifn War kin¢ Pleasure 210 M . . - 20
--Mom
m
Igo
ommm,0111
m
rim
mm 1"-
WAIN
JEW
HIM
mom
29
mmm
m
Wr
--MEN
10
0
rDILI
0 100 200 300 400 500
CAPACITY IN U.S. GALLONS PER MINUTE
C-f1573 T-3753 sow"m C-8513 o.%d 7-31-79 D., us -so MODELB2EQHH'

1
1
i
1
1
1
1
1
1
1
1
1
1
1
1
1
PHOTOGRAPHS MAY SHOW NON-STANDARD EQUIPMENT.
DEERE
- llllrl>w�
X
44
r (33)
36
a (27)
m
28
m 121)
zi
PERFORMANCE DATA:
Net Rated Power ........................44.1 hp (32.9 k\V) @ 3000 rpm
Net Peak Torque...................91.3 lb-ft (123.9 Nm) @ 1800 rpm
LowIdle Speed..............................................................900 rpm
Altitude Capability (w/o Defueling) ...............4,921 fr. (1500 m)
PERFORMANCE CURVE
...
.... ............. ..... ...........:.......:.
.....
..............1..�ft
91.3 I
. ...
... ..........
Ib�ft
(123.9 Nm)
104.7 Nm) .
Not Intermittent Torque p....:...:....
.......ir ;
.......
.. ......
............ f.........................
.................
1......,....'..
�. 44.1 hp :..
...
....
.:............:......
.....;
(32.8 kW) ...
` ............
intermittent wer .......j...;....j......-
Po
..,......................,,,.-..
....... ...
.....
I
)
. ....
Not Continuous Limit
.......:...........:......:.....<..............;...::::..:
....
.• ........
,......Fuel Consum '...,.. Vtl on' ..........:.............
..
..... .
......................
......
16W 1800 2000 2200 2400 2600 28M 3000
Engine Speed — rpm ,
92 E
(125) z
84
(113)
76 +�-
(103) t
0.40
(242)
a
0.36
1218) 'm
LL

DIMENSIONS FOR INDUSTRIAL POWER UNIT APPLICATIONS:
2a,2 in.
(615 mm)
Width
32.2 in.
n (819 nun)---
nurr�_ ■ I�ENGINE DATA
'GENERAL'DATA
Model......................................................................................................................4020D
Numberof Cylinders...............................................................................................
Bore and Stroke—in.(mm)........... .........................:..................... ......3.31 x 3.54 (84 x 90)
WD'uplacement—in; (L)..................................................................................121.7 (1.9%)
CompressionRatio........................................................... ........ ......................... ...........18:1
Valves per Cylinder—Intake/Exhaust............................................................................1/1
Firing Order .............
..............
.............................
.............
.......................................1-3�4-2
Combustion System...................................................................................Direct Injection
lAspiration
EngineT...............................................................................................ln.[ine, Natude
...... ...Natural
Engine Crankcase Vent System..................................................................................Open
Maximum Crankcase Pressure —in. H2O(kPa)........................................................2 (0.5)
PHYSICAL DATA ([ndudn Enrine. Flywhnl Hominy Flywheel, and Elturin)
Lenin.(mm)..............................................................................................32.2 (819)
Wi(ltb--in.(mm).............................................................................................. 24.2 (615)
Height—in.(mm)..............................................................................................31.0 (787}
Enter
ei�t, dry (power unit)—lb.(kg......................................................................SD2(228)
Includes flywheel& clecrrics)
of Gravity Location
From Rear Face of Block (X-acid—in.(mm)...............................................7.32(180
Right of Crankshaft (Y.axis)—in.(mm)............ ....................................... ..-0.18 (-4.6)
Above Crankshaft (Z-axis)—in. (mm)...........................................................3.62 (92)
Maximum Allowable Static Bending Moment aT
Rear Face of Flywheel Housing wl 5 G Load—lb-ft(Nm) ............................159 (216)
Thrust Bearing Continuous Load fimit (Forward) —lb. (N).............................639 (2842)
iFuel
FUEL SYSTEM
InjectionPump...............................................................................................Yanmar
GovernorRegulation .... ..................... ............ ....................... .................. ............. ..8% max.
Governor T Mechanical
Itlaximum
el Consumption-161hr{kglhrl.......................................................................16.7 (7.6)
Allowable Fuel Pump bunion Clean System —in. psi (kPa) ...............1.13 (7.8)
Fuel Filter Micron Size @ 98% Efficiency .......................................................................10
eRRICATION SYSTEM
it Pressure at Rated Speed —psi (kha..............................................................59.7 (412)
it Pressure at Low Idle—psi(kPal....................................................................28.4 (1%)
1pecifications and design subject ro change without notice.
DEERE
11l1111 =
1
pSWD04 Litho in U.S.A. (96•03)
In Pan Oil Temperarure—°F{°C)................................................................ 240 (I 15)
Oil Pan Capacity, High—qT.(L)..................... ........ ..............................................
6,0 (5.8)
Oil Pan Capacity, Low—qt. (L)...........................................................................3,6
0.5)
Total Engine Oil Capacity with Fike"t. (L)....................................................6.7
(6.4)
Engine Angular Limits (Continuous) Any direction—degrees.........................................25
AIR SYSTEM
Maximum Allowable Temp. Rise Ambient Air to
Engine Inlet—'F('C)..........................................................................I............18
(10)
Maximum Air Intake Restriction
Dirty Air Cleaner —in. H20(kPa}.................................................................25
(6.25)
Clean Air Clancr—in. H1O (kPa).....................................................................12
(3)
Engine Air Flow-0/min WlmiO ................... .................................................
1130.2)
Recommended Intake Pipe Diameter —in. (mm).................................................
1,97(50)
EXHAUST SYSTEM
Exhaust Flow-0/min (m3lmin).........................................................................307
(8.7)
Exhaust Temperature—°F M.. ___ ....................................................
1112(600)
Maximum Allowable Back Pressure —in. Ht0Wa).........................................51.3
02.3)
Recommended Exhaust Pipe Diameter—in.(mm)...............................................2.36
(60)
COOLING SYSTEM
Engine Hat Rejection—BTU/minNW}.........................................................1298
(22.8)
Coolant Flow—gallmin (Umin)...........................................................................18.2
(70)
Thermostat Stan to Open—'F('C1......................................................................160
(71)
Thermostat Fully Open—'F('C1..........................................................................185
(85)
Maximum Water Pump Inlet Restriction —in. H2O (kPa) ...............................
40 00)
Engine Coolant Capaciry--gt.(L).........................................................................4.9
(4.7)
Recommended Pressure Cap—psi(kPa)...............................................................12.8
(88)
Maximum Top Tank Temp---°F{°C).................................................................22)
(105)
Recommended Air to Boil—'F (°Q .............. __.... ____
.............. 117 (47)
ELECTRICAL SYSTEM
Recommended Battery Capacity (CCA)
12 Volt System—amp............................................................................................600
Maximum Allowable Starting Circuit Resistance
12 Volt System—Ohm......................................................................................0.0012
Starter Rolling Current-12 Volt System
at32' F (0' Cl--amp............................................................................................350
MIN.
DEERE POWER SYSTEMS
JOHN DEERE
3801 W. Ridgeway Ave.
INTERCONTINENTAL, GmbH
P.O. Box 5100
400 19th Street
Waterloo, IA 50704-5100
Moline, Illinois 61265-1388
Phone [phone]
Phone [phone]
FAX [phone]
FAX [phone]

1
1
1
1
1
,.
1
1
I NOTES:
1) THRUST BLOCKING SHAM. BE PROVIDED AT ALL BENDS, TEES, DEAD I
ENDS AND OTIB•7t SPECIAL FYI I[NOS WHICH REQUIRE RESTRAINING.
2) MAINLINE' PIPS SHALL BE 6• PVC CLASS 200 (SDR 21) A_s'D SHALL BE
' BURIED TO HAV13 AT LEAST 3 FEET OF COVER,
3) EACH HYDRANT SHALL BE EQUIPPED WII71 AN AIRNACUUM RELEASE
VALE.` •:t�J{rir�. +� L.}���y w�: ? �. ' � ' `7r` "' •...� � "'}� r
,,•144111�111111/1 /
'tN RO �'if
C; #n
S L t
12273
1j1111I1101%
arr

1
1
1
1
1
1
1�
1
1
1
MAPS
1

VANUN
CIP"
a
7.0 Ll
zw
— %b I ' A IS;, r
rle
3 I
loll 0.6w"
01
1* ". toff 7 '
I sell '.2 L. 1171
Lub ...
13 0,
I.?
Is to"
IOU
IIZA
1'p
LLLJ
OL
LIOZ
IM
C', IM 1.4
Ion
M.) IS" 1* .1
Ch.
SUG
C %I. Q'6wq4TKG
01
ZRD
ww
T. obw Ch.
7fl1
au
na
UZE
zau "I
A
BIG
I
im
Q.
sd,
im
wmni
an
POND
POMM roll
3W
aA r
nu-
- - - -
- - - - - - - - - - - -
E3 A D
N
COUNTY
10

35
g
\M
if
•�t
I ��
j Q o, ,� pro•_• •ti '�
46
w..
j .
♦ 133
am
Cam I
eP
`` (1�
PPS
♦ 1
I
1
a . Q,
�LIj
S
`I
"Pe,
;
r
: 3) I_
.}•
i
\I
�.>•�
I
--
BM 135
Cr k-
I_ookautgaM1rrb `,�,
t 2 h
/�lt9
`��
,

II
,c ; ,,
C,
n u
-.JL
--- -JL—
BUCKHORN BAY
CfQAR � f�
//
y 80
CEDAR CREEK•STEDMAN RD.
CUMBEIZU06 Ce.
rt.000 PRo#JE MAP VRp
�pR
N�
SEWELL BAY
rf u,-
`-
z \\
r '•N5A /,

min
-L t y jai• y ..I� k-- - 'a i..`�. t �,.'' A; c. ..
��T�`; .{ �. .ri �'�'� ��M'Y a - � - ice' ��a �_j-'�,. 1�'�$;,. F.. 1 � .•'R� �'t„' ,ye Y.i~� `• r _
1 �� ��r �•��r,�. - ��:,�+•.��f ,' �� '��r_4�`�k�� �6'ysi• a j'*����� >c����'��,� �,�• � 4E .�, �
F ` ..fad:: ,� i . +,,,,,}•� _ -,y��S , t •
yi"3; `�� � R� Y r a �' , �L' ;'-b�; • , :- �A yr, � .,1� .y y . � � yes"�v7%,!r►F•:.-� . _ . -�-I� ;
^•i•� �: A� � �. .: } s-�I.+� � i+��� �..�y". �.-P ,r• 4 .�„''-il=:L •'�.V ..: �,.._..�. �, r,+e"�!: .} _' ^. A i
-S 6 '� :,� L ,rJ" a .- -: {• +. �, 't.^� '.': - } � � w'S,YiT• t - � _, ,,l
'.: ��.: : .•,.+rr ,\ .:,��J' - "7 '; _ _ - 3+t.. ! .:r 5.y'S 4' � -+� '-illy .r .a.. � �.-
•: yti - � k�f � • � •s, .�' ,an isc a c-� ^? 1 `, i � i
r'r�'Q.c����Nt�.tx9C/Yl�f►.:. •. L•.t^i. , .r -�.r t'Fi'-.=a�.i..�.. .C" t! L � .a. - . - . •- �� •�
..rwr:' .f•,,, Nr 4. • r .. -�;' �, y�;+r. -� y UN � C'X • r i �, . ^k� -�s, 4 a , ' '
+, ��� fi �I* "• � S3�W ��''����s*4` r'r *T�=• -•!i �,�"."'� 3+{T�r�«t/n�s `;� � t •. 3 �� �s� .' �.� y}1J •� ,�� `
MI �. 1•� -{_l .r Y ` :`I.L _ ii'"d f ,�,r. :� '4 , y+k •` y r _
-t v j4� �KY�s}) i)+Y`Y�ar•�v` v - .. _, d•F, ,,..'�fL'�yG, � r� �7'� ,tea. � _ r •
A.e Tj� yx,.p�y(,�; `'rr.• 3-�r�G�4`r �r. i'•''%f iL,:�j� � "'y� f} .. - � s� � ri � �
ie',;: �f.�v�-'tr '+-� t �' ;rn T r'�•
3'{y` 4��5�.-^' I�i`hr`, r - C',_!Y- '� 5`�i`•\� ' : �i +� S
�". r.7'Yi"it .LF 'tv„x nip s:.r-,"�,. �d�-e!-'r'" ` � � - ►�2
17
41,
dig
�{.
•j.i:�f= r irk !7 Y'?
±'N•l,; �. cti�i,�.• r ��.:i<� F i�,. -- , �` J
)r.'4!,a• '.',Ct�•k � $-�. 7`'_ } +�i'p .I i�C �) ,� �•` ..;?^ �u.'�y*{� '�\T� •f"�r�r'i• S'y=.'Y f� j �� �"' �.�! �:v _. .
• {�. : '1 t �R �= • Asa.. .c��i�»��� .�f ! �n� �� � , i.'�...�.�.• �1. i'i••r -� .�1�`'.:�� : ���I.
•¢•ry3��i�d�i' a� .•[„� tk,M '�, Yt"%'- '�` },�., � �-s�;�r t ,lf,'�s L ti 7�%fir. !r,;��:t. ��R `�.: ����.A�'���s." ��•.
ki..`� „7k. i '' '!s a , i" , f., }..:x .: ••f :.�r,4� } f'� . t�: .� , ,, �+jtk,�} i'Y .
�,,�, r +;� + �,..+� t � ' r �i �, �. _� .�+� : '�+tf } ., ����7•i.� �-[r'�� . t, �t `'. V� ` "•:.w i �f � r� � �- � -,
- t ]t ;y .t ,+ � �'�•� ;., 1'r�C� �,• 'ei ��t' ;;,Ply`'.`
��,z'1�1t`L.r.:,'+i"y' ='�,� ` � r �.. �`o.i �1�' • , 1[.'E'M•i/- ¢s'� +±C'.:S`�,�-".;•J �' '� �� • ,•�i;�.' �Jf���":`�.;�; �' `�� t• � `�
r ���+-+ l �S''• �:'�•; j 3 - T,+#` �t_ +���L�.�,` ,�, � t�''�"y1� •6��t.. ��5�..�rik 1
iSi �•, �t+�s� ~f.' ir4. L/.41 `' ~*�t wx -%-�T �t ` icy ':�,�i i AWL'�.i•r.S
.i i.`�:,.1 �,yik k-City*.L;i _� y�l�.. .►�� t�� f - •�'� ��rr .i • ',�t'� �iy. ► '} ,•` ti/ J
- °.� .�-��' j � `'}�f \ � r y� .+.1': aR�+ .:a " •4' - ,-r,1 ' i"�t;' i ■ i'.•l�j�'i'}al iN' FNt4'' , (}
�:. .�,� ` F •7'� `. .•'��1; ��,�t,�� J R'•.�. } ` �i� L}. .Ii.' � }���, �'' 'J � � C f}-'y '.t'� Yi��
j �! �.•- _. / } . }j_ �4 � ., s ��; , : �#+� � ti3 e �:�.fiet� � � .,�, . * �. * . ` t}{it+: k +'��� - � � i
`� - ;��':y,•� to �_:' J`,ji., L. i.., i� , �•
._. .l Y - � r •.�.. 'At���5;}r+t r'•�r k i� w� � 3� 'i, ��� 7 ,i �;'t,= C'11 �'S
-... !. ia'yy�i'[ •"•i;:. �,��},iti".i,.. }. 1.;, -) _ •� Lt}�..� �' , , }... i � �.,,�„�F �� i y` � �`�,�.ia '
,•`_ -, IS: -i• r l 'L y,s r =�~p`i �'. '-t\�.�
��rt
.. 7 rli j=tw? l 1- r ,{ , •! K 4 .. r,1,r�,.•7 i_k }: •.C:.}!� '•kv .+.{• w , lad'
1�� + -•4.-. � � i?= `` i{'�° s _ +Jyi�'�t'+fis�'C ' �`tSi7' '}�
Eli .+.1���.L';_� �. ...,,,[[[ �• f -.fit t:.c•�'� � 's