090211_CORRESPONDENCE_20171231

NORTH CAROLINA
Department of Environmental 4ual

Dedicated to Quality Pork and Poultry Production
in Harmony with the Environment.
Carroll's Foods, Inc. • P. O. Box 856 • Warsaw, NC 28398

RECEIVED
fio
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
f *II
HILTON MONROE
5280 FEEDER TO FINISH
July 31, 1997
AUG 2 1 199T
FAYETTEVILLE
REG. OFFICE
9,
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;ngwleggq and belief.
..
M. Floyd Aluo.E. 1227 S ate
License No. lWk t
D�A����+`

c '
CARROLL'S FOODS, INC.
P. Q. Drawer 856
WARSAW, NORTH CAROLINA 28398
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
Farm HILTON MONROE
Name or Number
5280 FEEDER -FINISH
Farm Description
Location
BLADEN COUNTY
Company Farm
Contract Grower _ X_

SWINE FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
HILTON MONROE
5280 FEEDER TO FINISH
TABLE OF CONTENTS
Lagoon Design Check List
Emergency Action Plan
Construction Information
Memorandum - Legal Requirements
Owner Contractor Information
Waste Management Facility Site Evaluation
Soil Investigation .
Lagoon Design
Hazard Classification Data Sheet for Dams
Operation and Maintenance Plan
Construction Specifications for Lagoons
Seeding Specifications
Plan for Lagoon
Typical Cross -Section of Lagoon
Typical Emergency Spillway
Volume Calculations
Waste Utilization Plan with Attachment B
Waste Management Odor Control Checklist
Insect Control Checklist
Mortality Management Methods
Irrigation Plan
Maps
A. Location Map
B. Topo Map
C. Soils Map
D. Flood Plain Map
E. ASCS Map

Y Page i of 3
r CHECKED BY:
DATE: -1131 [gi
LAGOON DESIGN CHECK LIST
I. Copy of 026 and maps if clearing involved.
2, Dart safety -
/
t4 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
✓ b, stop pumping volume exceeds treatment volume
C. 25 year storm volume exceeds volume at start pumping
✓ d. actual volume pumped exceeds required volume to be pumped
e. 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 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 PIan
a,
show all tracts & field numbers, field acreage, crops
b.
signatures of producer & person preparing plan _
G.
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
^/
C.
soil survey sheets showing all fields
f.
check suitability of soils for crops planned
g.
include attachment 'B" on sampling procedure
h.
system calibration form
L
waste plan is included but prepared by other qualified specialist - this plan is not
part of the engineer's review

.i�
Page 2 of 3
^lj
8.
Soil Investigation Sheet (SCS-ENG-538)
a. are sufficient borings made for size and condition of lagoon
✓
b. borings 2.0' below designed bottom of lagoon
C. location & elevation of borings in relation to grid survey
d. seasonal high watertable
9.
Seeding specifications included (lagoon dil:c and other exposed, areas around buildings)
10.
Construction Specifications (sheet included)
a. need for cut-off trench addressed
b. need for scaling 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)
✓
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) �'•g-C sAV
✓
c. surface water removal (pipes, outlets, etc) shown `� 9Mrle�o+r
✓
d, soil borings location show
✓
e. TBM location & elevation shown
Ae
f. existing utilities located (if applicable)'
/
g, emergency spillway shown (if applicable)
12.
Typical cross-section included
�L
a. dike elevation he top width shown
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
_WC
g. liner shown - if required
13.
Volume Computations
�.
a. excavation
Co�,�w4�r v�eacw�v�
b, dike fill
C. pad fill
14•
Summary Sheet
a. design requirements
b. excavation volume
C. fill volumes
✓
d. cut -fill ratio See Yetwwe C�1cuMa4:ahs
NIL
15.
Location of subsurface drainage (if present)

Page 3 of 3
1 :r
16. Presence of utilities addressed
✓ 17. Observation of cultural resources statement included
18. Operation is outside of jurisdictional limits of municipalities
19. Emergency Action flan
0

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ - q 1 Q-!AL • 1 t4I
EMERGENCY MANAGEMENT SYSTEM
SWCD 0 - 5 6a3
NRCS cj 1} - 8 b 1- b 43 to
This plan will be implemented in the event that wastes from your operation are Ieaking,
overflowing, or running off site. You should not wait until wastes reach- surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
I. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field-actions•include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge:
d. Repair all leaks prior to restarting pumps.
D: Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
December 18, 1996

e. Repair all leaks prior to restaning pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage,
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. ApproximateIy how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off 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; Phone - After hours, emergency number: 919-733-3942.
Your phone call should include: your name, fadility,'telephone number, the details
of the incident from item 2 above, the exact Iocation of the facility, the location or
direction of movement of the spill, weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number
and local NRCS office for advice/technical assistance phone number- - -
4: if none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name:_
b. .Contractors Address:
c. Contractors Phone:
2 December 18, 1996

r
6: Contact the technical specialist who certified the lagoon (MRCS, Consulting
Engineer, etc.)
Name:a. 11 r 8 4 : u
b Phone: 1 !
7: Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
3 December 18, 1996

CARROLL'S FOODS, INC.
P. 0. Drawer 856
WARSAW, NORTH CAROLINA 28398
IMPORTANT INFORMATION
ABOUT LAGOON CONSTRUCTION
LISTED BELOW IS A BRIEF SUMMARY OF VOLUMES AND OTHER
DATA: (SEE CONTENTS OF PLAN FOR MORE INFORMATION)
EXCAVATION
FILL (pad & dike)
TOP BOIL (minimum 3" thick)
CLAY LINER (represents a complete liner)
28099---- cubic yards
28099--- cubic yards
417--- cubic yards
10223--- cubic yards
Constructed top of dam must include a minimum of 5% settlement -
EXAMPLE: 10 feet high dam will require 5% of 10 feet or 0.5 feet
fill above planned top of dam.
Clay content, thickness and compaction of liners (if required) are
very important. If the certifying technical specialist is unable
to approve the liner with normal field techniques, an independent
engineering analysis will be required (see CONSTRUCTION
SPECIFICATIONS for additional information). If an independent
engineering analysis is required, this expense will be the
responsibility of the owner/grower.
Special attention needs to be given to the seeding specifications.
The lagoon dike must be seeded according to specifications before
the system can be certified and stocked with animals. (Consult
with your NRCS Conservationist regarding mulching)

:Y
MEMORANDUM
TO: All Growers
FROM: Don Butler, Real Estate Manager
Howard Hobson, Resource Conservationist
RE: Legal requirements for swine growers in
North Carolina and how they relate to you
The facility design and waste management plan attached is of the utmost importance to
you and to Carroll's. This plan must be approved by a designated technical specialist.
or Professional Engineer prior to construction start. The lagoon must be constructed
_ exactly as designed unless changes are approved by the original designer. The approved
plan needs to become a part of your permanent records and must be readily available
for review if and when your farm is inspected by state regulatory personnel.
When earthwork and lagoon construction is complete and the top of the dike and
outside slopes of the lagoon have been graded; seeded, and fertilized it must pass a final
inspection by a designated technical specialist in order for your farm to be certified ready
to stock animals. At the time or final construction approval, the owner and the person
certifying design, construction, and irrigation plans must sign a document called
"Animal Waste Management Plan Certification". This document must be sent to the
Department of Environmental Health and Natural Resources In Raleigh. Copies of the
signed document should be kept in your permanent Ilse, one copy goes to your local Soil
and Water Conservation District office for their file, and a copy must be presented to
Carroll's Foods before any animals can be placed on your farm. The owner is
responsible for the Certification being completed and sent to the appropriate places.
Remember, NO CERTIFICATION -- NO ANIMALS.
If you have any questions about the above information, please contact one of
us by calling 910-293-3434, extension 246.

ATTENTION OWNER 'AND EARTH MOVING CONTRACTOR
PLEASE READ THIS BEFORE REVIEWING THE ATTACHED WASTE
MANAGEMENT PLAN.
This design has been prepared in accordance with USDA- Natural Resources Conservation
Service standards and properly installed, will allow certification and stocking of animals.
The following items should be discussed PRIOR to entering into a contract:
1. This design is in compliance with state and federal laws. AU changes in design may
result in non-compliance and failure to be eligible for certification. No animals can
be stocked until the lagoon construction is approved and certified to the Division of
Environmental Management (DEM). If a Dam Safety Permit is also required by the
State, then no water or animal waste may be impounded in the lagoon until the
lagoon and dike construction are approved by the North Carolina Department of -
Environment, Health and Natural Resources, Division of Land Resources (DLR).
2. This design has taken into account data including soils, topography, wetlands,
streams, dwellings, wind direction, and owners concerns.
3. The volume shown represents excavation and fill in the lagoon and pad area. It does
NOT account for cut/fill for liners, roads, borrow areas, drainage or other related
construction activities unless specifically covered in the design.
4. Typically, the excavation volume represents the bulk of earthwork and is used for
price negotiations. All earth work beyond this amount will be worked out between
the owner and contractor, CARROLL'S DOES NOT NEGOTIATE PRICES FOR
GROWERS.
5. It is the desire of Carroll's Foods that the contractor receives a fair price for earth
work and the land owner receives a properly constructed lagoon and pad that will
meet design requirements.
G. DO NOT MAKE ANY CHANGES TO THE DESIGN OR FARM LAYOUT
UNLESS THE ORIGINAL DESIGNER IS CONSULTED AND APPROVES.
CARROLL'S FOODS ASSUMES NO RESPONSIBILITY FOR ANY DEVIATION
FROM ORIGINAL DESIGN OR CHANGES MADE ON THE SITE BY
CONTRACTOR OR ANYONE OTHER THAN CARROLL'S PERSONNEL.

Y
United Stales
Qk)
Department of
Agriculture
Natural
Resources
Ccnservaticn
lzervice
WA= X,0fAGEMI T FACILITY STTE EVALUATIO[Y
NC-CPA-17
REV. 1, 2-96
CE.NERAL 071OWMATION
NA -ME ail l--Tp c i Mort goG LOCATION PP9r D 4 cco p i t. R l i i z. E
r• i ,-_ 135 F- - �R1M s
r-LARICMN , N •C . �B 3
TELEPHONE 910 196z 7C� 7 5 sIZE 0PE4_A7,0N 4 G EA 8i ,- �=ecD
4zs�
LOC.LTION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER 2000 FT.
DISTANCE FROM NEAREST PUBLIC FACM= (school chu 1L cm) 2l Q t _ FT.
IS SITE Wn-ALN 100-YEAR FLOOD PLA 47
If yes, MRCS cannot provide assistance.
IS SITE AT LEAST 100 F E FROM A "BLUE LNE" PERENNIAL, STREAM?
If no, site must be relocated.
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A .VUAQC1?AL1TY?
If yes, landowner should consult with local zoning board about required
permits Permits must be obtained prior to design appmv*L
ARE UTiLI= IN CONSTRUCTION AREA?
Byes, see Part 503 of the National Engineering Manual and follow policy.
(Copies of rasps a other reference materials may be attached to site
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 iVRCS-CPA 38 (Request for Certified
Wetland Determination/Delineation).
WILL ACTION RESULT III SWAbLPBU'STING7 YES NO
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBIL= OF THE PRODUCERTO CONTACT THE US ARMY CORD OF
ENGINEERS .AND THE DIVISION OF ENVIRONMENTAL MANAGE-3, `1'I' TO DETERMrNE IF PER%,ffr ARE REQUIRED.
IF WETLANDS ARE INVOLVED, THE PRODUCER SHOULD NOT CLEAR ANY LAND UNTIL A WETLAND DELNEATION
IS MADE.
' RCS wilt provide technical assistance in wetlands only under the fallowing conditions. For natural wetland
inclusions Iess than one acre in size, iNIRCS will provide assistance only if the functions and values lost are fully
mitigated. For natural wetlands greater than one acre in size, I RCS will provide assistance only after a
rigorous sequencing process to include avoidance, minimization of impacts, and compensatory mitigation is
carried out in that order of preference.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER:
• PREDOMINANT WIND DIRECTION? �. YES ✓ NO _
• PRECHARGING LAGOON WITH FRESH WATER TO AT LF-AST I/2 YES _✓ NO
OF THE CAP.4C rM
• USING GOOD SOUND XDGMENi N LAND APPLICATION YES _✓ NO
OF WASTE?

NC-CPA-17
REV.1, 2-96
Page 2
OTHER E:SV1RONN1 -S T'AL FACTORS
IS ENDANGERED UNDIOR THREATENED SPECIES HA 3rrAT PgzsF-N•3'? YES v0 ✓
LS A DESIGNATcD NATUR,-%L SCzr—NTC AREA INCLUDED IN THE PLLY; fiNG .Oar -k OR
WII-L PLANN,ED ACTIONS 13�iPAC T ON AN ADJACLN7,IATURAL SCENIC .ARE a? m NO ✓
IS AlY ARCHAEOLOGICAL. CR HISTORIC.aL. SITE LOCATED LV THE ?LiNNED AREA? YES NO ✓
ARE THERE ?RL UNIQUE, STATE OR LOCALLY PAPORTANT FARNIL-IVDS IN THE YES _ NO ✓
OPERATING UNIT?
WILL THE ACTION RESULT IN SODBUSTING? YES NO
If the answer to any of the above is yes, MRCS will not provide technical
assistance unless agencv oolicv is followed.
WAST$ 14ANYAGEVLF.`t'I'
DOES PRODUCER OWN ENOUGH LANND TO PROPERLY LAND APPLY ALL WASTE YES ✓ NO
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 PRODUCED CAN PRODUCER GET AGREEMENIT ON LAND YES NO _
ON WHICH TO APPLY WASTE?.
(Attach Waste IIdH=tion Play to site evaluation.)
SOIL INVESTIGATION - VALID ONLY IF SOQ, IIYVESriGATION
SEMET ATTACHED
IS SOIL SUTTABLE FOR L0.000N7
iS A LINER REQUIRED?
TYPE OF LINER TO BE USED:
IF CLAY LINER IS TO BE USED, IS SUITABLE CLAY AVAXABLE ON
Srm?
IF CLAY IS NOT AVAIL4MLE. ON SIiE, DOES LANDOWNER HAVE
ACCESS TO CLAY?
IS A CORE TRENCH REQUIRED?
(Attach sail investigation sheet to site evaluation.)
IS SUBSURFACE DRAIN TILE PRESENT?
(It yes, ale must be removed or plugged)
YES ✓ NO
YES ✓ NO
CLAY ✓BENTONrm _ SY: R R=c _
YES ✓ NO
YES _ NO
YES _ NO ✓
YES _ NO
SITEAPPROVED YES Z7 NO CONDITIONAL,
COhitiF-'fiS /4C7WAC :/zE &IlE &7Aee rd7r4 .D8PsND5 44p-fW XAKD
A Pu cA , oN A24T+- _
THIS SITE IPIVESTIGATION IS VALID FOR TWELVE IVONTHS FROM 7HE DATE SHOWN BELOW. IF CONSTRUCTION
HAS NOT BEEN STARTED
�W�I�TELN TWELVE MONTHS, ANEW SITE INVES i jGATION WILL BE REQLMED. L'
SIGNATURE A(vz4•�i�•t'Z�l DATE
T
L! Changes in the local or state law or changes -in the standard could rewire a nc.v site investigation.

SOIL INVESTIGATION TO DWT`W,vIIEMNNE&APUI STABILITY OF LAGOON SITE
. Grower's Name
%V%Pffow, IF
"IL-r�r1 {V(eriQOE. County
-&-Lp'-beo
Date
- — - State
N . c .
SKETCH OF PROPOSED LAGOON SHOWING WHERE BORINGS WERE MADE
� yfERL rNE
'BIVELdHE �Zsaw" $ASEI� UPa:
�� uSGs tvtAP
0-6
Cps
4--
W44 3QRsc-MLgQ
Depth
AG: 4A,,
zM 7 Boring Number
'Ft.
1
2
3
4
5
6
7
8
9
10
0-1
.S-ff
S
5 K
Shi
1-2
Sc,SY
5M
5K
2-3
Sc
-�Y� 4.ei
yitRr
� rrc r
3-4
,�.
SM
�
A-5
M 5M
5n�
5-6
5m
s
6-7
SK
.5M
Sc
Sc
7-8
�003
5c
tKQL
8-9 15-m
Sc
SC, C-
sc
9-10 1,5-,o
sc, 5 *14
10-11
11-12
12-13
* SHWT {Seasonal
High Water Table}
Signature & Title
Date

TYPES OF MATERIAL ENCOUNTERED IN BORING
r,
UNIFIED CLASSIFICATION
GW
Well graded gravels; gravel, sand mix
SC Clayey sands; sand -clay mixtures
GP
Poorly graded gravels
ML Silts; silty, very sands; sandy or clayey silt
GM
Silty gravels; gravel -sand -gilt mix
CL Clays of low to medium plasticity
GC
Clayey gravels; gravel -sand -clay mix
CH Inorganic clays of high plasticity
SW
Well graded sands; sand -gravel mix
MH Elastic silts
SP
Poorly graded sands
OL Organic silts and silty clays, low plasticity
SM
Silty Sands
OH Organic clays, medium to high plasticity
I. Suitable material for liner is available Yes No
���
Remarks:
IUt= "$WLtrlS S wx" 5B�4- MflY $E OLr of LA&am AaE+�. Tea15 i�1CNLt] SradC
2.
Explain hazards requiring special attention in design (seepage, spring, rock, etc.)
3.
General Remarks: The soil borings for this investigation represent only that particular confined area. If during
j
construction, different materials are encountered, necessary modifications will be made in design. At the time of certifii- "
cation, the waste treatment lagoon must meet all MRCS standards and specifications including liners, side slopes,
compaction, capacity and other requirements.
Depth
BoringNumber
Ft.
11
112
13
14
15
16
17
I8
19
20
0-1
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
.9-10
10-11
11-12
112-131,

LAGOON DESIGN
Operator:HILTON MONROE County: BLADEN Date: 06/03/97
Has the site evaluation been completed & approved: YES
1. AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow to
finish)
x
1417
lbs.
- 0
lbs
0
sows
(farrow to
feeder)
x
522
lbs.
- 0
lbs
5280
head
(finishing
only)
x
135
lbs.
- 712800
lbs
0
sows
(farrow to
wean)
x
433
lbs.
- 0
lbs
0
head
(wean to feeder)
x
30
lbs.
- 0
lbs
Describe other :
0
lbs
Total Average Live Weight = 712800 lbs
2.. -MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume 712800 cubic ft (includes 0 cu. ft. add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 179520.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)----------------------
332.5
Inside top width (feet)----------------------
525.0
Top of dike elevation (feet)-----------------
47.40
Bottom of lagoon elevation (feet)---------
35.64
Freeboard (feet)-----------------------------
1.00
Emergency spillway depth of flow(feet)-------
0.20
Side slopes (inside lagoon)------------------
3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDEI'SS/SIDE2 LENGTH
WIDTH DEPTH
3.0 . 3.0 3.0 3.0 325.3
517.8 10.56
AREA OF TOP
LENGTH * WIDTH =
325.3 517.8
AREA OF BOTTOM
LENGTH * WIDTH =
261.9 454.4
168440 (AREA OF TOP)
119036 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
293.6 486.1- 570938.(AREA OF MIDSECTION * 4)
CU. FT. = XAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMO * DEPTH/6
168440 570938 119036 1.76
Total Designed Volume Available = 1510810 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * width ) + Surface area of connecting waste facility
332:5 525.0 0.0
174562.5 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 174562.5 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW. 1.37
Volume = 712800 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1302048 gals. or 174070.6 cubic.feet
5B. Volume of excess water
Volume = 4778.8 gallons/day
Volume = 114998.5 cubic feet
180 days storage/7.48 gallons
per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation -- 13.5 inches
180 days rainfall = 21.0 inches
Volume = 21.0 in * DA / 12 in. per ft. = 305484 cubic feet runoff
Volume = 13.5 in.* lagoon DA/12 in./ft = 196383 cubic feet evap.
Volume = 109102 cubic feet

5D. Volume of 25 year 24 hour storm
Volume of "Heavy Rain" 7.0 in.
Volume = 14.0 inches / 12
Volume = 203656 cubic feet
5E. Additional volume as follows:
7. 0 in.
inches per foot * DA
TOTAL REQUIRED TEMPORARY STORAGE
5A. 174071 cubic feet
5B. 114598 cubic feet
5C. 109102 cubic feet
5D. 203656 cubic feet
5E. 0 cubic feet
TOTAL 601827 cubic feet
6. SUMMARY
Temporary storage period===================>
180
days
Rainfall during wettest period of storage===>
21.0
inches
Evaporation during storage period==========>
13.5
inches
25 year - 24 hour rainfall==================>
7.0
inches
Heavy rain_____ _____________________________>
7.0
inches
Freeboard===================================>
1.00
feet
Side
3.0
1
Inside top length===========================>
332.5
fleet
Inside top
525.0
feet
Emergency spillway elevation(if planned)====>
46.20
feet
Top of dike elevation=======================>
47.40
feet
Bottom of lagoon elevation============---====>
35.64
feet
Top of sludge elevation======== ============>
37.12
feet
Total required volume=======================>
1494147
cu. ft.
Actual design volume==__________________====>
1510810
cu. ft.
Seasonal high watertable elevation (SHWT)===>
38:-5r8
feet 4AQ
Stop pumping elev.===-_------_________________>
42.34
feet
Must be > or - to the SHWT elev._-========>
38-59
feet 44-4
Must be > or = to min. req. treatment el.=>
41.64
feet
Min. Required treatment volume==============>
712800
cu. ft.
Volume at stop pumping elevation============>
716706
cu. ft.
Start pumping elev.==--------
44.94
feet
Must be at bottom of F.B. & 25 yr. rainfall
& heavy
rain
Act. vol. less 25 yr. and heavy rainfall====>
1307153
cu. ft.
Volume at start pumping elevation===========>
1302566
cu. ft.
Required volume to be pumped=========-======>
398171
cu. ft.
Actual volume planned to be pumped==========>
404941
cu. ft.
Min. thickness of soil liner when required==>
1.6
feet
7. DESIGNED BY:� APPROVED BY:
DATE: �j _3.�� DATE: 1(3�i°il
�rA
Mirk

NO
5D. Volume of 25 year 24 hour storm
Volume of "Heavy Rain" -7.0 in.
Volume = 14.0 inches / 12
Volume = 213368 cubic feet
5E. Additional volume as follows:
7.0 in.
inches per foot * DA
TOTAL REQUIRED TEMPORARY STORAGE
5A.
174071
cubic
feet
5B.
114998
cubic
feet
5C.
114304
cubic
feet
5D.
213368
cubic
feet
5E.
0
cubic
feet
TOTAL
616741
cubic
feet
Temporary storage period=====_______________> 180 days
Rainfall during wettest period of storage===> 21.0 inches
Evaporation during storage. period= ======__> 13.5 inches
25 year - 24 hour rainfall=====_____========> 7.0 inches
Heavy rain=====_____________��=��_________=_> 7.0 inches
Freeboard___________________= _________> 1.00 feet
Side slopes__ _______________________________> 3.0 1
Inside top length==== ----- ____________=_____> 342.1 feet
Inside top width=== _______________________> 534.6 feet
Emergency spillway elevation(if planned)====> 46.20 feet
Top of dike elevation======___= _______=_> 47.40 feet
Bottom of lagoon elevation====______________> 34.04 feet
Top of sludge elevation=====______==========> 37.12 feet
Total required volume=====________________==>-1509061 cu.. ft.
Actual design volume________________________> 1786838 cu. ft.
Seasonal high watertable elevation (SHWT)===> 38.50 feet
Stop pumping elev.== _____--____------__---_> 42.34 feet
Must be > or = to the SHWT elev.====__-___> 38.50 feet
Must be > or = to min. req. treatment el.=> 40.04 feet
Min. Required treatment volume=====_____---_> 712800-cu. ft.
Volume at -stop pumping elevation=====_______>, 755545 cu. ft.
Start pumping e1ev.-- ---------------------_> �4.94 feet
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall====> 1573471 cu. ft.
Volume at start pumping elevation=====_____=> 1568372 cu. ft.
Required volume to be pumped===== _________> 403373 cu. ft.
Actual volume planned to be pumped=====_____> 425458 cu. ft.
Min. thickness of soil liner when required=•=> 1.8 feet
7. DESIGNED BY: APPROVED BY:
DATE: 3 ck,)
Vol,
:X')b, 01% c:u. Pl-
DATE:
*
T0!50,1 . �LiR I+AUv�
l: 05' -A�.15 yC z�' `i y�� �0.yd�
10 1 aa.3 <_ U. •142.
CL:tAk-_cz UDlvw.C�

HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner Hilton Monroe County Bladen
Estimated Depth of Water to Top of Dam _ f 11 Ft. Length of Flood Pool 1,500 Ft.
Date of Field Hazard Investigation 9/18/96
Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden dam
failure.
Est. Elev.
Est. Elev.
Kind of :Improvements;
of Breach
Reach
Length!
Width
Slope :Land Use
Improvements
Above
Floodwater Above
'
Flood Plain
Flood Plain
Ft.
Ft.
% Wooded
None
NIA
NIA
1
800
300
0-2
Wooded i
None i
NIA
NIA
2
400 1
700
1
3
I
Describe potential for Ioss 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 800 feet from
Doubles Branch and al2proximately 5,300 feet from SR 1712.
Hazard CIassification of Dam (A, B, C) (see NEM-Part 520.21) A--�
NRCS Dam Classification (1, 11, III, IV, V) V
By
M. Floyd Adams, P
,54
'�1
Date :7.131121-

no
SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 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.
Pumpincl 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.
r
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 recharging 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 44.94 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 42.34 . This temporary
storage less 25 yr and heavy rain contains 404941 cubic feet or
3028959 gallons.

SHEET-2 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 rules became effective -on February 1,
1993 (15A NCAC 2H .0200). 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 material as approved by an engineer.

SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction equipment shall travel in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot"
or taming 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 1,0 acre --feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive,
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 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).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

y
SHEET 2 OF 3
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 efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When specified, the contractor 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

SHEET 3 OF 3
and the side slopes shall be 1:1 or flatter. When tile 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 the line exists above the 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.
QUALITY 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 Centdr'(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..2.5'cm/sec.
When 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.

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

TYPICAL CRC JS-SECTION r
Single Stage Lagoon - Pit Recharge Design
County, NC
F► anizue ?i4C 'b 3L h-mki 1G-0 .1U - 67FLUGMT .TO Ot'-k►P8gc6 . WATSR_ WcUW S\Al9FAe[ R. IloAon, NRCS {21e5}

TYPICAL PLAN
FOR
EMERGENCY SPILLWAY
TOP OF DIKE ELEV. -41,40
TOP OF SPILLWAY ELEV.
-- 30
OU"1TS11)1: TOE OF SLOPE
ELEVATION VIEW,
NTS
l LINER TYPE MATERIAL TO BE USED
14-• TO CONSTRUCT THE ENTIRE DIKE
I THROUGH THIS AREA
I I
10' 10--
OUTSIDE TOE OF SLOPE 1<
R
E
PLAN VIEW
NTS
Construction Notes:
Spillway to be installed where -flow will be over natural ground. Where this is not
possible, it shall be placed wheie .,the top of the dike is closest in elevation to natural
ground.. In this situation, liner type material shall be used for construction of the entire
dike through the spillway width plus 10 feet on each side.

00
Plot of sill data for the surface:
Existing
Project: HILTON MONROE
Drawing: 6280 FINISHING
Number:
Location:
Sid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

Orientation: 135.0
60.0
48.0
48.0
44.0
42.0
40.8
38.E
36.0
Upper Right
2 Maonificationt 24.4
3D !'flesh Surface
Existing
Project: HILTON MONROE
Drawing: 5280 FINISHING
Number:
Location:
Bid bate:
Engineer:
Owner:
Estimator:
Prepared bu: using Sitework
r
�1
Inclination: ?fl_W
30 Mesh Surface

tt
Orientation: -46.0
68.0
48.8
i..
46.00
44. 0 0i•-'
-�'-•--. tttl '
42.MlAX
� •4� n
40. 00`•
Z Magnificatiant 24.7
Inclination: 20.8
36.e
Lower Left
IME_�= s1'Ei `'T_ :i^rr'17r =ae�•a;A=�.'-_'-`_`s....
3D Mesh Surface
Existing
Project: HILTON MONROE
Drawing: 6280 FINISHING
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitework
30 Mesh Surface

Fill shrink/swell, percent: 30.00 Cut shrink/swell percent: 0.00
Iterating to balancing within 10.0 cubic yards...
delta
Cut
Fill
CUT - FILL
0.00
28099.70
28099.69
0.01
0.00
28879.74
26618.21
2261.52
-0.00
28879.14
26618.21
2261.54
0.13
28189.99
27925.29
264.70
0.14
28099.54
28099.97
-0.43
Raise "Proposed" by 0.14 feet.
New surface called "Balanced" has been created.
Project: HILTON MONROE
Drawing: 5280 FINISHING
Number:
Location:
' Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework
v T A cat-b fz— t L.L.s
Kv-- c Ud
DU+c_ v D (L)Unft--- �=4 L4-
R©Wd o�- , 0+6=1z VJ04K.

Orientation: 136.0
66.0
68.0
45.0
40.0
35.0
upper Right
Z Magnification: 20.8
30 Mesh Surface
Balanced
Project: HILTON MONROE
Drawing: ' 5260 FINISHING
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework
Inclination: 2e_0
30 Mesh Surface

[a
ED-ITOMA
tA 06 1
T.40
Tad Or- bike Lva-qo
(90var. S.'d* DtAq)
imeter
Plot of the contour data for the surface:
Balanced
Project: HILTON MONROE
Drawing: 52ee FINISHING
Number:
Locationt
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bW: using -Sitework

. 14
4
rr
Plot of the sloping lines for the surface:
Balanced
Project: HILTON MONROE
Drawing: 6288 FINISHING
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

49.225
RoJse. t
49. t2
W,48. 6-t <: - 6 N i 49.
• 49
49.
)K 48. 64-t) 1 U BLS\ w - � - �JE 49.
vj ►�+e V-- r—ask \U�IKW
49.66
4
49.58
U �ks1 d mL �> - CIE 48. 64
49. es 49.98
N oosV--- L- 1
49.98
11V SI tj 48.-64
60.3g
• 50.38
+3
3
Plat of the sloping lines for the surface:
Balanced
Project: HILTON MONROE
Drawing: 5280 FINISHING
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bd: using Sitework

Orientation: -46.0
65.0
50.0
45. 0
40.8
35.0
Lower LefL.
Z Magnification: 20.8
3D Mesh Surface
Balanced
Project: HILTON MONROE
Drawing: 5280 FINISHING
Number:
Location:
Bid Date:
Engineer:
Owner!
Estimator:
Prepared bg: using Sitework
Inclination: 20.8
3D Mesh Surface

0
14
Plat of all data for the surface:
Balanced
Project: HILTON MONROE
Drawing: 6288 FINISHING
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bye: using Sitework

WASTE UTILIZATION PLAN
----------------------
Owners name--:HILTON MONROE County:BLADEN
Mail Address-:CLARKTON
Type of production unit ---- :FEED -FINISH
Number of animal units-----: 5280
Type of waste facility--- :Anaerobic Lagoon
Temporary storage period---: .180 days
Method of application ------ :IRRIGATION
Amount of animal waste produced-----------------: 10032 tons/year
Amount of plant available N produced by animals-: 12144 lbs./year
Commercial N to apply on planned acreage--------: 0 lbs./year
Your animal waste utilization plan has been specifically
developed for your swine operation. The plan is based on the
soil types, crops to be grown, and method of application for
your particular operation. The waste must be land applied at a
specified rate to prevent pollution of surface and/or ground
water. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops
where the waste is to be applied. This waste utilization plan
uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle and annual soil tests
are encouraged so that all plant nutrients can be balanced for
realistic yields of the crop to be grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value of
the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the
needs of the crop to be grown and .the nutrient content of the
waste. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infiltration
rates and leaching potential. Waste shall not be applied to
land eroding.at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to planting. soil incorporation
of waste will conserve nutrients and reduce odor problems.

Page 2
The acres needed to apply the animal. waste is based on typical
nutrient content for this type of facility. Annual acreage
requirements may be more or less based on the waste analysis
report for your waste management facility.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract
Field
Soil Crop
Yield
Lbs. N
Acres
Lbs. N
Month to
No.
No.
Type Code
/Acre
/Unit
Used
Apply
4563
3
GBA
D
125
1.25
11.2
1750
MAR-JULY
10087
2
GBA
L
N/A
50.00
9.1
455
S-APRIL
10087
2
GBA
D
125
1.25
9.1
1421.8
MAR-JULY
4549
2
NOA
L
N/A
50.00
16.7
835
S-APRIL
4549
2
NOA
C
6.1
50:00
16.7
5093.5
MAR-OCT'
4583
1
NOA
L
N/A
50.00
10.2
510
S-APRIL
4583
1
NOA
C
6.1
50.00_
10.2
3111
MAR-OCT
Total
83.2
13176
Available
Nitrogen
(includes commercial)
12144
Surplus Or
Deficit
-1032
Crop codes:
Crop -unit
A=Barley-bu.
B=Bermudagrass(graze)-tons
C=Bermudagrass(hay)-tons
D=Corn(grain)-bu.
E=Corn(silage)-tons
F=Cotton-lbs. lint
G=Fescue (graze) -tons
H=Fescue(hay)-tons
I=Oats-bu.
J=Rye-bu.
K=Small grain(graze)-acre
L=Small grain(hay)-acre
M=Sorghum(grain)-cwt.
W=Wheat-bu.
Y=Fescue(pasture)-tons
Z=Bermudagrass(pasture)-tons

If more commercial fertilizer is used than shown in this plan,
then additional acres of land may be needed. A three to fifteen
feet wide permanent grass filter strip should be seeded along all
ditches in fields that receive animal waste.
Additional comments:
--------------------
P g,%j 69-Foy Qeu, gn ra tea f-fc-T- WAw Ev .4c,eos
AS azqTv,emjp4ap �y 7'Hf'_ J�ti6,9�ioN � 4N•
Prepared by: "I,I'u Bs"Y Title :r ,gL&A /k , Date: 8 G 7
Concurred in by: � '& _ Date: �Q
Producer
I understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year 1-day storm event. I also
certify that the waste will be applied on the land according to
this plan at the appropriate times and at rates that no runoff
occurs.
.�. Date*
Producer
Technical Specialist: Date: if L 9
(Copy to producer and copy to case file)

• EX Mrr A-6
WASTE UTILIZATION PLAN
REQUMED SPECIFICATIONS
1.. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any discharge of waste which reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns or has a notarized 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 a notarized 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 shaII be applied to meet, but not exceed, the Nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climate conditions, and level of management, unless there are regulations that
restrict the rate of application for other nutrients. Actual yields may be used in lieu of realistic yield tables at the
discretion of the planner.
4. Animal waste shall be applied on land eroding less than 5 tons per acre per year. Waste may be applied to land that is
eroding at more than 5 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 Strips)
5. Odors can be reduced by injecting the waste or disking after waste application: Waste should not be applied when there
is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or grassland, the waste may be broadcast provided the applicatioi
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 and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen.
9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste to
depth that would prohibit growth. The potential for salt damage from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching.
Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more than 30 days prior to planting of a crop or forages breaiang
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.
NRCS, NC
JLINE,19%

0.14 1: _
WASTE UTILIZATION PLAN
REQU= SPECIFICATIONS
(continued)
Animal waste other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer than
25 feet to surface water. This distance may be reduced for waters that are not perennial provided adequate vegetative
filter strips are present (See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet from wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-ways.
15. Animals 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 it has been approved as a land
applications site by a "technical specialist". Animal waste applied on grassed waterways shall be at agronomic rates
and 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 rums, 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
accessuble. Lagoon berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is terminated, the owner is resporwn'ble 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 permanent markers shall be installed to mark the top and bottom elevations of the temporary storage
(pumping volume) of all waste treatment Iagoons. 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. Soil tests shall be made every two years and a liquid waste analysis be taken at least twice each year consistent with
waste utilization plan. Poultry Iitter shall be tested prior to application. Soil and waste analysis records shall be kept
for five years.
23. Dead animals will be disposed of in a manner that meets NC regulations.
MRCS, NC
NNE, 1996

North Carolina Agricultural Extension Service
Agri -Waste Management
Biological and Agricultural Engineering North Carolina State University
LIVESTOCK WASTE SAMPLING, ANALYSIS AND CALCULATION
OF LAND APPLICATION RATES
James C. Barker*
1. 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
B. Liquid Manure Slurry
i. Under -slotted -floor pit
a) Extend a'/z" 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'/. 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.
b) Take subsamples 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

Il. SAMPLE PREPARATION AND TRANSFER
A. Place sample into an expandable container that can be sealed. Rinse residues from container with
clean water but do not use disinfectants, soaps, or treat in any other way.
B. Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
C. Hand -delivery is most reliable way of sample transfer.
D. If mailed, protect sample container with packing material such as newspaper, box or package with
wrapping paper, and tape.
E. Commercial sample containers and mailers are also available, Contacts:
1. A& L Eastern Agricultural Lab, Inc.
7621 Whitepine Road
Richmond, VA 23237
Ph: [phone]
2. Fisher Scientific Co.
3315 Winton Road
Raleigh, NC 27604
Ph: [phone]
3. Polyfoam Packers Corp.
2320 S. Foster Avenue
Wheeling, IL 60090
Ph: (3I2) 398-0110
4. NASCO
901 Janesville Avenue
Fort Atkinson, W153538
Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
G. The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Department of Agriculture
ii. Agronomic Division i
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P. O. Sox 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Ray Campbell
iii. Forward $4 along with the sample
iv. Include the following identification information with sample:
a) Livestock species (dairy, swine, turkey, etc.)
b) Livestock usage (swine -nursery, finishing, turkey -breeders, 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)
v. Routine analyses performed on all samples: N, P, K, Ca, Mg, Ma, S, Fe, Mn, Zn, Cu, B
vi. Additional analyses performed upon request: DM, Mo, Cd, Ni, Pb

KEEP THIS WITH YOUR CERTIFICATION AND OTHER WASTE
MANAGEMENT RECORDS
Before the' end of 1996, all Carroll's company farms and grower
farms will have a new addition in their waste treatment lagoons
a LIQUID LEVEL INDICATOR. Though simple in design, this tool
will go a long way in assisting all of us to better manage the
liquid level in our lagoons.
1. SHOW THE MAXIMUM LIQUID LEVEL (this is the top pipe and is
located below the 1 foot freeboard and 25 year 24 hour storm).
The newer indicators are painted red down to the maximum
liquid level. If the liquid is in the RED, the farm is out of
compliance.
2. SHOW THE HALFWAY POINT (this is the middle pipe and is 1 foot
below the maximum level and 1 foot above the minimum or stop
pumping level). Waste management operators are encouraged to
utilize this level for pumping during the spring and summer
months. This will allow extra storage for periods of wet
weather or extremely heavy rains.
3. SHOW THE MINIMUM LEVEL (stop pumping). This pipe will be 2
feet below the start pumping elevation for most lagoons.
-F Irrigating below this level will reduce waste treatment
} and can result in odors and less breakdown of solids. It is
strongly recommended that all farms be at this level when
going into the winter months.
Like many other management tools, the liquid level indicator is
no better than the person who uses it.. If even one spill can be
prevented, this effort will be worthwhile for the industry.
MAXIMUM LIQUID LEVEL START PUMPING
HALFWAY LIQUID LEVEL USE THIS LEVEL FOR BEST MANAGEMF,N7
MINIMUM LIQUID LEVEL STOP PUMPING

System Calibration
information presented in manufacturer's charts are based on average operation
conditions with relatively -new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason-t 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 scale from which to read the application amount
without having'to'perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction of
pull. Set out collection containers 25 feet apart along the transect on both sides of
the gun cart, You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead Swine production Vegetative or wooded buffers;
9'0' Recommended best management practices;
91" Good judgment and common sense
Animal body surfaces Dirty manure -covered animals 07 Dry floors .
Floor surfaces Wet manure -covered floors Slotted floors;
D" Waterers located over slotted floors;
0 Feeders at high end of solid floors;
lK Scrape manure buildup from floors;
0 Underfloor ventilation for drying
Manure collection pits • Urine; Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
0 Underfloor ventilation
Ventilation exhaust fans Volatile gases; Fan maintenance;
Dust 12"'Efficient air movement
Indoor surfaces Dust la' Washdown between groups of animals;
0 Feed additives;
O . Feeder covers;
Fr Feed delivery downspout extenders to feeder
covers
Flush tanks
Agitation of recycled lagoon
0 Flush tank covers;
liquid while tanks are filling
0 Extend fill lines to near bottom of tanks with
anti -siphon vents
~Underfloor
Flush alleys
• Agitation during wastewater
_
0 flush with underfloor ventilation
conveyance
Pit recharge points
0 Agitation of recycled lagoon
Extend recharge lines to near•bottonT of pits
liquid while pits are tilling
with anti -siphon vents
Lift stations
• Agitation during sump tank
0 Sump tank covers
filling and drawdown
Outside drain collection Agitation during wastewater 0 Box covers
or junction boxes conveyance
AMOC -November 11, 1446, Page 3

1 .
Source Cause BMPs to Minimize Od6r Site Specific Practices
End of drainpipes at • Agitation during wastewater Extend discharge point of pipes underneath'
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; Proper lagoon liquid capacity;
• Biological mixing; Q' Correct lagoon sump procedures;
• Agitation D, Minimum su face' area=to-volume ratio;
L" Minimum agitation when.pumping;
© Mechanical aeration; .
❑ Proven biological additives
Irrigation sprinkler • High pressure agitation; Er Irrigate on dry days with little or no wind;
nozzles . Wind drift 91 Minimum recommended operating pressure;
Pump intake near lagoon liquid surface;
❑
: Pump from second -stage lagoon
Storage tank or basin
•
Partial microbial decomposition;
Bottom or midlevel loading;
surface
Mixing while filling;
Or" Tank covers;
•
Agitation when emptying
Cl
Basin surface mats of solids;
❑
Proven biological additives or oxidants
Settling basin surface
i -
Partial microbial decomposition;
❑
Extend drainpipe outlets underneath liquid
•
Mixing while filling;
level;
•
Agitation when emptying
❑
Remove settled.solids regularly -
Manure, slurry or sludge
•
Agitation when.spreading;
0
Soil injection of slurry/sludges;
spreader outlets
0
Volatile gas emissions
❑
Wash residual manure from spreader after use;
0
Proven biological additives or oxidants
Uncovered manure,
•
Volatile gas emissions while
❑
Soil injection of slurry/sludges
slurry or sludge on field '
drying :f`
❑
Soil incorporation within 4$ hrs.;
surfaces
,,
❑
Spread in thin uniform layers for rapid drying;
❑
Proven biological additives or oxidants
Dead animals
Carcass decomposition
Proper disposition of carcasses
Dead animal disposal
Carcass decomposition
❑
Complete covering of carcasses in burial pits;
pits
❑
Proper location/construction of disposal pits
Incinerators
Incomplete combustion
❑
Secondary stack burners
AN ` - November 11, 1996,
Page 4
ar`

Source Cause BMPs to Minimize Odor Site Specific Practices
Standing water around • improper drainage; GleGrade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads Farm access road maintenance
public roads from farm
access
Additional Information :
Available From :
Swine Manure Management; 0200 RuIe/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 103-83
NCSU-BAE
Calibration.of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU - BAE
Controlling Odors from Swine Buildings ; PIH-33
NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual
NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension
AMOC - November 11, 1996, Page 5

Insect Control Checklist for Animal Operations
Source Cause
BhM to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters Accumulation of solids
Flush system is designed and operated
sufficiently to remove accumulated solids from
utters as designed.
Remove bridging of accumulated solids at
_discharge
Lagoons and Pits • Crusted Solids
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 301/6 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 water's edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
ccumulation of decaying 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 Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
andlor providing adequate containment (e.g.,
covered bin for brewees grain and similar high
,iffoisture grain products).
M Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AN- - - November 11, 1996, Page I

Mortality Management Methods
r (check which method(s) are being implemented)
f�
i
❑ 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.
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)
December 18, 1996

IRRIGATION
DESIGN
CERTIFICATION
FOR
Hilton Monroe
Aug. 12, 1997
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 know
M,#pd belief.
CAFJ
O .• SS ,y
M. Floyd Adani�jy.E 4
License No. 12273
O YO RQP•�•
+r�+++r111110%

IRRIGATION SYSTEM DESIGN PARAMETERS
Land Owner/Operator Name
Address:
Telephone:
Date
Hilton Monroe County
Rt. 1, Box 139E
Clarkton, NC 28433
910 - 862 - 7675
TABLE 1 - . Field Specifications (1)
12-Aug-97
Bladen
Feld
Number (2)
Approximate
Maximum
Usable Size
of Feld (3)
(Acres)
Soil Type
Slope
N
Crop(s)
Maximum
Application
Rate (4)
(in / hr)
Maximum
Application
per Irrigation
Cycle (4)
(inches)
_ WUP
Tract Field
No. No.
Comments
1
14.2
NoA
1-2
Small Grain / Bermuda (!-lay)
0.5
1.3
4583 1
2
19.8
NoA
1-2
Small Grain I Bermuda (Hay)
0.5
1.3
4549 2
2
10.8
GbA
1-2
Com
0.5
1.3
10087 1
3
13.0
GbA
1-2
Small Grain / Com
0.5
1.3
4563 1
i
I
(1) Table 4s be completed in its entirely by Field Office personnel and forwarded to the Irrigation system designer.
(2) See aftKhW map provided by the Field Office for field location(s).
(3) Total field aceage.minus required buffer areas.
(4) Refer to N.C. Irrigation Guide, Field Office Techri=W Gurde, Section 1 & G. Annual application must not exceed the agronomic rates for the soil and crop used.
H

Date: 13-Aug-97
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of Equipment: Ag Rain Traveler Model 30 with Nelson 100 Gun
Zones (2)
within
Fields 1
Travel
Speed
ft / min
Application
Rate
in / hr
TRAVEL LANE
Wetted
Diameter
feel
Flow
Rate
m)
EQUIPMENT
SETTINGS
Wetted
Acres
Comments
Nozzle
Diameter
inches
Operating
Pressure
Gun si
Operating
Pressure
@ Reel(psi)
Arc
Pattern 3
Effective
Width ft
Effective
Len th ft
Hours per
Pull
1A
2.13
0.50
110
500
3.9
300
146
0.75
80
99
180
1.26
Run One Gun Ont
18
1.67
0.38
220
650
6.5
300
204
1.00
50
81
320
3.28
iC
1.67
0.38
220
650
6.5
300
204
1.00
50
81
320
3.28
ID
1.67
0.38
220
530
5.3
300
204
1.00
50
81
320
2.68
2A
1.67
0.38
220
830
8.3
300
204
1.00
50
81
320
4.19
28
1.67
0.38
220
770
7.7
300
204
1.00
50
81
320
3.89
2C
1.67
0.38
220
830
8.3
300
204
1.00
50.
81
320
4.19
2D
1.67
0.38
220
870
8.7
300
204
1.00
50
81
320
4.39
2E
1.67
0.38
220
500
5.0
300
204
1.00
50
81
320
2.53
2F
1.67
0.38
220
890
8.9
300
204
1.00
50
81
320
4.49
2G
1.67
0.38
220
420
4.2
300
204
1.00
50
81
320
2.12
3A
2.13
0.50
110
700
5.5
30D
146
0.75
80
99
180
1.77
Run One Gun ON
38
1.67
0.38
220
700
7.0
300
204
1.00
50
81
320
3.54
3C
1.67
0.38
220
780
7.8
300
204
1.00
50
81
320
3.94
3D
2.13
0.50
110
780
6.1
300
146
0.75
80
99
180
1.97
Run One Gun On)
(1) See attached map provided by the Field Office for field location(s). 47.52 = Total Eff. Wetted
(2) Show separate entries for each hydrant location in each field. Each entry is a separate zone. Acres
(3) Use the following abbreviations for various arc patterns: F (full circle), TO (three quarters), TT (two thirds), H (half circle), T (one third), O (one quarter).
May also use degree of arc in degrees.

Date: 12-Aug-97 's
TABLE 4 - Irrigation System Specifications
Traveling
Irrigation Gun
Flow
Rate of S rinkler m
408 2 x 204
Max.
Operating Pressure at Pump (psi)
124
Design
Precipitation Rate in/hr
0.38 - 0.50
Hose
Length ft
1000
Type
of Speed Compensation
Mechanical
Pump
Type PTO, En ire, Electric
Engine
Pump
Power h
50
TABLE 5 - Thrust Block Specifications (1)
Designer may provide thrust block details on separate sheet
LOCATION
THRUST BLOCK AREA (sq. ft.)
2" line
3" line
4" line
6" line
90 Degree Bend/
0.65
1.39
2.30
4.92
Dead End
0.46
0.98
1.60
3.48
Tee
0.46
0.98
1.60
3.48
45 Degree Bend
0.35
0.75
1.20
2.67
Ground Ent 2
0.86
1.81
2.90
6.40
(1) See USDA-NRCS field Office Technical Guide, Section IV, Practice Code 430-DD. .
(2) It is recommended that Ground Entry blocking be approximately 25% to 33% more than
that required for 90 degree elbows.

12-A497
IRRIGATION SYSTEM DESIGNER
Name: M. Floyd Adams
Company: M. Floyd Adams, P.E. -
Address: P.O. Box 1098, Kenansville, NC 28349
Phone: 910 - 296 - 1170
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block locations and buffer areas wher
applicable.
2. .Assumptiorjs- and computations for determining total dynamic head and -horsepower 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. Manufacturers specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturers specifications for the irrigation pipe and/or USDA - NRCS standard for Irrigation Water Conveyance. N.C. Field Office Technical Guide,
Section IV, Practice Code 430 - DD.
8. The Information required by this form are 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 of 50 feet wide or wider must be maintained between the limits of the irrigation system and all perennial streams and surface wat
per DEHNR - DEM Code section 15A NCAC 213.0200 - Waste Not Discharged to Surface Waters.

12-Aug-W
Narrative 'of Irrigation System Operation
According to the data fumished by the Owner(s) and.the affiliated companies the following is an overall description of the system to
include procedures of operation such as start-up, shut -down, winterization, and regular maintenance of the equipment.
This operation contains 6 buildings with a capacity of 5280 animals.
The annual plant available nitrogen (PAID) produced by this operation will be 12144* pounds.
This system is designed to effectively wet 47.5 acres of land. As usual, more land will be receiving water but is not counted as
total 'wetted acres".
This system contains 3970 LF of 6 inch PVC (SDR 21) with 11 hydrants.
There are 15 separate zones from these hydrants.
The system is designed to operate two (2) 3" hard hose travelers at the same time, (with the exception of the 180 arc zones).
Total volume to be pumped on an annual basis is 4,894,560 gals. The system as designed would be required to operate
25, eight hour pumping days per year.
Zones 1A, 3A„ and 3D are designed for 180 arcs. These pulls will require that operator use good judgment of soil moisture
conditions. Care should be taken to apply only when soil moisture levels are such that soil uptake is adequate to prevent runoff.
These zones require a nozzle change and a pressure increase. Due to these changes the operator can only run one zone at a time.
Care should be taken when starting the pump unit to allow all lines to fill slowly so as to allow the air to escape from the lines.
After this process, the motor rpm's should be slowly increased to obtain the desired system pressure. Failure to allow the entrapped
air to escape before increasing the motor speed may cause damage to the system.
Shut down procedures should be the reverse of start-up. The operator should slowly decrease the motor speed to idle and then
shut it off.
All regular and seasonal maintenance should be performed according to manufacturer's recommendations.
Pumps and travelers should be drained!prior to freezing temperatures.

12-Aug-97
IRRIGATION COMPUTATIONS FOR:
Hilton Monroe
PR = Precipitation Rate
Q = Flow Rate (gpm) 204
d = Diameter of Spray (ft 300
r = Radius 150
FORMULA,. 2
PR = 96.3 x Q 1(3.1416 x (0.9 x r) x 360 / u
EXAMPLE 2
PR = 96.3 x 204 / (3.1416 x ( 0.9 x 150 ) x 360 / u
PR = 0.34 x 360 1 u -
PR
In I Hr- __Arc _ (u)
0.34 360
0.38 320
TRAVEL SPEEDS:
Design Depth = 1.00 inch
S = Traveler Speed
Q = Flow Rate (gpm)
d = Application Depth (in
w = Lane Spacing (ft.)
1.605 Constant
EXAMPLE
S —
S=
1.605 x Q / ( d x w)
204
1
220
x 360 / u
1.605 x 204 / ( 1.0 x 220) x 360 1 u
1.49 x 360 1 u
-
Sneed Arc (u)
1.49 360
1.67 320

12-Aug-97
TOTAL DYNAMIC HEAD
(CALCULATIONS)
FI = Friction Loss
Q = Gallons per Minute
D = Pipe Size
L = Length of Line
c = Pipe Coefficient
MainAl.
Trayelor #1
408
204
6.1
2.810
2620
1000
150
150
FORMULA; 1.852 1.852 4 W58
FI = [0.2083 x (100 1 c ) - x (Q 1 D ) x (L1100)] x 0.433
EXAM 1wES—J-QLFrictIQn Loss: IA52 1.852 4.8858
FI = [0.2083 x (1001 150 } x ( 408 1 6.1 ) x ( 2620 / 100)] x 0.433
FI = 11.51 Main Line
1.852 1.852 4.8858
FI = - [0.2083 x (1001 150 } x ( 204 1 2.81 - ) 'x ( 1000 1100)] x 0.433
FI = 52.88 Traveler Hose
58 Incl 5 psi other losses
Traveler Oper. Press =
Traveler Hose Loss =
Main Line Loss = .
Elevation w/in Field =
Suction. Lift =
Fitting Loss =
Total Dynamic Head =
Head at Pump =
50 psi (from Chart)
58 psi
12 psi
10 ft.
5 ft.
0.3 ft.
126.14 psi
123.97 psi
2.31 Ft. of water per
Lb. of Press.

12-Aug-97
BRAKE HORSEPOWER
(CALCULATIONS)
BHP = Brake Horse Power (hp)
Q = Flow (gpm) 408
TDH = Total Dynamic Head (ft) 291.4
EFF = Efficiency of Pump 60%
BHP Q x TDH 1 ( 3960 x EFF )
EXAMPLE
BHP = 408 x 291.4 1 ( 3960 x 60% }
BHP = 50.0 HP
I

12 Aug-97
VELOCITY:
(CALCULATIONS)
V = Velocity (ft/sec)
Q = Flow Rate (gpm)
D = Diam. of Pipe (in)
EQF3MJL_ A;
2
V Q x0.408/D
EXAMPLES
Main V =
V =
Main #1 Traveler #J
408 204
5.99 2.81
2
408 x 0.408 / 6
4.64 . ft / sec

H
- '
CONCRETE THRUST BLOCKS:
(calculations)
Assumptions: 1) Thrust
blocking design pressure is assumed to be 150 psi.
2) Soil bearing'capacity is assumed to be 1500 pounds per square
foot.
3) Refer to
the attached Thrust Blocking sheet for multiplier.
For 6" PVC Pipe
90 deg elbow
49.2 x 150
- 7380/1500 -
4.92 sq ft
45 deg elbow
26.7 x 150
- 4005/1500 -
2.67 sq ft
Tee/Dead end
34.8 x 150
- 5220/ 1500 =
3.48 sq ft
Ground Entry
63.98x 150
= 9594/1500
6.40 sq ft
For 4" PVC Pipe
90 deg elbow
23 x 150
= 3450/1500 =
2.3 sq ft
45 deg elbow
12.4 x 150
= 1860/1500 =
1.2 sq ft
Tee/Dead end
16.2 x 150
= 2430/1500 =
1.6 sq ft
Ground Entry
28.8 x 150
- 4320/1500
2.9 sq ft
For 3" PVC Pipe
90 deg elbow
13.9 x 150
- 2085/1500 =
1.39 sq. ft
45 deg elbow
7.51 x 150
- 1126.50/1500 =
.75 sq ft
Tee/Dead end
9.80 x 150
-- 1470/1500 -
.98 sq ft
Ground Entry
18.07x 150
- 2710.50/1500 =
1.81 sq ft
For 2" PVC Pipe
90 deg elbow
6.45 x 150
- 968/1500
.65 sq ft
45 deg elbow
3.50 x 150
- 525/1500 =
.35 sq ft
Tee/Dead end
4.56 x 150
= 684/1500 =
.46 sq ft
Ground Entry
8.58 x 150
- 1287/1500 W
.86 sq ft

TAlt= 4-o1'1tRUST ZZA Ca NG AND ANCHORS FOR UNDERGROVN13 IRRIGATION t[IRLINs3
irb-'►
�Yqr� r
♦ tea% ♦ •�0'
Z/ ?0111
i •0
Stag 1. 14nitigitr the brr the appsopdate •aloe
drawn kt the foilowpna table to obAsht total tttsmt In N ablt
1'RLzjwlc THRUST FACTORS" t
pipe da• p•ad wed 9e 45, 22 W
ta. mm or too MGM Elbow Etbow
li4
48
L94
4.26
=6
1.16
2
so
4.56
6.4E
3AG
1.78
2%
73
4.85
9.40 •
510
2AO
3
69
990
139
7.51
192
3i4
102
129
' 181
991
499
4
114
16.2
23.0
12.4
6.31
6
141
24.7
36.0
149
9.63
6
168
34A
49.2
26.7
13.6
8
219
59.0
83.5
46.1
23.0
10
273
91.E
130.0
70.0
35.8
12 '
324
129.0
182.0
98.6
60.3
14
363
160.2
226.5
122.E
12.S
16
889
183.9
260.0
140.7
71.9
16
406
201.4
284.4
158.8
78.E
18
475
274.7
388.4
220.1
107.4
20
518
326.2
462.3
250.1
127.3
21
56a
381.8
5399
292.1
140.3
24
630
483-2
483.1
369.6
168.2
27
710
613.7
967.8
469.E
239J
•Based on thn"I pQ kpa (pd) pre•mr•
TBloeldnb far erase may not be aeedod with Song bawch !lnae.
Stow L Dotaesakw the beating strmgtb •t tit• •aft fsam dto table
beloen
3cARING STRINGTB or 30n4
So" and sat• band" fonds
lbIR2 kPa
Sonstd $hale
10 000 Soo
Cemented gavel and sad
dUncWt to pielt
4 000 200
Coarse and Aue Compact rind
3 000 150
Medhtm clay -can be spaded
2000 100
Soft •far
1000 so
muck
o a
Stop 3. Dh-Ads the tolel t wam obtained ba Stop 1 by the backs
atzeaM of the soil to set file $sea seeded, m2(tt2j.
SWC THRUST ALTlRNATWX PZOCB" V=
pip. sis•
We thraso-p•r dome• •
lb
N
1% 48
5.1
22.7
2 60
79
35.1
2% 73
11.E
61.6
3 89
17.1
781
3% 202
22.4
99.E
4 124 -
28.3
1259
5 141
4S.1
191.7
6 168
00.3
270.5
8 210
103.0
458.2
30 273
140.0
711.7
12 324
225.0
10004
14 303
278.2
2231.4
I5 199
329.6
1421.8
16 406
349.3
1563.7
18 475
417.3
2123.0
10 618
668.0
25289
21 540
665.E
2061.7
24 $30
$39.4
3734.E
27 710
1o66.s
4742.E
•84od on side thrtt•t per 689 k8a (100 psi) Ommure pe dem++
•td•deedow.
NOTE: ltultlplr side Shout from table b7 deae•a of deami1w
t m a kpa (pd) dfNded by 100 to obU t total dde Wr4at In N 016

CUMMINS
A LEADER IN DIESEL TECHNOLOGY
Performances shown are for cool
water, close -coupled electric
configuration with pacidng. Other
mounting styles or liquids may
require horsepower and/or
performance adjustments.
Feet x .305 - Meters
Inches x 25.4 s Millimeters
GPM x .227 » Cubic Meters/H_our
GPM x 3.785 - Uters/Minute
HP x .746 a KW
HP, efficiency and NPSHR are
for full diameter impeller only
i and may vary somewhat for less
4 than full diameter impellers. See
fixed speed curves for more
exact data at various speeds
and 'impeller diameters.
Water pumping hp estimating-chartf
?Ire,
? NVs inc.
Az�
Model 3HA
M013EL
V� " kv ccO
�HA
„0" a k"ftft"RKW8
SWGLE¢°"'°
vM
•
Hp
T"
MM
HO
Tdm
fWM
HO
T*n
WM HO
Mm
FLo W
C
1S22
14.01r
2=
220
D
522
13.9r
1800 E
2000
1Tm
52?
13.01,
Iwo
law
,O52,rd.
B
,s2'
1.12
i
0
24W12
2.81'
2200
1282
200
'Available -In Canada and U.S.
The intersection of the row (total head) and column (gallon per minute) shows the engine horsepower requirement.
tAssumes 75% overall system efficiency, Including pump, gearnead, and shaft. GPM x head in feet
"Total head = Depth to pumping level plus pressure head. (1 psi = 2.3 ft.) HP — 3960 x systnm nftlr.fnnev

707 S. Schrader Ava..P.O. Bo; 290. Havana.++. 6I644
Phone [phone] Fax 309IS43-4945
IMF
�. _1.
------------------=-----=-------------------------- ,---------=----:--=--==-----=--=== -----
1(02)
300/1000' ATER-REEL PERFORMANCE
NELSON.
----------------------_--------.-----
; SPRINKLER ; SYSTM ;
IRRIGATED
SR100
; PERFORMANCE ; INLET ;
AREA
1----w
& NOi:
----------
; PSI ; GPM 1 DIA ;
PSI ; WIDTH
X
LHGTH ;
'
40
r
.712'
----- ---------------_-_----_
--
1 50 ; 7..4 .1 225 ;
67 ;
158
X
r
1079 1
----_
1.0
Ring
; 60 ; 81 1 240 ;
79 ;
168
X
1084 ;
1.0
1 or .60
; TO ; 88 1.250 ;
90
175
X
1088 1
1.1
Taper
------------------------
; 80 ; 94 ; 260 ;
101 ;
182
X
1091`i
1.1
1 .768"
---------------_-..-____-_____
1 50 8T 1 235 1
70 _1
165
X
1082 `1
1.1
Ring
; 60 ; 96 ; 250 ;
82 :
175
X
1088 ;
1.2
or .65'
; 70 ; 103 ; 263 ;
93.11
184-
X
1092 ;
1.2
Taper
----------
; 80 1 110 ; 273 ;
-------__
105 1
191
X
1096 ;
1.2
.812'
; 60 1 110 1 260 ;
85 1
182
X
1091 ;
1.3
}:
1 or .7'
; 70 1 120 1 275 ;
'98 ;
193
X
1096 ;
1.3
Taper
1• 80 1 128 1 285 1
116 ;
200
X
1100
1.4
----------
--------------- ----
--------------------_---__
.857'
1 60 1.126 1 270 1
89 1
.189
X
1095 ;
1.4
or .75'.1
70 1 136 1 283.1
102 1
198
X
1099 1
1.4
Tapef
1 80 1 146 1 295 1
116 1
207
X
1103 1
1.5
i +...---------------------
-----------
-
--------
--------
--
1 .895
1 60 1 143 1 280 1
95 1
196
X
1098 1
1.5
1 or .8
; 70 1 155 1 295 1
109 1
207
X
1103 1
1.6
Taper
1----------------------------------------------------------
; 80.1 165 ; 305 ;
122 ;
214
X
1107 ;
1.6
1 .927-
1 60 1 164 1 288 1
102 1
202
X
1101 1
1.7
1 or .85'
1 70 , ZIT 1 302 1
11f 1
211
X
1106 1
'1.8
1 Taper
1-____--r-__-
1 80 1 189 1 314 1
--------------------------
131 1
220
w_.._____-_.....__«
X
1110 1
1.8
1 1.0"
1 50 1 204 1300 1
108 1
210
X
1105 1.
2.0
1 Taper
1 60 1 224 1. 316 1
127 1
221
X
1111 1
2.1
70 1 243 1, 338 1 .
146 1
237
X
1118 (.
2.2
•i� �fee:.
1
1---��iA�.._-..._-_mod_....-��______,
_�,
HOURS FOR
1000 FEET OF
TRAVEL:,'
25.0
is
Notes':
Sys teil-nilet'`prssacra
will be
approx
10 PSI
lower
-w:
Turbine drNes will have higher pressure lasses
ai
-
x The precipitation
rate is , in
inches per hour
and is
base(
300 feet
per hour aay be passible with the
engine
drive
i
INCHES DEPTH OF APPLICATION 1320= '
j------------------------------------1DGRE
RAVEL SPEED - FEET PER HOUR ;PRE- ,
----------...---------- 1CIP
50 1 75 1 100 1 150 1 200 1 300 ;RATE '
-----l-----_---------------------- ----
_ r
0.8 ; 0.5 1 0.4 1 0.3 ; 0.2 1 0.1 10.24 1
6.8 ; 0.5 1 0.4 ; 0.3 ; 0.2 1 0.1 10.23
0.8 i 0.6 1 0.4 ; 0.3 ; 0.2 ; 0.1 :0.23
0.9 ; 0.6 ; 0.4 ; 0.3 ; 0.2 ; 0.1 10.23 1-
- .--------- ----- ---------------;-----�
Q.9 ; 0.6 ; 0.4 1 0.3 1 0.2 ; 0.1 10.26
0.9 1 0.6 ; 0.5 1 0.3 1 0.2 1 0.2 10.26
0.9 ; 0.6 ; 0.5 ; 0.3 ; 0.2 ; 0.2 10.25
1.0 ; 0.6 ; 0.5 ; 0.3 ; 0.2 ; 0.2 10.25
-- -------------------------
1.0 1 0.7 ; 0.5 1 0.3 1 0.3 1 0.2 10.27
1.1 1 0.7 ; 0.5 1 0.4 1 0.3 1 0.2 10.27
1.1 1 0.7 ; 0.5 1 0.4 1 0.3 1 0.2 10.26 ,
----------------------------------------1
1.1 1 0.7 ; 0.6 1 0.4 ; 0.3 1 0.2 10.29 1
1.2 1 0.8 1 0.6 1 0.4 1 0.3 1 0.2 10.26
1.2 1. 0.8 1 0.6 1 0.4 1 0.3 1 0.2 10.28 1
--
----------------------------= r---_-+
r r
1.2 1 0.8 1 0..6 1 0.4 1 0.3 1 0.Z 10.31 1
1.3 1 0.8 ; 0.6 1 0.4 1 0.3 1 0.2 10.30 1
1.3 1 0.9 ; 0.7 ; 0.4 1 0.3 1 0.2 10.30 1
--------------- ---------------------r-----r
r r
1.4 1 0.9 1 0.7 1 0.5 1 0.3 1 0.2 10.33 1
1.4 1 0.9 1 0.7 1 0.5 1 0.4 1 0.2 10.35
1.4 1 1.0 1 0.7 1 0.5 1 0.4 1 0.2 10.32
1.6 1 1.1 1 0.8.1 0.5 1 0.4 1 0.3 10.38
1.7 1 1.1 1 0.9 1 0.6 1 0.4 1 0.3 10.38
1.7 1 1.2 1 0.9 1 0.6 1 0.4 1 0.3 10.36 1
20.0.1 13.3 110.0 1 6.7 1 5:0 1 3.1 1
for engine driven oachines.
the higher speeds.
an a sprinkler arc of S20 degrees.
ersion only.
--------------------------------------------------------11 --------------------------------------------- .

MAPS

1
1 O M b" d,41 0- vt
IF' t So
CARROi_I-'S �N OD 83198C J 0� 4t
WARSAW,
irrigation Pian Lay a�-F
S ac+7K s
Farm Name:r:�tQh_...L`'iar►t-oe....... _............. .
Designed By: w, i4, M44 ead_ ate:
Approved By:
I t Date: *T/Q,177
Date:
I nstOed B :

TO
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CARROLL'S FOODS, INC. M o-A
WARSAW NC 28398 � of `�
Irrigation Plan — F'ie )Js � fiyc�t-ants
Farm Name: Nr marl . Mon t ae,
Designed By: Wt Ntc ca_d. Date: 8 f 0 _ ...
Approved By: r`( �� Date: 511tyl
InstaNed B : Date:

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rInstalled BY: Data,

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CARROLt_'S FOODS, lNC. M
WARSAW, NC 28398a
irrigation Plan Bloc.lcs
Farm Name: 9 -.0 _r)-.._. ont-oe .... .... --- -----
Designed By: w,-r`�,. Ntccd......Date:
Approved By: /`(�- Pate: Wg17
Dale:
Installed B :

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Crossroads
ern
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f. \` CARROLLIS FOODS, INC.
WARSAW NC 28398
I' '•.�' 1a1 ` � Project: rM.u•
JVAK � M
m i Drawing: v 5 -7aPo MAC
• _ _ -- _ k, %� Location: �r
Engineer:
toy, Owner. ,4�i�rs eve° r
l! Scene.
too Pre areC� B s`
o ELKTOM 2.5 MI. 721 35. 722

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NDA :(G CARROLUS FOODS, INC.
WARSAW, NC 28398
A�Le �Al- �SM AMN46---
PuA N6A Drawing: llleC5 —70/45 A11410
wa Ln Location: 4&AV&4 01PONry
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Owner: 41147-Z,4
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09/19/1996 15:59 910-862-6766 BLADEN CO EMERGENCY PAGE 03
a, SEP 19 .196 .82:16PM
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CLARK
CROSSROADS
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LISBON
CARROLL'S FOODS, INC.
WARSAW NC 28398
Project: A41m c. Wok-sm mAmAsrpm eT" _
Drawing: Nc3n boa Man
Location: Bc.•+Dcr�._
Engineer:
Owner: 11mg��e�,w,� —
Scale. I" ='Zoaa
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x 42.3cc x 4 _ 41.0
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APPROXIMATE
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ITCH 1 1
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A TOPOGRAPHIC SURVEY FOR
OLL'S FOODS, INC. CONTRACT GROWER
HILTUN MONROE
BLADEN COUNTY, NORTH CAROLINA
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M. SHELTON 8 ORDEA UX, RLS L-2947
HARRELLS' NORTH CAROLINA
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"tV CARROLL'S FOODS, INC.
WARSAXY, NC 28398
Project: AkcI,CAC laar� G �w
Drawing: �1-R�ac AP
3 4�7439b s G• T M
• �j .7: g r 1 `� Location: Bc Ane CD • .
.. Engineer:
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'�; Owner: u�LTdlr1 MoljtRo�
Scale: 11 o
PreDared Bv: -Nr..,"n 1-i,oAc.�a q/y�aG