710028_HISTORICAL_20171231

NUH ! H UAHULINA
Department of Environmental Qual

k/ Xrl-, --
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/identifier (ID): 71-28 F.N 1
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 16.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 20.0 inches
c. line b - line a (inches in red zone) = 4.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 24,336 ft2
e. line c112 x line d x 7.48 gallonslft3 60678 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 19,048 ft3
h. current herd # 2600 certified herd #1 2600
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4, Total PAN to be land applied during draw down period
I. current waste analysis dated 1 7/7/2015
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
19048 ft3
® ft3
15,400 ft3
42945 gallons
0.90 Ibs11000 gal.
93.3 lbs. PAN
PoA (30 Day) 2121100

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: Lagoon
line m =
93.3 lb PAN
2.
Structure ID: 71-28 FN2
line m =
lb PAN
3.
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n.lines I+2+3+4+5+6= 93.3lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r, acres
S. remaining IRR
2 PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
u. application window'
3157
3A
Wheat
3.64
144.00
524.2
3B
Wheat
2.92
144.00
420.5
4A
Wheat
4.30
144.00
619.2
48
Wheat
2.66
144.00
383.0
5
Wheat
3.88
144.00
558.7
6
Wheat
3.96
144.00
570.2
7
Wheat
2.91
144.00
419.0
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 3494.9 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 93,3 lb. PAN
PoA (30 Day) 2/21 /00

x. Crop's remaining PAN balance (line v from section III) = 3494.9 lb. PAN
y. Overall PAN balance (w - x) _ -3402 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facility.
POA was created on 10/5/2015 by Sam Edwards, Environmental Specalist DSWC.
PoA (30 Day) 2/21/00

A v.
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 71-28 FN2
2. Current liquid volume in structural freeboard
a. current liquid level according to marker
b. designed structural freeboard zone
(Normally 12 inches or greater)
c. fine b - line a (inches within structural freeboard) =
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c/12 x line d x 7.48 gallons/ft3
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
g. volume of waste produced according to structural design
h. current herd # 1 22001 certified herd #1 2600
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 5 days/line f =
4. Total volume of waste to be land applied during 5 day draw down
I. total volume to be land applied line e + line k =
12.0 inches
19.5 inches
7.5 inches
23, 876 ft'
111520 gallons
180 days
495720 ft3.
419455 ft3
®ft3
15167 ft3
90305 gallons
201925 gallons
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below)
PoA (5 Day) 2/21/00

f it
II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1.
structure ID: 71-28 FN2
line I =
201925 gallons
2.
structure ID:
line I =
gallons
3.
structure ID:
line I =
gallons
4.
structure ID:
line I =
gallons
5.
structure ID:
line I =
gallons
6.
structure ID:
line I =
gallons
n.lines 1+2+3+4+5+6=
o. line n 127154 =
201925 gallons
7.44 acre -inches
Ill. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD1,2
'While this section deals with hydraulic loading capacities, applications cannot exceed
agronomic rate for receiving crop according to its certified waste plan.
2Fields with no remaining PAN balance, no receiving crop, and/or completely saturated are
not considered available to receive waste.
p. tract #
q. field #
r. soil type
s. crop
t. acres
u. remaining
IRR-2 PAN
balance
v. maximum
application rate
(in/hr)
W. maximum
application
amount (inches)
3157
3A
NoB
Wheat
3.64
144
0.4
.5-1
313
NoB
Wheat
2.92
144
0.4
.5-1
4A
NoB
Wheat
4.30
144
0.4
.5-1
4B
NoB
Wheat
2.66
144
0.4
.5-1
5
NoB
Wheat
3.88
144
0.4
.5-1
6
NoB
Wheat
3.96
144
0.4
.5-1
7
NoB
Wheat
2.91
144
0.4
.5-1
x. total acres available during 5 day draw down (sum of column t) = 24.27 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
y. line o = 0.31 inches per acre to be applied within 5 days
PoA (5 Day) 2/21/00

line x
If unable to land apply hydraulic load listed in line y, list course of action here including pump
and haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options,
recaicuiate new n araunc ioad nasea on new intormation.
Pump and haul may is needed due to irrigation system on the farm can not be used due to wetness of the
fields.
Plan to land aDDly hvdraulic load:
lescribe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
equipment mar sown in tieia; "tratticamirty- across soils; will sous a
Fields are wet and irrigation equipment can not be used.
2. Date and amount of last rainfall event?
DATE: 1 10/04/15 AMOUNT: 1.50 inches
3. Dates of last waste application event per field:
07/2015
4. Given optimum soil and weather conditions, is irrigation equipment capable of applying the volume in
line "n" at appropriate seasonal (i.e. winter) application rates within 5
yes, if soil conditions allow it
le for next 5 days - include daily schedule; proposed application rates and am
per irrigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to
meet proposea cnan es in application rates and amounts& and any other intormation for consideration.
Smaller rings and short application times will be used with faster travel speeds. Pump and haul may be used or
Aeroway system used to land inject
Completed by Sam Edwards 10-5-15
PoA (5 Day) 2/21/00

a.D 3n 44a(
P(OK) Q t"010-
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 71-28 JP1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 20.0 inches
c. line b - line a (inches in red zone) = 2.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 24,336 ft2
e. line c/12 x line d x 7.48 gallons/ft3 30339 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 19,048 ft3
h. current herd # 1000 certified herd #1 2600
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 4/19/2013
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
7326 ft'
�ft3
15,400 it
28332 gallons
1.55 Ibs/1000 gal.
90.9 lbs. PAN
PoA (30 Day) 2/21 /00

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES
FOR FACILITY
1.
Structure ID: Jimmy Peay 1
line m =
90.9 lb PAN
2.
Structure ID:
line m =
lb PAN
3.
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n.lines 1+2+3+4+5+6= 90.9lbPAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
I. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x a
u. application window'
3157
4A
Corn
4.30
93.00
399.9
March - Jul
3157
4B
Corn
2.66
98.31
261.5
March - Jul
3157
3A
Corn
3.64
89.40
325.4
March - Jul
3157
36
Corn
2.92
118.00
344.6
March - Jul
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) 1331.4 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 90.9 lb. PAN
PoA (30 Day) 2/21/00

. . l
x. Crop's remaining PAN balance (line v from section III) = 1331.4 !b. PAN
y. Overall PAN balance (w - x) -1241 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facility.
This POA was compiled by John College - DSWC-NCDA&CS on 6/26/2013.
PoA (30 Day) 2/21 /00

Ala=,..�
HCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
May 20, 2011
James M. Peay
James Peay Nursery 1 & 2
4234 Little Kelly Rd
Rocky Point, NC 28457
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS710028
James Peay Nursery 1 & 2
Animal Waste Management System
Pender County
Dear James M. Peay:
The Division of Water Quality (Division) received your sludge survey information on April 25,
2011. With the survey results, you requested an extension of the sludge survey requirement for
the two lagoons at the James Peay Nursery 1 & 2. Due to the amount of treatment volume
available, the Division agrees that a sludge survey is not needed until 2013 for both lagoons.
The next sludge survey for the two lagoons at this facility should be performed before December
31, 2013. Thank you for your attention to this matter. Please call me at [phone] if you
have any questions.
Sincerely,
BY:MAY 24 2011
Miressa D. Garoma
Animal Feeding Operations Unit
CC'. Wilmington Regional Office, Aquifer Protection Section
Permit File AWS710028
1636 Nail Service Center, Raieiah, Nogh Carolina 27699-1636
Location: 272E Capital Blvd.. Raleigh, North Carolina 27604
Phone: 91fi-733-3221 1 r AX 919-71, -05681 Customer Service, 1.677-u23-5748
irnemet: www.ncwaterouaky.org
Nne
o�iiCaz'oiina
Natwrally
4a al Gpocrrunity 5 Afrrmaove Acunu Emowver

A !J S '] l. o o 2,S
A27ZHAL WASTE HMIAGEHENT PLA2i CERTIFICATION FOR NEW OR ESPANDED FEEDLOTs
Please return the campietad'form to the Diviaian of Environmental HanaQement at
tha addrosn on the rayerra side of thin form.
Name of farm -(Please print);
Address
Phone No. { jau-2-ul -
County:
Farm location: Latitude and^ Longitude:3.1°26'_AOy-17°-57'38"recru ired) . A1s?RECEWED/DENR/DWQ
please attach a copy of a county road map with location identified. AQUIFFR'PR()TH Tf()t�SFC Type of operation (swine, layer, dairy, etc.): Swine T1OH
Design capacity (number of animals): MAR{j
Average size of operation (12 month population avg.): fYf ���p
Average acreage needed for land application of waste (acres)t Z z J
-==­aaRA.sC=pag9ROasaP.Ca¢..aa..s.iL-..wwsa=u-3= aiC6aaR%MC.daRRapO�
Technical Specialiat Certification
As a technical specialist designated by the North Carolina Sail and Water
Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA --Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 1SA NCAC 2H.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria -have —been '
riteria have -been. verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party); access
or ownership of proper waste application equipment; schedule ,for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stor�mwater runoff events less severe than the 25-year, 24-hour
storm.
Name of Technical specialist (Please Print): M. Kevin Weston
Affiliation h
Address (Agency) : PO_Box_759 _RQse FILE NC 284-S8 Phone No. (910) 28c) -2111—Eft. 592
Signature:_ ...,� _ — Date:_-
==a_=t =a a a=a. z[=aaa cPa RCaa LiAa'�p Ok�TRe � N 3a� a9 4.. .rIIastwaa,�lA ..=A Q'j t6 � Fi LC� _:. �:�bZ
Owner/Haaagar Agreement
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 additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. S (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 2S--year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
Nama of L Owner (Please Print): JameS M.Peay _
Signature: � __— - _. Date:
Name of er, if different from owner (Please print):
Signature: — __ _ Date:
Rote: A change in land ownership requires notification or a
(if the approved plan is changed) to be submitted to
Environmental Management within 60 days of a title transfer.
DEM USE ONLX:ACNEW#
new certification
the Division of
M00202091166

Animal Waste Management Plan Certification
. (Flease type or print all information that does not require a signature)
General Information:
Name of Farm: Jimmy -Poay [Nursery #2 __ _ Facility No:
Owner's Name: James M.--PeeryL Phone No:
Mailing Address: 4234 Little Kell Rd. Rock Point NC 28457
Farm Location: Fourteen Digit Hydrologic Unit:0303000,71 30040
Latitude and Longitude: County: Pender
Please attach a copy of a county road map with location identified and describe below
(Be specific: road names, directions, milepost, etc.): From Rose Hill,_ take hwy 117 S
through Burcgaw to Ashton Crossroads, turn right onto - sr 1411, go to stop
Operation Description: Sign turn left onto Little Kelly rd, go 2.6 miles to farm
Type of Swine No of Animals Type of Poultry No of Animals Type of Cagle No of Animals
- Wean to Feeder 2600 _ Layer _Dairy
Feeder to Finish Pullets _Beef
Farrow to Wean
Farrow to Feeder -
_ Farrow to Finish Other Type of Livestock: Number of Animals:
sxpandtng Operahan Only
L,E
nd E
.:.... : �;:. (Date..ozl.whxcli farzn,appi.;ed for registration) .;
Acreage Available for Auvlication: 37 Reauired Acreage:. 1 5 '
Number of Lagoons/Storage Ponds: _ Total Capacity: 1 d 3 9 0 0 ' :Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or (please circle -one)
Owner /Manager, Agreement .
I (we) verify that all the above information incorrect 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. l (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 DEM. or a new certification (if the approved
plan is changed) within 60 days of a title transfer.
Name of La wrier: ame
Signature:
Name of Man ger (if differ ent from ner):
Signature:
AWC -- April 24, I996
Date: _ZZ__
Date: _
M00202091171

Technical Specialist Certification
I As a technical specialist designated by North Carolina Soil and Water Conservation Commission
pursuant to I SA NCAC GF .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 (MRCS) and/or the North Carolina Soil and Water
Conservation Commission pursuant to 15A 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 parts for which they are technically competent.
II..Certlf catlorr- of Desjgn
A) Collection, Storage, Treatment System
Check the appropriate box
❑ Existing facility.without-retrofit' (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent
with waste utilization requirements.
ger New, expanded or retrofitted facility (SD) .
Animal waste storage and treatment structures, such as but no limited to collection
systems, lagoons and ponds, have been designed to meet or exceed the minimum
standards and specifications.
Name of Technical Specialist (Please Print). J. Neal Tucker
Affiliation:1 t by Family Farms
Address (Agency):P.O Box 759 Rose Hill; NC
Signature: . 284 58
Phone N
Date: I];
B) Land Application Site_(W[TP)
The plan provides for minimum separations (buffers); adequate amount of land for,
waste utilization; chosen crop is suitable for waste management; hydraulic and,
nutrient loading rates.
,. �S R
a hAC
14985 ?
F'yGtNEt
Name. of Technical Specialist (Please Print): M. Kevin Weston
Affiliation: Murphy Family Farms _
Address (Agency): P.O. Box 759 Rose Hill, NC Phone No.:- ('910) 28976419 1�. 4629
Signature: _- 7Jl - 2✓- 28458 Date: /z 3o/9rr
C) Runoff Controls from Exterior Lots
Check the appropriate box
eFacility without exterior lots (SD or WUP or RC)
This facilitydoes not contain any exterior lots.
❑ Facility with exterior lots (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 MRCS.
Name of Technical Specialist (Please Print): M. Kevin Weston
Affiliation: Murphy Family Farms
Address (Agency): P.O. Box Rose Hili,Phone No.: ( 91 fl) 28976439 E5c . 4624
Signature: - !_ .: � 2845 Date: . /t/n.,/9F
AWC--April 24, 1996
M00202091172

-.i
D) Application and Handling Equipment
Check the appropriate box
VExistinst facility with existing waste application equipment (WUP or 1)
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).
B' New or expanded facilit • or existing facility without existing waste application
equipment (1)
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 specked hydraulic or nutrient loading rates; a schedule for
timing of applications has been established; required buffers can be maintained;
calibrations and adjustment guidance are contained as part of the plan). ,
"� � •T1�1/ifK� i�vTl� P�S'�'a� n�4.! dry-t..yetfan-% SVS'I�+'►r.
Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency): P, i��x 75�`+ ,E s�- t1.?I L', Phone No.: -
Signature: Date: 1.4 4a7 56
Ill. Certrfrcat(on oflnstallation
A) Collection, Storage Treatment Installation
New, ex anded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but no limited to
lagoons and ponds, have been installed in accordance with the approved plan to'
meet or exceed the minimum standards and specifications.
For exis&W facffi es without retrofits, no cerfirication is necessary.
Name of Technical Specialist (Please Print): J. Neal Tucker
Affiliation: M h Family Farrns
Address (Agency):P C• BQx 759 Rose Hill, NC Phone No.:(910). 28- 9 Ext. 4717
Signature: 28458 Date: �?��'�_ - ` %,,``�`�`�,",n,
`oP•(N CARO,
•Z►ES3/py
9
S1_Al_ `•
14985
F
AWC -- April 24, 1996 %ayFAE k,V6� �,`•
M00202091173

B) band Application Site (WUP)
Check- the appropriate box
B" The cropping system is in the place on all land as specified in the animal waste management plan.
0 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
(month/day/year); the proposed cover crop is appropriate for compliance with the waste
utilization plan.
❑ Also check this box if appropriate
if the cropping system as specified in the plan can not be
established on newly cleared land within,30 days of this
certification, the owner has committed to establish an
interim crop for erosion control;
Name of Technical Specialist (Please Print): M. Kevin Weston
Affiliation: .Murph r-Family Farms
Address (Agency) :P.O. Box 759 Rose. Hill, NC. 28458 Phone -No.: (910) 289--6489 Ext. • 4629
Signature: Date:
This following signature block is only to be used when the box for.conditionai approval in III. 8 above
has been checked.
I (we) certify that I (we) have committed to established the cropping system as specked 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 wilt subject me .(us) to an enforcement
action from DEM.
Name of Land Owner:
Signature:
Name of Manager (if different from owner):
Signature:.
Date:,
Date:
Q Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and
heavy use areas have been installed as specified in the plan.
For fbcMies without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation: .
Address. (Agency): Phone No.:
Signature: Date:
AWC -- April Z4, 1996
4
M00202091174

D) Application and Handling Equipment Installation (WUP or.1)
Check the npproprlate block
VIIIAnimal 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. c.Irex ccA -,,A r«1_
13 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.
B' Conditional approval: Animal waste application and handling equipment specified in the
plan has been purchased and will be on site and installed by
APrn i So, 119 -7 (month/day/year); there is adequate storage to
hold �ihe 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 haya been provided to the owners and are contained as part of the
plan. b ry - KyA. ^A- -s
Name of Technical Specialist (Please Print): IJF-srov
Affiliation: mmgpwr A'f en"!r _
Address (Agdncy):P.O. Ugh, 7-el &se A-,r NC 7-q f2? Phone exr yiz 9
Signature: ,W- 46sgfi�- __- Date:
The following signature block is only to be used when the box for conditional approval in III 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 certification is, a violation of the
waste management plan and will subject the (us) to an enforcement action from DEIVI.
Name of Land Owner:
Signature
Name of Manager (if di££erent from owner):
Signature:
Date:
Date:
Please return the completed form to the Division of Environmental Management at the following
address:
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Water Quality Section, Compliance Group
P. O. Sox 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 Iocal Soil and Water Conservation District Office and to keep a copy in your files with y9ur
Animal Waste Management Plan.
AWC --- April 24, 1996
M00202091175

On^s%;,f�'�rC��?Ys41 7.� t�1�''E't,� �", 1;r ► - T ✓1R:
� n . • '', 'tit � t-�,�vv
1. M00202091176

iperator:JIMMY PEAY County: PENDER
Date: 06/17/94
fistance to nearest residence (other than owner):
4500.0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs.
=
0 lbs
• 0 sows (farrow to feeder) x 522 lbs.
=
0 lbs
0 head (finishing only) x 135 lbs.
=
0 lbs
0 sows (farrow to wean) x 433 lbs.
-
0 lbs
2600 head (wean to feeder) x 30 lbs.
-
78000 lbs
Describe other
0
Total Average Live Weight =
78000 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1
CF/lb. ALW
Volume = 78000 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
240.0
Inside top width (feet)-----------------------
110.0
Top of dike elevation (feet)-----------------
100.7
Bottom of lagoon elevation (feet)-------------
90.7
Freeboard (feet)---------------------------------
1.0
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 3.0 234.0
104.0
9.0
AREA OF TOP
LENGTH * WIDTH =
234.0 104.0 24336 (AREA OF
TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
180.0 50.0 9000 ( AREA OF
BOTTOM)
AREA OF MIDSECTION
LENGTH • WIDTH * 4
207.0 77.0 63756 (AREA OF
MIDSECTION
4)
CU. FT. _ [AREA TOP (4*AREA MIDSECTION) • AREA BOTTOM]
DEPTH/6
24336.0 63756.0
9000.0
1.5

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
240.0 110.0 26400.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 26400.0 square feet
Design temporary storage period to be 180 days.
:,. Volume of waste produced
Feces 8, urine production in gal./day per 135 lb. ALW 1.37
Volume = 78000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 142480 gals. or 19048.1 cubic feet
:3. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
:. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 15400.0 cubic feet

D. Volume of 25 year - 24 hour storm
Volume = 8.0 inches / 12 inches per foot * DA
Volume = 17600.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
19048
cubic
feet
5B.
0
cubic
feet
5C.
15400
cubic
feet
5D.
17600
cubic
feet
TOTAL 52048 cubic feet
SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7-
inches
25 year - 24 hour rainfall==================>
��
inches�� �
Freeboard===================================>
1.JW
feet
Side slopes_________________________________>
3.0
: 1
Inside top length===========================>
240.0
feet
Inside top width==-==______________________>
110.0
feet
Top of dike
100.7
feet
Bottom of lagoon elevation==================>
90.7
feet
Total required
130048
cu. ft.
Actual design volume=_______________________>
145638
cu. ft.
Seasonal high watertable elevation (SHWT)===>
96.5
feet
Stop pumping elev.__________________________>
96.9
feet
Must be > or = to the SHWT elev.==========>
96.5
feet
Must be > or = to min. req. treatment el.=>
96.7
feet
Required minimum treatment volume===========>
78000
cu. ft.
Volume at stop pumping elevation===========_>
85184
cu. ft.
Start pumping elev._________________________>
98.8
feet =
Must be at bottom of freeboard 8 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
128038
cu. ft.
Volume at start pumping elevation===========>
124548
cu. ft.
Required volume to be pumped================>
34448
cu. ft.
Actual volume planned to be pumped==========>
39365
cu. ft. •
Min. thickness of soil liner when required==>
1.5
feet
DESIGNED BY: APPROVED BY : %r
�p
DATE: %/f �/% y DATE: 7,l!/q.�
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

Operator: ====--=—=========----- = = = = = =Jl M M Y PEAY
County:== ==============—===== =======ENDER
Date:- 06/17/94
Nst.to nearest residence (other than owner):
2700 ft.
sows (farrow to fin is h): = = = =======w==-==_=.
sows Marrow to feeder) : eder) : _ _ _ ________ _ _ _ _ _ _ ,
head (finishing only):
sows (farrowtowean) :===-_
head (wean to feeder):--==- __-_-----____-
2600
Ave. Live Weight for other operation-_Obs.) =.`_•
Storage volume for :,fudge accum. (cu. ft): _
Treatment Vol ume (min. 1 cu. ft-Ab.) = = = _ = _ = •
1.0
25 Year -W 24 Hour Rainfall (in.) = = = _ _ _ _ = = = = = :_•
8.0
Rainfall in excess of evaporation (in_)===_ _:-•
7,0
Drainage area of buildings & dots (sq. ft) =...
Volume of wash water (gallons/day)====_-___=•
Temporary storage period (days)====-=--____=-•
180
Freeboard (ft):________________________-
1.0
Side slopes (inside lagoon):================:•
3.0 : 1
Inside top iength (ft}:===________=_____=__::.
240.0
Ineide top width (ft):T=-======= ===========::
110.0
Top of dike elevation(ft):________________::•
100.7
Bottom of lagoon elevation (ft):=====W=====-
90.7
Seasonal high water table('GHWT) elev.(ft):=:=
96,5
Totad required volume: = = = = = = = = - - - = 13Q043 cu. ft.
"TOTAL VOL O.K."
Actual design volume:====== ---==== 1456,% cu. ft.
111.99°/0
Stop pumping ei.(:• or = to 96.5 ft.SHWT)::•
96.9
(::• or = to 96.7 ft Min.)
Required minimum treatment volume: 78000 cu. fL
**TRMT. VOL O.K.**
vrvdu rna &i Grop pumping elevation: S5184 cu. It
109.21 %
Start pumping elev.:================== ====
98.8
Volume at start pumping elevation: 124W cu. fL
"STORM STOR. O.K.**
Actual volume le- 25yr--24hr rain: 128038 cu, fL
102.ST/o
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:==== 34448 cu_fL
**TEh4P_ VOL O.K.**
Actual volume to be pumped:= =:: 39365 cu, ft-
114.2,7%

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Volume of 25 year - 24 Nour storm
Volume = 7'5 inches / 12 inches per foot * DA
Vo1,uIll e = 1C.250'0 cubic fee�
TOTAL KEQUl�ED TEMPORARY STDRAG�
5A. 19048 feet
3B' 0 cubic feet
5C' cmbic fee�
5D. cubic feet
[OTAL 50465 cubic +eet
SUMMARY
Temporary storage 180 days
Rainfall in excess of e,aporation=====~­===> nches
25 year - 24 hour rainfall==================>C nches�'��
/, .
Freeboard==~================================> kj,J�Vfeet
Side slopes=================================> 3'0 : 1
Inside top 260.0 feet
Inside top 100'0 feet
Top of di",e e1evation=======================> 103.5 feet
Bottom of laVoall elevation==================> 93.5 fee�
Total required Volume > 12846'5 cu. ft' *
Actual design 139068 cu. ft. X.
Seasonal high °atertable elevati'on (GHWT) ===> 99.0 feet,
Stop pumping clev'==========================> 99.9 feat *
Must be > or = to the SHWT elev.==========) 99.0 feet
Must be ) or = -to mi^' req' treatment el'=> 99.5 feet
Required minimum treatment volume===========) 78000 cu. ft.
Volume at stop pumping e|evation============> 83837 cu. ft'
Start pumpiny 101 . 7 feet »
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 h,' raixfaIl==> 122818 cu. ft'
Volume at start pumping clevation===========> 120629 cu. [t'
Required volume to be pomped================} 34215 cu. ft. *
Act'ual "olume planncd to be puill ped==========> 36792 cu. ft' *
Min. thickness of soi1 iiner when required==> 1 5 f
WS]GNED BY: APPROVED BY:�f'/u~^'�
�
���
DATE: QQU
NOTE: SEE AYTACHED WASTE UTlLlZATIOH PLAN
IWJRNIXI�

PRODUCER: Jimmy Peay Nurseries
� LOCATION: Little Kelly Rd.
Rocky Point, NC
TELEPHONE: [phone]
TYPE OPERATION: wean -feeder
NUMBER OF ANIMALS: 5200
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the.crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize 'the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

Amount of Waste Produced Per Year(gallons, fttons etc.
5,200 animals X 0.42 (tons) waste/animal/year =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
5,200 animals X 0.48 lbs. PAN/animal/year
Guide Std. 633)
2,184 (tons) waste/year.
2,496 lbs. PAN/year. (PAN from N.C.
Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
Total 1 0.00 -
"This N is from animal waste only. if nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic 1field expectation.
NOTE. The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

MEN x� { a WASTE: UST i�ZAT I ONI?!:A'N .
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
�.Ype Per Acre* Itilized Application
* See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 0.00 -
Table 2 El5.87 4,781
Total 5.87 4,781
Amount of N Produced 2,496
Surplus or Deficit 2,285
NOTE. 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 nutrient or other elements.
Page 3

See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate InIHr Amount In.
All NoB Row Crops 0.4 .5-1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. in no instance should the volume of
waste being stored in your structure exceed Elevation 'see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation:
Acres shown are welted acres. Plan is written as a two year rotation. It is suggested that
half of the acres be planted in corn and half in soybeans each year.
If full season soybeans, application window will be May - August. Table 10 indicated double
crop soybeans.
If cover crop will be removed Uy hay, 100 # PAN may be applied. if cover crop is to be removed
.by grazing, then 50 # PAN may be used.
Page 4

REQUIRED SPECIFICATIONS
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.
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 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).
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.
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.)
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.
Page 5

F?LA �k
REQUIRED SPECIFICATIONS
(continued)
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.
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.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into 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.
Page 6

riMR
n' ' .�WA`STE UTILIZ�AT O.N'PI:AN
REQUIRED SPECIFICATIONS
(continued)
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.
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 pre -plant with no further applications 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 soil shall be monitored and alternative crop sites
shall be used when these metal 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 (5) years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Jimmy Peay Nurseries
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 Division of Environment Management (OEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state 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 DEM upon request.
Name of Facility Owner: Jimmy Peat
(Please print)
Signature: Date:
Name of Manager (If different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) Kraig Westerbeek
Affiliation: Murphy - Brown
Address (A
Signature:

ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additional land has to be leased, etc.)
I, , hereby give
permission to apply animal waste from his Waste Utilization System on
of my land for the duration of time shown below.
acres
understand that this waste contains nitrogen, phosphorous, potassium, and other
trace elements and when properly applied should not harm my land or crops. I also
understand that the use of waste will reduce my needed for commercial fertilizer.
Adjacent Landowner:
Date:
Waste Producer:
Date:
Technical Representative:
Date:
SWCD Representative:
Date:
Term of Agreement: , 19 to , 20
(Minimum of Ten Years on Cost Shared Items)
(See Required Specification No. 2)
Page 9

Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvoe Per Acre' Utilized Annlication
T3157
3A
NoB
Corn
118
3.64
429.52
March - Jul
3A
NoB
Wheat
144
3.64
524.16
Sept. - April
3A
NoB
132
3.64
480.48
June - Sept.
36
'Soybeans
NoB
Corn
118
2.92
344.56
March - Jul
313
NoB
Wheat
144
2.92
420.48
Sept. - April
36
NoB
Soybeansj
132
2.92
385.44
June - Sept.
4A
NoB
Corn
118
4.30
507.40
March - Jul
4A
NoB
Wheat
144
4.30
619.20
Sept. - April
4A
NoB
Soybeans
132
4.30
567.60
June - Sept
4B
NoB
Corn
118
2.66
313.88
March - Jul
413
NoB
Wheat
144
2.66
383.04
Sept. - April
413
NoB
SoybeansSoybeansl
132
2.66
351.12
June - Sept.
5
NoB
Corn
118
3.88
457.84
March - Jul
5
NoB
Wheat
144
3.88
558.72
Sept. - April
5
NoB
Soybeans
132
3.88
512.16
June - Se t.
6
NoB
Corn
118
3.96
467.28
March - Jul
6
NoB
Wheat
144
3.96
570.24
Sept. - April
6
NoB
Soybeansl
132
3.96
522.72
June - Sept.
7
NoB
Corn
118
2.91
343.38
March - Jul
7
NoB
Wheat
144
2.91
419.04
Sept. - April
7
NoB
Soybeans
132
2.91
384.12
June - Sept.
9,562.38
'two year value
an
NA
Cover cro
30
- ISept.
- April
TOTAL 15.9 4,781.19
Page 10

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Jimmy Peay Nurseries County: Pender
Address. 4234 Little Kelly Rd.
Rocky Point, NC 28457 Date: 10/28/2003
Telephone: [phone]
Table 1 - Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
hlumhar (acres) Snit Tvne Slone o Crnn(sl (In/hrl finches) Comments
3A
3.64
NoB
<5
Row Crops
0.4
1
*change of arc required
3B
2.92
NoB
<5
Row Crops
0.4
1
4A
4.3
NoB
<5
Row Crops
0A
1
4B
2.66
NoB
<5
Row Crops
0.4
1
5
3.88
NoB
<5
Row Crops
0.4
1
*change of arc required
6
3.96
NoB
<5
Row Crops
0.4
1
7
2.91
NoB
<5
Row Crops
0.4
1

Sheet2
a _"
TABLE 2 - Travelling Irrigation Gun Settings
Male, Model and Type of Equipment: 25A AgRain Traveller
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
PI III IVn (ftlminl (inlhr 1 Wirlth(ft 1 I Pnnth(ftl (fpatl (InrhPsl at (,iin(nsil at renlfnsi] PaftQrn (nmmPnts - ArrPS nPr niill

Sheets
IRRIGATION SYSTEM DESIGNER
Name: �
Company:
Address:
Phone:
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, pipelines, 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-NRCS standard for IRRIGATION WATER CONVEYANCE.
B. 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 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 100
Nozzle Size:
0.8 inches
Sprinkler Pressure:
55 psi
Flowrate(GPM):
136.5 gpm
Wetted Diameter:
272 feet
Lane Spacings
Desired Spacing (%): 70 %
Design Spacing(feet): 190.4 feet
Actual Spacing (feet): 180 feet
Actual Spacing (%): 66 %
Application Rate
Application Rate =(96.3xFlowrate)1(3.1415x(.9xradius)squared)
Design App. Rate = 0.28 inlhr
300 degree arc =
0.34 inlhr
220 degree arc =
0.46 inlhr
180 degree arc =
0.56 inlhr
Traveller Speed
Travel speed = 1.605 x Flowrate ! Desired application amount x Lane Spacing
Desired app. (in.) = 0.75 inches
300 degree arc = 1.62 ft/min
220 degree arc = 1.95 ft/min
180 degree arc = 3.25 ft/min
Mainline Velocity
Velocity = .408 x Flowrate 1 pipe diameter squared feetlsec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: inches
Velocity= #DIVI01 ft/sec.
Page 13

SheetB
Page 16

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RECEIVED ! DENR ! DWQ
AQUIFFR'PPOTFr.TION RFCTION
hn ffc r In ftatA*n-
PANELSON 100 SERIES BIG GUN® PERFORMANCE - U.S. UNITS
100 TAPER BORE NOZZLE 100T
100T -- Specify size when ordering
Flow Paih
0.50" 0.55" 0.60"
0.65" 0,70' 0.75" 0.80" 0.85" 0.90" 1.01
9309.050 9309-055 9309-060
9309-065 9309-070 9309-075 9309-080 9309-085 9309.090 9309-100
PSI
I GPM 01A Fr
GPM 04A. F
I GPM D1A F.
GPM DIK F.
GPM oin Fr.
GPM 01A. Fr
GPM OiA. Fr.
GPM OiA. Fr
GPM
oiA. F.
GPM
oiA. FT.
40
47
191
57
202
66
213
78
222
91
230
103
240
118
250
134
256
152
262
-
-
50
50
205
64
215
74
225
87
235
100
245
115
256
130
265
150
273
165
280
204
300
60
55
215
69
227
81
240
96
250
110
260
126
270
143
280
164
288
182
295
224
316
70
60
225
75
238
88
250
103
263
120
275
136
283
155
295
177
302
197
310
243
338
80
64
235
79
248
94
260
110
273
128
2851
146
295
165
305
189
314
210
325
1 258
354
90
68
245
83
258
1 100
270
117
283
135
295
155
306
175
315
201
326
223
335
274
362
100
72
255
87
2681
106
280
123
293
143
305
163
316
185
325
212
336
235
345
289
372
110
76
265
92
2781
111
290
129
303
150
315
171
324
195
335
222
344
247
355
304
380
100 TAPER RING NOZZLE 100TR
100TR = Body + Cap + 1 Toper Ring
Specify size when ordering
0.64" 0.68" 0.72"
0.76" 0.80"
9257-016 9257-017 9257-018
9257-019 9257-020
COMPONENTS:
Body Toper Ring Cop
#9956-001 #9257-??? #6745
:Flow Path
0.84" 0.88" 0.92" 0.96"
9257.021 9257.022 9257-023 9257.024
PSI
GPM
aA FT
GPM
aA Fr
GPM
OiA. Fr.
GPM
01A. n.
GPM
NA. Fr
GPM
NA. Fr
GPM
0k Fr.
GPM
OrA. Fr.
GPM
0u. Fr
40
67
212
76
219
86
225
98
233
110
242
125
250
136
254
151
259
166
275
50
75
224
85
231
97
240
110
250
123
258
139
266
152
271
169
279
185
288
60
83
239
94
246
106
254
120
264
135
273
153
281
167
286
186
294
203
303
70
1 89
249
101
259
114
268
130
277
146
286
165
295
180
300
200
309
219
320
80
95
259
108
269
122
278
139
288
156
297
176
306
193
313
214
324
235
336
90
101
268
115
278
130
289
147
299
166
308
187
317
204
324
227
334
249
345
100
107
278
121
288
137
298
155
308
175
318
197
327
216
334
240
344
262
355
110
112
288
127
298
143
308
163
317
183
326
207
336
226
342
251
353
275
364
100 RING NOZZLE 100R
100R = Body + Cap + Set of 7 Rings
Specify size when ordering
Complete set of 7 rings only = #6847
0.71" 0.77"
6738.071 6738-077
COMPONENTS:
Body Ring
Cop
#9956-001 #6738-;??
#7872
'
7 O V
' Flaw Path
0.81" 0.86"
0.89"
0.93" 0.96"
6738-081 6738-086
6738-089
6738-093 6738-096
PSI
GPM
NA. Fr
GPM
oiA FT
GPM
0iA F
GPM
01k Fr
GPM
aA. Fr.
GPM
oiA FT
GPM
OiA. F.
40
66
208
78
212
91
215
103
224
118
235
134
238
152
242
50
74
220
88
225
100
230
115
240
129
250
150
255
167
260
60
81
235
96
240
110
245
125
260
141
270
164
275
183
280
70
88
245
104
250
118
260
136
275
152
290
177
295
198
300
80
94
255
111
265
127
275
145
265
163
300
189
305
211
315
90
99
265
117
275
134
285
154
295
173
310
201
315
224
325
100
105
270
124
280
142
295
162
305
182
320
212
325
236
335
110
110
275
130
290
149
305
170
315
191
325
222
335
248
345
pi-,W- — 6...d m 24- ,mi.d. r Big Gun• wr- . &. hm 6«n obi it d .M- id" ,r1 —dtio ad —y 6. od —1, olf—d 6y .rin4 p .nx-R. w dsia w wh- laden. NQ. Wg A,
C-poAti.n ndua ro r.p..rio,im'.wdw dvpl.� cmdiw+, u.+Mnf H - Wpliooliai rdM.
Nelson Irrigation Corporation 848 Airport Rd. Walla Walla, WA 99362 USA Tel: [phone] Fax: [phone] E-mail: [e-mail] Web site; www.nalsonirrigation.com

` IKifcd T21A, T23A, T25A & T27A
Page 1 of 2
�V—-
l' mca
Kifco Products
at r-ReQISV
BSerles Water -Reels®
Water-WinrhO Junior
Slurry Reels
PIS? hurnnpi
Slurry Pumas
Hose Llamas
Repair Parts
Manuals
Product Uses
Agriculture
Horse Arenas & Pastures
Dust Control
AthlaticJud
Composting.
Technical Details
BSeries Chart
ASeries Chart
M-SerlesChart
Request Info
Call for Your Nearest
Dealer:
[phone]
Kifco
707 S. Schrader Ave.
P.O. Box 290
Havana, IL 62644 USA
Phone: [phone]
Fax: [phone]
Performance Guide & Specifications
T2IA, T23A, T25A & T27A
Select a Product
Performance Guide
Model
5 stem
Flow Rate
{GPM)
System
Inlet
(PSI)
S rinkfer
Pressure
{PSI]
Width
Irrigated
(Ft]
Len th
Irrigated
(Fi
Acres
w11"fin
5 Days
50
77
50
150
735
15
T21A
70
92
60
155
738
18
with Nelson
80
99
60
160
740
20
SR 100R
90
106
60
165
743
23
Sprinkler
100
113
60
170
745
26
110
122
60
175
748
28
80
87
6D
155
fi77
2D
T23A
with Nelson
90
92
60
165
fi82
23
SR 100R
100
96
6D
170
688
26
Sprinkler
120
115
70
180
690
31
140
127
70
190
695
36
80
87
60
160
955
20
T25A
with Nelson
100
94
60
170
960
26
SR iDOR
120
106
60
180
970
31
Sprinkler
140
126
70
190
975
36
160
140
70
200
981
41
110
89
60
170
900
28
T27A
120
92
60
180
910
30
with Nelson
140
110
70
190
915
36
SR 10OR
160
188
70
200
917
41
Sprinkler
180
127
70
205
920
46
200
138
70
210
925
51
Specifications
Model
PE Tube I.D. (in)
PE Tube Length (ft)
Dry Weight (Ibs)
Weight with Water (Ibs)
Tire Size
Shipping Dim (ft - in)
T21A
T23A
T25A
T27A
2A
2.3
2.5
2.7
660
600
880
820
1800
1800
2800
2800
2800
2800
4500
4500
-155R14-
-175170R14-
littp://www.kifco.condaseries2-tecli.html 12/6/2004

0
Kifco T21A, T23A, T25A & T27A Page 2 of
Length (w/o Gun Cart)
9-8
9-8
11-8
11-8
Width
5-10
5-10
6-9
6-9
Height (on wheels)
6-10
6-10
7-11
7-11
Copyright © 2002, Kifco
Water -Reel® is a registered name belonging to Kifco
http://www.kifco.com/aseries2-tech.htm1 12/6/2004

BERKELEY PUMPS CURVE 4117
DATE 3-1-88
TYPE "B" RATING CURVES PAGE 2,02
SUPERSEDES- 4.
ENGINE DRIVE I Cume 4117 Page 2.02
o Dated 4-1-85
CA14 : mos,m c - I - pin, III.. It- 186 5 m4ch,mo. H-1863 VARtaus R.P.M. - ard-
impeow wwrisi C.I. pin. H& L— 300 1 V-dklile- L-3038 ol., 13-1/2" OuLt. r.O.&I-Whim-ma
4-w , w
MAXIMUM WoRKiNa PAEssumE 247 PSI it:ta
20
Him
600 Elm 0
lmffm�ffl
e 500
3
a ENO=
1 400
Z
2
1300
O z
200
loo
0
HEosL
0 too 200 340 400 500 600 700 800 940 1000 1100 12.00
CAPACITY IN U.S. GALLONS PER MINUTE
C-7048 B—d 0n T-2554 3......a.. C-7040 0"'d 10-27-71 Dill 3-29-72 - MODEL B3JQBM
ctw iistvflai C.I. Poli.No. H-1939 Mitc?..H. H-193
VAoq 1 *13 R-P-10- - crcwo
moo-lao C . I , Foll.pto, M-2319 mi-cit-mv. 14-4821 Dw 10-7/16" FULI, T.0,3, Lt. ft 0 ..1., .1
t—I W F. M.,
MAXIMUM WOOK$NQ PRE53UPIE 266 PSI wo w1a
g
7 . .... ..... TI—I
.. ........
... .......
. ........... .. ..... .. ... .. .. .. ........ .
....... ...... . .
........ .......
. ...........
400
350 -------
opm
300 ---- --
x
26J'RF.H
250 .......
.. ..........
0 . .... ...
5
150
........ ..........
8
'RPH ..
....... . . .... .... .........
'00
....... ....
50 -----------
0
L U
0
CAPACIrY IN U.5, CIALLONS PER MINUTE
ol
04
,00 200 500 400 5CO 600 700 WO 900 1000
30
20
lo:
g
7 . .... ..... TI—I
.. ........
... .......
. ........... .. ..... .. ... .. .. .. ........ .
....... ...... . .
........ .......
. ...........
400
350 -------
opm
300 ---- --
x
26J'RF.H
250 .......
.. ..........
0 . .... ...
5
150
........ ..........
8
'RPH ..
....... . . .... .... .........
'00
....... ....
50 -----------
0
L U
0
CAPACIrY IN U.5, CIALLONS PER MINUTE
ol
04
,00 200 500 400 5CO 600 700 WO 900 1000
30
20
lo:

General Installation
Recommendations:
FOR GASKET PIPE
Installation
Excavation, Laying, Testing, and Back.
filling Instructions are usually provided
by the Engineeritl charge of the project.
Reference may also be made to Ameri-
can Society for Testing and Materials
Standard, ASTM D-2774 "Recommended
Practice for Underground installation of
Thermoplastic Pressure Piping."
Excavation
1. The trench bottom shall be stable,
continuous, relatively smooth, and free
of rocks or other objects detrimental to
the pipe. It shall provide continuous
support for the pipe, and bell holes shall
be provided for the bell and spigot joints,
valves, and other system components
that might act as a fulcrum. When made
through a rock cut, at least 4" of com-
pacted satisfactory bedding material
shall be provided.
2. The trench depth shall place the pipe-
Ilne at least 6" below the lowest recorded
frost depth, and shall place the pipeline
depth at least aj" below grade.
3. The trench width at the lop of the pipe
shall be as narrow as practical to allow
adequate room for joining the pipe and
to allow proper compaction of the sidetill.
;min
s+dered- "
4. Pipelines shall be cased, bridged, or
otherwise protected at locations where
they will be subject to heavy surface
loads due to shallow burial. Casing shall
also be used In spanning creeks and
gullies, extending 8 ft, on either side of
the creek or gully.
Jointing
1. The pipe shall be jointed in the trench,
orabove ground, to accordance with the
Jointing Instructions.
2. It Is Important that the gasket be clean
and properly seated, the spigot end well
lubricated, and the bell and spigot ends
aligned correctly in both planes.
3. if Jointing Is done above ground, care
should be taken when lowering pipe Into
the trench that the depth of the Joint entry
remains correct. Check that the depth
of entry mark on the spigot ends is flush
with the face of the bell. Jointing of 6"
and Large pipe is usually done in tfie trench.
4. AT NO TIME should a back -hoe or
similar device be used to assemble pipe.
Thrust Blocking
As with other push -fit rubber gaskeled
Joints, the pipe will not take end thrust
without restraints. Thrust blocks are
usually required at dead ends and
wherever the line changes direction of
30 degrees or more.
1. Thrust blocks shall be placed so that
the bearing surface Is In direct line with
the major force created by the pipe or
fitting. Concrete having a compressive
strength of 2000 psi is the recommended
blocking material, and may be poured
between the simplest of forms and the
undisturbed earth bearing surfaces.
2. Thrust blockingsize maybecalculated
as follows:
a) Multiply the pressure level desired
for testing by the value shown in the
table for thrust on fittings:
Thrust in Pounds
Pipe
Size
90
Elbow
45 22'h
Elbow Bond
Dead End
or Tee
6"
48.74
26.38 13.45
36.10
8"
82.61
44.72 22.80
61.18
10"
126,84
69.47 35.42
95.06
12"
180.54
77.23 49.82 1
133.70
b) Determine the bearing strength of
the soil from the following table:
BEARING STRENGTH OF SOILS
SOIL Ib. per Sq FI
Muck, peat, etc. 0
Soil clay 1,o0v
Sand 2,000
Sand and gravel 3 000
Sand and gravel cemented with clay 4,000
Hard shale 10 000
c) Divide the total thrust on the fitting
(step a) by the bearing strength of
the soil (step b). The result is the
square feet of area needed on the
face of the thrust block.
d) Thrust blocks should haunch the
Pipe or fitting, not encase It,
Backfiliing
1. Place select backfill and compact
under the haunch, along the sides of,
and over the top of the pipe to a com-
pacted depth of at least 6". This backfill
shall be soils that allow good compaction
and placed in 6" laye rs, well compacted.
It shall be free of rocks, frozen clods, or
other hard objects.
2. The final backfill may then be made In
the usual manner, but care should be
taken not to dump large rocks or heavy
objects on the initial backfill and pipeline.
3. If the joints and fittings must be left
exposed while under test, backfill to
within one foot of each side of the Joint
or fitting to prevent deflection of the
Pipe while under test pressures.
Testing
1. ALLAIRINTHEPIPELINESHALLBE
BLED OFF CAREFULLY WHILE FILLING
THE LINE WITH WATER FOR TESTING.
Entrapped air In the line can cause ex-
cessive test pressures, and create un-
necessary problems. Air shall be bled
off at the high spots in the line. Alr
removal may also be accomplished by
pushing a foam plug through the line by
incoming water pressure.
2. Test pressures may be 11/2 times the
designed operating pressure of the
pipeline, but shall not exceed the maxi-
mum pressure rating of the pipe_
3. After pressure test and acceptance
of testing, the uncovered joints and fit-
tings shall be Initially backfilled with
well compacted soil, and then covered
with final backfill.
4. Hydraulic pressure testing of the
pipeline shall be carried out initially at
Intervals not exceeding 500 yards and
thereafter at intervals not exceeding
1,000 yards.
Radius Bends
Gradual change of direction may be
achieved by deflecting or cocking RIEBER
Joints a maximum of 3 degrees without
affecting the hydraulic seal of the joint.
Offsets are made only after the straight
in -line assembly Is made. Deflections at
the Joint and minimum curve radii (It.)
obtainable are listed below:
Degree of
Dellectlon
at the Joint
ngthm
Offset, Inches' Radius, feel
1
4.2"
1.150'
2
8.3"
572'
3
12.3"
381,
-4-

-•S 1�� rJ
Field Calibration Procedures-.
for Animal Wastewater Applip!tion'Equipment
,1� 1
HARD HOSE AND !'�'; �- i,; *
CABLE TOW TRAVPL9
IRRIGATION
SYSTEM
North CcfiOMO;Copperative
fxten.st'o' n-'S'e'rvice
North CaroliriQ ;S,,tate: University
• •.l~ /y! `/`�-•ram ,'� -
~• r� ; ' Alf, i .

Field Calibration Procedures
for Animal Wastewater Application Equipment
HARD HOSE Land application equipment used on animal production farms must be field
AND CABLE' calibrated or evaluated in accordance with existing design charts and tables
TOW TRAVELER according to state rules that went into effect September 1, 1996. Technical
IRRIGATION SYSTEM Specialist certifying waste management plans after September 1, 1996, must
also certify that operators have been provided calibration and adjustment
guidance for all land application equipment. The rules apply to irrigation sys-
tems as well as all other types of liquid, slurry, or solid application equipment.
Information presented in manufacturers' charts are based on average op-
erating conditions for relatively new equipment. Discharge rates and applica-
tion rates change over time as equipment ages and components wear. As a
result, equipment should be field calibrated regularly to ensure that applica-
tion rates and uniformity are consistent with values used during the system
design and given in manufacturers' specifications. Field calibration involves
collection and measurement of the material being applied at several locations
in the application area. This publication contains step-by-step guidelines for
field calibration of hard hose and cable tow traveler irrigation systems.
General Guidelines
Operating an irrigation system differently than
assumed in the design will alter the application rate,
uniformity of coverage, and subsequently the applica-
tion uniformity. Operating with excessive pressure
results in smaller droplets, greater potential for drift,
and accelerates wear of the sprinkler nozzle. lump
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.
Clogging of nozzles or crystallization of main lines
can result in increased pump pressure but reduced
flow at the gun. Plugged intakes will reduce operating
pressure. An operating pressure below design pressure
greatly reduces the coverage diameter and application
uniformity. Field calibration helps ensure that nutri-
ents from animal waste are applied uniformly and at
proper rates.
The calibration of a hard hose or cable tow system
involves setting out collection containers, operating
the system, measuring the amount of wastewater
collected in each container, and then computing the
average application volume and application unifor-
mity.
An in -line flow meter installed in the main
irrigation line provides a good estimate of the total
volume pumped from the lagoon during each irriga-
tion cycle. The average application depth can be
determined by dividing the pumped volume by the
application area. The average application depth is
computed from the formula:
Average application depth (inches) =
Volume pumped (gallons)
27,154 (gal/ac-in) X Application area (acres)
The average application depth is the average
amount applied throughout the field, Unfortunately,
` sprinklers do not apply the same depth of water
throughout their wetted diameter. Under normal
operating conditions, application depth decreases
towards the outer perimeter of the wetted diameter.
Big gun sprinkler systems typically have overlap
based on a design sprinkler spacing of 70 to 80
percent of the wetted sprinkler diameter to compen-

Field Calibration Procedures
for Animal Wastewater Application Equipment
sate for the declining application along the outer
perimeter. When operated at the design pressure, this
overlap results in acceptable application uniformity.
When operated improperly, well -designed systems
will not provide acceptable application uniformity,
For example, if the pressure is too low, the applica-
tion depth will be several times higher near the
center of sprinkler and water will not be thrown as
far from the sprinkler as indicated in manufacturers'
charts. Even through the average application depth
may be acceptable, some areas receive excessively
high application while others receive no application
at all.
When applying wastewater high in nutrients, it is
important to determine the application uniformity.
Collection containers distributed throughout the
application area must be used to evaluate application
uniformity.
Many types of containers can be used to collect
flow and determine the application uniformity.
Standard rain gauges work best and are recom-
mended because they already have a graduated scale
from which to read the application depth.
Pans, plastic buckets, jars, or anything with a
uniform opening and cross section can be used
provided the container is deep enough (at least 4
inches deep) to prevent splash and excessive evapora-
tion, and the liquid collected can be easily trans-
ferred to a scaled container for measuring. All con-
tainers should be the same size and shape to simplify
application depth computations.
All collection containers should be set up at the
same height relative to the height of the sprinkler
nozzle (discharge elevation). Normally, the top of
each container should be no more than 36 inches
above the ground. Collectors should be located so
that there is no interference from the crop. The crop
canopy should be trimmed to preclude interference
or splash into the collection.container.
Calibration should be performed during periods
of low evaporation. Best times are before 10 a.m. or
after 4 p.m. on days with light wind (less than 5
miles per hour). On cool, cloudy days the calibration
can be performed anytime when wind velocity is less
than 5 mph.
The volume (depth) collected during calibration
should be read soon after the sprinkler gun cart has
moved one wetted radius past the collection gauges
to minimize evaporation from the rain gauge. Where
a procedure must be performed more than once,
containers should be read and values recorded
immediately after each setup.
Calibration Setup for Hard Hose and
Cable Tow Traveling Guns
Hard hose and cable tow traveling guns are calibrated
by placing a row (transect) of collection containers or
gauges. perpendicular to the direction of travel, Figure
1. The outer gauge on each end of the row should
extend past the furthest distance the gun will throw
wastewater to ensure that the calibration is performed
on the "full" wetted diameter of the gun sprinkler.
Multiple rows increase the accuracy of the calibration.
Containers should be spaced no further apart than
1116 of the wetted diameter of the gun sprinkler not
to exceed 25 feet. At least 16 gauges should be used in
the calibration. Sixteen gauges will be adequate
except for large guns where the wetted diameter
exceeds 400 feet.
(Maximum recommended spacing between
gauges, 25 feet X 16 ; 400 feet.) Gauges should be set
at least one full wetted diameter of throw from either
end of the travel lane, as shown in Figure 1.
The system should be operated such that the
minimum travel distance of the gun cart exceeds the
wetted diameter of throw. Application volumes
should be read as soon as the last gauges stop being
wetted.
0

f,
t
HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
Reel cart -�
Left
Right
Row of
8 7 6 5 4 3
2 1
1 2 3 4 5 6 7 8
collection ---a
0 0 0 0 0 0
0 0
0 0 0 0 0 0 0 0
gauges
Gun
cart
Direction of travel
//\
/ \
' Wetted diameter
(320 feet) ` I
At least one wetted
diameter end of field
Figure 1. General layout and orientation
of collection gauges for calibration of a hard hose and cable tow traveler irrigation systems.
: CALIBRATi ON PROCEDURES
ie,ieterofthegu1. Deermine tewernn':.
iJetermme the Number ofcoileition'gauges and
spacing between gauge
feet the rain gauge'spacing should not exceed 20 feet (320 ft / 16 ZO
•3. Label ' ages outward from the gun cart as:either left or right
4.'.-Set
.out gauges along a row -'as labeled and shown m Figure`l, equally sp
ltem­ 2 (20 feet).:The row should be at least one'wetted diameter.from'ei
gauge on;each side of the travel lane should be 1 /2 the,gauge spacing'. r
gauge spacing of 20 feet, Ll and R1 should be 10 feet fro"m the center o1
S. Operate the system: for the time required for.the guri fo completeiy.pass'
the "starting tirrle that wastewater begins ;to:be;applied alongahe.;:row-c
when wastewater no longer is being applied anywhere along the row AI
.`:feet for the time of operation.
a
6. immediate!y;.record the amounts collected in each gauge (Refer to Table'
7: Identify those gauges that fail outside the effective line'spacing, Figure 2
Voiurrie that would be"ctillected when operatingahe: system; oh the adjau
Superimpose.(left to nght.and'vice versa} the gauges just'outs�de the effe
inside the -effective width:.Add the volumes together,JI
For the layout shown in Figure 2, add the, volume (depth)collected it
,lanespacing) to volume (depth) collected in.gauge L5 (Inside the e&dK
e added to L6; L8 is added`to RS; and, L7:1s added to R6 :ThisJs now the:'aF
the 6ffective'lane spacing'adjusted for,ov6rlap. ' `'

Field Calibration Procedures
for Animal Wastewater Application Equipment
Reel cart --a
I
8 7 16
0 010
Direction of travel
f,
Lane 1
Left
Lane 2
Right
8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Left Right I _ _ I
5 4 3 2 1 1 1 2 3 4 5 6 IB
0 0 0 0 o I o 0 0 0 0 0 0
Gun
cart
V
Effective lane s acing
(224 feet
Figure 2. Accounting for overlap
when calibrating a hard hose traveler system.
Gun
cart
Ii/
Effective lane s acing
(224 feet
!:`.'.CALIBRATION .PROCEDURES, (continued. ,::;:
v 9.`Add.the amounts collected in ail gauges and divide. by the number of gauges within the effective area. This
Js, the -average `applit'a'06 i depth (inches_) within the effective lane spacing.'
Sum of amounts collected'in aft gauges .
Average application depth
Ndmber of gauges. within effective width
10. Calculate the deviation depth.for each geuge'.Jhe deviation depth i the'difference betw'eein each
indiVldual`gauge"value'and the average value of all gauges (#7). Record the absolute value of each
deviatigpA'epth-Absoltite Value means the sign of the number (negative sign) is dropped and all values are
treater! as positive.The symbol'for absolute value is a'straight thin line. For example, 121 means treat the
`number 2 as:a'n absolute value: It does not mean the number 121. Because this symbol can lead to
;misunderstandings, it.is:.not used with. numbers in the worksheets at the end of this publication.* The
symb I is:used.ln formulas in the text:'
DeOatlon depth - IDepth collected in. gauge '7 average application depthl
refers to -the. gauge number. .
11. Add amounts in #10 to et,.: sum of. the deviations from the average depth and, divide by the number of
gauges.to getahe aver`age deviation.
r` Sum'of deviations (add amounts computed in.#10)
Ayerage'deviatlon depth
Nunlber of gauges within effective lane spacing' .
iThe precipitation rate,(inciies/hour),is computed by dividing the averagelapplication depth (inch) (0) by
the application time (Hours) (8)
Average application depth (inch)
Precipitation.rate:= ' - -
Application time (hours)

f`
CALIBRATION PROCEDURES (continued)
73. Compute the average travel speed
HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
Distance traveled (feet)
Average travel speed =
Time (minutes)
14. Determine the application uniformity. The application uniformity is often computed using the
mathematical formula referred to as the Christiansen Uniformity Coefficient.
It is computed as follows:
Average depth (#9)—Average deviation (#11)
. Ut = X 100
Average depth (#9)
15. Iriterpret the calibration results. The higher the index value, the more uniform the application. An index of
1 b0 would mean that the uniformity is perfect —the exact same amount was collected in every gauge.
For travelers with proper overlap and operated in light wind, an application uniformity greater than 85 is
common.
Application uniformity between 70 to 85 is in the "good" range and is acceptable for wastewater
application.
Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
' travelers. If the computed Uc is less than 70, system adjustments are required. Contact your irrigation
dealer or Certified Technical Specialist for assistance.
Table 1. Exainple calibration data for a traveling gun system operated in parallel lanes. bane
spacing 70 percent of sprinkler wetted diameter.
a. Manufacturers' Specifications: Gun Model _u Type TaRer Bore
Nozzle pia. 0,2 inch Pressure (Gun) si Reel 105 psi
Wetted diameter 320 ft Effective Spacing 224 ft Flow 797 GPM
Hose Size: Length MO—ft Diameter 3 in
b. Spacing between collection containers (spacing 120 (ft) 16) =eft
c. Number of gauges = 16
d. Start of Irrigation event a.m.
e. End of Irrigation event •00 a.M.
f.. Duration (e-d) l Os minutes
g. Travel distance 320 feet.
h. Operate the system and collect data.

Field Calibration Procedures
for Animal Wastewater Application Equipment
Table 1. Calibration Data (continued)
Gauge Distance Volume Overlap
Corrected
Deviation
No. from Center Collected Adjustment
Volurne
from Average`
(feet) (inches) (inches)
(inches)
(inches)
L1 10 .94
..94
.235 (1 - j)
L2 . 30 .80
.80
.095 (2 - j)
L3 50 .59
.59
.115 ( etc)
L4 70 .61
.61
.095
L5 90 .50 .13
.63
.075
L6� 110 .42 .20
.62
.085
L7' 130 .33
L8 150 .07
R1 10 .73
.73
.025
R2 30 .81
.81
.105
R3 50 .92
.92
.215
R4 70 .64
_
.64
065
R5 90 S0 .07
.57
.135
R6 110 .27 .33
.60
.105
R7 130 .20
R8 150 .13
"Absolute value; treat all values as positive.
I. Sum of all volumes collected in #h 8.46 inches
j. Average catch (ilnumber of gauges within.effective width (12)
0,705 inches
Distance traveled (ft)
- 320 ft
k. Compute the average travel speed =
_- 3.04 ft(min
Time (min)
105 min
average depth (inches) 0.705 in
I. Precipitation rate= _ = 0 i r
application time (hour) 1.75 hr
m. Sum of deviations from the average catch 1.356
n. Average deviation from average catch (m/12) 0.113
o. Uniformity coefficient
0.705 - 0.113
U, _ . X 100 = 84
0.705
f
p. Interpret results. Uniformity coefficient of 84 is in the good range for a traveler
system. No adjustment
`
is necessary.

HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
Irrigation System Calibration Data Sheet for Hard Hose Traveler Irrigation System
DATE: Land Owner Farm No.
a. Manufacturers' Specifications: Gun Model Type
Nozzle Dia. — in Pressure (Gun) (Reel)
Wetted diameter ft Effective Spacing ft Flow GPM
Hose Size: Length ft Diameter in
b. Spacing between collection containers (diameter ft) / 16) = ft
C. wetted diameter (ft)
Number of gauges =
gauge spacing (ft) ^
d. Start of Irrigation event
e. End of Irrigation event
f. Duration (e-d) min
OirKikn of vanl
g. Travel distance feet
h. Operate the system, collect data,
and record on the worksheet on page 8.
I. Sum of all catches inches
J. Average catch (i/number of gauges) inches
Distance traveled (ft)
k. Average travel speed = _ —
Time (min)
I. Sum of all deviations from the average catch
m. Average deviation from average catch
n. Uniformity coefficient
Z
G)
(m)
— X 100 =
L"1 LR a
Red w -► gm SM
t'A Righl
a 7 d 7 4 1 1 1 1 2 1 4 3 d 7 R
e0i 00000 a00a a a a 0
LNl Nhf Gn I
0 0i0 0 0 0 0 0 c 0 0 0 0 011 a CM I
I � I y
I
I l I
I WKthe lan4 �pKing I
74 r fgK"g i
Interpret the calibration data and make necessary adjustments.
For travelers with proper overlap and operated in light wind, an application uniformity Coefficient greater than
85 is common.
Application uniformity between 70 to 85 is in the "good" range and is acceptable for wastewater application.
Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers. If the computed U, is less than 70, system adjustments are required. Contact your irrigation dealer or
Certified Technical Specialist for assistance.
0

Field Calibration Procedures
for Animal Wastewater Application Equipment
Calibration Data (continuer)
Gauge Distance
No. from Center
(feet)
Volume Overlap Corrected Deviation
Collected Adjustment Volume from Average's
(inches) (inches) (inches) (inches)
L1
12
L3
L4.
L5
L6
L7 ,.
L8
L9
L10
R1
R2
R3
R4
R5
R6
R7
R8
R9
—
R10
`Absolute value,•
treat all values as positive.
Red cart —�
Left Right
Row of 8 7 6 S 4 V 2 1 1 2 3 A S 6 7 6
caNection i 0 0 a 0 0 0 0 a 0 0 O o o O D 0
gauges
Gun
cart
Direction of travel
Wetted diameter At least one wetted
(320 feet♦ Ty diameter end of field

on each side of the pipe to provide support free from voids.
Care should be taken to avoid deforming, displacing, pr
damaging the pipe during this phase of the operation.
4 Final back}ill
6.4.1 dioperal. After pipeline testing, final backfill shall be
Placed and spread in approximately un{forgi, layers in such }
manner as to fill the trench completely so that there will be no
unfilled spaces under or about rocks or lumpy of earth in the
backfill. Final backfil.1 shall be free of large rocks, frozen clods
and other debris greater than 76 mm (3 in.) in diameter. Rolling
equipment or heavy tampers should be used to consolidate the
final backfill only after the minimum depth of Cover has been
placed and only with pipe flaying wAll thichesses great thap
that of $DR-41.
SECTION 7-SPI:CIAI FQtigl pj{ ATION4 - • .
7.1 Ball holes for rubber gaskej g((It;; Whpn ;be pipe being in-'
stalled is provided with 'rubber gasket' joints, bell holes shall be
excavated in the bedding mai terial to illow for t4c unobstructed
assembly of the joint. Care should be taken that the bell hole is no
larger than necessary to accomplish prQper joint agsetribly. "eq the
joint has been made, the bell hole sho Id be parefully filled with
TABLE 11 -THRUST BLOCKING AND ANCHORS FOR UNDEitGROUND JRR1GATION P{PELINES
►i Step 1. Multiply the working Pressure py the approprlate value
_ �a�e� '. e• _ shown In the following table to obtain total thrust in'N• (lb)-.
i
a '
c � .�' %fa
PlPELINI TNRyST FACTORS!, T
Pipe Size Deed End 90° -45° 22.1ie
In. mm or Tee Elbow Elbow Elbow
1-112
38.1
2.94
4,16
2.25
1.15
2
$0.8
4.66
6.45
3.50
1.78
2-1/2
63.5
6.65
9.40
5.10
2.60
3
76A
9.80
13.9
7.51
3.82
3-1/2
88.9
12.8
18.1
9.81
4.99
4
101.6
16.2
23.0
12.4
6.31
5
127.0
24.7
35.0
18.9
9.63
6
152.4.
34.8
49,2
26.7
13.6
8
203.2
59..0
83.5
45.2
23.0
10
254.0
91.5
130.0
70.0
$6.8
12
304.8
129.0
182.0
90.6
50.3
• Based on thrust per kPa (psi) pre"ura
* Blocking for cross may not bg needed'yltb Jong branch lines.
Step 2. Determine the llearEni 7treath of lfiq 1ci1 from the table
below:
BEARING STRENGTH OF SO{1.3
Solis and Safe Bearing Loads
IWO
k�a
Sound Shale
goo "
478.E
Cemented Grave) and Sand
difficult to pick
4 000
191.5
Coarse and fine compact Sand
3 000
143.6
Medium Clay -Can be spaded
2000
95.8
Soft Clay
1 000
47.9
Muck
p
0
Stop 6. Divide the total thrust obtained in Ste 1 by the beering
strength of the soil to `et the area needed, tn2 (ft�).
SIDE THRUST ALTERNATE PROCEDURP
Pipe Size Side Thrust -per Degree!
in. ram lb N
1.112
38.1
6.1
22.7
2
60.8
7.9
35.1
2.1/2
63.5
11.6
51.6
3
78.2
17.1
76.1
3-1/2
88.9
22.4 r.
99.6
4
101.6
28.3
125.9
5
127.0
43.1
191.7
6
162.4
60.8
270.5
8
203.2
103.0
458.2
10
254.0
160.0
711.7
12
304.9
226.0
1000.8
• Based on side thrust per 689 kPa (100 psi) pressure per degree of
deflection.
NOTE: Mulgply side thrust from table by degrees of deflection
times kPa (pal) divided by 109 to obtaia total side tbnast in N (lb).

t
Figure 2. Anchorage blacks for in -line valves.
Table 1 is the forces encountered at end plugs. to calculate
forces encountered at bends, tees and ;eyes, multiply the figure in
Table 1 by the factors given in Table 2.
Table 1. Thrust W at End Plugs
Thrust in lbs. for test pressure in psi
0
Pipe Oi,ameter
inches
100 PSI
150 PSI
200"PSI
250 PSI
lz
295
440
590
740
2
455
680
910
1140
2-
660
990
1320
1650
3
985
1480
1970
2460
4
1820
2720
3630
4540
6
3740
5600
7460
9350
8
64-90"
9740
13,0d0
16,200
10
10,650
16,000
21,300
26,600
12
.15,150
22,700
30,200
37,800
14
20,600
30,800
41,100
51,400
16,
26,600
39,800
53,100
66,400

Table 2.. Factors for Calculating Thrust €J for
El bows and' Tees .
Elbows: 900 1.4111 Tees = 0.70 L
60° 1.00
450 = 0.76,.
300 _ . 0.52
22 ; 5° -=' ' 0.39
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe Bearing load,
Soil
Mulch, peat and similar
1b/ft2
0
Soft Clay
1000
Sa nd
2000 '—
Sand and gravel
3000
Sand and gravel cemented
- with clay
4000
Hard shale
10,000
Thrust block area (ft2) - tJ - Thrust (Table 1 & Table 2)
T ^ Soil bearing strengt a e 3)
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure that the correct size thrust blocks are
being used.
There are a number of machines that can be used to prepare the
trench for PVC plastic pipe. Soil types, moisture content, depth of
trench required and type and diameter of pipe must be considered.
Generally chain trenches, wheel trenches, 'backhoes, or vibrating plows
will be. used for trench preparation. The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diameter of pipe. Under most conditions the chain. trencher or wheel
trencher will be faster than the backhoe. Where wide trenches for large
pipe are required, the backhoe will be most satisfactory. If soil
conditions permit, long stretches of open trench will expedite pipe
installation. However, if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in the line at obstructions,
trenches should be curved within limits of curvature of the pipe.
-7

FRICTION LOSS CHARTS
FOR DIAMOND PIPE
i s IPS DIMENSION
0 4-Inch l 5-Inch 6-Inch 8-Inch 10-Inch
Gallons
Per Min. FRICTION HEAD LOSS IN FEET PER HUNDRED FEET
150
1.11
160
1.26
170
1.41
180
1,57
190
1,73
200
1.90
220
2.28 .81
.34
240
2.67 .95
.40
260
3.10 1.10
.46
280
3.56 1.26
.54
300
4.04 1.43
.61
32Q
4.56 1.62
.69
340
5.10 1.82
,77
360
5.67 2.02
.86
1 380
6.26 2.22
.95
400
6.90 2.45
1.04
420
2.69
1,14
440
2.92
1.25
460
3,18
1.35
1
' 480
3.44 .
1.46
500
3.70
1.58
1.89
550
2.22
600
2,58
650
2:96
700
3.36
750
3.78 1.
800
4,24 1
850
Table based on Hazen -Williams
4.71 1.
900
950
equation -Cw = 150
5.21 1.
loan
. �
5.73 '
ii To find friction Bead foss in
1050
PVC pipe having a standard
t
1100
dimension ratio other than 21,
1
1150
the values in the table should
2.
1200
be multiplied by the
2•
2.
1250
appropriate conversion factor
2
1300
(P) shown below:
2
1350
1400
1450
1500
1600
1700
1800
1900
2000
2,
3,
3.
Loss below bold line indicates velocities in excess of 5 feet per second.
Vefocilies which exceed 5 lee] per second are not recommended.
Page 2
09
10
12
14
17
19
21
24
26
28
31
34
37
41
43
52
61
71
81
93
04
17
30
44
58
73
88
05
21
39
57
76
95
16
35
.12
.14
.15
.18
.21
.24
.28
,32
.36
.40
.44
.49
.54
.59
.65
.70
.76
82
88
.95
1.01
1.08
1.15
1,30
1.45
1.62
1,79
1,97
12-Inch
.060
.083
.096
.110
.125
.141
.158
.175
.194
.213
.233
.254
.276
.298
.322
.346
.371
.397
.4 23
.451
.508
568
.632
.698
767
.840
J

N
FRICTION
LOSS
IN
POLYETHYLENE HOSE
LOSS PER 100 FEET POLYETNELINE
IRRIGATION H05F 1wATER1
P.S.I. FRICTION
40
O. U. KM
135
125
120
110
3.7
q3
287
050
2�5 2,1
1.01.34
I.D. INS.
4.5
4.1
410
4.4
-,
1.1
3.1
SAL/ f0
-
- -
- -
_ _
_ _
_ _
- - -
- -
2.3
6.6
MIN. 20
30
- -
- -
- '
- "
�
1.4
4.0
1112
2.1
6.0
16.9
50
--
-'
-_
_-
--
1.2 2.9
8.4
--
60
- -
" -
_
1.0
1.6 3.7
11.2
70
- '
_ _
_
_ -
1.3
2.0 4.9
1414
- -
80
-"
--
- _
_
_
__
1.6
2.5 6.1
--
--
90
--
-_
-'_
_
1.1
1.9
3.0 7.5
-
100
- '
- -
-
_
-
1.3
2.3
3.6 8.9
- -
- -
I10
-'
--
-
1.6
2.7
0.5
- -
--
120
_ _
- -
0.7
1.6
3.1
4,,I
130
_
- -
0.8
211
3.6
5.6
-
140
- -
- -_
_
0.9
2.4
4.1
614
150
- -
-
- -
1.0
2.7
4.6
7.2 - -
_ -
160
- "
1.2
310
5.2
8.1 -
-
'
170
- -
_ _
0.9
1. 3
3A
5.7
8.9 - -
-
--
--
180
--
--
-
1.0
1.4
3.1
6,3
__
�.4
190
- -
-
200
-
-
0.9
0.9
1.1
•1,2
1.6
1.7
4.1
4,5
7,0
7.6
210
220
-
- -
1.0
IJ
1.3
1.4
117
211
4.9
--
230
240
--
- "
.
12
1.5
2.2
5.7
9.8
- - - -
- -
- _
250
0.9
1.3
1.4
1.6
1.1
2,4
2.6
6.2 •
6.6
- -
260
270
1.0
1.0
1.5
1.7
2,8
7J
280
1.1
1.2
1.6
1.7
2.0
2.1
3,0
3.2
7.6
8.1
290
300
1.2
1.8
2.2
2.4
3.4
3.6
8.6-
9.2--
310
320
1.3
1.4
119
2.0
215
3.0
9.7.
330
1.5
2.2
2.7
4.0
-
340
1.6
2.3
7.9
4,2
-
350
1.7
2.4
3.0-
4,5-
360
1.7
.2.5
3.2
4.7
-
370
1.8
2.7
3.3
4.9
-
300
390
1.9
2.0
2.0
2.9
3.5
3.7
5.2
5.5
'-
-
00
2.1
3.1
3.8
5.7
420
440
2.3
7.5
3.4
3.7
4.2
4.6
6.3
6.6
-
--
460
2.7
j,0
5,0
7.4
----
480
3.0
4.5
5.4
0.0
--
-
500
3.2
4.6
5.8
-
- -

I
INSTALLATION n�
+ Table 4. Ui:SL'RIPTION nX' Y. A111CONWH7 61ATVRIAL CLA\\I0IL'A111iN1
Jiamond Agricultural PVC Pipe should be assembled and ""` Ab,L UI r1 I -A
LWIL Wi 1. SIATI;.IAL CLai\II'1L'A7lu>
installed with uniform and continuous support from a firm ITI.>,IS J.• N_.rr,Wr,M,.l .,r xl ., 4.1.ur»Iin �M.,...4.^.^r,,,rr.in.
base in accordance with the installation procedures provided ,1di.,m..ridrh,.wt'ri�.'• ,�i.. Ai�h, r'.•wd •� •.'.•e.N,•e•^
r«rL _W r4,, emir„ r rpwd ,M14.
in ASTM D2321, and the Installation Guide for PVC Water
Pepe {a "pocket -sized" edition is available from your a.,1IS° rw w,U:.d.d,r.•r1." 11.10Iu mi"w.x.iiuk.,w.1-1 :414 "4
rnvw h;n. n,ri.rd .n N. I s, N«, Ih. 95{ .,. xxJ.N N,. N.. .i: •i
representative or from Diamond plastics Corporation.) c'r'"
CF hwl� p.dN ,inrF..r.t I'�,.rl,..nd mi„uu,, lixik w w. fn.. HYt ,x ..I
• ,r fruuu uu.rxl nn Nn . „r•r. Alrxr N.•, 95C ... ".x�.l .+. N.. •1,1 u..,
Embedment materials are to be in accordance with soil
SW 'Wrn,h
pw.•J,.rd, u.J ,,,•dlr ,rdl, lilk •. "! r,.,., M..r m.n +.'r:
-,...r;..«..
classifications listed under Unified Soil Classification 11. 1.,i,rx R..r n 1,;— Mihrn t3% ".t...: i•I:w
System, ASTM D2487.and ASTM D2486. SI X�rl,tr•Jr�.w,rtit,..:°„�,r.L, 11 1•h,,, eh..,h,^ .,l;,.r,,,.
IIMIII—W N.,.. Qg H..rN ,Yi°, ,rii—J,r h..
Ch+, III S.,d.• • • C+i S.I17 p,•rl,, tr,•r1, W .d, m.uwr,. Sb'L w ...xr .J ....,..� ir,..•x, ...,.,.J •,+ .
Te assemble, clean mating surfaces of the bell, spigot, and N".116...},.,-24.,,.,...Y�H,,;lu.
gasket. Apply gasket lubricant (furnished by Diamond it c1,,r„rr.rh,,,...I.,V:1.,.;,xa, uc•"....:.f..•.,.:
M M,. 16.... H.., Y,n
Plastics Corporation) to (lie entire spigot end up to the Ski S,bF xa ,,..}J 11 m.u«.. }Lxr ,hw 4Yi .",.r r,•.••.'. w,.
reference mark. Also, apply lubricant to the contact surface . "`'"'"'^"'t'^'`"J..t4•
Of the gasket. SC `.:'.'H� .... OcN.. 'r:..:MJr:.Xh..a.,v[ N.. I
. "Xi ..:.:
e-1..• IS' S".1. ML W.'u„r ,:IU. •.ry tine —., .I II.— "'u •" : L. .,. .ra I
With the pipe in straight alignment, push the spigot into sx.rk.,. RA...... ^•,nJ—
[lie bell up to the insertion line. If a pry bar is used to R .
Ir,n rlry�,. I.ywJ l.n ..V•i;a , '4Yi. , .'{.
apply force, the pipe should be protected by placing a board ,,,, W,X„ J.... ...,.,. •h.
between the bar and the pipe.
M. Irp.n• rl,,, °I hith IJ,v ,,, L, rlq. 4.{..., h.. , .,, a ., . ..�1 .�
..., .rl
If norrhal force does not complete the joint, disassemble the 0,.,+'S-4 43, ih „.M h I,., }.
joint and examine the par(s to make ce:;ian they are free of RIa x .0 pe,., N,: ;""•:•°
obstructions. Visually inspect the completed joint to insure n,," rrt.r„J M,+ «..h,ln,+., ., y" I -,.•,•..•., N.x .Y. •rt ,•
r pnv, N.r, t09 r..a
the gasket has not been dislodged.
1n.11 vi 1. J.l,.d in ASTM U 11i1, scarp Ax CI... I x.." u.l .h.h �• J./.n..r .r • tr-M I, : 1: 1
N —Idu,. a .i,h'STAI U I'll. 1- khm Si I-,• .V1. "YI ,'. •r.
AIII
M, U
r lix,irr.,i.n ihrl i, mxr rh...... iuu or Ck,. 11 NN `.1 CI •, "
Table 5.
APPNOXI[MATE GUIDE FOR ESTIMATED RANGE OF DECREE
{)F COMPACTION VERSUS EMBEDA1ENT CLASS AIND METHOD The haunchin area IS n10S[ Iln Of(ant 10 She Support Of
OF PLACE.NtEaT AS PERCENT of STANDARD PROCTOR g P pl
DENSITY OR RELATIVE DENSITY' , PVC pipe. For good Support, the haunching artm should be
FOR GRANULAR MATERIALS IN P.tR£XTIIESIS•• compacted to the densities given In the Lorin Term
CLASS OF EMBEDMENT I II III I V Deflection Chart.
1.5.n„r.L4a,9d
µATMAL UESCRIPTION Gre.Lv Sandmdcn.d s1;ud Crs'a,n Fine coin
h1s11:nsli S9at -Clan So,l, SO,II
Figure 2
Opumwn mu. rlwc [ont<ni rime � 9�1: 9!M 4�x1
I, JI Jr) .Lithe I,
I
S9r1 C.—I-I,r.-Mid d 11.11,-,-la Rintic Iif x.. �I0 I•I.: •.•_��.___ / I
17—pl. b, nn.0 —N, 9s 100 91 rl.i 95 IOQ 90. 100 j
P5IIX11 so5oh r.
q n..r, br p.rabk 1I493 Ni\! I ' Sil VS 1, 90 .. r — ..... t
d.nvl f�751 UIl I::: J
Gun WI.JaI141 tiu,r, 1.^n 095 lIO V'� 1J] �•^^.. i � '
ILo 75, IU7
IILJ tilt. UFtlU
HIV WI 1� � •,.i... -
}
I1 uxl camp IA X.LfA NI f1715 '• ::•.,
I i"�. i, hU XIY frl e � � !/l XII te1 ri "l•J.�: �r:.•: .•.•.': •. •.'.':.',';'. ��,:.,: :. :: \l .. I.���.I .. ,..
krl,u.. �,. ...... •rr.l .,, p,ucn,lx,as
I... ,vh. ... .. •I.Iw ,..n X,,,.h J.I.. ,.t .. .L• .... . ........, "S ..r ,.rh ..•,.
•...„.•I. .., ...1 .. x,1.. L.:,n mJ,flr.. ,la ,r,.. ., II" .. .. ..-.... .......J�,;"•Iv
'l

Irrigation Water Conveyance
High -Pressure, Underground, Plastic
Pipeline Specifications
Installation
Minimum depth of hover: Pipe shall be installed at suffi-
cient depth below the ground surface to provide protection
from hazards imposed by traffic crossings, farming opera.
tions, freezing temperatures. or soil cracking. Ae'minimum
depth of cover for pipe susceptible to any of these hazards
shall be:
Pipe diameter Death of corer
&P No
+h through 21A...:::............................_....
3 through 5.................................................................... 24
6 or more. 30
In areas where the pipe will not be susceptible to freez•
Ing and vehicular or cultivation hazards and the soils do not
crack appreciably when dry, the minimum depth of cover
may be reduced to:
Pipe diameter Depth of fewer
N M
'A through 1 +h............................................................... 6
2 through 3.................................................................... 12
4 thi" B........................................................ is
Monthan 6................................................................... 24
In cranberry bogs where the pipe is not susceptible to
freezing and heavy equipment is never allowed, the mini•
mum depth of cover may be fi in for a 64n diameter pipe
and 12 in for a larger pipe.
The minimum cover for polyethylene pipe is 6 in but may
be reduced to 2 in where conditions warrant The minimum
cover for PVC pipe in cranberry bogs, where the pipe is to
be protected from freezing after winter flooding, shall be 12
in, if the winter flood equals or scoeeds 12 in. Where the
winter flood is less than 12 in, the top of the pipe shall be
at least 24 in below the water surface. Sotvent-welded joints
shall be used at all connections of PVC pipe where peat
and muck exist in their normal layered pattern. Rubber
gasket joints may be used following normal bedding proce-
dures where coarse sand or cement layers exist.
At low places on the ground surface, extra fill may be
placed over the pipeline to provide the minimum depth of
cover. The top width of the fill shall then be no less than 10
ft and the side slopes no steeper than fist. If extra protec.
tion is needed at vehicle crossings, encasement pipe or
other approved methods may be used.
Trench construction. The trench at any point below
the top of the pipe shall be only wide enough to permit
the pipe to be easily placed and jointed and to allow the
initial bacicfill material to be uniformly placed under,the
haunches and along the side of the pipe. The maximum
trench width shall be 36 in greater than the diameter of
the pipe. If the trench is precision excavated and has a
SCS, January f989
semicircular bottom that closely fits the pipe, the width
shall not exceed the outside diameter of the pipe by
more that 10 percent.
The trench bottom shall be uniform so that the pipe lies
on the bottom without bridging. Clods. racks, and uneven
spots that can damage the pipe or cause nonuniform sup-
port shall be removed.
If rocks, boulders, or any other material that can damage
the pipe are encountered, the trench bottom shall be under-
cut a minimum of 4 in below final grade and filled with bed-
ding material consisting of sand or compacted fine-grained
soils.
Pipelines having a diameter of ,A through VA in that are
to be placed in areas not subject to vehicular loads and In
soils that do not crack appreciably when dry may be placed
by using "Plow -in" equipment instead of conventional
trenching.
Provisions shall be made to insure safe working condi-
tions where unstable soil, trench depth, or other conditions
can -be hazardous to personnel working in the trench,
Placement. Care shall be taken to prevent permanent dis-
tortion and damage when handling the pipe during unusu-
ally warm or cold weather. The pope shall be allowed to
come within a tow degrees of the temperature it will have
after it Is completely covered before placing the backfill,
other than that needed for shading, or before connecting
the pipe to other facilities. The pipe shall be uniformly and
continuously supported over its entire length on firm stable
material. Blocking or mounding shall not be used to bring
the pipe to final grade.
For pipe with bell joints, bell holes shall be excavated in
the bedding material, as needed, to allow for unobstructed
assembly of the joint and to permit the body of the pipe to
be in contact with the bedding material throughout its
length.
Joints and connections. All joints and connections shall
be designed and constructed to withstand the design maxi-
mum working pressure for the pipeline without leakage and
to leave the inside of the line free of any obstruction that
may tend to reduce its capacity below design requirements.
All fittings, such as couplings, reducers, Mends, tees, and
crosses, shalt be installed according to the recommenda-
tions of the pipe manufacturer.
Fittings made of steel or other metals susceptible to cor.
rosion shalt be adequately protected by being wrapped with
plastic tape or by being coated with a substance that has
hibh contusion -preventative qualities. It plastic tape is used,
all surfaces shall be thoroughly cleaned and coated with a
primer compatible with the tape before wrapping.
Thrust blocks. Thrust blocks must be formed against a
solid hand-e=vated trench wall undamaged by mechank
cal equipment. They shall be constructed of concrete, and
the space between the pipe and trench wall shall be filled
to the height cr•the outside diameter of the pipe or as spec•
ified by the manufacturer.
Testing. The pipeline shall be tested for pressure strength,
leakage, and proper functioning. The tests may be per-
formed before backfilling or anytime after the pipeline is
ready for service.

Irrigation [4atar Conveyance ysu-uL-D
Tests for pressure strength and leaks shall be accom-
plished by inspecting the pipeline and appurtenances while
the maximum working pressure is maintained and all joints
and connections are uncovered, or by observing normal
operation of the pipeline after it is put into service. Partial
backfills needed to hold the pipe in place during testing
shall be placed as specified in "Initial Backtill," Any leaks
shall be repaired and the system retested.
The pipeline shall be tested to insure that it functions
property at design capacity. At or below design capacity
there shall be no objectionable Ilaw conditions. Objectiona-
ble flow conditions shall include water hammer, continuing
unsteady delivery of water, damage to the pipeline, or detri-
mental discharge from control valves.
Initial backfill. Hand, mechanical, or water packing meth-
ods may be used.
The initial backlitl material shall be soil or sand that is
free from rocks or stones larger than 1 in, in diameter. At
the time of placement, the moisture content of the material
shall be such that the required degree of compaction can
be obtained with the backfill method to be used. The initial
backfill material shall be placed so that the pipe will not be
displaced, excessively deformed, or damaged.
It backfilting is done by hand or mechanical means, the
inftlal fill shall be compacted firmly around and above the
pipe as required to provide adequate lateral support to the
pipe.
If the water packing method is used, the pipeline first
shall be filled with water. The initial backfill before wetting
shall be of sufficient depth to insure complete coverage of
the pipe after consolidation. Water packing is accomplished
by adding enough water to diked reaches of the trench to
thoroughly saturate the initial backfill without excessive
pooling. After the backfill is saturated, the pipeline shall
remain full until after the final backfill is made. The welted
fill shall be allowed to dry until firm before beginning the
final backfill.
Final backfill. The final backfill material shall be free of
large rocks, frozen clods, and other debris greater than 3
in. in diameter. The material shalt be placed and spread in
approximately uniform layers so that there will be no
unfilled spaces in the backfill and the backfill will be level
with the natural ground or at the design grade required to
provide the minimum depth of cover after settlement. Poll-
ing equipment shall not be used to consolidate the final
backfill until the specified minimum depth of cover has
been placed.
All special backfiiling requirements of the pipe manufac-
turer shall be met.
Basle of acceptance. The acceptability of the pipeline
Shall be determined by inspections to check compliance
with all the provisions of this standard with respect to the
design of the line, the pipe and pipe marking, the appurte-
nances, and the minimum installation requirements.
Cartifications and guarantee. It requested by the state
conservation engineer, a qualified testing laboratory must
certify with supporting lest results that the pipe meets the
requirements specified in this standard. The seal of
approval of a recognized laboratory on pipe bearing one of
the ASTM designations listed in this standard may be
accepted for this certification.
The installing contractor shall car* that his or her instal.
lation complies with the requirements of this standard. He
or she shall furnish a written guarantee that protects the
owner against defective workmanship and materials for not
less than t year. The certification identifies the manufac-
turer and markings of the pipe used.
Materials
Ouallty of plastic pipe. The compound used in manufac•
turing the pipe shall meet the requirements of one of the
following materials:
1. Polyvinyl chloride (PVC) as specified In ASTM-t7-1784.
Code
Material classification
lype 1, Grade 1......................................................... 12454--8
type 1, Grade 2......................................................... 1246E-C
Type it. Grade 1........................................................ 14333-0
2. Acrylonitrile-butadiene.styrene (ABS) as specified in
ASTM-0-1768.
Cods
Material ctessifieation
Type I. Grade 2......................................................... 5-2-2
Type I. Grade 3._................. ..................................... 3-5-5
'type II, Grade 1........................................................ 4-4-5
3. Polyethylene (PE) as specified in ASTM-0-1248.
Cade
Material classification
Grade P14, Ctau C.................................................. IC-P14
Grade P23, Class C.................................................. ttC-P23
Grade P33, Class C.................................................. tllC-P33.
Grade P34, Class C...................... I........................... WC-P34
The pipe shall be homogeneous throughout and free
from visible cracks, holes, foreign matter, or other defect.
The pipe shalt be as uniform in color, opacity, density, and
other physical properties as is commercially practicable.
Pipe requiremanfs. All pipe installed under this standard
shall be pressure rated for water.
The relationship between standard dimension ratios,
dimenslons, hydrostatic design stresses, and pressure rat-
ings shall be determined by one of the following formulas:
For PVC. ASS, and PE pipe with outside diameter
controlled:
2P .T for P .A-1
SCS, January 1989

Michael F. Easley, Governor
C� p William G. Ross Jr., Secretary
02 6 North Carolina Department of Environment and Natural. Resources
j [ Alan W. Klimek, P. E., Director
y Division of Water Quality
4 'C
May 1, 2003
James Peay
Jimmy Peay Nursery 1&2 & Kenneth Peay Nursery
4234 Little Kelly Road
Rocky Point NC 28457
Subject: Certificate of Coverage No. AWS710028
Jimmy Peay Nursery 1 &2 & Kenneth Peay
Nursery
Swine Waste Collection, Treatment,
Storage and Application System
Pender County
Dear James Peay:
On April 28, 2003, the North Carolina General Assembly ratified--Senate-Bill -733--which-directs the -
Division of Water Quality (Division) to extend the expiration date of the Swine Waste Operation General
Permit AWG100000. Therefore, the General Permit has been re -issued by the Division to extend the
expiration date to October 1, 2004. During the period of this extension the Division will be working with
all interested parties on the development of a new version of the Non -Discharge General Permit.
In accordance with your application received on January 17, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to James
Peay, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS710028 which expired on April 30, 2003.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Jimmy Peay Nursery 1&2 & Kenneth Peay Nursery, located in Pender County,
with an animal capacity of no greater than an annual average of 7800 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 October 1, 2004: Pursuant to this COC, you
are authorized and required to operate the system in confortnity 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.
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 toone ate
conveyunder this permit ro ertri in either real r ersonal ro ert .
h09—NR
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Customer Service Center
An Equal Opportunity Action Employer
Internet hftpJ/h2o.enr.state.nc.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% post -consumer paper

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 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 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 Iisted 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 Wilmington 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 Michelle Barnett at [phone] ext. 544.
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Wilmington Regional Office, Water Quality Section
Pender County Health Department
Pender County Soil and Water Conservation District
Permit File AWS710028
NDPU Files

�(� ► �sr., T Tm Tr�
Producer: Krsr rue- r� Pea.I 4 °� {
1
Location; 1'� ()G1
Telephone: (910) QSC( d`I'7( /
Type Operation: ( ten - Fec:.d e V�
Number of Animals: -7'300
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting
nutrient. Waste should be analyzed before each application cycle. Annual soil tests are
strongly encouraged so that all plant nutrients can be balanced for realistic yields of the
crop to be grown.
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply more nitrogen than the crop
can utilize. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and available water holding capacities.. Normally'
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 10 tons per acre per
year. Do not apply waste on saturated soils, when it is raining, or when the surface is
frozen. Either of these conditions may result in runoff to surface waters which is not
allowed under DEM regulations. Wind conditions should also be considered to avoid drift
and downwind. odor problems. To maximize the value of nutrients for crop production
and to reduce the potential for pollution, the waste should be applied to a growing crop or
applied to bare ground not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis
report from your waste management facility. Attached you will find information on
proper sampling techniques, preparation, and transfer of waste samples to the lab for
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 211.0217 adopted by the Environmental Management Commission.

nu
:lTv'1:
Amount of Waste Produced Per Year(allons, . t3, torts, etc.)
•f ors5
-T SCE animals X.qj(amt.) waste/animal/year =3 7 (amt.) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
_710Canimals X,q?lbs. PAN/animallyear lbs. PAN/year. (PAN from N. C. Tech.
Guid&Std. 633)
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tv -De Per Ac. * Utilized Annlication
Total I _ I I
* This N is from animal waste only. If nutrientsfrons other sources such as commercial
fertilizer are applied, they must be accounted for. N must be based on realistic vield
expectation.
NOTE. The applicator is cautioned that P and K maybe over applied while meeting the N
requirements Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern: counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not ovwt
adequate land [see Required Specification 2])
Traot, Field Soil Crop Lbs. N Acres Lbs. N Month of
* See footnote for Table].
Totals fiom above Tables
Acres Lbs. N
Utilized
Table 1
Table 2
Total
Amount of
Surplus oIjI(
aa,v
L(
Produced
3 y
aG- ri
it I 643—lei e
NOTE: The Waste Utilization Plan must contain provisions far 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.
3

�4,
See attached rnap showing the fields to be used far the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate hVHr Amount In.
1 3 qi 5 N1 Q Jam. 5 T I,
THUS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL
BE NEEDED FOR DRY LTITER OR SLURRY.
*3 la nog, s
Your facility is designed for I ,u days of temporary storage and the temporary storage
must be removed on the average of once every[a MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation if
Call the local Natural Resources Conservation Service (formerly Soil Conservation
Service) or Soil and Water Conservation District office after you receive the waste
analysis report for assistance in determining the amount per acre to apply and the.proper
application rate prior to —applying the waste.
Narrative of operation:
?-c I %
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Ile
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REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff drift, manmade
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited. Illegal
discharges are subject to the assessment of civil penalties of $10,000 per day by the
Division of Environmental Management for every day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land on which to properly apply the waste.
If the producer does not own adequate land to properly dispose of waste, he shall
provide NRCS with a copy of a written agreement (sample enclosed) with a landowner
who is within a reasonable proximity, allowing him/her the use of the land for waste
application for the life expectancy of the production facility. It is the responsibility of
the owner of the facility to secure an update of the Waste Utilization Plan when there
is a change in the operation, increase in the number of animals, method of utilization,
or available land.
3. Animal waste shall be applied to meet, butt not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions,
and level of management, unless there are regulations that restrict the rate of
application for'other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS)
or an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be
no greater than 10 tons per acre per year and appropriate filter strips will be used
where runoff leaves the field. These filter strips will be in addition to 'Buffers"
required by DEM. [See FOTG Standard 393 -Filter Strips and Standard 390
(Interim) - Riparian Forest Buffers.]
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when the wind is blowing.
When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not
occur during a -season prone to flooding. (See "Weather and Climate in North
Carolina" in the Teclmical Reference - Environment file for guidance.)

Y-AAN
.,,. ..,, .,..,.,, .».rv..� ..,.. r. S.-r ». ... ... ... .... .., ........,. ,. ..».rr.. n,..r ,., .,,..,., ....,...... .v........ .,.n. .. r.nnrr+...,rr ..,r... ,,....,....,,
REQUIRED SPECFICATIONS
(continued)
T . Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offske or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control conditions conducive to odor or flies and provide uniformity of application..
S. 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 no
more than 20 to 25 percent of the leaf area is covered.
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
on bare soil.
11. Animal waste 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 to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14. Waste shall be applied in a manner not to.reach other property and public right-of-
ways.
15. Animal waste shall not be discharged into surface waters, drainageways or wetlands by
a discharge or by over -spraying. Animal waste may be applied to prior converted
wetlands provided they have been approved as a land application site by a "technical
specialist". Animal waste should not be applied on grassed waterways that discharge
directly into water courses, and only then at agronomic rates provided the application
causes no runoff or drift from the site.

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UQUaED SPECIFICATIONS
(continued)
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
17. Lagoons and other uncovered waste containment structures must maintain a maximum
operating level to provide adequate storage for a 25-year, 24-how storm event in
addition to the one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas
where considered appropriate. Lagoon areas should be kept mowed and accessible.
Lagoon berms and structures should be inspected regularly for evidence of erosion,
leakage, or discharge.
19. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan” which will eliminate the
possibility of an illegal discharge, pollution and erosion.
20. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should
be kept on site.

v ZJ ...:..... .
I.C."=0
WASTE UTILIZATION PLAN AGREEMENT
r �7 ,
Name of farm: .,�, ram. �' c,• `� a e n r. �� e �1 1�..• se r 'j < 't>
Owner/Manager Agreement
I (we) understand 'and will follow and implement the specification 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 Division of Environment Management (DEM) before
the new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface wasters 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 DEM upon request.
Name of Facility Owner: 3 'Pe
(Please print)
Signature: Date:
Name ofManager(If diffeLt from owner):
Signature: ,,Date:
Name of Technical Specialist: (Please print) ll� VV e`j e
Affiliation: A U�ph4 -Fa vvn --
Address (Agency): I'D p c5,c
co [4 , l
Signature:
/�C. as 9 5 S
Date: I� r9

Im

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Environmental Chemists, Inc.
CIvD 6602 Windmill Way • Wilmington, North Carolina 28405
[phone] (Lab) • [phone] (Fax)
,]UN 12 Z001 [e-mail]
CONSULTING
CHEMISTS NCDENR: DWQ CERTIFICATE #94, DLS CERTIFICATE #37729
Customer:
NCDENR-DWQ
127 N. Cardinal Drive Ext.
Wilmington, NC 28405
Attn: Stonewall Mathis
Date Sampled:
Sampled By:
STREAM. -
REPORT OF ANALYSIS
06/04/01
Stonewall Mathis
Date of Report: June 6, 2001
Purchase Order #:
Report Number: 1-3447
Report To: Stonewall Mathis
Sample ID
Up
# 5562
Down 1
# 5563
Down 2
# 5564
Fecal Coliform, colonies/100 mL
96
20,000
210,000
Comments:
Reviewed b)
approved for release to the client.

envirochem
J
ENVIRONMENTAL CHEMISTS, INC
Sample Collection and Chain of Custody
"M Windmill way
Wilnangton, NC 29405
Phonies (910) 3924C23
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F �1� 392-4A24
ail: EchemMi-
aol.com
CaHected BY:
S—fa 4 11
Report No:
m i ll e• 1= inn
ent. E = Effluent. Wets
=Stye - SO email
SIP- Sludge Other:
Sample Identification
Collection
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PRESERVATION
ANALYSIS nQULMD
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NOTICE — DECIFIL A'I'ION : Samples for Ammonia, TKN, Cyanide, Phenol, and Bacteria must be dechlorinated
0.2 ppm or leso in the field at the time of collection. See reverse side for instructions;
Transfer
Relinquished By:
Date/Time
Received By:
Date/Time
1.
.
2. .
Temperature wheQ Received: Z-OC Accepted: ✓ Rejected: Resample Requested:
Delivered By: Received By: � _ Date: j, It) 1. Time: os Prt
4 Comments:
,.4

IMPORTANT NOTICE
North Carolina Division of Water Quality (NCDWQ) is strictly enforcing EPA regulations for sample collection and
preservation.
Client Most Provide the Following Information
1. SAMPLE IDENTIFICATION (Container Associated with requested testing)
2. SAMPLE TYPE (Composite, Grab, Water, Soil, etc.)
3. DATE COLLECTED
4. TIME COLLE D
5. SAMPLE COLLECTOR
b. PRESERVATION (Including Temperature and pH)
Tenmersture: Samples MUST be refrigerated or received on ice between 2 and 5 ° C. Samples received
within two (2) hours of collection must show a downward -tread. Therefore, please record temperature at
collection in space provided on collection sheet. i .
pH: A two (2) hour limit to chemically preserve samples by pH adjustment is allowed, except for metals
samples reported to the Groundwater Section which must be acidified at the time of collection.
Caution n
These sample bottles may contain small amounts of acid or other corrosive and potentially harrdW
chemicals. Laboratories are required to add these chemicals for certain analysesin order to comply
with EPA preservation requirements. Use extreme care when opening and handling the bottles. if
any chemical should get on your skin, or clothes flush liberally with water and seek medical attention.
DECHLORINATION INSTRUCTIONS k
CAUTION: DO NOT Mix thiosulfaw with acid in bottle before collecting samples as. a
violent reaction will occur. ;
DecKorinaft Sam les dmit-Require Acid Preservation
1. Add 4-5 granules of thiosulfate to a bottle with, no acid preservative (unpreserved BOD/TSS bottle).
2. After nuxWg to dissolve the thiosulfate, pour half of the swWle into a bottle containing acid as a
preservative (Ammonia/TKN).
I Then completely fill both bottles with fresh sample.
The Laboratory will verify and document the above requested information. -
rd,VCAC ZH.0805 Ua 7
"At any time a laboratory receives samples which do not meet sample collection, holding time, or preservation
requirements, the laboratory must notify the sample collector or client and secure another sample if possible. If another
sample cannot be secured, the original sample may be analyzed, but the results reported must be qualified with the mature
of the infraction(s). And the laboratory must notify the State Laboratory about the infraction(s). -The notification must
include a statement indicating corrective actions taken to prevent the problem for future samples.
r 0805 "

rk
FROM Yg
PHONE NO. : Jun. 09 2001 11:46AM P02
MEMO TO: DWQ Officer
FROM: Jimmy Peay
DATE: 1une 9, 2001
SUBJECT: Animal Waste Spill
On the morning of June 4, 2001, House #2 pit recharge was being refilled. My employee
arrived at. House #2 to find animal waste overflowing out of the house on the ground. The
employee went to another house on the farm where our service person was and asked him
to cone to House #2. When the service person arrived at House #2 he proceeded to the
back of the house where the overflow pipe is. He found where dried up feed and animal
waste had stopped the overflow hole up. At that time he pulled the pipe to flush or empty
the house and at the same time would stop the animal waste from overflowing out of the
house. The employee paged me twice and I called back when I learned of the problem. At
this time it is around 10:30 AM. 1 arrived at the farm about fifteen minutes later and saw
that the overflow had stopped. I began to search where the waste might have gone and
upon seeing some in the woods near the house, I became concerned that some of the
waste might have entered a ditch there. My next step was to notify a Murphy Farm
Waste Utilization Office. A representative arrived about an hour later and looked the
situation over and we decided to call DWQ. Stonewall Mathis arrived about 1:00 PM to
look the situation over. I took a shovel and put some dirt in a few places to stop the flow
of the waste from entering the ditch. Mr. Mathis and myself walked in the woods up and
down the ditch and he took samples of water out of the ditch, He also took pictures. �
showed him the where the flush pipe had stopped up because of a small overflow hole.
While he was there, I took a saw and cut a bigger hole in the pipe to make it twice the
original sire. I also cut a hole on the other side of the pipe this size. This will stop or
prevent this from happening again.

Michael F. Easley
Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Kerr T. Stevens, Director
Division of Water Quality
June 6, 2001
CERTIFIED MAIL 4 7000 2870 0000 1709 6311
RETURN RECEIPT REQUESTED
Mr. -James Peay
4234 Little Kelly Road
Rocky Point, NC 28457
Subject. Notice of Violation
Jimmy Peay Nursery 1 &2
Facility Number: 71-28
Pender County
Dear Mr. Peay:
This is to notify James Peay, who holds Certificate of Coverage AWS710028 under
Swine Waste General Permit AWG100000 issued pursuant to North Carolina General Statute
143-215.1, of violations of N.C.G.S. 143-215.1 and the General Permit.
On June 4, 2001, in response to your notification of an animal waste discharge at the
referenced facility, Mr. Stonewall Mathis of the Wilmington Regional Office of the Division of
Water Quality performed an inspection of your animal operation and the animal waste
management system serving this operation. During the inspection, Mr. Mathis observed the
following:
1) Animal waste had discharged from a swine house and was discharging into an
unnamed tributary of Rileys Creek. Rileys Creek is classified as C Swamp waters
of the State in the Cape Fear River Basin. This is a violation of N.C.G.S. 143-
215.1 which requires that no person shall make an outlet into the waters of the
State without having obtained and abided by the appropriate permit.
2) You indicated that the animal waste had discharged from the swine house as a
result of the pit recharge pump being left on as well as a blockage occurring in the
overflow pipe. This is a violation of Part II. Operation and Maintenance
Requirements, Section 1 of the General Permit which requires that the collection,
treatment, and storage facilities, and land application equipment and fields shall
be maintained at all times and properly operated.
Wilmington Regional Office
127 Cardinal Drive Extension Phone: [phone]
Wilmington, NC 28405-3845 Fax; [phone]

Mr. James Peay
June 6, 2001
Page Two
Please submit a Plan of Action which addresses the above noted violations. The Plan of
Action should include a list of any and all modifications that have been and will be implemented
to correct the noted violations and prevent their recurrence along with a timetable for completion
of the modifications. The written Plan of Action must be submitted to this office within ten (10)
days of receipt of this notice.
This discharge of animal waste to the surface waters of the State is estimated to be in
excess of 15,000 gallons. This requires that a public notice and a press release be issued in
accordance with North Carolina General Statute 143-215.1OC(h). Please submit a copy of the
public notice, proof of publication, a copy of the press release, and a list of the news media to
which the press release was issued in writing along with the Plan of Action.
Be advised that the Division of Water Quality may take further action in these matters
including assessment of civil penalties, injunctive relief, and permit revocation.
If you have any questions concerning this matter, please do not hesitate to call Mr.
Stonewall Mathis at 910-395-3900 ext. 203.
Sincerely,
'a a 6�
Rick Shiver 4
Water Quality Regional Supervisor
cc: Jason Turner, Pender County Soil and Water Conservation
Harry Lewis, Pender County Health Department
Kraig Westerbeek, Murphy Farms, Inc.
Patrick Fussell, DSWC-WiRO
DWQ Non -Discharge Compliance/Enforcement Unit
Wilmington Files 71-28
S:1WQSIANIMALSIPENDER12001171-28nov

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality I T
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens., Director
MEMORANDUM
FCIVEp ,
SEP 2 9 2000 CDENR
NORTH CAROLINA DEPARTMENT OF
NVIRONMENT AND NATURAL RESOURCES
September 27, 2000
TO: Wilmington Regional Water Quality Supervisor
FROM: Sue Homewood
SUBJECT: Notification of Facility Number Change
The following changes have been made to the Animal Operations Database. Please make
appropriate changes in your files.
Facility numbers 71-27 and 71-28 were combined under one facility number 71-28. Facility
number 71-27 was deleted from the animal operations database.
If you have any comments or questions please feel free to call me at [phone] ext 502.
1617 Mail Service Center, Raleigh, Forth Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled110% post -consumer paper

State of North Carolina
RECEIVED
Department of Environment
'
and Natural Resources
OCT 0 3 2000
f
i t
Division of Water Quality
BY:
t
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
James Peay
Jimmy Peay Nursery 1 &2
4234 Little Kelly Road
Rocky Point NC 28457
Attn: Jimmy Peay
Dear Jimmy Peay:
I T T 0 •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
September 27, 2000
Subject: Certificate of Coverage No. AWS710028
Jimmy Peay Nursery 1 &2
Swine Waste Collection, Treatment,
Storage and Application System
Pender County
In accordance with your application received on April ' 10, 2000, we -are forwarding this
Certificate of Coverage (COC) issued to James Peay, authorizing the operation of the subject animal
waste collection, treatment, storage and land application system in accordance with General Permit
AWG100000. This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the Jimmy Peay Nursery 1 &2, located in Pender County, with an
animal capacity of no greater than 7800 Wean to Feeder and the application to land as specified in the
Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and Iimitations
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, or penalties in accordance with NCGS
143-215.6A through 1437215.6C including civil penalties, criminal penalties, and injunctive relief.
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.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled110% post -consumer paper

Certificate of Coverage AWS710028
Jimmy Peay Nursery 1&2
Page 2
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.
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 Wilmington 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 JR Joshi at [phone] ext. 363.
cc: (Certificate of Coverage only for all cc's)
Pender County Health Department
Wilmington Regional Office, Water Quality Section
Pender County Soil and Water Conservation District
Permit File
NDPU Files

Yab
State of North Carolina wfiT� �1 RFD
Department of Environment and Natural Resources "SEC1I0N
t
Division of Water Quality 4PR.1 U
:. Non -Discharge Permit Application � r4�&
(rfrs irE'AS nNxrciNnt� "claroo pb4r1r .
General Permit - Existing Animal Waste Operations '.wto
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections that are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
LI Facility Name: Jimmy PCay Nurscr.y 1&2
1.2 Print Land Owner's name: James Peay
1.3 Mailing address: 4234 Little Kelly Road
City, State: Rocky Point NC Zip: 28457
Telephone Number (include area code):
1.4 County where facility is located: Pender
1.5 Facility 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): Take NC Hwy 210 west to SR 1409. Turn right and farm is
on the west side 0.3 miles past SR 1439.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Murphy Family Farms
1.8 Date Facility Originally Began Operation: 02/03/95
L9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 71_ (county number); 28 (facility number).
2.2 Operation Description: Swine operation
Wean to Feeder
5200- Certified Design Capacity
Is the above information correct? ld tyes; Ono. If no, correct below using the design capacity of the facility
The "No. of Animals" should he the maximum number for which the waste management structures were designed.
Type of Swine No. of Animals Type of' Poultry No. of Animals Type of Cattle No. of Animals
• Wean to Feeder • Layer Dairy -
• Feeder to Finish Non -Layer Beet'
• Farrow to Wean (# sow) • Turt:cy
• Farrow to Feeder (# sow)
• Darrow to Finish (# sow)
Other Type of Livestock on the; farm: No. of Animals:
FORM: AWO-G-E 5/2x/98 Page 144 71 - 28
1

97
Facility Number: 71 - 28
Facility Name: Jimmy Pcay Nursery 1&2
iw
4. APPLICANT'S CERTIFICATION:
RECEIVED
WATER QI1ALIrySEC7i0N
Nan-Diccharoo pamriiang
i, _J (Land Owners name listed in qucslion 1.2), attest that
this application For — I"�i" ]y ~�t%t�,'� M, i (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. l understand that il' a[l required parts of this
application are not completed and that if al] required supporting information and atlachments are not included, this application package
will be reurrnc,(ko me as incornDLte. I
Signature V� �; Qt'L� _ _ _ Date 0
5. MANAGER'S CERTIFICATION: (complete Only if different from the land Owner)
(Manager's name listed in questio❑ 1.5), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the hest 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
[late
THE COMPLETED APPLICA,riON PACKAGE. INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FOICNI: AWO-G-E 5/28/98 Page 3 of'4 71 - 28

r
c
2.3 Acreage cleared and available for application (excluding all required buffCl's and areas not covered by the application
system): 22.00 ; Required Acreage (as listed in the AWMP):
2.4 Number of I t oo , storage ponds (circle which is applicable):
2.5 Are subsurface drains present within 100'of any of the application fields:` YES or j NO please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)7 YES (yr please circle one)
2.7 Does this facility nice( all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
i} I ' YES r NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited" J •) � '�A `I J'
nl� c
What was the dale that this facility's land application areas were sited? �7 '
3. 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.
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location ol'the animal waste facilities and
field locations where animal waste is land applied',
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit application
for animal waste operations.
The CAWMP must include the following components. Some of these components nary not
have been required cat the tune the facility was certified but should be added to the
CAWMP far permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
33,5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
33.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3. lQ A site schematic.
3.3. t 1 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with (he selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility,
3.3.16 Operation and Main(enaace Plan.
If your CAWMP includes any components not shown can this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 11,ike 2 of 4 71 - 28

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{ 2 5' 1994
POST OFFICE BOX 759 • ROSE HILL, NORTH CAROLINA 28458
[phone]
July 13, 1994
Mr. Jeff Raifsnider
District Conservationist
USDA - Soil Conservation Service
PO Box 248
Burgaw, NC 28425
Re: Jimmy Peay-2600 Nursery
Dear Mr. Raifsnider:
Enclosed for your review is the completed Animal Waste Management
Plan for the above referenced swine farm. Specific items included
in this package are as follows:
- Location Map
- ASCS Tract Map
- SCS Soil Survey Map
- SCS Soils Investigation Report
- Lagoon Calculations Spreadsheet
- Operation & Maintenance Plan for Lagoon
- Construction Specifications for Lagoon
- Site Seeding Requirements
- Earthwork Calculations
- Waste Utilization Plan (***N/A for contract growers***)
- Site Plan with Construction Details
It is my understanding that the Waste Utilization Plan for this
farm will be developed for the grower by your office.
Please contact me at [phone], ext. 529 if you have any
questions concerning this package.

:.a• ..ir - '",,�••"z'Lti'7w::Y.''l1 •, •P3•�st:� ;79"rYlf:.?!,_i:i:t:rt3s�'�ilEl�ftFYi11.�9[5S€t!:kRiR�f�Af4iRiMYSL�f�Zf4�"A.
OEM -
sincerely:
R
R' sincerely:
M. Kevin Weston
Engineering Technician
MKW
Enclosures
cc: File
Jimmy Peay (complete package)
Roger Wells, Murphy Farms Construction Dept. (site plan only)

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TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(lase one of systems below)_'
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW-Well graded gravels; gravel, sand mix
GP -Poorly graded gravels
GM -Silty gravels; gravel -sand -silt mix
GC -Clayey gravels; gravel -sand -clay nix
g-gravel '
s - sand
vf---very fine sand
sl-sandy Ioam '
SW -Well graded sands; sand -gravel mix
fsl-fine sandy loam
SP - Poorly graded sands
1- loam
SM -Silty sand
'SC. -Clayey sands;' sand -clay mixtures
gl - gravelly loam
si - silt '
ML -Silts; silty, V. fine sands; sandy or clayey silt
sit - silt.loam
tl.-Clays of loan to medium plasticity
CHI -Inorganic clays of high plasticity
cl-clay Ioam
sicI-silty clay loam
MH-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
L Suitable material for embankment is available
mwm sIQU
CZYes 0 No (Indicate where located art the SAWCA an
REMARKS- 1 ! f
SV;"a M4:.ata'ra.l /S 4Vula�.plC
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2. Explain hazards requiring special attention in design (Seeoaa., c,► etc,)
j!r'Lgv #,t-s - a- t�"ire L-emJ% vv%dee centiet4i + d
rJ1 ���n d10Wv� �D JCS YYL4�LI'-iQ�,� • { i .S' Z �a, f
GENERAL REMARKS.
Cal �urA1 I�Sadrt:t'.T �Slnlfd . '
24
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1511

ATTACH24ENT A
Page 1
WASTE UTILIZATION PLAN
Producer -7,movq Pta. County Ptndtr'
Address 4234 Li#41t. kal! R4. P4. Kind of Operation Wt4,h - Fee.J& •
2woo Type of Waste Facility Ana.&ro61t,
Your animal waste management facility has been -designed for a
given storage capaciy . When the waste reaches the designed
level, it 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 on 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 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 potental. 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. injecting the waste
or disking will conserve nutrients and reduce odor problems.
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Acreage
requirements may be more or less based on the waste analysis
report from your waste management facility.
The design of your waste management facility is based on the
following:
Amount of Waste Produced Per Year:
Z`oo animals x A> waste /animal/yr a 0+0 total waste
produced.

.�*w.n.+......:�:..,.e•.ia:n. .+�^ra��.n . ,. .. :u.:e��+:+' �.ra�.a-..wncwu-e-rznao.r.++:zr .�enn.asraw.n.ra., _ae.v�:,. .e.�.:,+.a�,.�+�,:
'11l�i:t
ATTACH24M A
Page 2
Amoun& .of Nitrogen Produced Per Year.
v000 animals x q% lbs N/animal/yr 1146 total N
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. Your facility is designed for too days of
storage. Therefore, it will need to be pumped every
months.
The following acreage for waste application will be needed
based on the crop to be groin and surface application:
Field snit Crop Realistic Lbs. M Acres Lbs. M Mcnt9 of
Typo Yield Per Ac. Utilized Application
Narrative of Operation
Call the Soil and Water Conservation District office after you
receive waste analysis report to obtain the amount per acre to
apply and the irrigation application rate prior to applying
waste.
Prepared bye.w.�e
N"'�Lme Titled� Date
Concurred in by L}L 9
P oduce 'Date
(Copy to produc Rnd copy to case tile)

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Operator:JIMMY PEAY County: PENDER Date: 06/17/94
Distance to nearest residence (other than owner): 4500.0 feet
1. 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 The
2600 head (wean to feeder) x 30 lbs. - 76000
The
Describe other
0
Total Average Live Weight = 78000
The
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 780eO lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 240.0
Inside top width (feet)---------------------- 110.0
Top of dike elevation (feet)----------------- 100.7
Bottom of lagoon elevation (feet)------------ 90.7
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
DEPTH
3.0 3.0 3.0 3.0 234.0 104.0
9.0
AREA OF TOP
LENGTH * WIDTH =
234.0 104.0 24336 ( AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
180.0 50.0 9000 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
207.0 77.0 63756 (AREA OF MIDSECTION *
4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
* DEPTH/6
24336.0 63756.0 9000.0
1.5

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5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
240.0 110.0 26400.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 26400.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 78000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 142480 gals. or 19048.1 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day + 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 15400.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 8.0 inches / 12 inches per foot * DA
Volume = 17600.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
19048
cubic
feet
5B.
0
cubic
feet
5C.
15400
cubic
feet
5D.
17600
cubic
feet
TOTAL 52048 cubic feet
'�. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour rainfall__________________> 8.0 inches
Freeboard=================--================> 1.0 feet
Side mopes_________________________________> 3.0 . 1
Inside top 240.0 feet
Inside top width==--__.._..__-_________..______> 110.0 feet
Top of dike elevation======_________________> 100.7 feet
Bottom of lagoon elevation==================> 90.7 feet
Total required volume========== ========--=> 130048 cu. ft.
Actual design volume========================> 145638 cu. ft.
Seasonal high watertable elevation (SHWT)===> 96.5 feet
Stop pumping 96.9 feet •
Must be > or = to the SHWT elev. ======--=> 96.5 feet
Must be > or = to min. req. treatment el. => 96.7 feet
Required minimum treatment volume===========> 78000 cu. ft.
Volume at stop pumping elevation============> 85184 cu. ft.
Start pumping elev. -------------------_-____> 98.8 feet «
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 128038 cu. ft.
Volume at start pumping elevation==--=======> 124548 cu. ft.
Required volume to be pumped==--= ======--=> 34448 cu. ft.
Actual volume planned to be pumped==========> 39365 cu. ft. +
Min. thickness of soil liner when required==> 1.5 feet
7 DESIGNED BY: �1/r�"� APPROVED BY: 4 . '"`
DATE: 'y/��/9 y DATE: 711 f/9¢
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

Operator: ----__=_— -------------- ...=_==4MMYPEAY
Coun==-----_,__--_-_----_____---====SENDER ty.
+ Daw.uf m 06/17/94
D'rst.to nearest residence (other than owner):
2700 fi
sows (farrow to finish):===
sows (#arrow to feeder) : eder) : _ _ - ===-W =__-- _ - _ - _ _ _
head (finishing only):===-_
sows (farrow to wean) :===__
head (wean tofeeder):====_
2600
Ave. Live Weight for other operations(lbs.) :.
Storage volume for sludge accum. (cu. ft):=>
Treatment Volume (min. 1 cu. ft/Ib.)=======>
1.0
25 Year - 24 Hour Rainfall (in.) == = = _ - _ _ _ _ _ _ >
8.0
Rainfall in excess of evaporation (in.)=====r
7.0
Drainage area of buildings & loM (sq. ft) = >
Volume ofwash water (gallons/day)===== =__-- ->
Temporary storage period (days) _____________>
180
Freeboard (ft):--=_______________________
1.0
Side slopes (nside lagoon):=== ____-__-=_===>
3.0 :1
Inside top length (ft):____________________x•
240.0
Inside top width (it):=_
110.0
Top of dike elevation (ft):=======__---_-_=>
100.7
Bottom of lagoon elevation
90.7
Seasonal high water table( HWT) elev.(ft):= :•
96.5
Total required volume:===== __--__= 130048 cu. ft
**TOTAL VOL O.K.**
Actual design volume:=--=-- _--__-= 145638 cu. ft
111.99%
Stop pumping el.(> or = to 96.5ft. SHWI)x•
96.9
(> or = tQ 96.7 ftMin)
Required minimum treatment volume: 78" cu. ft
**TRMT. VOL Q.K.**
Volume at stop pumping elevation: 85184 cu. ft
109.21 %
Start pumping elev.:=========---=---==--==
98.8
Volume at slant pumping elevation: 124548 cu. ft
**STORM STOR. O.K.**
Actual volume less 25yr-24hr rain: 121;D M cu. ft
102.80%
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped: ====> 34448 cu. ft
**TEMP. VOL O.K.**
Actual volume to be pumped:= = > 39365 cu_ ft
114.27%

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SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of . 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 98.8 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 96.9 . This temporary
storage, less 25 yr- 24 hr storm, contains 34448 cubic feet or
257672 gallons.

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SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
S. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

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a
. 1
SHEET 1 OF 2
SPECIFICATIONS 1=01-� CONSTRUCTION OF WASTE 'rREATMEN'T LAGOONS
FOUNDATION P.,RE'PAhATION.
-------------
The foundation area of the lagoon embankment and building pad shall be
clet-ared of 'trees., logs, Stua7pS, roots, inrush, boulders,sad 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 embank.men't and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTH ILL PLACEMI=NT
-------------------------
'The completed excavation and e4a'r'th'fill shall conform to 'the lilies,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stone, over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as 'fill.. 'Thc-2 •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
egUipme►,t or standard 'tamping roller or other equivalent method.
Compaction wi.l.l be considered adequate when fill material is observed
'to consolidate to the point 'that Settlement is not 'readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE:: LINER
SECTION 01: THIS SPECIFICATION. 'The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 3 percent fo-r
settlement. Dikes over 1.5 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 differences in elevation
from the constructed height to the downstream toe of the dike.
Prec:xacstionss 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 RE GUIRED WHEN THE ATTACHED SOILS)
INVESTIGATION REPORT 130 INDICATES OR WHEN UNSUITABLE MATERIAL •1•a
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN 1_1NERS ARE RE'QUIRI;:D By THE SOILS REPORT.
When areas of unesui.table material, are encountered, they will be ove'r-
excavated below finish grade to the specified depth as measured
perpendicular to the fini.ash grade. The 'foundation shall be backfilled
as specified to grade with a SCIS approved material (ie -- CL, SC, CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CON IDURO'FIONS.

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SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the sail is kneaded
in the hand it wi.l.l form a ball which does not 'readily separate. Water,
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material.. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the -next
lift.
The single most important factor affecting the overall compacted pe•rme-,
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 dissipato'r('rocks)
or using flexible outlets can 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. They 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 construe._
tioi•i according to the seeding specifications. Topsoil should be placed
an areas of the di.4?cry and pad to be seeded. Temporary seeding or mulch
shall be used if the 'recommended permanent vegetation is out of season
dates for weeding. Permanent vegetation should be established as 'soon
as:, possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
--------------------------------
When the drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tale
trench shall be baC'kfi.l.led and compacted with good material such as
SC, Cl_, or CH.

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SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1.5 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)
90.0 LBS. ' PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
12.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS.,UHHULLED 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:
1500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
3.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
150.0 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.

ATA
1 00.7
-- 98.8
96.9
- 90.7
TOP OF DIKE
WQTH = 12'
98
178.86'
L-4 eLn
98
TP
+ L-5 1 46'9D a 0„ 30'29" EXCAVATED CLAY TO 23a
I BE STOCKPILED FOR 1'2,9'31
LINER. SEE NOTE 4.
f t-2
�- 123'29'31" '-- 4' X 8' 146'30'29"
CONC. BLOCK
SPLASH PAD � gg •�
I� o �
{{ } S.G. 1
rn L-s �Q 99010" / ■ ./' �1'L
L-1
i 178 86'
P_3 P-2
75' IP11,
FEED /'tP,UCK
PAD /—`—
o TA,,i K S
cc
i
i 1 i /L
---�F'ROPOSED ROAD
P-4
99
HIGH Emir of PAr
SUBGRADE Et_EV. =
28'

9
1. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON AN ASSUMED BEN(
MARK ELEVATION AND DO NOT REPRESENT MEAN SEA LEVEL DATUM.
2. BUILDING PAD ELEVATIONS SHOWN ON THIS PLAN REPRESENT BLDG.
SLAB SUBGRADE. SEE PAD CROSS SECTIONS FOR GRADE REFERENC
POINT.
3. LAGOON BOTTOM ELEVATION SHOWN REPRESENTS FINISHED BOTTOM.
4. THE SCS SOILS INVESTIGATION REPORT INDICATES SU{TABLE CLAY MATT
BETWEEN A LEVEL 1--2 FT. BELOW EXISTING GRADE DOWN TO A LEVI
6--9 FT. BELOW EXISTING GRADE. LAGOON SIDE SLOPES AND THE E
SHALL BE LINED WITH 1.5' OF SUITABLE CLAY MATERIAL. THE SUITA
EXCAVATED SHALL BE STOCKPILED AND USED FOR THE LINER. 1F TI
EXCAVATED FROM THE LAGOON 15 QUESTIONABLE AS LINER MATERIAL,
THE ENGINEER FOR AN EVALUATION BEFORE LINING IS DONE. SEE I
5. BUILDING PAD AND LAGOON DIKE SIDE SLOPES ARE 3:1 UNLESS
OTHERWISE NOTED ON PLAN.
6, A SURFACE WATER DIVERSION SWALE SHALL BE PROVIDED BETWEEN
THE PROPOSED BLDG. PAD & LAGOON, AS SHOWN.
7. THE BOTTOM AND SIDE SLOPES OF THE LAGOON SHALL BE UNDERCL
ACCOMMODATE A 1.5' THICK CLAY LINER.
8. ALL FILL MATERIAL PLACED ON THE BUILDING PAD AND LAGOON DIKE
SHALL BE COMPACTED TO 95% OF THE STANDARD PROCTOR MAXIML:
DENSITY. IT IS RECOMMENDED THAT COMPACTION BE DONE WITH A
SHEEPSFOOT ROLLER.
9. ANY WATER SUPPLY WELLS PLACED ON THE SITE MUST BE A MINIML
100' FROM THE CLOSEST POINT OF THE LAGOON OR BUILDING.
10, THE LAGOON DIKE AND SIDE SLOPES MUST BE FERTILIZED, SEEDED
MULCHED DOWN TO THE LAGOON BOTTOM BEFORE THE LAGOON
CONSTRUCTION CAN BE CERTIFIED.
SEEDING NOTES:
1. ALL DISTURBED AREAS SHALL BE FERTILIZED, SEEDED, AND MULCHED
AS SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED, THIS
INCLUDES INSIDE SLOPES OF THE LAGOON,
2. PREPARE DISTURBED AREAS FOR SEEDING BY GRADING —IN ALL SURFACE
WATER DIVERSIONS AND SHAPING TO FINAL GRADES SHOWN ON PLAN,
3. 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.
SOIL AMENDMENTS:
1,500 LBS. OF 10-10-10 FERTILIZER (1000 LBS,/ACRE)
3 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
150 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
SEEDING SCHEDULE:
90 LBS, PENSACOLA BAHIA GRASS �60
LBS./ACRE) — MARCH 15 TO JUNE 30
12 LBS. HULLED BERMUDA GRASS 8 LBS./ACRE) — APRIL 1 TO JULY 31
TOTAL AREA TO BE SEEDED AND MULCHED = 1.5 ACRES (Approx.)
1 T '�� F f.,' P,

EARTHWORK CALCULATION DATA:
METHOD USED: GRID
CUT =
54'16
CY
FILL =
3557
CY (ADJUSTED)
NET =
1859
CY
CLAY LINER =
2095
CY
NOTES: 1. ALL VOLUME HAS BEEN ADJUSTED 10%
FOR SHRINKAGE DUE TO COMPAC NGN.
2. CUT VOLUME INCLUDES UNDERCUT F QR
CLAY LINER.
SUITABLE CLAY MATERIAL 0''J SiTE
(SEE N0JE 4)

i
r
{
i�.
}
TOP OF DIKE ELEV. = 100.70
INSIDE TOP DF DIKE
I
TOP OF DIKE 12'
�t 4.7' SETBACK
I FOR UnEA I
9EG1N PUMPING ELEV. = 98.80 /� / %� /DIKE Flu.
END PUMPING ELEV. = 96.90 V
1.5 Ft. Compacted Cley Liner 1 r - ems �X.ISTIN' elnt
6' - B' TI IICh
LAGOON BOTTOM -
SAND,.
-
1.5 -t. Compacted Clay '-finer
S
LAGOON DIKE /CLAY LINER SECTION
— Existirg Grade
TURPHY' III rTA /rA,ry nV A 17

JUL 2 6 1996.
FAMILY FARMS
July 22, 1996
Mrs. Marilyn Stowell
District Conservationist
USDA - National Resources Conservation Service
PO Box 248
Burgaw, NC 28425
RE: Jimmy Peay #2 - 2600 Wean to Feeder
Dear Mrs. Stowell:
Enclosed for your review is the completed Animal Waste Management Plan for the
above referenced swine farm. Specific items included in this package are as follows:
- Location Map
- ASCS Tract Map
- Soils Investigation Report
- Lagoon Design Spreadsheet
- Operation & Maintenance Plan for Lagoon
- Construction Specifications for Lagoon
- Site Seeding Requirements
- Site Plan with Construction Details
It is my understanding that the Nutrient Utilization Plan for this Pram, will be developed
for the grower, by your office.
Please contact me at [phone], ext. 4529 if you have any questions concerning
this package.
Sincerely,
A'Z'e— 6x::�
Dave Elkin
Assistant Engineer
DE:tbh
Enclosures
cc: File
Jimmy Peay, (Complete package)
Freddie Halso, Murphy Family Farms Construction Dept. (Site plan only)
Bill Kenan, Murphy Family Farms Transportation Dept. (Site plan only)
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

LAGOON SITE SOILS INVESTIGATION
PROJECT: COUNTY:
FIELD INVESTIGATION BY: DATE: 31z6 I
SITE SKETCH
BORING
it
DEPTH
WT
BORING NUMBER AND PROFILE
SCALE
9A.- Al8rkel'. of/, 4,on-
f4
&Al 410, C4,*Y
_o-2.e ----------
clqy i;
7
it ..... ..
BORING ,SAMPLING METHOD: 1f 14 C SIGNATURE:

�1
)era -tor ; J P'EAY County: FENDER Date: 06/04/96
s;>tAncea to nearest residence (other than owner): 1500.0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 saws (farrow to feeder)
0 head (finishing only)
0 sows (farrow to wean)
2600 head (wean to feeder)
Describe other .
x 1.417
lbs. --
0
lbs
x 522
.lbs. -
0
1bs
x 1.35
l bs. -
0
lbs
x 433
lbs.
0
lbs
x 30
lbs. -
78000
lbs
0
'T'otal. Average Live Weight •= 78000 lbs
MINIMUM REUU:I:RF. D TREATMENT VOLUME OF LAGOON
Volume = 78800 lbs. ALW x Treatment Volume (CF) /l b. ALW
Treatment Volume (CF) /l.b. ALW 1 Cf /lb. ALW
Volume = 78000 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside
top
length (feet)._._._..---.._......._..._....._...---..------
260.0
Inside
top
widish (feet) ----_-----•----------------..-- -.----
100.0
Top of
dike
elevation (feet) -----------------
103.5
Bottom
of
lagoon elevation (feet) -----------------------
9 3- 5
Freeboard
( feet) -.--------•----_-----------------------
1.0
Side slopes
(inside lagoon) •-.-.__..-_._.._.._------_-.._-_ --
3.0 „ 1
Total design volume using prissmoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 254.0 74.0 9.0
AREA OF TOP'
LENGTH * WIDTH W:
254.0 94.0
AREA O1= BOTTOM
LENGTH * WIDTH =
23876 (AREA OF TOP)
8000 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH ++ 4
227.0 67.0 60636 (AREA OF MIDSECTION * 4)
CU. FT. :: CAREA TOP .+• (4*AREA MIDSECTION) CTION) + AREA BOTTOMS # DEPTH/6
23876.0 60836.0 8000.0 1.5
Total Designed Volume Available _ 139068 CU. FT.

'
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width :=.
280.0 100.0 26000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 26000.0 square feet
Design temporary storage period to be 180 days.
�u Volume of waste produced
Feces R urine production in gal../day per 135 'lb. ALW 1.37
Volume 78000 lbs. ALW/135 lbs. ALW * 1.37 gal/dray 180 days:
Volume -- 142480 gals. or 19048.1 cubic feet
„ Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days s'toratle/7.48 gallons
per C F
Volume = 0.0 cubic feet
Volume of rainfall in excess of evaporation
Use period of time when 'rainfall exceeds evaporation by largest amount.
180 days excess rainfall 7..0 inches
Volume = 7.0 in * DA / IR inches pep foot
Volume = 15166.7 cubic feet

nn'f1H.�W1'%:fi. 1 :�tii YA T�NI 9[V�!SRY:i_nf .�.i.:•iaw _tytip.rc ..'..n.
!1. -Volume of 25 year •- 24 hour storm
Volume? =. 7.5 inches / 12 inches per foot * DA
Volume 16250.0 cubic feet
TOTAL_ REQUIRED TEMPORARY STORAGE
5A.
19048
cubic
feet
5B.
0
Cubic
feet
5C.
15167
cubic
feet
5D.
16250
Cubic
feet
TOTAL 50465 Cubic feel:
SUI*1MI;Y
Tempo-rary storage IBPI clays
Rainfall in excess of 7.0 inches
25 ye,xr -- 24 hour 7.5 inches
Free > 1.0 feet
Side 13. 0 . 1
Inside top 260.0 feet
Inside top 100.0 feet
Top of dil..c 103.5 feet
Bottom of lagoon 93.5 feet
Total re(4Uireci 128465 CU. ft. ac
Actual design 139068 CU. ft. �
Seasonal high watertabl.ee elevation (SI�WT) :--__) 99.0 0 feet
Stop pumping 99.9 feet �
Must be ) or = to the SHWT eley. 99.0 feet
Mulct be > or = to min. req. treatment el.=> 99.5 feeet
Required mini n)Um treatment volume ======:-:-= ==> 78000 CU. ft.
VolUme at stop pUntping 83837 cu. ft.
Start pumping 101.7 feet �
Mw.i t be at bottom of freeboard & 25 yr. rainfall
Actual volume lass 25 yr.- 24 hr. rainfall-==> 122 818 CU. ft.
Volume at start pUmpiny 120629 CU. ft.
Required volume to be pumped====--=:--========-::==> 34215 cu. fit. ar
Actual. VolUme* planned to be pt,tmped: -••• ===-•••-••=> 36792 cu. ft. �c
Min. thickness of soil litter when 'required==)1.:, fa'Aii6emefts,
PA an&
DESIGNED BY: APPROVED BY:
a
DA 1'IM: I)AT E /�
SEAL
14985
NOTE: SEE: ATTACHE''D WASTE UTILIZATION PLAN
COMMIWNTS:

+T..e y„y.a:.o:q.u.n..ar. .t.¢•ra. .art... ..�+.. w.��!Rt
SHEET 1 OF 2
SPECIFICATIONS FOR-.,©NSTRUCTION OF WASTE TREA1..cN'r LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
The fOUndation area of the lagoon embankment and building pad shall be
.cleared of trees, logs, stumps, roots, brUSh, boU.lde•rs, scud and •rUbbisih.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area Shot.tld be stripped and stock.pil.ed for t St A os-i
the dike and pact areas*,. After stripping, the fat.tndation 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 EARTi•IFII...L PLACEMEN'r :
The completed excavation and earthfill shall mDnform to the lines,
grades, and el.evatioris shown on the p'lanrs. Earthfill material shall
be free of material st.tC:h as 'sod, roots, frozei1 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 brot.tght Up in approximately ho•ri.zontal layers not to exceed 9
inches in thick.ness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
egUipment or standard tamping roller or other 0(11.tivalent method.
Compaction will be Coiaesi.dered adequate when fill material is.observed
to consolidate -to -the point that settlement is not readily detectible.
NOTE THE SPECIAL- REQUIRE-MENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. 'me embankment of the .Lagoon shall be
installed Using the more i.mpervioUS materials from the regUi•red
(.XC:,lvati.onS., Construction of fall heights shall include 5 percent for
settlement. Dikes over 1.5 feet in height and with an impoundment
capacity of 10 acre -feat or more 'fall Under the jurisdiction of the NC
Dam Safety Law. The height is defined was 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 T11ICKNESS SHALL BE 1. 5 ft.
NOTE: LINERS (PARTIAL_ OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT f30 INDICATES OR WHEN UNSUITnBLE MATERIAL_ IS
ENCOUNTERED DURING CONS TRUCT10N. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDEI) IN THE DESIGN WHEN LINERS ARE REQUIRED THY THE SOILS REPORT.
When areas of UYISL(itable material area enC 0UntC-?'rf. d, they will be over--
excavat(_+d b(-_,low finish grade to thf. 'specified depth as measured
perpendicular to the finish grade?. They foundation shall be back.filled
as Specified to grade with a SCS approved material (ie - CL, SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE FLANS FOR SPECIAL_
CONSIDERATIONS.

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PENDER COUNTY
BONAFIED
FARM
OPERATION
PERMIT
1.
Applicant;
,jlgMy 19
owner:
Address:
17aE
_Address:
! C ?3 17
Telephone:
- y10 '
Telephone:
2.
Legal Relationship of Applicant
to owner: 3,9rjE T_
3.
Property Location: �� L/ !!L�
CL y 1
4.
Tax Map I
Record
5.
Type of Cons11--uction: New L/
Addition Other
6.
Dimensions
and Type of Proposed
Structure(s):
(List each
separately and the type of activity that will occur)
7.
Dimensions
and Type of Existing
Structure(s): if within area
of�y ting
/A
underground septic
-
tank system.
S. Attach a plan or plat drawn to scale showing the location of
all existing and proposed buildings, septic tanks and other
st=uct:Ires .
9. I certify that the above information is true to the best of
my knowledge and belief. I understand that if the site plans
or the intended use is changed, this application is subject
to revocation or a new application must be completed.
Signature
DATE
10. APPROVAL CERTIFICATE: Approval must be signed iz order of agency
listed.
A. SOIL AND WATER DISTRICT CONVERSATIONIST:
DATE
Additional comments
B. PENDER COUNTY PLANNING DEPART:
DATE
Additional comments
C . PENDER COUNTY HEALTH DEPARTMENT:
DATE
Additional comments
D. PENDER COUNTY INSPECTIONS DEPART"= -
DATE
Additional comments

UitduN+ner/Operator Name
Address
Telephone
TABLE I - Field Specifications
IRRIGATION SYSTEM DESIGN PARAMETERS
County: P ,jr -
Date: ; a4a7/9b
EXHEBFF D-!
Approxtntate
ltnxtInum
UscaWe Size
Field[ of Field`
Number (aem)
Soil Type
Slope
(%)
Crop(s)
NIOX[MU111
Maximum Application
App[[catlon per [rr[gniton
Rate3 Cycic3
([n/}lr) (incites)
Couunentn
! I 3 . o
i
i I
I I
�
I
-
i I
l
i
I
( i
I
I
I
I
i
I See a[tached Wrap.
-�Totr! ie!d acreage minus required buffer areas.
C igation Guide, Field Office Teclutical Guide, Section D G. Annual application must not exceed the agronomic rates for dic soil and crop used
MRCS, NC
TUNE, 1996

EV-0IF D-2
TABLE 2 Traveling Irrigation Gun Settings
Hake, 11ndc! and Type of Equipment: rd5 A;'1 j>n:n a .� ' �t��e__ S• �. x �84)
Field No,
and
HyCrant No'
Travel
Speed
(furt,in)
Application
Rate
(irv'hr)
TRAVEL LANE
Effective Effective
Width (ft) Length (1`1)
Wetted
Diameter
(feet)
Nozzle
Diameter
(inches)
EQUIPMENT SET71NGS
Operating Operating
Pressure Pressure
Gun (psi) Reel (psi)
Arc
PanerrO
Comnunis
—
C ✓ I
I ='
I
I 7�
,5D
e�'
�O
Fad
d�D'
I Sea r S7S
! :�c�,-
I �7nr_•
'� 1�
-70
1 I
d G�
I �c v 7eO' =
of `
t,"
1 oo
it
J'i G
2 Cl
72
� a�
I 12 ��
I aJ v 670 -
1.
-70
I I
I
f
251',0%% separate entries for each hydrant location in each Field.
Use the folloxing 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 1:sc degrees of arc.
NTICS, NC
1�rE, 1996

TABLE 4 - Irrigation System Specifications
Traveling
Irrigation Gu6
Solid Set
Irri ation
Flow Rate or Sprinkler (gpm)
/
pernting Pressure at Purnp (psi)
1,g
Design Precipitation Rate (in/hr)
�S
Hose Length (feet)
$go i
XXXXXXXX
Type of Speed Compensation
r
l"i[ e�wn e 4 w r
XXXXXXXX
Putnp Tyne (PTO, Engine, Electric)
Pump Power Requirement (hp)
3
i
TABLE 5 - Thrust Block Specifications
Designer may provide thrust block details on separate sheet.
LOCATION
THRUST BLOCK
AREA (sq. ft.)
900 Bend
�.
Dead End-
1 ,�
Tee
. a
'See USDA -MRCS Field Office Teclutical Guide, Section 1V, Practice Code 430-DD.
MRCS, :``C
1UNE, 1996

EXH[E3TF D-S
IRRIGATION SYSTEM DESIGNER
Name: t'
Company: -(!7-- rr- S
Address:
Phone: ejfP at�9�G`�3�1 F�c� `�rb1
REQUIRED DOCUMENTATION
I3ie follo�tiing details of design and materials must accompany all irrigation designs:
1. A scale drawing of (lie proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block locations and buffer areas where applicable.
3. Assumptions and computations for determining totai dynamic head and horsepower requirements.
Compu,,nons used to determine all mainline and lateral pipe sizes.
Sources a idlor calculations used for determining application rates.
S. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. t ;anufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. 1;anufacturer's specifications for [lie irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 430-DD,
S. The information required by this farm are the minimum requirements. It is the responsibility of the designer to consider ali relevant factors at a particular site and address tliem as
appropriate.
9. lrrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip S'o feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per NC Statutes.
N'RCS, NC
RUNE, 1996

1EXt +rgrr D-b
Narrative of Irrigation System Operation
Describc- the operation of the system in the space provided below or on a similar sheet most convinient to the designer/supplier.
Include procedures such as start-up, shut -down, winterization and regular maintenance of all equipment.
s..1
c� ,W L� KL-
11,/)3
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!
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MRCS, NC
1UNE, 1996

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BIG GUN® PERFORMANCE TABLES
Ncl :I,, NOZ *I L' r j is 1 � a'.' : I - ! j r : n: : N?
''o 76 �16� 92 278, 111 ;,,-.o, 7'D 103, 150 315' 1 71 324'
1 � C, r Y D C" p Ill DIA. C. I, M DI C, 1) 1 Cw DIA 6" .�.l QI
r. —Z4 DT—'j a-4 1 19,103 2.'.D:
rP "o 50 .0' I ji 74 2;!S' 1 1, 7 '35' 1 100 7,5, 1 1 Ic ^501
bl! T �;fi' I ",f> :'a37
60 1 75 �.'M 7�D' I �D3 N
lio fie :14 5 82 2!16' 1 DO 270 1 117 5 eMl
G DIA P.,
1_20_"265' 6.50 ?".11 ;'�s �'qo' 1 204 300
IT"- 3:0t 243 33,7'
175 1 326, 1 223 335' 1 774 362'
195 335' 222 344, 1 ',,7 355. 1 304 360'
PSI
Rlnc
71
GPI-l' DIA
Ring
7C,8'
Gpm DIA
Rina
912.
CIFIM DIA
R..V.
FJ5, -
nPill. D14
R.riq
e951
CIP1.1 DIA.
Iiino
GPM C,
Ring
G 1, m ()I;,
•
100 2 30=j
f �- �t '­
15. 4 0'1
129
�t — -
60
81 1135,
.0'
1 1;0 245
1 117�) 2601
!41 270-
1G4 163 2�0
70..�
2 0:"�
� 18 2 6 0
- - .1
13 5 275�,Z
15-
L.�77' 9 n 3w
255"
111 165
in
-ok 211 31�'
"'r'l f T 1 2 7 5'
•IG2
154'
100
105 .70: I
124 280
3051
12 236 335'
'1497
315
-rl
is
.150=SERIEST
.150'XITAPER BOREA
I
'c
G I MDIA
G P M DIA GPM Dil,
CrF.1 DA G.Y
G:!! D
CFl I). DIA
205
60
10 265'
3 285, I 182 305
225 325
116 345'
330 3551
365 3801
=76-u
20=280
� 55�00 ,MMq M 0 9 7Z-.2L3 2 0 Z—a
=2a5;9'LTCF_340
M3205=360=
=355 =--m=
-m=j5mm2952zmm
00
128 290
165 310 270 335'
260 355,
315 375'
380 355'
445 41 C,
Wlr275,MP,365M,-
=-W5=390ZM
=405
100
143
185 330, 235 355,
290 27 5'
35G 400'
425 e2p
1100 440Y
1 10
L
247 365%.:-%-,
7
. M-
120
157 330'
j 204 350' 256 175
1 320 395' 1
385 4 20'
4G5 4"0'
545 4 C 0'
iNG. OZZLES,';!U.S,,. UNITS
Ping
Ring Fling
-c
R-c Ring
Rm
Ring
65,
97" 1 08-
1 le. 1 26'
1 5!.
141'
Fs I
GPM DIA
GPM MA DIA
GPM DIA Glm DIA
ClI.l CIA
CPl DIA
A=>U
45��
4"'��al
V.
110 260'
1-3 280 112
22� 335'
2"
330 350,
3" 5 365'
�2O—z79270'M;Fj
'E o
=211
L-4,17%415�aMW' Ml- E
80
128 280'
165 300' 210 320'
250 340' 315 360,
36C 3-A
445 395
100
3DO'
85 320' 235 3-10'
290 350!m.
MG,
42� 40),
500 15,
Z4 I gi
25M�43
!�0=310'=l
'7_ �l . Tj�
, Lto� 90=30� Mi Mj,=-247MTJ Wr, !T-1
;Wcf5
FjV.%'305':
'lB'--;370 9M70%Z-4,r39(y,:?,a
12 . 0 -
- 157 3,15,
204 ._335' 258 360'
320 380 385
545 435'
?qPt,T E �,�MPE13�;DOR ,NOZZI-ES
&U�32,6,qNITS
1 *0.,. 1 k! I, , 07.:
0� I
105
1 6
C, Dt'll
C
I
'p 1... 0 i...
C, "rj i
355
.4411 4 1 C'
5 1 S �'4 �0'
5O5., 17
GO, 4707
MIS 4W.,
:cl
270 nrc
555 .!:,o
I tim 415!"
41"
5111'
60
M'-jo-'i'
r I o,:-- (:_ 445
4 30'
515 450''.
5901 470'
605 b 15'
I 950
wo
310 399'
1. —f24b-o'
10 OS .!:,5'
370 . :�';;420 '4-5 '44C)�,:, DO
4W'
�,75 1.80'.
525
�00'
75
"a,-
1�?) 550'
i I(Cl 515,
1060'
3,10 "IQ
Y'u 4"r),
-:W
� lly
"Pli :,Y., 1
1,"
111(,
1',' 52, .11 .�" I j�:: � CS GO'ti�j �4 �.�.!�4 5
480'
V.
i725r:�.. !M'
F 60-
ttca
1 in 1 370 4
7Y,
ntm .'f;o
I: -I* bn.
OZZLNl
Ji 217' 6
4 l'O 30'
4 10
4 0 S'
I
-
4..o'
7. 4
.7E) I NM70,rl,C't 355- 1 "5,W, A I,, Ft.. .05r
480 C,
I 5S5
440'
1 S "''��4 7 5 4
ns.- 505,
l,4 4 3 5
605
4')J' ;-tlaTr:74
L10'
I

R
20.
Table 6.
T25A PERFORMANCE GUIDE
T25A PERFORMANCE WITH NELSON BIG GUN
DEPTH OF APPLICATION
NELSON
I SPRINKLER 1 SYSTM i
'IRRIGATED
ACRES
TRAVEL
SPEED - INCHES/MINUTE
MODEL
PERFORMANCE '
INLET
AREA
I
PER
RUN
7 I 10
15
20 25 II 30 1 35
40
& NOZ. PSI j GPM I OIA I PSI ; WIDTH X LNGTH
5R100 R
I 60 81 235 j
85
165 x 882 -
3.3
1.4
0.9
0.6
i 0.5 0.4 0.3 0.3
0.2
x
70 r 88 j 245 i
98
172 x 886
3.4
1.4E
1 , 0
0.7
0.5 0.4 0.3 0.3
0.2
7t2
I 8D 94 255
110
179 x 889
' 3.6
1.4 I
1
1.0
0.7
i
0.5 0.4 1 0.3 0.3
0.3
SR100 R
50 88 ! 225 +
78 ;
158 x 879
3.1
1.5
1, t
0.7
{
# 0.5 0.4 0.4 ! 0.3
0-3
r
60 f 96 i 240
91
168 x 884
! 3.3
1.6
1.1
0.7
! 0.6 0.4 0.4 0.3
0.3
.768
# 70 1104 250 I
104
175 x 888
! 3.5
1.6
1.1
0.8
0.6 0,5 j 0.4 0.3
i 0.3
80 ,' 111 1255
117
186 1893
3.7
1.6 !
f
1-2
0.8
0.6 10.5 0.4 0.3
i 0.3
S8100 R
50 100 230
82
161 x 881
I 3.2
1.7 !
1.2
0.8
0.6 j 0.5 1 0.4 0.3
0.3
r
60 110 ! 245
97
172 x 886
i 3.4
1.9
1.2
0.8
0.6 10.5 0.4 0.4 10.3
.812
70 118 260 ;
Ill
182 x 891
I 3.6
1.8
1.2
0,8
1I1
0.6 0.5 f 0.4 0.4 ;
0.3
I
80 i 127 .' 275 j
125
193 x 896
I 3.9
1.8
1,3
0.8
0.6 1 0,5 0.4 0.4
0.3
SR100 R
50 115 240
89
168 x 884
1 3.3
1.9
1.3
0,9 i 0.7 j 0.5 ! 0.4 0.4
0.3
r
60 125 260 !
104
182x891
3.6
1.9
1.3
0.9 ! 0.7 0.5 0.4 0.4 10.3
.857 j
70 135 275 j
119
1931896
1 3.9
1.9
1,4
.'0.9
0.7 1.-0.5 0.5 i 0.4
0.3
`
80 145 285
135
200 x 900
' 4.0
2.0 ;
1.4
0.9 1
0.7 0.6 0.5 10.4
0.3
SR100 R
5o 129 ! 250 !
96
175 x 888
3.5
2.0
1.4
0.9 I
0.7
, 0.6 10.5 10.4
0.4
z
60 ; 141 270
113
189 x 895
i 3.8
2.1
1.4
1,0 I
0.7
10.6 0.5 0.4 i
0.4
.895
70 152 1 290 !
129
203 x902
4.1
Z.t
i.4
1.0 +
0.7!
0.6 0.5 1 0.4 10.4
SD i 163 ; 30D
14b
210 x 905
j 4.3
i
2.1
1.5
1.0 I
0.7
0.6 0.5 j 0.4
0.4
SR100 R
50 150 i 255 j
108 I
179 1889
3.6
2.3
1.6
1.1
0.8 ! 0.6 0.5 0.5 1'
0.4
r j
60 1 164 275
126 j
193 x 896
3.9
2.3E
1.6
S.l
0.8 0.7 0.5 0.5
0.4
.927
70 + 177 1295 I
145
207 1903
4.2
2,4 +
1.7
1.1
0.8 10.7 0.6 0.5
0 4
'The irngaled area is the area thoroughly
covered HRS.:RUN: 22.9 16-0 �
10.7 18.0
6.4 5.3
4.6 j
4.0
...0 - 1.- I . i.4 V114U 4 V I IIIAIGI RC LLCU
diameler.
The syslem inlet pressure is the pressure at the inlet to the traveler and includes allowances for the traveler plumbing and
drive, PE lute and sprinkler operating pressure. II does not include any pressure allowance for lield elevation or mainline
pressure loss.
NOTE' Specifications are subject to change without notice.
589-0005-1

ENGINE DRIVE CUIYe4117 Page l.UJ
• Dated 1-3-72
0
Caw: Matarlai C. I .
POL No. H-1928
Maeh,No. H-1938
VARIOUS R.A.Y.
Impallu: Malachi C.I,
Patt No. L-j00Q
Mach, He. L-30 j9 Ala. 13-
7/ 2�
FULL
T. 0.5L Ior Iran water AI
.
u.1-1aO'F,mu,
550 MAXIMUM WORMING PRESSURE 247 PSI
M M 30
H$
I .. .II
- I t_
i P S jj
xlnurl'_
F6
...
F
5m
l ^
_
I
_
.. 20 W
"i
450
—i 10
...
1
400
::....
... .....
; .....
:..:....�
. ! ::..."
... .::.
0
...
W
,
r I
t
LL 350
_
2204 :RPM.....
r. �...
...
_-
..........L..-.....T._..-....
- . _...,. �,
.,... J..,......,.. .,.—
V
. 2" .000 tRPM.. ..
.". .I I::.
.. ..
.,.,.. -
-
..,
i 250
I
_...- —
c
1900 RPM
!
e ." i
60% wro
i 200
-
-
—-
_.- - -
1600iRPM
ehA
50 f
I
-
I
--
Sg _----- —
i
100
TOSIL
, DO 150
2(Y) 250 500
350 4O'� 450 500 550 600 650
700 750 1JX
CAPACITY IN U.S. GALLONS PER MINUTE
k
Mood B 2 J Q B M
l:- Me.c
n...,, o r-1fiO4
5�0.,,.�.,
�-7046 )..- 4-5-7'
U... 10-27-71
g
C( ,
B1211

LISTERIIVECO POWER UNIT
WATER-COOLED
January 1, 1996
LPU.WC
MODEL
NET CONTINUOUS HORSEPOWER
LOWEST
FUEL
CONSUMPTION
ENGINE SPEED, RPM
1600
1700
1800
1900
2000'
2100
2200
2500
LPW2
9
10
11
11
12
13
13
15
.380 ® 2000
LPW3
14
15
16
17
18
19
20
23
.380 @ 2000
LPW4
18
19
22
23
25
26
27
31
.380 @ 2000
LPWT4
28
31
33
35
36
39
41
43
.400 @ 1800
4, .
SUN
1 -.
11j ;.
r .362 @ 1800
1. NET CONTINUOUS HORSEPOWER rating includes fan, air cleaner, and muffler,
if equipped.
2. LOWEST FUEL CONSUMPTION is in Iblhp-hr:
Gallons/hour = Actual hp x Ib/hp-hr
7.076
3. DERATING:
N.A.. engines:
Temperature — 2% per 10°F above 850F;
Altitude — 3.5% per 1000 FT above 500 FT
Turbocharged engines (LPWT4):
Temperature — .3% per 10°F above 85°F;
Altitude — 2.5% per 1000 FT above 500 FT

FDia,11011d ASTM D•2241
!PS Pr3ssure•Rated PVC Pipo
Approximate Coupler Dimensions
Z
O.D.
C
Size
Gasket Race
Socket Depth
• 2
3.166
4,500
2112
3.719
6.000
3
4.434
6.000
4
5-603
5.000
6
8.252
6.250
8
10.420
6.500
10
12,762
7,500
12
14.952
7.500
D•2241 Pipe Dimensions
Minimum
Wall Thickness
O +765
SDn s] 5 SOR 21
54n 26
SOR 37 5
Sl)R E 1
Sire
CD
Scn<0
715 PSI 200 PSI
IGO PSI
'25 PSI
100 PSI
b
.840
.109
.062
1.050
113
060
1.315
133
063
1 1/.
1.660
140
079
064
056
1900
145
090
073
056
2
2.375
154
1.13
Cy
073
2.8?5
203
137
110
086
:1
3,500
216
167
135
108
a
4.500
.237
71:
173
138
110
5.563
258
765
214
171
136
6
6,625
280
i;6
255
ton
16?
ft
8.625
322
"10
332
265
2 m
1IJ
Y0 7:;o
365
51 1
413
331
267
7
" 12.75()
406
E106
ego
392
31 1
Dir:rl)orld
Gasket Specifications
1. Gasket configuration locks gasket in place and
prevents fishrnouthing.
2. Chevron sea[ for added pressure sealing ca-
pacity.
3. Compression seaf -- provides a seal udder
vacuum.
4. Wiper beads to clean spigot end.
Diai»ond ASTM D2241
IPS Pressure -Rated PVC Pipe
Rieber Gasketed Joint Dimensions
13
STOP
1 xRK
I
D IUIr O.U.,
7
A
BELL , a.
L O D
riieber cat�t1
-_
Pipc
A
B
D
Size
Inticrl
sockcl
Diarncter
•
3
4 112
3 1 18
3
4
S I l a
1 7116
3 Ih
5 112
1p
6..
5
6
T 13/16
8'
5 1!?
6 718
10 118
10..
5 3/4
7 112
1 112
12.1
6
8 1N
Va 11/16
Short Farm
511C(-il'ication ror- 1)kiruoii(I
1'VC Irr•igatiorl Pil)(' ,
AS'1 nM-[)2241-SDti41,325,?.6 or"? 1
Diarnonll PVC imption Pipe shall 11c nu clr. of
cclin}rc,nn(l:, confnlnling to ASTM 1)1794 will, a �;
cc1! �l; .afi�alion of 1245413. ?)r:ununcl I'V('
I111p-ztjern I'ipc rnuSl n1ee1 all the cicrnr.nsinro:l,
chcrlot:il. :1T111 physical rcyuircnu:rll% ;1 c illint-d
in A';'Ir,, !)2241,-Anncx, ANNl/ASAI:
;incl 'ir IfS r)I), ;ind will Irc tiulrjiliCd 111 10 !r t l
nun[1's ll'� f�res::l.rrr; Haled PVG Yllyc c Uu[llur
It1r; requir0tTll,nl:; r�1 AS M 0-:3139
,,r:u1io I,)r nv;ul;rh,Iity'

i
INSTALLATION
4'
' table C. Uf:$I RIrTION (1!' 1; hl li li [7h11:H7 A1A T'1: RIA1. CLA \M!'ICAllllr:,\
Diamond Agricultural PVC Pipe should be assembled and
installed with uniform and continuous support from a firm
base in accordance with the installation procedures provided
in ASTM D2321, and the Insralialian Guide for PVC Water
Pipe (a "pocket -sized" edition is available from your
representative or from Diamond Plastics Corporation.)
Embedment materials are to be in accordance with soil
classifications listed under Unified Soil Classification
System, ASTM D2487 and ASTM D2488.
Tc assemble, clean mating surfaces of the bell, spigot, and
gasket, Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to the entire spigot end up to the
reference mark. Also, apply lubricant to the contact surface
of the gasket.
With the pipe in straight alignment, push the spigot into
the bell up to the insertion line. ]f a pry bar is used to
apply force, the pipe should be protected by placing a board
between the bar and the pipe.
If normal force does not complete the joint, disassemble the
joint and examine [lie parts to make cc,iian they are free of
obstructions. Visually inspect the completed joint to insure
the gasket. has not been dislodged.
Fable 5.
APPRO XMIATE GUIDE FOR ESTIMATED RANGE OF DEGREE
OF COMPACTION VERSUS EMBEDMENT CLASS AND METHOD
OF PLACEMENT AS PERCENT OF STANDARD PROCTOR
DENSITY OR RELATIVE DENSITY"
FOR GRANULAR MATERIALS IN PARENTHESIS"
CLASS OF EMBEDMENT
1
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In ...h ASTNS U :+tll,'.nll, —11, $, a
,. 42% I.., 1 N.•
ah""n,_ chu 11, i.lir of CI.+. II N+n,.1 CJ+ III
The haunching area is most important to the support of
PVC pipe. For good support, the haunching area should be
compacted to the densities given in (lie Long; Term
Deflection Chan.
Figure 2
f t-
Y, I+a•r ,k n.., ., ...3 .n ha.r n.'r .,
I I .. ul,l. . r , In .PI. .... 1 •... I. .. I... .1;, Iti.. ,,. ,1. .. 1 ,., ...... r ...
„u..l.l I, n, ..1. x1

FRICTION LOSS CHARTS
FOR DIAMOND
IPS DIMENSION
8-Inch 10 Inch
4-inch 5-Inch 6-inch
Gaitons
Per Min. FRICTION HEAD LOSS IN FEET PER HUNDRED FEET
150
1.11
160
1.26
170
1.41
180
1.57
190
1.73
200
1.90
220
2.28 .81
34
240
2.67 .95
.40
260
3.10 1.10
.46
280
3.56 1.26
.54
300
4.04 1.43
.61
320
4.56 1.62
.69
340
5.10 1.82
.77
`5 360
5.67 2.02
.86
' 380
6.26 2.22
.95
400
6.90 2.45
1.04
420
2.69
1.14
440
2.92
1.25
460
3.18
1.35
480
3.44
1.46
500
3.70
1.58
550
1.89
600
2.22
650
2.58
700
2.96
750
3.36
800
3.78
1
850
4.24
1
900
Table based on Hazen -Williams
4.71
1.
950
equation=Gw = 150
5.21
1•
1000
5.73
1
it To find friction head loss in
1050
PVC pipe having a standard
1.
1100
dimension ratio other than 21.
1,
1150
the values in the table should
2•
1200
be multiplied by the
2.
2.
1250
ro riate conversion factor
appropriate
2
1300
(F) shown below:
2'
1350
1400
1450
1500
1600
1700
1800
1900
2000
2.
3.
3.
09
10
12
14
17
19
21
24
26
28
31
34
37
41
43
52
61
71
81
93
04
17
30
44
58
73
88
05
21
39
57
76
95
16
35
.10
.10
.11
.12
.14
.15
.18
.21
.24
.28
.32
.36
.40
.44
•49
.54
.59
.65
.70
.76
.82
.88
.95
1.01
1.08
1.15
1.30
1.45
1 62
1.79
1 97
12-Inch
.060
.083
.096
.110
.125
.141
.158
.175
.194
.213
.233
254
276
298
322
346
371
397
423
451
508
.568
.632
698
767
840
Loss below [)old line indicates velocities in excess of 5 feel per second.
Velocilies'which exceed 5 feel per second �jre not reconiniended

be fabricated in almost any configuration. Some epoxy coated fittings
include stacks and hydrants as an integral part of the fitting.
Occasionally it may be necessary to connect PVC plastic pipe to steel
or CA pipe. This connection can be made with.a coupling called a
transition or repair coupling. In --line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe. Most thrust blocks
will be concrete., Manufacturers recommended thrust blocks at any
change in direction greater than IOo. Figure I gives an example of
different arrangements for thrust blocks.
.ter• •.��•
Figure 1
rA
M1
4
ivy
• � ���� •• 1!•iti1M'v'
(:r.ample of different arrangements for thrust blocks.
I/ "
-5-
9

J ✓i�� �;N : it
r
Figure
2.
Anchorage blocks for in -line valves.
Table
1 is the forces encountered at end plugs. to calculate
forces
encountered at bends, tees and wyes, multiply the figure in
Table 1
by
the factors given in Table 2.
Table 1. Thrust W at End Plugs
Thrijst in Ihs_ fnr test nressurP in nsi
Pipe Diameter
(inches)
00 PSI
F
150 PSI
200'PSI
250 PSI
lz
295
440
590
740
2
455
680
910
11.40
2'j
660
990
1320
1650
3
985
1480
1970
2460
4
1820
2720
3630
4540
6
3740
5600
7460
9350
8
6490-
9740
13,00'0
16,200
10
10,650
16,000
21,300
26,600
12
15,150
22,700
30,200
37,800
14
20,600
30,800
41,100
51,400
16
26,600
39,800
53,100
66,400
-6-

t •l ,
Table 2. .•,Factors for Calculating Thrust W for
Elbows an'd'Tees.
Elbows: ' 900 1.411 Tees = 0.70 Z_
600 = 1.00`.
450 0.76�
300 = 0.52
22:50 '0.39
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe Bearing load
Soil lb/ft2
Mulch, peat and similar 0
f Soft Clay 1000 (l 10)
Sand 2000 r—
Sand and gravel 3000
Sand and gravel cemented
with clay 4000
Hard shale 10,000
Thrust block area (ft2) - IJ __ Thrust (Table 1 & Table 2)
Soil Bearing strengt a e 3)
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure that the correct size thrust biocks'are
being used.
There are a number of machines that can be used to prepare the
trench for PVC plastic pipe. Soil types, moisture content, depth of
trench required and type and diameter of pipe must be considered.
Generally chain trenches, wheel trenches,-backhoes, or vibrating plows
will be used for trench preparation. The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diameter of pipe. Under most conditions the chain -trencher or wheel
trencher will be faster than the backhoe. Where wide trenches for large
pipe are required, the backhoe will be most satisfactory. If soil
conditions permit, long stretches of open trench will expedite pipe
installation. However, if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in the line at obstructions,
trenches should be curved within limits of curvature of the pipe.
-7-

WAS�`� �JT�L��A'��QN PLAN
Producer..
Location: 5 R I`d 0cA y -PCC-C, ^�
Telephone-.(`1 .10) a51 ~ d`l'3(0
Type Operation:►, -Fed �e
Ntunber of Animals: `7?00
(Design Capacity)
Ile waste from your anirnaI facility roust be land applied at a specified rate to prevent
pollution ofsurface and/or groundwater. `fire plant nutrients in the animal waste should
be used to reduce the amournt 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. Antrtral soil tests are
strongly. encouraged so that all plant nutrients can be balanced for realistic yields of the
crop to be grown.
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply more nitrogen than the crop
can utilize. Soil types are important as they have different infiltration fates, leaching
potentials, cation exchange capacities, and available water holding capacities.. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 10 tons per acre,per
year. Do not apply waste on saturated soils, when it is raining, or when the surface is
frozen. Either of these conditions may result in nmoffto surface waters which is not
allowed under DEM regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of nutrients for crop production
and to reduce the potential for pollution, the waste sliould be applied to a growing crop or
applied to bare ground not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based orr the waste analysis
report from your waste management facility. Attached you will find information on
proper sampling techniques, preparation, and translcr of waste samples to the lair for -
analysis.
'11is waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 21-1.0217 adopted try the I mviroltrrnental Manargemient Commission.

A►nowil of R'asle Produced Per Year nllo►is 13 lotr_s etc.
� •�cn5
animals Xq(amt.) waste/aninial/year =- 1 f aint.) waste/year.
Aniount of Plant Available Nitrogen (PAN) Produced Per Year
-WO%nintals X.`?lbs. PAN/animil/year =,INq Ibs. PAN/year. (PAN from N. C. Tech.
Giddo-Std. 633)
Applying (lie above amount of waste is a big job. You sliould plan thine and lsave
appropriate equipment to apply the waste in a tin.iely manner.
The following acreage will be needed for waste application based on the crop to be grown
acid surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No_ Twe Per Ac. * Utilized Amilication
Total
* This N is fro►n animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they Hurst he accounted for. N must he based on realistic yield
expectation.
NOTE: The applicator is cautioned that P and X may he over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require far►ners in
solve eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.
2

s
Table 2: ACRES WITH AGREEMENT OR LONGTERM LEASE
(Agreement with adjacent landomier roust be attached)
(Required only if operator does not own
adequate land [see Required Specification 2])
Traw Field Soil Crop Lbs. N Acres Lbs. N Month of
* See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
lems:" X"�— Table l 3_I 1-70
Table 2 . C� LI 3 F1
Total
Amount of N Produced
Surplus o e Mc[ 7�
NOTE: The if"rrste Utilization Plan limst contain provisions for periorGc land
application of sludge at agronomic rates. Vie .sludge will he nutrient rich atsrl will
require precautionary measures to prevent os,er application of nutrients or other
elements.

See attached map sho►i,ing the fields to be used for the utilization of Ivaste ►eater.
Application of Waste by Irrigation
Field Soil Type Crop Application
Application
No. Rate III/Hr Amount I.n.
13
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL
BE NEEDED FOR DRY Lr= OR SLURRY.
3 Im 0o;, s
Your facility is designed for + ) days of temporary storage and the temporary storage
must be removed on the average of once every � MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation 1- '' I Ott a!,.. J. ,11Y' 5
Call the local Natural Resources Conservation Service (formerly Soil Conservation
Service) or Soil and Water Conservation District office after you receive the waste
analysis report for assistance in determining the amount per acre to apply and the proper
application rate prior to- applying the waste.
Narrative of operation: At �A
.rr. II(
Ac _•�.. r---
`>..Yt i r it i c__r_1
4

z� WASTI� UT1 L. Z. -A (�N ')LAN
F
WASTE UTILIZATION PLAN AGREEMENT
Marne of Fat -Ill. ON ?C tAn 11 i C 5
Oivner/Manager Agreement
I (we) understand and w1111 follow and implement the specification and the operation and
maintenance procedures established in the approved anima] waste utilization ]elan for- the
farm named above. I (we) Liow that any cxpansion to the existing design capacity of the
waste treatulent and storage s)lsteil► or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before
the new animals are stocked. I (we) also understand that there must be no discharge of
a[rrnlal waste fl-0111 this System to surface wasters of the state iron] a storm event less
severe than the 25-year, 24-hour storm. The approved plan will. be filed on -site at the
r, faun office and at the office of the local Soil and Water Couservation District and will be
available for review by DEM upon request.
Name of facility Owner: 51
vv�
(Please print)
Signature: Date. -
Name of Manager(If different from owner):
Siguature: Date:
Name of Technical Specialist: (Please print) �rG Lac JQ rr A-;, C�
Affiliation: JO U z f 1-11
Address (Agency): I -'U c yc
Signature
/3-C1-c7(--

WASTE UTILIZATION PLAN
• REQUIRED 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 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
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 le'se-'than 5 tons
per acre per year. Waste may be applied to land,that is eroding
rat.,S=or more tone, 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),,,,
5. Odorscan be'" reduced by injecting • the , waste • or disking after
n 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`` o
flooding, it will be soil incorporated =* 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'guidancd.Y
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.
Page: B

WASTE -UTILIZATION PLAN
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, 1995.8hall
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 1fl,0 -feet ; to, -
wells.
J
13. Animal waste shall not be -applied closer than.200 feet of
Y.dwellinga other than, those. owned by, the, landowner:,
14. Waste, shall bey 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; oyer,-spraying..•
Animal.w'aste;may be.applied to prior.converted',cropland provided
they have been approved as a land application site -,by
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into.-water:courees,
.. � and, on other • grassed waterways, waste shall be • -applied, at ,:; � ',
agronomic_ ratep. in., a manner that causes, no runoff�ror 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 wi1F1_be
established on•ali'disturbed areas (lagoon embankments; -berms,
pipe runs, etc.). Areas shall be fenced, as,.necessaryy;.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

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 these
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 (5) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 10

4.1
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COVATRO�' qt4j #21
1829

CULTIPAUKER OR SIMILAR LQUINMtN I. Ah-F-L T MULUM ANU JtI.UML VVf +t-
A MULCH ANCHORING TOOL OR NETTING,
SOIL AMENDMENTS:
2500 LBS OF 10--10-10 FERTILIZER (1000 LBS/ACRE)
5.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
250 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
SEEDING SCHEDULE:
150 LEIS OF PENSACOLA BAHIA GRASS (60 LBS/ACRE)-MAR 15 TO JUNE 15
20 LBS OF HULLED COMMON BERMUDA GRASS (8 LBS/ACRE)-APR I - JUL'
TOTAL AREA TO BE SEEDED AND MULCHED = 2.5 ACRES (APPROX)
EARTHWORK CALCULATION DATA
METHOD USED: 5' GRID
TOTAL EXCAVATION 3,944 CY + EXCAVATED CLA)
PAD AND DIKE FILL 4,186 CY REQ'D FOR LINER
NET 242 CY CLAY WASTE
SUITABLE FOR LINER 1,780 CY
BORROW 2,022 CY
* FILL VOLUMES HAVE BEEN ADJUSTED BY 20% AND Cl-,'
VOLUMES BY 15 o FOR SHRINKAGE DUE To COMPACTI
.+ TOTAL EXCAVATION VOLUME INCLUDES UNDERCUT FO
LINER.
MURPHY
FARMSINC.
P. O. BOX 75!
PHONE : (910) 289 -- 2111 NORTH CAROL11%
Li

GENERAL NOTES:
ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON AN ASSUMED BENCH-
MARK ELEVATION AND DO NOT REPRESENT MEAN SEA LEVEL DATUM,
2. ANY HEAVY VEGETATION AND/OR ROOT MAT SHALL BE STRIPPED FROM
PAD AND LAGOON AREAS PRIOR TO PLACING FILL. ROOTS IN EXCESS
OF 2 INCHES IN DIAMETER WILL NOT BE ALLOWED IN FILL SECTIONS.
ANY STUMPS ENCOUNTERED IN LAGOON SIDE SLOPES OR BOTTOM MUST BE
REMOVED.
3. THE SOILS INVESTIGATION DONE BY MURPHY FARMS INDICATES
SUITABLE MATERIAL FOR USE AS A LINER IN THE PROPOSED LAGOON
AREA BETWEEN 1 AND 5 FT. BELOW EXISTING GRADE. THE BOTTOM
AND SIDE SLOPES SHALL BE UNDERCUT FOR A 1.5' THICK LINER. ANY
SUITABLE MATERIAL EXCAVATED SHALL BE STOCKPILED AND USED FOR
THE LINER. THE LINER MATERIAL SHALL BE COMPACTED TO 95% OF
THE STANDARD PROCTOR MAXIMUM DRY DENSITY. SUITABLE LINER
MATERIAL WILL RIBBON OUT A MINIMUM OF ONE INCH BETWEEN THE
THUMB AND INDEX FINGER. THE MURPHY FARMS ENGINEERING DEPT.
MUST APPROVE LINER MATERIAL PRIOR TO PLACEMENT. SEE LINER
DETAIL ON SHEET 2.
4. THE LAGOON IS BEING PLACED IN A WET AREA WITH THE WATER TABLE
BEING WITHIN THE EXCAVATED DEPTH, IT IS IMPERATIVE THAT THE
CONTRACTOR INSTALL DRAINAGE MEASURES AT THE START OF THE
PROJECT AND MAINTAIN IT UNTIL. ALL GRADING IS COMPLETED.
5. THE GROWER IS STRONGLY ADVISED TO CHARGE THE LAGOON WITH WATER
TO AT LEAST ONE-HALF THE TREATMENT ZONE DEPTH IN THE LAGOON
AS SOON AS THE LINER IS COMPLETE. THIS IS IMPORTANT TO GUARD
AGAINST SLOUGHING OF THE LINER MATERIAL AND TO REDUCE START --UP
ODORS.
6. ALL FILL MATERIAL PLACED ON THE BUILDING PAD AND LAGOON DIKE
SHALL BE COMPACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM DRY
DENSITY. IT IS RECOMMENDED THAT COMPACTION BE DONE WITH A
SHEEPSF00T ROLLER.
7. BUILDING PAD ELEVATIONS SHOWN ON THIS PLAN REPRESENT BLDG.
SLAB SUBGRADE. SEE PAD CROSS SECTIONS FOR GRADE REFERENCE
POINT.
8. BUILDING PAD AND LAGOON DIKE SIDE SLOPES ARE 3:1 UNLESS
OTHERWISE NOTED ON PLAN.
9. THE LAGOON DIKE AND SIDE SLOPES MUST BE FERTILIZED, SEEDED AND
MULCHED DOWN TO THE LAGOON BOTTOM, OR TO THE WATER LEVEL IF
CHARGED, BEFORE THE LAGOON CONSTRUCTION CAN BE CERTIFIED.
10. THE CONCRETE BLOCK SPLASH PAD OR OTHER APPROVED SCOUR
PROTECTION DEVICE SHALL BE INSTALLED AT THE DISCHARGE PIPE
BEFORE LAGOON CONSTRUCTION CAN BE CERTIFIED.
11, ANY WATER SUPPLY WELLS PLACED ON THE SITE MUST BE A MINIMUM OF
100' FROM THE CLOSEST POINT OF THE LAGOON.
12. THE STAFF GUAGE SHALL BE FABRICATED AS SHOWN ON SHEET 2 AND
WILL BE INSTALLED BY MURPHY FARMS BEFORE LAGOON CONSTRUCTION
IS CERTIFIED.
SEEDING NOTES:
1. ALL DISTURBED AREAS SHALL BE SEEDED, FERTILIZED AND MULCHED AS
SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED. THIS
INCLUDES INSIDE SLOPES Of THE LAGOON.
2. PREPARE DISTURBED AREAS FOR SEEDING BY GRADING IN ALL SURFACE
WATER DIVERSIONS AND SHAPING TO FINAL GRADES SHOWN ON PLAN.
3. APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH §EEDBED. APPLY SEED AND FIRM SEEDBED WITH A
CULTIPACKER OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH
A MULCH ANCHORING TOOL OR NETTING,
SOIL AMENDMENTS:
2500 LBS OF 10--10-10 FERTILIZER (1000 LBS/ACRE)
5.0 TONS OF DOLOMITIC LIME (2 TONS/ACME)
250 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
SEEDING SCHEDULE:
150 LBS OF PENSACOLA BAHIA GRASS (60 LBS/ACRE)--MAR 15 TO JUNE_ 15
20 LBS OF HULLED COMMON BERMUDA GRASS (8 LBS/ACRE)-APR I - •JULY 31
TOTAL ARIA TO BE SF.FOED A JD iAw,!;IiED =- 2 r. %f,PF- I.-�PPQPX1

I
:15khE: (pF OF EW-E - }I id I?Cx:?ai. CFFSf' sr+K
star Ii: PGkr+i \ !"_'.'-""`+ Ci.4l 1141E'S - !.'A '
/ STFlP 7(:)P50L REFURE FiLLiNG DWI
\ 4P Of C7I4, E I
LIN`QJT a8LE
EXISnNG --�
Cur jDL
-
-- 7'�'�A�TiljEP
561L s
3 LINER/VKE CROSS SECTION
2 N.T.S.
'MURPHY ow
FARMSINC.
P. O. BOX 759 ROSE HILL.
- E.*13rlN," CPAC-E
JIMMY PEAY NUL
,�,, (;nn — NT T T P,-

Animal Waste Management Plan Certification
(Please h•ve or vrint all information that does not require a signature)
General Information:
Name of Faritt: Jimmy Peaay Nursery #E2 Facility No:.
Owner's Name: James M. Peav _ _ Phone No: _
Mailing Address: 4234 Little Kelly Rd. Rocky Paint NC 28457
Farm Location: Fourteen Digit Hydrologic Unit:03030007130040
Latitude and Longitude: _3Z 2L -4A" / ..ZZ —a'-2Z County: Fender
Please attach a copy of a county road snap with location identified and describe below
(Be specific: road names, directions, milepost, etc.): E= Rose Hill, take bLwv 117 S
through Burgaw to Ashton Crossroads, turn right onto sr--1411, go to stop
Operation Description: sign turn left onto Little Kelly rd, go 2.6 miles to
Type ofSIVIne No ofAnimals Type of Poultry No ofAnimals Type of Cattle No ofAnimals
--Wean to Feeder 2600 Layer _ Dairy
_ Feeder to Finish Pullets Beef
_ Farrow to Wean
_ Farrow to Feeder
Farrow to Finish Other Type of Livestock: Number of Animals:
Acreage Available for Application: '37 Required Acreage: __ 1 �
Number of Lagoons/Storage Ponds: - 1 Total Ca aci .14-;Ann Cubic Feet (W)
Are subsurface drains present on the farm: YES or O (please circle one)
Owner /Manager Agreement
I (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) knowthat 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 DEM or a new certification (if the approved
plan is changed) within 60 days of a title transfir.
Name of Laffpwnez
Signature:
Name of Man ger (if
Signature:
AWC -- April 24, 1996
Date:1P-�
Date:
��

Technical Specialist Certification
I As a technical specialist designated by Forth Carolina Soil and Water Conservation Commission
pursuant to i 5A NCAC GF .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 (DEW as specified in I5A NCAC 2H.02I 7 and the
USDA -Natural Resources Conservation Set -vice (MRCS) and/or the North Carolina Soil and Water
Conservation Commission pursuant to I5A NCAC 2H.0217 and I SA NCAC GF .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, I), the technical specialist should only
certify parts for which they are technically competent.
II. Certification of Design
A) Collection, Storage, Treatment System
Check the appropriate box
❑ Existingfacility without retrofit (SE) or 1Vi.TP) .
Storage volume is adequate for operation capacity; storage capability consistent
with waste utilization requirements.
New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but no limited to collection
systems, lagoons and ponds, have been designed to meet or exceed the minimum
standards and specifications.
Name of Technical Specialist (Please Print): J. Neal Tucker
ttit�i��r�rrr
.� A
Affiliation: Murphy Famil Farms
RO�y
.� '/ 9 �I
Address (Agency): P •O Box 759 Rose Hill, NC Phone No.: (91 0) 289-
F �b
Signature: 28458 Date: III/
!
AL =
B) Land Application Site (WUP)
- t 14 9 8 5 =
The plan provides for minimum separations (buffers); adequate amount of land for
FH Q`.'�
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waste utilization; chosen crop is suitable for waste management; hydraulic and
nutrient loading rates.
ryNAL �.
ihrrnu��>>
Name. of Technical Specialist (Please Print): M. Kevin Weston
Affiliation: M h Family Fauns
Address'(Agency): P.O. Box 759 Rose Hill, NC phone No.: (91) 296439-
4629
Signature: 28458 Date: /r 1,16,
C) Runoff Controls from Exterior Lots
Check the appropriate iaax
R'�'Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
❑ Facility with exterior lots (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 MRCS.
Name of Technical Specialist (Please Print): M. Kevin Weston
Affiliation: Murphy Family Farms
Address (Agency): - .Box759 Rose H3.11 F NC Phone No.: [phone] Ext. 4629
Signature: 4e—. 1--wzin Date: i!lJ-A9G
AWC--April 24, 1996

D) Application and Handlin ui anent
check tare appropriate bo v
tad' Existin fg acility ��rith eaistiitg waste application equipment (WUF or 0
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).
B' New or expanded facility_-, or existingf�aciliV without_ existing waste application
equipment (1)
Animal waste application equipment specked 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;
calibrations and adjustment guidance are contained as part of the plan).
Name of Technical Specialist (Please Print):
Affiliation: I`� t 1 . =5 .-
Address (Agency): P. cf, 3nx 7�9 4, sc- A4N -4), 6 Phone No.: 19 fo )S -b�1�9
Signature: Date: —1a,LJ47,6
r
III. Cer�fficatron of rnsfallafion
A) Collection,_ Storage, Treatment Installation
New expanded or retrofitted facili (SI)
Animal waste storage and treatment structures, such as but no limited to
lagoons and ponds, have been installed in accordance with the approved plan to
meet or exceed the minimum standards and specifications.
For eazsf 7g faciUdw without retrofits, no certffcation is necessary.
Name of Technical Specialist (Please Print): J. Neal Tucker
Affiliation:MurPhy Family Farms
Address (Agency):P O.B 759 Rose Hi11, NC phone No.: (-910)- 28-�439 Ext. 4717
Signature:, 28458 Date: �t%Z_�97 _ ,�y�titisCARrit,��i
k� �i
? �FEr, SS p�tiy 's
SEAL
149B5
'1`GIHE�.•• Q•
'4 AWC -- April 24, 1996 �i��i�L

B) Land Application Site (VVUP)
Check the appropriate box
Q� The cropping system is in the place on all Iand as specified in the animal waste management plan.
D 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
(month/day/year); the proposed cover crop is appropriate for compliance with the waste
utilization plan.
0 Also check this box if appropriate
if the cropping system as specified in the plan can not be
established on newly cleared land within 30 days of this
certification, the owner has committed to establish an
interim crop for erosion control;
Name of Technical Specialist (Please Print): M. Kevin Weston
Affiliation: M h Family Farms
Address (Agency): P.O. Box 759 Rose Hill, NC 28458 Phone No.: [phone] Ext. 4629
Signature: 017' Date: /t/za 9/,
This following signature block is only to be used when the box for conditional approval in III. B above
has been checked.
I (we) certify that I (vie) have committed to established 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 1:5 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-
0 Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from Iounging and
heavy use areas have been installed as specified in the plan.
_ For facilitics without exterior lots, no certiricatfon is nac=wry.
Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency): Phone.No.:
Signature: Date:
AWC -- April 24, 1996

D) Application and HandlinS Fguipment Installation (WUP or 1)
Check the appropriate block
iY 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. G.-�.��-t•u.Ay �- f•,Mp ^A re-0-1.
❑ AnimaI 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 pain of the plan.
i/ ConditionaI approval: Animal waste application and handling equipment specified in the
plan has been purchased d will be on site and installed by
ar, 30 a 9 9 (month/day/year); 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 haye been provided to the owners and are contained as part of the
plan. ' b r'Yl.yzt�� F s
Name of Technical Specialist (Please Print) :
Affiliation: Mw9)Wr A,40,1+1'
Address (Agency): p % $1 Zes6 !�,«
Signature: '!?- l l✓....r
M. llasrov
s8 Phone No.
Date: /x
Aer-G-fS9 e.r 'Yi2 9
The following signature block is only to be used when the box for conditional approval in III D above
has been checked.
I (we) cerkify 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 certification 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:
Please return the completed form to the Division of Environmental Management at the following
address:
Department of Environment, Health, and Natural Resources
Division of Environmental Management
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 with your
Animal Waste Management Plan.
AWC -- April 24, 1996 w

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ANIX" WASTE MANAGEMENT PLAN CERTIFICATION FOR NEW OR EXPANDED FEEDLOTS
Please return the completed to= to the Division of Environmental. Management at
the address on the reverse aide of this form.
Name of farm4277P L1tle Kelly Roa
Address:
Rocky P,Qnt; NC 28457 Phone No.:(91Q) 259-29R6
County: _-_pa3de
Farm location: Latitude and Long itude:3A°..6'_30%�7 s_.57 285�equired) Also, 3 , `fzf/7
please attach a copy o£ a county road map with location identified. -77.q! % b Type of operation (swine, layer, dairy, etc.): SWlne
Design capacity (number of animals) :_. .260n'Nbirct=rY _
Average size of operation (12 month population avg.}: 9,600
Average acreage needed for land application of waste (acres)i l0
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Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 6F .0005, I -certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,'
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria have-heen,verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and ainount of land for waste utilization (or use of third party) ; access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24-hour
storm.
Name of Technical Specialist (Please Print):- M, Kevin Weston
Affiliation: M'-u'phy Family Farms, Inc.
Address (Agency): ••/- PO B= 759 RnSP F 1 1., NC!_ 2R45ft Phone No . (q1 n 1 9A9_21 11 EX:F , 592
Signature: , Date: /Z/Z ? 9y
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Owner/Manager Agreement
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 additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
Name of Land Owner, (Please ?/,cir}G) :
Signature:
llama of Manager, if different from owne
Signature:
Rote: A change in land ownership requires
(if the approved plan is changed) to
Environmental Management within 60 days of
-41-a--
Date-
Please print):
Date:
notification or a new certification
be submitted to the Division of
a title transfer.
DEM USE ONLY : ACNEW N IV 06X Z !2 Z

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AN124AL WASTE 1LXHAGE2iENT PLAN CERTIFICATION FOR NEW OR =PANDED PEEDLO S._"
Please retuzzt the completed form to the Division of Environmental Management.`­at�
the addreaa oa the reverse aide of thin form.
t;3 me of farm (Please print): }
Address: f:.
Phone No. 103
-
" County:_ pPnr1P_r
Farm location: Latitude and Longitude: ,3Q°_26'.40V_Z7°_57' 30Lequired) . Also, u_
please attach a copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.) Swij e -
Design capacity (number of animals) .
60 'Nurseml
Average size of operation' (12 monthpopulation avg.) :_2,C,pn , _ '� �� ViLtaS
Average acreage needed for land application of waste (acres):
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Technical Specialist Certification -77s jl� {�
As a technical specialist designated by the North Carolina Soil and water
Conservation Commission pursuant to ISA NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and water Conservation Commission pursuant to 15A NCAC 2H.0217 and
1SA NCAC 6F .0001-.0005. The following eZ ements and their corresponding minimum
criteria: have--been.-verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party); access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24-hour
storm.
Name of Technical specialist (Please Print): M. Kevin Weston
Affiliation: MurDhy Farms. Inc
Address (Agency) : PQ SOX 759 RQSe ,E,L., NC 28458 Phone Na. (910) 2RC)-2111 F'Sct, 592
Signature:. 1lJ �_A.111� Date • Z 3 s
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Owner/lianager Agreement
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, additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
Nam* of L owner (Please Print): James M. Pea
Signatur=,r
Date-
Name of, if different from owner (Please print):
Signature: Date:
Note: A change in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer. ��{{ /
DEM USE ONLY:ACNEW#�lL� ,3 SP

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POST OFFICE BOX 759 • ROSE HILL, NORTH CAROLINA 28458
[phone]
October 17, 1994
Department of Environment, Health and Natural Resources
Division of Environmental. Management
Water Quality Section, Planning Branch
P.O. Box 29535
Raleigh, NC 27626-0535
Attn: Mr. Steve Tedder, Chief
Re: Jimmy Peay Nursery - Swine Facility Certification
Duplin County, NC
Dear Mr. Tedder:
Enclosed is the certification form for the above referenced swine
farm. The area required for spray irrigation of lagoon effluent
has not been sprigged. By this letter, the Owner certifies that
the area required for spray irrigation will be sprigged or planted
with the crops as called for in the Waste Utilization Plan within
180 days of the stocking date of the farm. The lagoon effluent
will be applied with the owners reel type irrigation equipment.
Name of Technical Specialist: M. Kevin Weston
Signature: /Y Date:
Name of
Signature:
cc: James M.
Kim P tx
Owner: James M. Peay
Murphy Farms Conotruction Dept.
Date:

L _ 2 5 1994
5 '994
July 13, 1994
POST OFFICE BOX 759 (9R0 28�HILL, 1NORTH CAROLINA 2841�A E cel Z0
.SP 770N
APR I U 20,cj
NOn.�"CI}0ro0 P3mrlt n
9
Mr. Jeff Raifsnider
District Conservationist
USDA - Soil Conservation Service
PO Box 248
Burgaw, NC 28425
Re: Kenneth Peay-2600 Nursery
Dear Mr. Raifsnider:
Enclosed for your review is the completed Animal Waste Management
Plan for the above referenced swine farm. Specific items included
in this package are as follows:
- Location Map
- ASCS Tract Map
- SCS Soil Survey Map
- SCS Soils Investigation Report
- Lagoon Calculations Spreadsheet
- Operation & Maintenance Plan for Lagoon
- Construction Specifications for Lagoon
- Site Seeding Requirements
- Earthwork Calculations
- Waste Utilization Plan (***N/A for contract growers***)
- Site Plan with Construction Details
It is my understanding that the Waste Utilization Plan for this
farm will be developed for the grower by your office.
Please contact me at [phone], ext. 529 if you have any
questions concerning this package.

i
• Sincerely:
M. Kevin Weston
Engineering Technician
MKW
Enclosures
cc: File
Kenneth D. Peay (complete package)
Roger Wells, Murphy Farms Construction Dept. (site plan only)

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U. S. DEPARTMENT OF AGRICULTURE
5-M SOIL CONSERVATION SERVICE
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I
TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW-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 Ioam
SW -Well graded sands: sand -gravel mix
fsl -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
sil - silt. loam
CL-Clays of low to nsedium plasticity
cl-clay loam
CH -Inorganic clays of high plasticity
sicl-silty clay loam
MH-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 embankment i+ available Yee 0 No (1-sicar- -A-, !aura an rh. rke(ch orr
rmm?" aide)
REMARKS:
1 ) l 1 / f 1
5����-btG Ma.Tta'tcu !S cCVee.cL61t +ter baA Sl,il°S•
-�►etirJ�-. st �GZ ti ►+�erc. �eyrh�G c�v[ CL rG Gi,
VXCJe'i0. aJ- loti.ltr+ - AtA�•+s
L Explain hazards requiring special attention in design (5eeoaoe. ir7�Orra..rock etc.)
-�'t4G -0 Pam• regtll res 0- C0 a }rtm4k UK 1C a CCvl C '11 "1 e
t7� � 1 rr.•r. a1 ow �n $L r►, q,�' L r:6 - C I • $ — Z � D �)
GENERAL REMARKS:
CJI t-Url►l }�Ss�rLLS 0�5{rJfa . '
24
26
28
1 27
28129
1301131
13211
33 11 34
U
38
37
1 Us
139
40 11
41
42
43
144
45 1146
1 47
48
49
50
51
!1
I

n v
471

R.W.-

Operator:KENNETH PEAY
County:
PENDER
Date:
06/17/94
Distance to nearest residence (other
than
owner):
1500.0
feet
1. AVERAGE LIVE WEIGHT
(ALW)
0 sows (farrow to
finish)
x
1417
lbs. -
0
lbs
0 sows ( farrow to
feeder)
x
522
lbs. =
0
lbs
0 head (finishing
only)
x
135
lbs. =
0
lbs
0 sows (farrow to
wean)
x
433
lbs. -
0
lbs
2600 head (wean to feeder)
x
30
lbs. -
78000
lbs
Describe other
0
Total Average Live Weight =
78000
lbs
'. MINIMUM REQUIRED TREATMENT VOLUME OF
LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
-1. TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
Inside top width (feet) ----------------------
Top of dike elevation (feet) -----------------
Bottom of lagoon elevation (feet) ------------
Freeboard (feet) -----------------------------
Side slopes (inside lagoon) ------------------
Total design volume using.prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
3.0 3.0 3.0 3.0 234.0
AREA OF TOP
LENGTH * WIDTH =
234.0 104.0
240.0
110.0
100.4
90.4
1. 0
3.0 : 1
WIDTH DEPTH
104.0 9.0
24336 (AREA OF TOP)
AREA OF
BOTTOM
LENGTH
* WIDTH =
180.0
50.0
9000 ( AREA
OF BOTTOM)
AREA OF
MIDSECTION
LENGTH
+► WIDTH * 4
207.0
77.0
63756 (AREA
OF MIDSECTION * 4)
CU. FT.
= [AREA TOP +
(4*AREA MIDSECTION)
+ AREA BOTTOM]
24336.0
63756.0
9000.0
DEPTH/6
1.5

5.• TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
240.0 110.0 26400.0 square feet
Buildings (roof and lot water)
0.0 square feet
Describe this area.
TOTAL DA 26400.0 square feet
Design temporary storage period to be 180 days.
3A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 78000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 142480 gals. or 19048.1 cubic feet
3B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day « 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 15400.0 cubic feet

1
5D. Volume of 25 year - 24 hour storm
Volume = 8.0 inches / 12 inches per foot * DA
Volume = 17600.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
19048
cubic
feet
5B.
0
cubic
feet
5C.
15400
cubic
feet
5D.
17600
cubic
feet
TOTAL 52048 cubic feet
SUMMARY
Temporary storage period==-----=============>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall=======---========>
8.0
inches
Freeboard=======--=--===========--==========>
1.0
feet
Side slopes===______________________________>
3.0
. 1
Inside top length============--=============>
240.0
feet
Inside top width==------============------==>
110.0
feet
Top of dike elevation==--===--====------====>
100.4
feet
Bottom of lagoon elevation==---=============>
90.4
feet
Total required volume=========--=---========>
130048
cu. ft.
Actual design volume________________________>
145638
cu. ft.
Seasonal high watertable elevation (SHWT)===>
93.4
feet
Stop pumping elev.__________________________>
96.6
feet
Must be > or = to the SHWT elev.==========>
93.4
feet
Must be > or = to min. req. treatment el.=>
96.4
feet
Required minimum treatment volume===========>
76000
cu. ft.
Volume at stop pumping elevation============>
85184
cu. ft.
Start pumping elev._________________________>
98.5
feet +
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
128038
cu. ft.
Volume at start pumping elevation===========>
124548
cu. ft.
Required volume to be pumped===========--===>
34448
cu, ft.
Actual volume planned to be pumped==========>
39365
cu. ft. +�
Min. thickness liner when required==>
1.5
feet
�o'fj�soil
DESIGNED BY: �J"Pv--- APPROVED BY: P �aGJ
DATE. 711'/9 Y DATE: 711 11a
¢
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

Operator:=======�======�======�=====#CENNETH PEAY
County =========---===---==---=— = = = = = =PE NDER
.' Date:—_W17/94
Dist.to nearest residence (other than owner) :
1500 ft
sows (farrow to finish):=== ______—_____---:
sows (farrow to feeder): eder): —,
heed (finishing only):—===_ _--____—_____— .
sours (iarrowtowean):= ==__
head (wean to feeder):===—
2600
Ave. Live Weight for other operations(lbs.)= _•
Storage volume for sludge accum. (cu. fL): _
Treatment Volume (min. 1 cu. ft/lb_)====___:
1.0
25 Year — 24 Hour Rainfall (in.)===_ _--_—__=::•
8.0
Rainfall in excess of evaporation (in.) =___ _:-•
7.0
Drainage area of buildings & lots (sq. ft.) _ _•
Volume of wash water (gallonsJday) = = = = _ _ _ _ _ —:
Temporary storage period (days) = = _ _ _ _ — — — _ — :
180
Freeboard
1.0
Side slopes (inside lagoon):=======------==—.
3.0 : 1
Insidetop iengtll {ft):____________________.
240.0
Insidetopwidth
110_0
Top of dike elevation (ft):========-------=:
100.4
Bottom of lagoon elevation (ft) : = = = _ _ _ _ = = =
90.4
Seasonal high water tabie(SHWT) elev. ft):=::•
93.4
Total required volume: = = == = _ _ _ _ _ _ = 130048 cu. ft.
**TOTAL VOL O.K. **
Acriial design volume: ====== ____ _—= 1456,38 cu. ft
111.99%
Stop pumping el.(::• or = to 93.4ft. SHWi)::•
96.6
(:s or = to 96.4 tLMin)
Required minimum treatment volume: 78000 cu_ TL
**TRMT. VOL O.K.""
Volume at stop pumping elevation: 85184 cu. ft.
109.21 %
St&rtpumpingelev.:==========---==== =—_--
98.5
Volume at start pumping elevation: 124W cu. ft_
**STORM STOR. O.K."
Actual volume less 25yr-24hr rain: 128038 cu. ft.
102.W/o
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====::• 34448 cu. ft
**TEMP. VOL OK.**
Actual volume to be pumped:= => 39365 cu. ft
114.27%

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year -- 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 98.5 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 96.6 . This temporary
storage, less 25 yr- 24 hr storm, contains 34448 cubic feet or
257672 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch'per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
S. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET I OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
------------------------------------------------------------
FOUNDATI:ON PRE PARA'TI:ONz
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulde•?rs3,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 call
the dike and pad areas. After stripping, they foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
o placing the first lift of fi.I.I. material to get a good bond.
EXCAVATION AND f_ARTHFI:I-..L PLACEMENT:
--------------------------------------
The
Precautions shaal.l be taken during construction to prevent excessive
erosion and sedimentation.
LI:ICIE::Rt: THE:: MINIMUM RE::QUI:RE::I) THICKNESS SHALL. BE:: 1..5 ft.
NOTE:: LINERS (PARTIAL OR FULL) AREA REQUIRED WHEN THE ATTACHED w)01.1..S
INVESTIGATION F\l:::l'ORT 60 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 SOXLS RFri:h•OR-T.,
When areasof unsuitable material
are encountered,
they w:i.11 be over
excavated below finish
grade to the
specified depth
as measured
perpendicular to the:
finish grade.
The foundation
shall be by�:tc�kfiiled
asspecified to grade
with a i�l. S
approved material
(ia ..- CL_, SC, CH) n
REFER TO THE. SOILS INVESTIGATION
INFORMATION IN THE
PLANS FOR SPECIAL
CONS I DERAT T ONfa..

SHEET c OF 2
Sail liner material shall f:`c:}me from an approved borrow area. T"hle
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is h;rlC*i:1ded
:in the hand it wi.l.l farm a ball which doers not readily separate. Water
shall be added to borrow as necessary to insures proper moisture content
during placement of the liner. The moisture content of t:hle:•r liner
material shtal.l not; be less than optimum water content during placement..
The maximum water content relates to the soil mat,errial being too wet
for efficient us:>i•:•' 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 DC.,` 8 Dry Unit:
Weight' of the liner material.. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of t: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 er(:il.l.l,i:lgient; use and the routing of equipment; in an estab---
1 i`•iiherd pattern helps assure uniformity in the whole placement and
compaction process. For most ('.lay soils, a tamping or shee?ps'foo't:
roller :4.'.:s the preaferabl.C'. type of compaction equipment.
The soil liner shall be protected from the discharge of wastes outlet;
pipes. This can be donee by using some types of energy disssi.pator(rock.ss)
or l.l'.si.ng flexible outlets on waste pipes.
Alternatives to soil. liners are synthetic liners and bentanitea sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF 1= TRENCH-.
----------------
fl cutoff trench shall be constructed under the embankment area when
shown on a typical cros;,s:, 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 bares constructed areas 4shal.l be seeded
to the planned type of vegetation as soon as possible after consstrl.lf::"'
t::ion according to the seeding specifications. Topsail should be placed
can areas of the dikes and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent: vegetation is Dut — o f season
dates for seeding. Permanent vegetation 'Mould be established <:a<.s soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TIl_c_ DRAINS)
---------------------------------
When tile drains are encountered, the tile will be removed to ca minimum
of 10 feet beyond the outside toe of slope of the dike_. The tile
trench s:shal.l be backfi.11.ed and compacted with good mate'rial such as

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1.5 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)
90.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
12.0 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:
1500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
3.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
150.0 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.

LAGOON ELEVATION DATA
TOP OF DIKE ELEV. = 100.4
/ BEGIN PUMPING ELEV. = 98.5
00, END PUMPING ELEV. = 96.6
BOTTOM OF LAGOON = 90.4
PROPOSED ROAD
- FEED
TANKS
HIGH END OF PAD
SUQGRADE ELEV. — 103.50'
I'
ry
0
z
A
W
z
O
Q
711,
MAN '
I,y
1500' SETBACK FROM
MIN. BLDG. SETBACK
FROM RESIDENCES
TO THE EAST

i
0 \ ,
28' CHUTE
\ \ 1OD
PROPOSED ROAD
P- P-2 \A
FEED
180.00 TANKS /
N PAD /
HIGH END OF PAD
o r `gym oa O SUBGRA E ELEV. = 103.5f
162.00' �°D
BLDG. - O /
—�O2_ 1 75' RADIUS
P-4 P-1 TRUCK TURN AROU
f02 /
]pa �p0
4' X 8' /
CONC. BLOCK
SPLASH PAD
TOP OF DIKE
L-4 \ \ WIDTH = 12' / 9g
\ \ J O
r a
� I
sg 240.OI
9g 0,
0

GENERAL NOTES:
1. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON AN ASSUMED BED
MARK ELEVATION AND DO NOT REPRESENT MEAN SEA LEVEL DATUM.
• 2. BUILDING PAD ELEVATIONS SHOWN ON THIS PLAN REPRESENT BLDG.
SLAB SUBGRADE. SEE PAD CROSS SECTIONS FOR GRADE REFERENT
POINT.
3. LAGOON BOTTOM ELEVATION SHOWN REPRESENTS FINISHED BOTTOM.
i'
4. THE SCS SOILS INVESTIGATION REPORT INDICATES SUITABLE CLAY MATERIAL
BETWEEN A LEVEL 1-2 FT. BELOW EXISTING GRADE DOWN TO A LEVELI
11-12 FT. BELOW EXISTING GRADE. SOME AREAS OF SIDE SLOPES OF THE
LAGOON DO NOT HAVE SUITABLE CLAY ALREADY IN PLACE. THESE AREAS SHALL
HAVE TO BE UNDERCUT TO ACCOMMODATE A 1.5' THICK LINER. THE • SUITABLE
CLAY EXCAVATED SHALL BE STOCKPILED AND USED FOR THE LINER. IF THE SOIL
EXCAVATED FROM THE LAGOON IS QUESTIONABLE AS LINER MATERIAL, CONTACT
THE ENGINEER FOR AN EVALUATION BEFORE LINING IS DONE. SEE DETAIL SHEET.
5, BUILDING PAD AND LAGOON DIKE SIDE SLOPES ARE 3:1 UNLESS
OTHERWISE NOTED ON PLAN.
6. A SURFACE WATER DIVERSION SWALE SHALL BE PROVIDED BETWEEN
THE PROPOSED BLDG. PAD & LAGOON, AS SHOWN.
8. ALL FILL MATERIAL PLACED ON THE BUILDING PAD AND LAGOON DIKE
SHALL BE COMPACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM DRY
DENSITY. IT IS RECOMMENDED THAT COMPACTION BE DONE WITH A
SHEEPSFOOT ROLLER.
9. ANY WATER SUPPLY WELLS PLACED ON THE SITE MUST BE A MINIMUM OF
100' FROM THE CLOSEST POINT OF THE LAGOON OR BUILDING.
10. THE LAGOON DIKE AND SIDE SLOPES MUST BE FERTILIZED, SEEDED AND '
MULCHED DOWN TO THE LAGOON BOTTOM BEFORE THE LAGOON
CONSTRUCTION CAN BE CERTIFIED.
i
SEEDING NOTES:
1, ALL DISTURBED AREAS SHALL BE FERTILIZED, SEEDED, AND MULCHED
AS SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED. THIS
INCLUDES INSIDE SLOPES OF THE LAGOON.
2. PREPARE DISTURBED AREAS FOR SEEDING BY GRAOING—IN ALL SURFACE
WATER DIVERSIONS AND SHAPING TO FINAL GRADES SHOWN ON PLAN.
3. 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.
�^h,�:�,*,;,�S0ILSAMENDMENTS:• `• _ ��
1,500 LBS. OF 10-10-10 FERTILIZER (1000 LSS./ACRE)~
3 TON" F DOLOMITIC LIME (2 TONS/ACRE'..
150 EWS OF SMALL GRAIN STRAW (100 6S/ACRE)
SEEDING SCHEDULE:
90 LBS. PENSACOLA BAHIA GRASS 60 LBS./ACRE) — MARCH 15 TO JUNE 30
12 LBS. HULLED BERMUDA GRASS 8 LBS./ACRE) — APRIL 1 TO JULY 31
TOTAL AREA TO BE SEEDED AND MULCHED = 1.5 ACRES (Approx.)
LEGEND
w00DSLINE
— — — —50— -- — — EXISTING CONTOUR
54 FINISHED CONTOUR
EXISTING WOODSLINE —
—DP— DISCHARGE PIPE
MINIMUM BUILDING

t,AK l ti YVUKm k lALUULM I I VIA utI N_ _
)WN ON THIS PLAN ARE BASED ON AN ASSUMED BEI`
A AND DO NOT REPRESENT MEAN SEA LEVEL DATUM.
LEVATIONS SHOWN ON THIS PLAN REPRESENT BLDG.
E. SEE PAD CROSS SECTIONS FOR GRADE REFEREN
-� ELEVATION SHOWN REPRESENTS FINISHED BOTTOM.
INVESTIGATION REPORT INDICATES SUITABLE CLAY MA
/EL 1-2 FT. BELOW EXISTING GRADE DOWN TO A
_OW EXISTING GRADE. SOME AREAS OF SIDE SLOPES THE
fT HAVE SUITABLE CLAY ALREADY IN PLACE. THESE AR SHALL
NDERCUT TO ACCOMMODATE A 1.5' THICK LINER. THE ITABLE
D SHALL BE STOCKPILED AND USED FOR THE LINER. THE SOIL
)M THE LAGOON IS QUESTIONABLE AS LINER MATERIAL, _ NTACT
FOR AN EVALUATION BEFORE LINING IS DONE. SEE D L SHEET.
,ND LAGOON DIKE SIDE SLOPES ARE 3:1 UNLESS
METHOD USED: GRID
CUT =
4265
CY
FILL =
3754
CY (ADJUSTED)
NET =
309
CY
CLAY LINER =
797
CY
NOTES: 1. FILL VOLUME HAS BEEN ADJUSTED 10!
FOR SHRINKAGE DUE TO COMPACTION.
2. CUT VOLUME INCLUDES UNDERCUT FOF
CLAY LINER WHICH IS NEEDED FOR TH
TOP 3'-5' ACCORDING TO SOILS REPO
FED ON PLAN. � 1
ER DIVERSION SWALE SHALL BE PROVIDED BETWEEN
BLDG. PAD & LAGOON, AS SHOWN. \ 1
AL PLACED ON THE BUILDING PAD AND LAGOON DIKE
PACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM RY \ 1
RECOMMENDED THAT COMPACTION BE DONE _WITH A
O LLER.
'PLY WELLS PLACED ON THE SITE MUST BE A MINIMUM F 1
CLOSEST POINT OF THE LAGOON OR BUILDING.
KE AND SIDE SLOPES MUST BE FERTILIZED, SEEDED AN
,4 TO THE LAGOON BOTTOM BEFORE THE LAGOON
CAN BE CERTIFIED. _ 1
,;S SHALL BE FERTILIZED, SEEDED, AND MULCHED
3LE AFTER FINAL GRADING IS COMPLETED. THIS ` \
_OPES OF THE LAGOON.

Z-
TOP OF DIKE CLEV. 100.40
BEGIN PUMPING ELEV. - 98.50
END PUMPING ELEV. = 96.60
UNDERCUT AND EXTEND CLAY UNER —
A MINIMUM OF 2' INTO EXISTING CLAY 3-
I- F--
Z' WIN DaMG CLAY LAGOON BOTTOM --A
MUST BE MAINTAINED
IN 5,)TTOM OF LAGOON
BLDG. PAD SECTION '(LE'N'GTH
1.5 Ft. Compacted Clay Liner
INSIDE TOP Of DIKE
TOP OF DIKE 12'
4' r SETBACK
FOR UNER
smo V 2-
EXISTING CLAY
8'-9'THiCK
I,.
LAGOON DIKE CLAY LINER SECTION

u
gCzci,Y
.UN 19 Z0M
Amount of Waste Produced Per Year(gallons, 0. tons, etu Qp O
7 S00 animals X-q)�(amt.) waste/animal/year Via? (amt.) waste/year. ly
N
WcT��N
Amount of Plant Available Nitrogen (PAN) Produced Per Year i
-7$00animals Xeq?lbs. PAN/animal/year =3-144 lbs. PAN/year. (PAN from N. C. Tech,
Guide-Std. 633)
Applying the above amount of waste is a big job. You should plan time and have
r appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED.BY PRODUCER
Tract Field Soil Crop Lb�. N Acres Lbs. N Month of
# No. Tvne Per Ac. * Utilized Amlication
Total I 1 _ 1
* This N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must be accounted for. N nuist be based on realistic vield
expectation.
NOTE: The applicator is cautioned that P and K maybe over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.
2

. Mortality Management Methods
• (check which method(s) are being implemented)
C] 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
Ct '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)
\"� VC, .- (n 3 l) �n
NAM OF A 0 ER TE
ECHNICAI, SPECIALIST DATE
December 18, 1996

This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off the site. You should NOT wait until wastes reach surface
waters or leave your property to consider that you have a problem. You should make
every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
Emergency Action,Plan is as follows:
1. Stop the release of wastes. Depending on the situation, this may not be possible.
Suggested responses to problems are listed below:
a. Lagoon overflow - possible solutions are:
> Add soil to berm to increase elevation of dam
> Pump wastes to fields at an acceptable rate
> Stop all additional flow to the lagoon (waterers)
> Call a pumping contractor
> Make sure no surface water is entering the lagoon
NOTE: These activities should be started when your lagoon level has exceeded the
temporary storage level.
b. Runoff from waste application field - actions include:
> Immediately stop waste application
> Create a temporary diversion or berm to contain the waste on the field
> Incorporate waste to reduce further runoff
c. Leakage from the waste distribution system:
> Pipes and sprinklers -actions include:
-stop recycle (flushing system) pump
-stop irrigation pump
-close valves to eliminate further discharge
-separate pipes to create an air gap and stop flow
> Flush system, houses, solids separators -actions include:
-stop recycle (flushing system) pump
-stop irrigation pump
-make sure no siphon effect has been created
-separate pipes to create an air gap and stop flow

Emergency Action Plan
Page -2-
d. Leakage from base or sidewall of lagoon. Often these are seepage as opposed
to flowing leaks -possible action*:
> Dig a small well or ditch to catch all seepage, put in a submersible
pump, and pump back into lagoon.
> If holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clay type soil
> Other holes may be likewise temporarily plugged with clay soil
*Lagoon problems require the consultation of an individual experienced in the
design and installation of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies. The numbers are listed below:
a. During normal business hours, call your DWQ (formerly DEM) regional office
(910) 395 -3900, Emergency number: [phone]. Your phone call
should in your name, facility, telephone number, the details of the
incident from item 2 above, the exact location of the facility, and the location
or direction of movement of the spill, weather and wind conditions, what
corrective measures have been under taken, and the seriousness of the
situation.
b. If spill leaves property or enters surface waters, call local EMS (910) 259-I210
or 911.
c. Instruct EMS to contact local Health Department [phone].
d. Contact CES [phone], and local SWCD and NRCS office 0-w).259-
4305 for advice/technical assistance.
e. Contact your swine company
4. Implement procedures as advised by DEM 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.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
/ Liquid Systems
Flush Gutters • Accumulation -of solids l� Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
Remove bridging of accumulated solids at
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 -
A inches over more than 30% of surface.
Excessive Vegetative • Decaying vegetation Maintain vegetative control along banks of
Growth 1P lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Feeders • Feed Spillage Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation 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 0 Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
0 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
.0 -November 11, 1996, Page 1

Source Cause
Animal Holding Areas Accumulations of animal wastes O
and fced wastage
0
Dry Manure Handling • Accumulations of animal wastes 0
Systems
O
0
BMPs to Control Insects- Site Specific Practices
Eliminate low areas that trap moisture along
fences and other locations where waste
accumulates 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) whert 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.
" ?%,&
FARrOW
ECHNICAL SPECIALISTS
DATE
At .ovember 11. 1996. Page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BKPs to Minimize Odor _- _ __. Site Specific Practices
Farmstead • Swine production egetative or wooded buffers;
mmended best management practices;
Good judgment and common sense
Animal body surfaces • Virty manure -covered animals p Dry floors
Floor surfaces Wet manure -covered floors Slotted floors;
aterers located over slotted floors;
ceders at high end of solid floors;
Scrape manure buildup from floors;
O nderfloor ventilation for drying
Manure collection pits • Urine; Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition /01 or scrape;
O nderfloor ventilation
Ventilation exhaust fans • Volatile gases; "Apicnt
n maintenance;
Dust air movement
Indoor surfaces • Dust ashdown between groups of animals;
Feed additives;
O Feeder covers;
0 Feed delivery downspout extenders to feeder
Flush tanks • Agitation of recycled lagoon lush lank covers;
liquid while tanks are filling Extend fill lines to near bottom of tanks with
anti -siphon vents
alleys •
wastewater - O Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon O Extend recharge lines to near bottom of pits
liquid while pits are filling with anti -siphon vents
Lift stations • Agitation during sump tank 0 Sump tank cov.crs
filling and drawdown
Outside drain collection • Agitation during wastewater 17 Box covers
orjunction boxes conveyance
f November 11, 1996, Page 3

Source Cause BMPs to Minimize Oddr Site Specific Practices
End of drainpipes at • Agitation during wastewater Cl Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; O Proper lagoon liquid capacity;
• Biological mixing; 0 Correct lagoon startup procedures;
• Agitation 0 Minimum surface area -to -volume ratio;
0 Minimum agitation when pumping;
O Mechanical aeration;
0 Proven biological additives
Irrigation sprinkler
• High pressure agitation;
0
Irrigate on dry days with little or no wind;
nozzles
a Wind drift
0
Minimum recommended operating pressure;
0
Pump intake near lagoon liquid surface;
0
Pump from second -stage lagoon
Storage tank or basin
• Partial microbial decomposition;
0
Bottom or midlevel loading;
surface
• Mixing while filling;
O
Tank covers;
• Agitation when emptying 0 Basin surface mats of solids;
O
Proven biological additives or oxidants
Settling basin surface
Partial microbial decomposition;
O
Extend drainpipe outlets underneath liquid
•
Mixing while tilling;
level;
•
Agitation when emptying
0
Remove settled solids regularly
Manure, slurry or sludge •
Agitation when spreading;
O
Soil injection of slurry/sludges;
spreader outlets
Volatile gas emissions
17
Wash residual manure from spreader after use;
0
Proven biological additives or oxidants
Uncovered manure, •
Volatile gas emissions while
0
Soil injection of slurry/sludges
slurry or sludge on Geld
drying
0
Soil incorporation within 48 hrs.;
surfaces
0 Spread in thin uniform layers for rapid drying;
0 Proven biological additives or oxidants
Dead animals • Carcass decomposition CI Proper disposition of carcasses
Dead animal disposal • Carcass decomposition 0 Complete covering of carcasses in burial pits;
pits 0 Proper location/conslruclion of disposal pits
Incinerators • Incomplete combustion 0 Secondary stack burners
X -November 1[, 1996. Page 4

1
Source Cause BMPs to Minimize 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 • Poorly maintained access roads Farm access road maintenance
public roads from farm j
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 129-98 NCSU - BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment ; EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU - BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO]07, 1995 Conference Proceedings Florida Cooperative. Extension
�3atia
FARMO N R IIATE
TECHN CAL SPECIALISTS' DATE
' - November 11, 1996, Page 5

1
Op�rator:JIMMY PEAY County: PENDER
Distance to nearest residence (other than owner):
L. AVERAGE LIVE WEIGHT (ALW)
Date: 06/17/94
4500.0 feet
0
sows
(farrow to
finish)
x
1417
lbs. _
0
sows
( farrow to
feeder)
x
522
lbs. _
0
head
(finishing
only)
x
135
lbs. -
0
sows
(farrow to
wean)
x
433
lbs. _
2600
head
(wean to feeder)
x
30
lbs. -
Describe other
Total Average Live Weight =
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
1. TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
Inside top width (feet) ----------------------
Top of dike elevation (feet) ------------------
Bottom of lagoon elevation (feet)------------
Freeboard(feet) -----------------------------
Side slopes (inside lagoon) ------------------
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
3.0 3.0 3.0 3.0 234.0
AREA OF TOP
LENGTH * WIDTH =
234.0 104.0
AREA OF BOTTOM
LENGTH * WIDTH =
160.0 50.0
240.0
110.0
100.7
90.7
1.0
3.0 : 1
0 lbs
0 lbs
0 lbs
0 lbs
78000 lbs
0
78000 lbs
WIDTH DEPTH
104.0 9.0
24336 (AREA OF TOP)
9000 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
207.0 77.0 63756 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
24336.0 63756.0 9000.0 1.5

5., TEMPORARY STORAGE REQUIRED
DRAINAGE AREA.
Lagoon (top of dike)
Length * Width =
240.0 110.0 26400.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 26400.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 78000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 142480 gals. or 19048.1 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
)C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7-.0 in * DA / 12 inches per foot
Volume = 15400.0 cubic feet

�D. Volume of 25 year - 24 hour storm
Volume = 8.0 inches / 12 inches per foot * DA
Volume = 17600.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
19048
cubic
feet
5B.
0
cubic
feet
5C.
15400
cubic
feet
5D.
17600
cubic
feet
TOTAL 52048 cubic feet
SUMMARY
Temporary storage period====================>
160
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall===--===--========>
8.0
inches
Freeboard===========--======================>
1.0
feet
Side slopes_________________________________>
3.0
. 1
Inside top length=============------------==>
240.0
feet
Inside top width==-----=====================>
110.0
feet
Top of dike elevation===================---=>
100.7
feet
Bottom of lagoon elevation==================>
90.7
feet
Total required volume=======================>
130048
cu. ft.
Actual design
145638
cu. ft..
Seasonal high watertable elevation (SHWT)===>
96.5
feet
Stop pumping elev.==________________________>
96.9
feet
Must be > or = to the SHWT elev.==========>
96.5
feet
Must be > or = to min. req. treatment el. =>
96.7
feet
Required minimum treatment volume===========>
78000
cu. ft.
Volume at stop pumping elevation============>
85184
cu. ft.
Start pumping elev._________________________>
98.8
feet +
Must be at bottom of freeboard b 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
128038
cu. ft.
Volume at start pumping elevation===========>
124548
cu. ft.
Required volume to be pumped================>
34448
cu. ft. +�
Actual volume planned to be pumped==========>
39365
cu. ft. +�
Min. thickness of soil liner when required==>
1.5
feet
[�
DESIGNED BY: APPROVED BY :
DATE: /�l/9 y DATE: 711rlq,�
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

Operator: =______====__=_==_===— _ _ = = = =AMMY PEAY
Co,�unty. = ====--==-----===---=== ==-- = = = == SENDER
Date -= a v ­-------- ­—­ ---- == ­ _ = = = 06/1 7f 94
Dist.to nearest residence (outer than owner):
2700 ft.
sows (rarrowtofinish):=
sovm (farrow to feeder) : eder) : — _ _ _ _ __--_-- _ _ _ _ _ _ = .
head (finishing only) :_===_ ___—___--_---_=.
sows( farrow to wean):===__
head (wean to feeder):==—__ ---____-----__=
2600
Ave. Live Weight for other operations(Ibs.)= :.
Storage volume for sludge accurn. (cu. f-):=
Treatment Volume (min. 1 cu. tflb.)=—=__=_:-•
1.0
25Year — 24 Hour Rainfall (in.)=======_____:-•
8.0
Rainfall in excess of evaporation (in.)=====:-•
7.0
Drainage area of buildings & lot; (sq. ft) = .•
Volume of wash water (gallonsVday)====____==:-•
Temporary storage period (days) =>
180
Freeboard
1.0
Side slopes (inside lagoon):===== =--===--==—:
3.0 : 1
Inside top length (ft):==__________________.
240.0
Insidetopwkth {it):_____________________
110.0
Top of dike elevation (fL): =>
100.7
Bottom of lagoon elevation (TL):=--_—__=__—.
90.7
Seasonal high water tab(eiGHWT) eiev.(ft):=:=•
96.5
Total required volume:====_ ___- --- 130048 cu. tt
**TOTAL VOL O.K.**
Actual design volume:====-- —___--- 1456,38 cu. ft
111.990/0
Stop pumping el.(:-- or = to 96.5 ft. SHWT)::•
96.9
C, or = to 96.7 ft.Min.)
Required minimum treatment volume: 78000 cu. ft.
**TRMT. VOL O.K.**
Valuate at stop pumping elevation: 85184 cu. ft
109.21 %
Start pumping elev.:=====-----===----=====
98.8
Volume at start pumping elevation: 124W cu. fL
**STORM ;TOR. O.K.**
Actual volume less 25yr-24hr rain: 128038 cu. fL
102.80%
NOTE: Verify that temp. storage is adequate-
Req. vol umeto be pumped:====:-• 34448 cu.fL
**TEMP. VOL O.K.**
Actual volume to be pumped:= => 39365 cu. ft
114.27%

R
!7p,erator:KENNETH PEAY County:
PENDER
Date:
06/17/94
:Distance to nearest residence (other
than owner):
1500.0
feet
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
2600
head
(wean to feeder)
x
30
lbs. -
78000
lbs
Describe other :
.
0
Total Average Live Weight = 78000 The
?. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
240.0
Inside top width (feet)----------------------
110.0
Top of dike elevation (feet)-----------------
100.4
Bottom of lagoon elevation (feet)------------
90.4
Freeboard (feet)-----------------------------
1.0
Side slopes (inside lagoon)------------------
3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH DEPTH
3.0 3.0 3.0 3.0 234.0
104.0 9.0
AREA OF TOP
LENGTH * WIDTH =
234.0 104.0
AREA OF BOTTOM
LENGTH * WIDTH =
15010 50.0
24336 (AREA OF TOP)
9000 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
207.0 77.0 63756 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEATH/6
24336.0 63756.0 9000.0 1.5

5., TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
240.0 110.0 26400.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 26400.0 square feet
Design temporary storage period to be 180 days.
A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 78000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 142480 gals. or 19048.1 cubic feet
:B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per GF
Volume = 0.0 cubic feet
;C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 15400.0 cubic feet

. . s
5D. Volume of 25 year - 24 hour storm
Volume = 8.0 inches / 12 inches per foot * DA
Volume = 17600.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
19048
cubic
feet
5B.
0
cubic
feet
5C.
15400
cubic
feet
5D.
17600
cubic
feet
TOTAL 52048 cubic feet
SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year, - 24 hour rainfall__________________>
8.0
inches
1.0
feet
Side
3.0
. 1
Inside top length===========---======---====>
240.0
feet
Inside top width===========-----=====--=====>
110.0
feet
Top of dike elevation=======================>
100.4
feet
Bottom of lagoon elevation==================>
90.4
feet
Total required volume=======================>
130048
cu. ft.
Actual design volume========================>
145638
cu. ft. «
Seasonal high watertable elevation (SHWT)===>
93.4
feet
Stop pumping elev.__________________________>
96.6
feet
Must be > or = to the SHWT elev.==========>
93.4
feet
Must be > or = to min. req. treatment el. =>
96.4
feet
Required minimum treatment volume===========>
78000
cu. ft.
Volume at stop pumping elevation============>
85184
cu. ft.
Start pumping elev._________________________>
98.5
feet +�
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
128036
cu. ft.
Volume at start pumping elevation===========>
124548
cu. ft.
Required volume to be pumped================>
34448
cu. ft.
Actual volume planned to be pumped==========>
39365
cu. ft.
Min. thickness of soil liner when required==>
1.5
feet
of�J,Pw`- APPROVED BY:
DESIGNED BY:
DATE: 711'/9 7 DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

�72
n
." Operator: ====WWI _______====___======4fENNETH PEAY
County:==--_======--_---_----==---====PENDER
Date:== === 06/17/94
D"ist.to nearest residence (other than owner) : 1500 ft.
sous (farrow to finish) : = = _-------- _ _ _ - - -
sews (farrowto feeder) : fir) : = = -
head (finishing only):-===-
sows (farrowtowean) :====_ __--------===W==
head (wean to feeder) := = = = _
Ave. Live Weight for other operations(ibs.)= .
'Storage volume for sludge accum. (cu. ft.): _::•
Treatment Vol um (min. 1 cu. fL/Ib.)=====W=>
25Year - 24 Hour Rainfall (in.)===_--_==---.
Rainfall in excess of evaporation (in.)==== = :.
Drainage area of buildings & lots (sq. ft.)=::•
Volume of wash water (gallons/day)
Temporary -storage period (days)-=-=---------:
Freeboard
Side slopes (inside lagoon):===-===W==--_-_-.
nsidetop length
Top of dike elevation (ft):________________.
Bottom of lagoon elevation (ft):===_--_---_.
Seasonal high water table(SHWT) elev.(fL):=:
Total required volume: = = = = = - - _ _ _ _ = 130048 cu. fit
Actual design volume:=====_ __----= 1458t'8 cu. fL
Stop pumping el.(-.. or = to 93.4 ft. SHWT)::•
(::• or = to 96.4 ftMin)
Required minimum treatment volume: 7s000 cu. tL
Volume at stop pumping elevation: 85184 cu. fL
art pumping elev.:-----====----====-----
Volume at start pumping elevation: 124W cu. ft.
Actual volume less 25yr-24hr rain: 128038 cu. ft.
NOTE: Verify that temp. storage is adequate-
Req. volume to be pumped: === = 34448 cu. ft
Actual volume to be pumped— 39365 cu. ft.
-II
1.0
8.0
7.0
180
1.0
3.0
240.0
110.0
100.4
90.4
93.4
98.5
**TOTAL VOL O.K.**
111.99%
**TRMT. VOL O.K."*
109.21 %
**STORM STOR. O.K.**
102.80%
**TEMP. VOL OK.**
114.27%

erator:J PEAY
County:
PENDER
nce
'
to nearest residence (other
than
owner):
AVERAGE LIVE W2IGHT
(ALW)
~ 0
°
sows (farrow 'to
finish)
x
1417
lbs.
0
sows (farrow to
feeder)
x
522
lbs.
0
head (finishing
only)
x
135
lbs.
0
sows (farrow to
wean)
x
433
lbs.
2600
head (wean to feeder)
x
30
lbs.
Describe
other :
Date: 06/04/96
1500.0 feet
0 lbs
0 lbs
� lbs
0 lbs
78000 lbs
0
Total Average Live
Weight =
78000 lbs
MINlMUM R2QUIRED
TREATMENT VOLUME OF LAGOON
Volume =
78000 lbs. ALW x Treatment Volume(CF)/lb.
ALW
Treatment
Volume(CF)/lb. A L W =
1 CF/lb. ALW
Volume =
78000 cubic feet
STORAGE VOLUME
FOR SLUD8E ACCUMULATION
Vo1,ume =
0.0 cubJ.c feet
TOTAL DESIGNED
VOLUME
Inside top
length (feet)---------------------
260.0
Inside top
width (feet)----------------------
100.0
Top of dike
elevation (feet)-----------------
103.5
8ottom of
lagoon ej,evation (feet)------------
93.5
Freeboard
(feet)-----------------------------
1.0
Side slopes
(inside lagoon)------------------
3.0 : 1
Total design
volume usinQ �rismoidal formula
SS/END1
S8/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH
DEPTH
3.0
3.0 3.0 3.0 254.0
94.0
9.0
AREA OF TOP
LENGTH *
WIDTH =
254.0
94.0 (,'23876 (AREA
OF TOP)
AREA OF BOTTOM
LENGTH *
UIDTH =
�00.0
40.0 8000 <A
OF BOTTOM)
AREA OF MIDSECYION
LENGTH *
WIDTH * 4
227.0
67.0 60836 (AREA
OF ON *
4)
CU. FT. =
[AREA TOP + (4*AREA MIDSECTlON)
+ AREA BOTTOM]
* D1:.PTJ-1/�
23876.0 60836.0
8000.0
1.5
Total Designed Volumc
Available = 139068
CU. FT.

. TEMPORARY STORAGE REQUIRED
� DRAINAGE PREA:
/ Lagoon (top of dike)
Length * Width =
260.0 100.0 26000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 26000.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 78000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 142480 gals. or 19048.1 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 15166.7 cubic feet

' Volume of 25 year - 24 hour storm
^^ Volume = 7.5 inches / 12 inches per foot * DO
� Volume = 16250.0 cubic feet
/
TOTAL REQUIRED TEMPORARY STORAGE
5A.
19048
cubic
feet
5B.
0
cubic
feet
50
15167
cubic
feet
5D.
16250
cubic
feet
TOTAL 50465 cubic feet
SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation----)
7.0
inches
25 year - 24 hour rainfall==================>
7.5
inches
Freeboard===================================>
1.0
feet
Side slopes=================================>
3.0
: 1
Inside top
260~0
feet
Inside top width============================>
100.0
feet
Top of dike elevation=======================>
103.5
feet
Bottom of lagoon elevation-============->
93.5
feet -
Total required volume=======================>
128465
cu. ft.
Actual design volume========================>
139068
cu. ft.
Seasonal high watertable elevation (SHWT)===>
99.0
feet
Stop pumping elev.==========================>
99.9
feet
Must be > or = to the SHWT elev.==========}
99.0
feet
Must be > or = to min. req. treatment el.=>
99.5
feet
Required minimum treatment volume===========>
78000
cu. ft.
Volume at stop pumping elevation============>
83837
cu. ft.
Start pumping elev.=========================>
101.7
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 .yr.- 24 hr. rainfall==>
122818
cu. ft.
Volume at start pumping elevation===========>
120629
cu. ft.
Required volume to be pumped================>
34215
cu. ft.
Actual volume planned to be pumped==========>
36792
cu. ft.
Min. thickness of soil liner when required==> � 1.5 f
DESIGNED BY: APPROVED BY:
DATE: DATE
SE AL
14985
NOTE: SEE ATTACHED WASTE UTlLIZATION PLANNINO
COMMENTS: �
�
�
=
*
12
*
*

State of North CarolinaIT
Department of Environment lk ` •
and Natural Resources RF,�EIVED _
Division -of Water Quality JUN�-
James B. Hunt, Jr., GovernorNCDENR
Bill Holman, Secretary BY:
Kerr T. Stevens, Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RE50URCE5
May 30, 2000
James Peay
Jimmy Peay Nursery 1 &2
4234 Little Kelly Road
Rocky Point NC 28457
Subject: Application No. AWS710028
Additional Information Request
Jimmy Peay Nursery 1 &2
Animal Waste Operation
Pender County
Dear Jimmy Peay:
The Non -Discharge Permitting Unit has completed a preliminary engineering review of the subject application.
Additional information is required before we can continue our review. Please address the following by June 29, 2000:
1. Please list the number of lagoons present on both of your farms and the total storage capacity available in
each of these lagoons.
2. Your waste utilization plan (WUP) lists "cover crop" as a crop in Table 1. Please clarify the type of cover .
3. Please provide a clearer map that identifies (outlines or highlights) and shows the acreage for each field to
be used for waste application.
4. Please submit emergency action plan, insect control checklist, odor control checklist, and mortality
management checklist for your farm.
Please note that all WUP revisions must be signed and dated by both the owner and the technical specialist.
Please reference the subject permit application number when providing the requested information. All information
should be signed, sealed, and submitted in duplicate to my attention at the address below. The information requested by this
letter must be submitted on or before June 29, 2000 or the Division will return your application as incomplete in accordance
with 15A N.C.A.C. 2H .0200 and your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is a violation
of North Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the Environmental
Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 363.
t ce ,
JR Joshi
Non-Dis arge Permitting Unit
cc: Wilmington Regional Office, Water Quality
Permit File
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

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality -
James B. Hunt, Jr., Governer
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
James Peay
Jimmy Peay Nursery 1&2
4234 Little Kelly Road
Rocky Point NC 28457
Farm Number: 71 - 28
Dear James Peay:
/ MG-
0 •
RECE�VEI7 _
MAR 17 2000
BY: INCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RE50URCE5
March 15, 2000
You are hereby notified that Jimmy Peay Nursery 1 &2, in accordance with G.S. 143-215.1 OC, must apply for
coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your farm has sixty (60) days to
submit the attached application and all supporting documentation. In accordance with Chapter 626 of 1995 Session Laws
(Regular Session 1996), Section 19(c)(2), any owner or operator who fails to submit an application by the date specified
by the Department SHALL NOT OPERATE the animal waste system after the specified date. Your application must be
returned within sixty (60) days of receipt of this letter. Failure to submit the application as required may also 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.
The attached application has been partially completed using information listed in your Animal Waste Management
Plan Certification Form. If any of the general or operation information listed is incorrect please make corrections as noted on
the application before returning the application package. The signed original application, one copy of the signed application,
two copies of a general location map, and two copies of the Certified Animal Waste Management Plan must be returned to
complete the application package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
1617Mail Service Center
Raleigh, NC 27699-1617
If you have any questions concerning this letter, please call J R Joshi at [phone] extension 363 or Dean
HunkeIe with the Wilmington Regional Office at [phone].. r
Sin ly,
r
for Kerr T. Stevens
cc: Permit File (w/o encl.)
Wilmington Regional Office (w/o encl.)
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality ANZ000
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
James Peay
Jimmy Peay Nursery 1 &2
4234 Little Kelly Road
Rocky Point NC 28457
Dear James Peay:
4 MC"FA
0 �•/ 2
`r
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL_ RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 71-28
Pender County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. IRRI, IFM, DRY], DRY2, DRY3, SLUR1, SLUR2,'
SLD1, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
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 Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571.
Sincerely,
xoo�
Kerr T. Stevens, Director
Division of Water Quality
cc: Wilmington Regional Office
Pender County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
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Revised April 20, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number -
Farm Name: PvUa.Cv d�a
On -Site Represe tative:
Inspector/Reviewer's Name: Pure c. Ems /
Date of site visit: �"
Date of most recent WUP: l
Operation is flagged fora wettable
acre determination due to failure of
Part It eligibility item(s) F1 F2 F3 F4
V Operation not required to secure WA
determination at this time based on
exemption E1 E2 E3 E4
Operation pended for wettable acre
determination based on P1 P2 P3
Annual farm PAN deficit: -.52L pounds
Irrigation Systems),- circle .# and -hose traveler; . center -pivot system; 3. linear -move system;
4. stationary sprinkler system w/permanent pipe; 5. stationary sprinkler system w/portable pipe;
6. stationary gun system w/permanent pipe; 7. stationary gun system w/portable .pipe
PART I. WA Determination Exemptions (Eligibility failure, Part 11, 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 D2/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.
_5e�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 II - F1 F2 F3, before completing computational.table in Part 111).
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:
F1 Lack of acreage_which-resulted -in -over_application-of wastewatei-:(P.AN) on -spray.
field(s)-according �ofarm's-lasttwo :years mfirrigationTrecords. -
F2 Unclear, .illegible; or lack of informationimap.
F3 Obvious -.field limitations-.(numerous_ditches;faiiurefo:deductzequired .
buffer/setbackmcreage;:or.25%.of.total:acreageidentifiedan'CAWMP1nciudes _
small; irregularly -shaped. fields fields:less1than­5-acresfor;travelers-or.less:than
2 acresfor,stationary -sprinklers).
F4 WA determination required because CAWMP credits field(s)'s acreage in excess
of 75% of the respective field's totai acreage as noted in table in Part III.

Revised April 20, 1999
Facility Number 7/ --
Part III. Field by Field Determination of 75% Exemption Rule for WA Determination
TRACT
NUMBERL
FIELD
UMBER'.2
TYPE OF
IRRIGATION
SYSTEM
TOTAL
ACRES
CAWMP
ACRES
FIELD
%
COMMENTS3
r
i
1
FIELD.NUMBER' - hydrant, pull,zone, or:pointnumbers -may be used in place of field numbers depending on CAWMP
and type of irrigation system. If pulls, etc. crossrnore-than'one field, inspectorireviewer will have to combine fields to
calculate 75% field by field determination for exemption; -otherwise operation will be subject to WA determination.
FIELD.NUMBER2 must be clearly. delineated -on -map.
COMMENTS' -back-up, fields with CAWMP.acFeage:exceeding75% of its .total:acresMd-havingreceived less.than 50%
of its annual PAN as :documented in the farm's-previous -two -years' (11997.'& 19913) of.irrigationYecords,-.cannot-serve-asfhe
sole basis for.requiringa WA Determination:.Back=upfields -must -be-noted in.the-commentsection -and -mustbe-accessible
by irrigation system.
Part IV. Pending WA'Determinations
Pi Planiacks_following:information:
P2 Plan revision-may:satisfy-75% rule based on:adequate.overall.PAN deficit -and -fey
adjusting -all .field-acreage:to-.below 75% use -rate
P3 Other (iefin process of installing new irrigation system):

State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
November 13, 1996
James Peay
Jimmy Peay Nursery
4234 Little Kelly Road
Rocky Point NC 28457
SUBJECT: Operator In Charge Designation
Facility: Jimmy Peay Nursery
Facility ID#: 71-28
Pender County
Dear Mr. Peay:
IDE�HNFZ
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study
Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1, 1997. The owner of each animal waste management system must submit a
designation form to the Technical Assistance and Certification Group which designates an
Operator in Charge and is countersigned by the certified operator. The enclosed form must be
submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on -going basis in many counties throughout the state for
the past several months and will continue to be offered through December 31, 1996.
Thank you for your cooperation. If you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 91gn33-0026.
Sincerely,
A. reston Howard, Jr., P. ., erector
Division of Water Quality
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 27687, �S��
Raleigh, North Carolina 27611-7687 C An Equal Opportunity/Affirmative Action Employer
Voice 919-715-4100 50°%o recycled/10% post -consumer paper

�0F W ArFRp Michael F. Easley, Governor
�02 William G. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
0 N Alan W. Klimek, P.E. Director
Division of Water Quality
April 20, 2005
0-C-- QED
Jimmy Peay OR ,Z ,� 4UUS
Jimmy Peay Nursery 1 & 2
4234 Little Kelly Road
Rocky Point NC 28457
Subject: Certificate of Coverage No. AWS710028
k; a Jimmy Peay Nursery 1 & 2
Swine Waste Collection, Treatment, Storage
and Application System
Pender County
Dear Mr. Peay:
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session haw 2003-28).
In accordance with your request, received on December 13, 2004, to separate the facility covered by
Certificate of Coverage AWS710028 into two separate facilities and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Jimmy
Peay, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS710028 which expires September 30, 2009.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from Jimmy Peay Nursery 1 & 2, located in Pender County, with an animal capacity of
no'greater than an annual average of 5200 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 remainder of the facility previously covered by AWS710028 is now
covered by AWS710027 owned by Kenneth Peay. The land to which animal wastes are to be applied is
owned jointly by Jimmy Peay and Kenneth Peay and receives wastes from both the Jimmy Peay facility,
AWS710028, and the Kenneth Peay facility, AWS710027.
The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this .
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
lor"lithCgroli
au j�
Aquifer?rotection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http://h2o.enr.state.ne.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
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Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitoring conditions in this permit.
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 MRCS 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 MRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the- General Permit after the expiration date of the
General Permit, 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 Wilmington 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 AWG100000)
cc: (Certificate of Coverage only for all cc's)
Wilmington Regional Office, Aquifer Protection Section
Pender County Health Department, -
Pender County Soil and Water Conservation District
Permit File AWS710028
APS Central Files

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OF WA7Fq Michael F. Easley, Governor
p William G. Ross Jr., Secretary
0 y North Carolina Department of Environment and Natural Resources
r
Alan W. Klimek, P.E., Director
O ''C Division of Water Quality
March 21, 2005
MR. JIMMY PEAY 2 2 Zflfl�
JIMMY PEAY NURSERY 1 & 2
4234 LITTLE KELLY ROAD
ROCKY POINT, NORTH CAROLINA 28457
Subject: Application No. AWS710028
Additional Information Request
Jimmy Peay Nursery 1 & 2
Swine Waste Collection, Treatment, Storage and
Application System
Pender County
Dear Mr. Peay:
The Animal Feeding and Operations Permitting and Compliance Unit has conducted a preliminary
review of the subject permit application package. Additional information is required before we may
continue our review. Please address the following items no later than April 20, 2005,
1. The field map for the separated facility doesn't show the property line. Note that if the
Jimmy Peay and Kenneth Peay farms are to be permitted separately, all property boundaries
must be observed and all necessary buffers observed as independently owned properties if they
are owned separately as indicated by the landowner names provided on the application forms.
The current irrigation plan appears to show overlap of spray irrigation between farms.
2. Please note that a 250 foot buffer is required from a water supply well within the
compliance boundary.
3. Please note that there can be no interconnection of piping between the waste application
systems of the separated farms. Please ensure that no interconnections exist.
Please be aware that you are responsible for meeting all requirements set forth in North Carolina rules
and regulations. Any oversights that occurred in the review of the subject application package are still
the responsibility of the applicant. In addition, any omissions made in responding to the above items may
result in future requests for additional information.
Please reference the subject application number when providing the requested information. Two copies
of all revised and/or additional documentation should be signed, sealed, dated, and submitted to my
attention at the address at the bottom of the cover page of this letter. Please note that failure to provide
this additional information on or before the above requested date may result in your application being
returned as incomplete.
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: http:Nh2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604
Na" e h Carolina
Nat rallry
Phone [phone] Customer Service
Fax [phone]
Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

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If you have any questions regarding this request, please do not hesitate to contact me at
[e-mail] or [phone]. You may also check the future status of this project online at
htip://h2o.enr.state,nc.us/bims/Reports/reportsPermits.htm]. Thank you for your cooperation.
Sincerely,
Duane Leith
APS-Animal Unit
Cc: Wilmington.Regional 4ffice,_Aquifer_Protection Section
APS-LAPCU Central File AWS710028

JUN-13-01 04:'06 PM BAYSIDE ELECTRIC
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9102519195
P.01
June 13, 2001
Mr. Rick Shiver
NC DENR, Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 29405
RE: Corrective actions taken at Jimmy Peay swine nursery
Dear Mr. Shiver:
I have taken prompt action to permanently prevent any re -occurrence of the spill from my
nursery building. As you know, the recent spill on my farm was caused by an obstruction in
the overflow opening in the stand pipe that serves as the "pull plug" in my pit recharge style
barn, In order to prevent such an event from happening again, I have actually cut off the pipe
so that the top of the pipe serves as an overflow outlet. By doing this, even if the recycle
pump continuously furls, the liquid level could not rise to a point where it could run out of
the building. When the liquid level in the pit reaches the top of the pipe it simply overflows
through the eight -inch outlet/overflow to the treatment lagoon.
If you bave questions about this matter or if you would care to come look at this corrective
measure, please feel free to contact me at (910) 2594303.
Sincerely,
Jimmy Poay
Cc: Don Butler, Murphy Brown, LLC
Dr. Jerry Coffey, Murphy Farms

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71
— 2 S PHONE NO. :
Jun. 11 2001 0B:44AM P01
PUBLIC NOTICE -PAID ANNOUNCENIENT
NOTIFICATION OF WASTEWATER SPILL IN PENDER COUNTY
The Jimmy Peay Nursery 02 located off Little Kelly Road, Rocky Point had a dischargo of swine
wastewater from a swine nursery building of approximately 20,000 gallons. The discharge occurred on laic
morning of Jane 4, 2001 for aWlit two hours. The wastewater entered an uinunned tributary of ltarubling
Branch in the Cape Fear River basin. The discharge resulted fmrn a clogged discharge pipe whit h has been
repaired to prevent further discharge. This notice was required by North Carolina General Statutes Article
21 Chapter I43.215.C. For rnore information conlacl farm owner Jimmy Peay at 910-341-4802
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FROr : Yg" PHONE NO. : Jun. 11 2001 09:45AM P02
PRLSSRELEASE
NOTIFICATION OF WASTEWATER SPILL IN PENDER COUNTY
no Jimmy Posy Nursery #2 located off Little Kelly Road, pocky Point had a dis0url a of swine
wastewater from a #wino nursery building of approximalely 20,000 gallons. The dischargo occurred on the
morning of Junc 4, 2001 for abouttwo hones. The wastewater entered an mmainod tributary of Riinibling
Wanch in the Cape Fear River basin. The discharge resulted from o clogged discharge pipe which lucs becsi
repaired to prevent further discharge.11iih rtolice was rogidre:d by North Carolina General Statutes Article
21 Chapter 143.215,C. For more in%rnialionconlact farm owner hininyPeay at 910-141-4802

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108 COURTHOUSE AVE., PO. BOX 72
3251 NC �M25 srt U.S.A.
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ENVIRONMENTAL CHEMISTS, INC
Sample Collection and Chain of Custody
6602 Wiin&m ll way
W In ineon, NC 28405
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ANIMAL, WASTE MANAGEMENT PLAN CERTIFICATION FOR NRW OR EXPANDED FEEDLOTS"„"
Please return the completed form to the Division of Environmental management-a"t
the address on the reverse side of thin forte,
Name of farm (Please print): -
Address:
Phone No. 4 910) 2�-139-43Q2_,
County:-- Ppnrjpr.-
Farm location: Latitude and Longitude: Q° 26'_A0'1.170_57_' 3$"required) Also,.
please attach a copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.) SWllrle
Design capacity .(number of animals):
Average size of operation' (12 month population avg.) ; 2a C)
Average acreage needed for land application of waste (acres):
asaaasxnaawaaaaaaunbaaaswaaaar�raaaa rsaaaaaaaaaa aaxgaaamaaaasea aaaaaaaaaaaaaaaeau ������ r_
Technical Specialist certification �]
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 1SA NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to I5A NCAC 2H.02I7 and
ISA NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria have -been verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party); access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24-hour
storm.
Name of Technical Specialist (Please Print): M. Kevin WeSton
Affiliation: Murphy FarmS, SnC
Address (Agency): PO BQx 759 IlQse HIJI., NC 28498 Phone No. _ t, 592
Signature:_ 1%% Date: f�f•__ .
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owner/Manager Agreameut
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 additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 2S-year, 24-hour storm. The
approved plan will be filed at the farm and at"the office of the local Soil and
Water Conservation District.
Noma of L Owner (Please Print) James M. Play
Signature: Date:
Name of or, if different from owner (Please print)
signacure:
Mote: A change in land ownership requires
(if the approved plan is changed) to
Date:
notification or a new certification
be submitted to the Division of
Environmental Management within 60 days of a title transfer.
DEM USE ONLY: ACNF.'W J&-CW_ 3(U
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POST OFFICE BOX 759 • ROSE HILL, NORTH CAROLINA 28458
[phone]
October 17, 1994
Department of Environment, Health and Natural Resources
Division of Environmental Management
Water Quality Section, Planning Branch
P.O. Box 29535
Raleigh, NC 27626-0535
Attn: Mr. Steve Tedder, Chief
Re: Jimmy Peay Nursery - Swine Facility Certification
Duplin County, NC
Dear Mr. Tedder:
Enclosed is the certification form for the above referenced swine
farm. The area required for spray irrigation of lagoon effluent
has not been sprigged. By this letter, the Owner certifies that
the area required for spray irrigation will be sprigged or planted
with the crops as called for in the Waste Utilization Plan within
180 days of the stocking date of the farm. The lagoon effluent
will be applied with the owners reel type irrigation equipment.
Name of Technical Specialist: M. Kevin Weston
Signature • ;W ,%X;-� Date: 9s
Name of
Signature:
Owner: James M. Peay
cc: James M. leay
Kim P tram, Murphy Farms Con truction Dept.
Date:

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